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HomeMy WebLinkAboutFederal Aid Project No STPs 235-1(6)5 - North 19th Ave. Interchange - West DESIGN DATA MONTANA DEPARTMENT OF TRANSPORTATION ~��\" •� ! � ..�_— � .. 1 .•.•• i- _ii f AOT-1992 3,653 ADT•YOIY 6.404 17- \ _ _ T_ 650 � bb%-45% ' - •�I "M FEDERAL AID PROJECT NO. STPS 235- 1 (6)5 47% p- _� - L• ! ;. � -i•Il w' ALL T*"KS 30% \•� `� .: � �._ L- ... ' v 50 MPH `_ - .•.•w• GRADE, GRAVEL, & PLANT MIX SURFACE LETTING DATE- NORTH 19TH AVE. INTERCHANGE - WEST S .. �•� r' " ' f ' (A LWrED ACCESS FACIM) -- - GALLATIN COUNTY LENGTH 1 .9 MILES SCALES BORIZONTAL[ 1 Ineb-100 Fee VRST1CAL 1 Insb�- 10 Feel CROW SK710ti9--HOR. t VRRT.I I IReA 10 F«I REDUCED PRINTS APPROX. '/2 ORIGINAL SCALE R- 6 E_ GA LATIN SURFACING SOURCE CONTRACTOR FURNISHED OUNTY -.i,. - 1+J• •• 1. ,,/ APPROX. SCALE- 1- - 4000' FO 1 7 �• _a _r •BOZEiAi N STATE Of I10"NA OAFFUTYeR OF TNMIQwm PELATED PPOJECTS U APPROVED W ps YA4 NOF Tr ISTH AVE IFAU IYOII 0 --� T�'L�� I, I . pAk ST IfAU 120Y1 O C-- MAFTOM DYE J,�}E �r CI PEl N'OTH WE.INTR.R @"W KY06 w E aP.b-4-•�i..F-- �. E6NPE T 1 f /I W ~7e[• (D PRFCONSTRUCTKYI d1OINEE11 00. w ! U S DEPARTMENT Of TRANSPORTATION ' W� �, v I FEOERAt 0414"WAr AOMINISTRAMN ASSOCIATED PROJECT N APPROVED AMEMENT NUMBERS N CfVV TINS OOKTRACT �OI VISION ADAANISTRATOtVISION ADWNIZTRATOt 1 E. LY�S STATE PROJECT NUMBER SHEET N, TABLE OF CONTENTS MONT. STPS2JS-1(E)S 2 N. 19TH AVE. INTERCHANGE — WEST E. VALLEY CENTER DRIVE ROAD PLANS SHEET NO. SIGNING PLANS SHEET NO. TITLE SHEET 1 SUMMARY S1 TABLE OF CONTENTS 2 LOCATION & ERECTION SPECIFICATIONS, PLANS S2 — S4 NOTES & LINEAR & LEVEL DATA 3 CONTROL TRAVERSE & TABLE OF COORDINATES 4 TYPICAL SECTIONS 5-6 SUMMARIES GRADING, ADDITIONAL EXCAVATION & EMBANKMENT, OBLITERATE ROADWAY, 7 PAVEMENT MARKINGS, SEEDING, BLUETOP STAKING, CLEARING AND GRUBBING, EDGE DRAINS. CULVERTS, CULVERT SUMMMARY RECAP g SURFACING, ADDITIONAL SURFACING, FENCING, SUPPLEMENTAL ITEMS, 9 TOP—SOIL — SALVAGE do PLACE, OBLITERATE ROADWAY DETAILS CROSS SECTIONS 1 — 30 EDGE DRAIN DISCHARGE,HYDRAULIC DATA 10 RACETS 11-12 MASS DIAGRAM 13 PLAN & PROFILE 14-17 r':1(TJC Dec $TAT[ "0,9CT "BER SHEET 10. LINEAR & LEVEL DATA NOTES MONT. STPS 235-1(6)5 3 N. 19TH AVE. INTERCHANGE - WEST E. VALLEY CENTER DRIVE BASIS OF PLAN QUANTITIES (QUANTITIES FLEVEL DATUM SOURCE COMP WT. OF PLR MIX 817.nS RF.ESTIMANGURP0SES 3855 LBSYPER CU. YD_ PL, MIX. BIT. MAT'L - 6.0% WEIGHT OF PLANT MIX MAIL. BIT, MAT'L - 8.5 LBS. PER GALLON LEVEL DATUM tS ESTABLISHED FROM PROJECT SIPS LOCATED AND PRIME = 0-30 GALLON PER SO. YD. 1 BASED , AN IRON PIN 9-9ITH AN ALUMINUM CAP LOCATED TACK - 0.05 GALLON PER SO, YD- 126.63' RT. OF STA. 7531+39-96. SEAL - 0.35 GALLON PER SO. YD. (LATEX MODIFIED) ELEV. = 4659.97 COVER MAT L - 25 LBS. PER SQ. YD. COMP. GRAVEL WEIGHT EST. - 3700 LBS. PER CU YD. HYDRATED LINE - 1 1/2% PL MIX SURFACE SLOPES SEE X-SECTIONS A TYPICAL SECTIONS FOR CUT t FILL SLOPE RATIOS, LENGTH OF ROADWAY STPS 235-1(6)5 10,146,93 FT. - 1.922 MILES LENGTH OF BRIDGES STPS 235-1(6)5 000.00 FT. - 0.000 MILES TOTAL LENGTH OF STPS 235-1(6)5 10,146.93 FT. - 1.922 MILES MISC. TO BE MOVED OR REMOVED ALL PRIVATELY OWNED SIGNS, TO BE REMOVED BY OTHERS-CONTRACTOR SHALL NOTIFY OWNER. BEARING SOURCE CLEARING AND GRUBBING BEARINGS SHOWN ON THESE PLANS WERE ESTABLISHED FROM PROJECT HOP-1R-9113(OOI) COST SHALL BE INCLUDED IN PRICE BID FOR UNCLASSIFIED EXCAVATION SURVEY MONUMENTS do PROPERTY CORNERS ALL SJRYEY MONUMENTS, SFCTI^N CORNERS, 1/4 CORNERS k PROPERTY CORNERS SHALL BE REFFRFNCFC 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 (SM. DRAWING NO. 103) PUBLIC A PRIVATE TYPE "A' - PL. MIX SURF. TO R/W LINE PRIVATE TYPE 'B* - lY PL. MIX STRIP GRAVEL TO R/W LINE QUANTITIES FOR AVERAGE APPROACH TYPE A TYPE B FIELD PUBLIC 9+37.11 LT. 37+00.00 RT. 24' TOP X 50' 24' TOP X 70' 24' TOP X 25' 32' TOP X 195' 32' TOP X 200' 0.250 PL. MIX SURF. ----- _ - - 123.0 TONS 124.0 TONS 0.125 PL. MIX SURF. ----- 14 TONS 4 TONS - - - 0,20 CR. TOP SURF. ----- 12 C.Y. 17 C.Y. 8 C.Y. 55 C.Y. 56 C,Y, 0.50 CR. BASE COURSE---- 37 C.Y. 49 C.Y, 22 C.Y. 100 C.Y. 102 C.Y. PL, MIX BITUM. MATL. ---- 0.8 TONS 0.2 TONS - 7.4 TONS 7.4 TONS PRIME ------------0.2 TONS 0.1 TONS - 1.2 TONS 1.3 TONS TELEPHONE, NATURAL GAS AND ELECTRICAL POWER RE ORE BEGINNING EXCAVATION OR OTHER CONSTRUCTION OPERATIONS THE CONTRACTOR SHALL CONTACT THE FOLLOWING TO VERIFY LOCATION AND DEPTH OF BRIED CABLES AND OTHER UTILITIES 1-800-424-5555 IRRIGATION DITCHES t A.i FRANUONED IRRIGATION DITCHES LOCA'ED 'MTHIN THE PROJECT RIGHT-OF-WAY AREA SHALL BE OBLITERATED. TO BE PAID FOR AS UNCLASSIFIED EXCAVATION. V.VIOTESCVC OWC 03-04-93 ' STATE PROJECT NUMBER SHFFT N. 19TH INTERCHANGE -- WEST E. VALLEY CENTER DRIVE M°NT 51Ps 23� '`e)' 4 N. 19TH INTERCHANGE - WEST CONTROL TRAVERSE DIAGRAM NOTE: E. VALLEY CENTER DRIVE �\ SCALE 1" = 300' $ u 24A - 1990 CONTROL TRAVERSE PANT N \ ► �O 37 MOOT CONTROL POINT EAST VALLEY CENTER DRIVE m< 1990 CONTROL TRAVERSE POINT 44 �Sg O O O L0 = tOD - n0 qb p tP N -' - It 190 + ti tt , S 53R9.36' E 5 52,59,55,E- Q + 0 ♦ y CONTROL TRAVERSE COORDINATE TABLE POW NORTH EAST ELEV. Ada LO. (1) (X) (Z) LOCATION PT 2S 15371.25 43069.16 4659-97 t25.65'RT Of SIA. 1534+39.96 PT 29 13775.9e 4669. 2 97.W AT OF STA. 1M-58.81 1 16.St 44 10 77 4694. 111.54 AT TA 1 ] 17.22 41~ �p u � 11f1 11 1 14 44711-13 465664 429,05 IT QF 5TA. 1 +36.6I 305 A 1 46 1. T m 31 6 1J76001 +. 1 4661.06 70.75 LT a STA. 1560.0 2 T _14J. b � N �^ < rho ,� �r' ;' +4'P�,�rKtp�4E.T�•a 'T?�� R/W COORDINATE TABLE ��' �•� 4i i', a "'^'�+cr°�"1.7M POINT NORTH EAST i ' o „ I.D. (Y) (X) LOCATION N 19925,93 36278-71 4+95.56 BEGI a~� � t N R ACQUISITION RT. 1907494 36662-72 9+00 BEG. LIMITED ACCESS CONTROL 3 19806.71 36082.80 11+40.00 - 75' RT. 4 19799.22 36942.12 12+00.00 - 60' RT. g & ♦ Illl g 19354.60 37634.57 20+40.00 - 60' RT, I�' '°i614 COORDINATE TABLE FOR ALIGNMENT 6 19306.85 37673.88 21+00.00 - 75 RT. Q + 7 1 18503.81 38759.06 34.50.00 - 75' RT. N R 1- 7 .48+yo rlr POINT NORTH EAST a 18195.21 38%6.11 38+00.00 - 60' RT. S OC'3309'r , ' �� >`d I.O. (1') (X) LOCATION 9 18307.67 39049.33 38+00.00 - 200' RT. _ y 1 17652.26 39932A0 49+00.00 - 60' RT. H78.69 1 19998.89 38056.13 2+71.76 BEGIN TEMP. CONN. a 1 I STA, 10 2 20000.11 361i6,42 T.S. 3+31.76 11 17604.17 39970.99 49+80.00 - 75' RT. o - END SIPS 235-1(6� 12 16408.62 41557.46 69+46.52 •• 75' RT. N.t9TN W1R. - NEST 3 20001.22 947.83 36680.3 S.C. 4+ D T 4 19947.83 38680.38 9+00 END TEMP. CONN. BEG, SIPS 235-' 8 5 1 18322.48 47878.90 70+96.52 - 70 RT. 1 5 20015.00 36843.00 1 P.I. 10+58.49 14 16328-75 41909-53 72+65-0 R -EXIST. R W 89.8' LT. YS Zn a 6 19670.35 3730545 1 CS. 15+87.60 15 16307-41 41888.70 72+65-0 - 80' LT. .1 7 19582.71 37427-17 S,T, 17+37.60 16 14673.15 42410.60 T.S. 90+06.99 - 70' RT, 8 117820.40 3980868 P.I. 47+00.25 - 0003000 RT. 17 14693.23 42539.04 T-S. 90+06.99 - 60' LT. 9 16468.51 4160260 T.S. 69+46.52 18 14523.8S 42446.79 C.S. 91+56.99 - 60' RT. 10 16376.69 41721.19 C.S. 70+96.52 19 14549.60 42569.11 C.S. 91+56.99 - 65' LT. 11 15957-55 42280.64 P.1. 77+95,51 20 13744.07 42884.78 100+27.19 - 60• RT. 12 15286-60 42386.68 C.S. 84+16.95 21 13823,79 42982.62 100+47.19 - 65' LT. 13 1511972 42411,79 S.T. 55+66.95 22 13709.59 42907.63 PCC 100+87.19 - 70' RT. 14 14683.97 42479.76 T.S. 90+06.99 23 13814.11 43000.78 PCC 100+67.19 - 70 LT. 15 14536.21 42505.51 C-S. 91+56.99 24 13701.99 43335.19 70' LT. 103+22.32-100' AT. 47+53.09 N. 19TH AVE- !8 14103.83 42570.46 P.I. 95+94.17 25 13525.00 43201.44 70'RT. 103+93.37-70' RT. 49+02.72 17 13761,85 42954,21 PCC 100+67A9 18 13661.13 43067.23 P.I. 102418.58 19 13600.27 43205.92 P.T. 103+67.47 20 13579.73 43252-77 104+10.69 END S-PS 235-1 6 5 21 13568.50 1 4327836 INT, vA1LEY CRT. DR. R N. 19TH AVE. 01-71-12 WCM%ZVCDM i STATE PROJECT NUMBER I SHEET No. TYPICAL SECTION NO. 1 MONT. STPS 235-1(6)5 s N. 19TH AVE. INTERCHANGE - WEST EAST VALLEY CENTER DRIVE 14.7' 1_ 14.7' y '3.8' PRIME Nth TACK 13.8' - 24.0'SEAL rt COVER _ 12.0' 12.0' LANE - LANE�' STA. 2+71.76 ONLY - rL PROFILE GRADE - FINISHEDR GRADE ♦ L 4:it t ♦c1 a,, 5. CUT DEPTH FILL HEIGHT 4:1 - AT SLOPE STAKE AT SLOPE 7 STAKE i 0.40' PLANT MIX SURF. GR. B (2 LIFTS) L 0 20' CRUSH TOP SURF, TYPE A CR 2 0.95' CRUSH BASE COURSE TYPE A GR. 5 L55' TOTAL SURFACE DEPTH i 4.0"+ 0.02 FT./fT. i 0.02 f T. T. 4.0' QUANTITIES AGGREGATE - - BITUMINOUS MATERIAL UNIT PST MIX COVER CR. TOP CR. BASE UNIT PLANT MOt SEAL PRIME TACK ILWACMNG MAT'- SURFACE COURSE AREA SO. FT. 10.3 5.7 32 0 SO. YDS. PER STA. 266.7 306.7 306.7 TONS PER STA, 4.40 0.40 0.39 W. YDS. PER STA. 38.1 21.1 '1 K 5 TONS PER STA- 734 3.3 j GALS. PER STA. 15.3 FILL CUT HEIGHT AT SLOPE DEPTH AT SLOPE SLOPE STAKE SLOPE STAKE C 0 4:1 0 - 5 5:1 10 - 30 3:1 5 - 10 4-1 TYPICAL SECTION NO. 2 OVER JO 2,1 10 - 1 S 3:1 l_- -- 15 - OVER 2:1 17.0' _ _ _-- 19.0 - - -� STA- 2+71.76 TO S.C. 4+81_76 (0.05 '/, RT,) 14.0' 15.1, _� STA. S.C. 4+81.76 TO 9+00.00 TRANSITION TO TYP. NO. 3 13.3' PRIME R TACK 14.1' 24.0' -SEAL & COVER 12.0'_ f y 12.0' r Q PROFILE GRADE LESS N.C. - FINISHED GRADE A:1 FILL HEIGHT AT SLOPE 4'1 4'tr 4.1 5•' CUT DEPTH STAKE AT SLOPE STAKE 0.40' PLANT MIX SURF. GR. B (2 LIFTS) 0.20' CRUSH TOP SURF. TYPE A GR. 2 - 0.95' CRUSH BASE COURSE TYPE A GR. 5 1.55' TOTAL SURFACE DEPTH 2.0' 0-05 FLAT. _ 2 FT, 4.0' pi- -- - FOR QUANTITIES REFER TO TYPICAL NO. 1 3 STATE PROJECT NUMBER SHEET No. MONT. STPS 235-1(6)5 6 TYPICAL SECTION NO. 3 N. 19TH AVE. INTERCHANGE - WEST EAST VALLEY CENTER DRIVE STA, 9+00.00 TO C.S. 15+87.59 - 0.05'/ RT. STA. C.S. 15+87.59 TO 17+97.59 TRANSITION TO TYP. NO. 4 �•p _ _ STA. 70+98.52 TO C.S. 84+16.95 - 0.05'/, RT. L -T STA. C-S. 84+16.95 TO 86+26.95 TRANSITION TO TYP. 140. 4 STA. 91+56.98 TO P.C.C. 100+67.19 - 0.06'/ LT. P.C.C. 100+87.19 TO P.T. 103+67.47 TRANSITION TO TYP. NO, 4 C PRIME t TACK _ B SEAL t COVER 10.0'FUIUNE 200'FUTURE 121Y 10.0' 4,1Y I T PROF.O CR. SS N.0 - , 4 Y 4d lalr 20-. 1 V vT 0 20. 1 ff'o, +15' COMP. PL Mix SLW. (FUTURE) GEO TEXTLLEFABBIC-SEP/STAB.-MED.-WOVEN .40' COMP. PL. MIX SURF. GR B -2D" COti. CA. TOP SURF. 0.95' COMP. CR BASE CRSE. TYPE A OR_ 5 2.05' DEPTH OF SELECT BORROW - UNLESS GRAVEL IS EN IERFD FOR PERELEVATK)N SEE PLANS CROWN SU 0.02.PER I.W FOR QUANTITIES. REFER TO TYPICAL SECTION NO- 4 WDTHS SUPERS A A' B C 0 D' I E E' F G 0,05 '/, 8.7 9-3 42.0 47.5 22-5 24,9 23.4 26.7 28.0 4.0 0.06 '/. 0.7 9.5 42.2 47.0 22.4 25.4 23-3 27.4 t28.0 4.0 FILL CUT -- HEJGHT AT SLOPE DEPTH AT SLOPE SLOPE STAKE SLOPE STAKE 0 - 10 4:1 0 - 5 5-1 10 - 30 3:1 5 - 10 41 OVER 30 21 10 - 15 3:1 15 - OVER 2.1 TYPICAL SECTION NO. 4 Su. 17+97.59 TO 68+86.52 STA. 68+86.52 TO C.S. 70+96.52 TRANSITION TO TYP. NO. 3 STA. 86+26.95 TO 89+56.98 t STA. 89+56.93 TO C.S. 91+56.98 TRANSITION TO TYP, NO. 3 STA. P.T. 103+67.47 TO 104418.69 MATCH SHLDR. OF N. 19TH AVE _ 25-3' 25.3' 21.9 _ _ _23 9' _ 47.8 PRIME t TACK - -- - - SEE DETAIL SHEET . 42 2' SEAL t CO%`ER 1a.o' 9r 20.0' FUTURE MIY FUTdRL M .55' I 4.0- 10.0' 6.1 J1� 0.15- COW. PL. MIX SURF. (FUTURE) 0. COMP. PL Mx SURF. W. B 0.2w J9E0 TEXTILE FABRIC-5EP/STAB-MEO-WOVEN 20' COW. a. rD> SURF. ---- 0-95' COMP_ CR BASE CRSL TIME A OR 5 T-7.85' OEVTH OF SELECT BORROW UNLESS CRAYR IS OiC/NJ 0.02' PER 1.0' ENCOUNTERED CROv% 002, PER to, _ QUANTITIES AGGREGATE - - - -- BITUMINOUS MATERIAL UNIT PLANT MIX COVER CR- TOP CR. BASE UNIT PLANT MIX SEAL PRIME TACK SURFACING MAIL S IRfACE COURSE - i ��� —-- - —- -- STATE PROJECT NUMBER 5MICCT NO. MONTANA I STPS 235.1(6)5 7 SUMMARY N. I9TH INTERCHANGE - WEST E. VALLEY CENTER DRIVE ADDTIONAL EXCAVATION & EMBANKMENT GRADING PAVEMENT MARKINGS STATION ADD' L. ADD' L. REMARKS STATION CUBIC YARDS GALLONS PLASTIC EXC. EMB. REMARKS FROM TO FROM UNC. EMB.+ SPECIAL UNC. • 2+71 76 4+90 DRAW DITCH RELOCATION AT. EXC. ORRO BORROW PAINT YELLOW WHITE 3.60 • PRIVATE APPROACH LT. REMARKS T APPROACH T. 2+71.76 YELLOW WHITE WORDS LIN• FT LIN. FT SO. FT 5+90 • PRIVATE APPROACH LT, SYMBOLS 4" 8" 21" WORDS 7+13 10068 10068 15891 9+43 PRIVATE APPROACH IIS'LT, SYMBOLS 9+24 11 • PRIVATE APPROACH RT. 30*94, 19 19 - 27450 31600 50216 4150 9+37,11 • • DRAT APPROACH 22 3 2 4" SMILDR. LINES 15+15 15+15 • • GRAIN DITCH RT. 104410*69 72 62 2SUB-TOTAL INTERN 19+00 - • • PRIVATE APPROACH RT. 19+25 28+25 • • DRAW DITCH RT. 28+25 34+00 • DRAIN ITCH RT, 31+00 - PRIVATEA PR A H T 36.30 36+83 PPE BERM RT. 36+60 37+90 • IR 140 SUB TOTAL FINAL AT DITCH RT. 3T+00 • . PUBL& APPROACH RT. 22 82 2 140 TOTAL - . . PRIVATE PPR ACM TOTAL 37518 4J668 6610T 4150 S +7 _ • A P - ( R 3+ • PRIVATE AP ACH RT, * = 54.00 54+15 IRRIGATION DIT H RT. SHRINK FACTOR I. 33 PRIVATE APPROACH RT, •SEE TYPICAL SECTIONS & SPECIAL PROVISIONS 56+00 _ • • 66+00 • PRIVAT APPROACH T 72+00 • PRIVATE APPROACH RT, 72+00 73+30 • DRAIN DITCH EDGE DRAINS (SEE DETAIL 6 SPECIAL PROVISIONS) 81400 PRNA APPROAC T. GEOTEXTI E 81+00 PRIVATE APPROACH RT q" 4" PERFORATE DRAIN 89+; b3 PRIVATE APPROACH LT. STATION EDGE DRAIN pVC DRAIN PVC DRAIN AGGREGATE "DRAINAGE SUP/STAB REMARKS BLUE TOP STAKING 89+35.83 _ PRIVATE APPROACH RT, LINEAR FEET 2" MINUS HEAVY" MEO-WOVEN M6+ PRIVATE APPROACH LT. 3.8 COURSE MiLES 95+50 • • EDGE DRAW DISCHARGE PITS FROM TO LEFT RIGHT (EFT RIGHT LEFT RIGHT LEFT RIGHT S0. YDS. - • PRIVATE APPROACH LT. CLEARING & GRUBBING _ PRIVATE APPROACH RT. + 1 +10 _ IO _ TYP R 6 • : PRIVATE APPROACH T. IS+10 20+00 - 460 18 LTG BE INCLUDED IN THE PRICE 6 IVAT M RT17+00 22+ 17T T. _ - • IT H R500 6 810 FnR UNCL, EXC. I 0 • + _ 00 TYPE 11 103+65 104+10.69 C T N. 19 AVE. 0+00 5 00 22+00 27+00 500 - 8 - 1T 7 - 28.7 T 20 - - - _ 3+00 104+18.69 TOPSOIL 5-00 28420 - 3 TEMPORARY PAVEMENT MARK INGS �0+� • PRIVATE AP3ROACH Ri. 1♦09 31+00 490 - 10 17 - 7 31+50 320 20 - _ TYP C S.7 MI(IS (+ 0 35+80 480 20 - . 31,50 36+00 - 450 20 TOTAL INCL. W GRADING DISCHARGE 36+3 40+ 4 17 - T 28.7 T I ♦ 0 1f09 44 5 _ 17 _ 1 _1 TYPEI DISCHARGE INCLUDED IN ROADWAY QUANTITIES + 4 +50 500 - 20 - _ TYPE1 +00 46-00 500 20 45.50 50+50 S00 5 - 17 7 28. J 1Y HAR' 46+00 51+00 - 500 - 5 IT - 7 TYPE - 17 - 7 8.7 TYP NARGE 50♦50 SS+SD 500 7 1 SC 1+0 6+00 - T 17 10 T Y DISCHARGE 5 ♦ 61+00 50 I 7 28. 7 TYPE DISCHARGE 56+00 61+00 1Q- - _ _ - T 1+20 66+2o S 3 _ • F It ms[HARCE [j!l 6 +20 - 720177 HARGE •00 280 Y 1+ 7 177 -7 TYP30 T+ - 0 2417 _ 7 28.T TY3 82+30 Y30 BT+30 4 17 )I + 0 0+ soO 4 = 17 7 = SEEDING (SEE SPECIAL PROVISIONS) 87+30 28.7 90+30 3 3 17 7 7 I ACRES ACRES 90+50 95+ O 500 - 17 7 TYPE I DISCHARGE STAT ION + ♦ 3 �15Sa1BBGE - REMARKS 99+50 192+00 47 22 - TYPE 11 AREA SEED FERTILIZER FIBER LL CONDITION NFROM TO AREA I AREA 2 AREA 1 AREA 2 AREA 1 AREA 2 MULCH SEEDBED 1 20+000.96 9• 6 9+00 *I + I,9 80+00SUB-TOTAL 6950 194168 187 136 545.3 51930 104.18 1 1 545.3 51930 N.19TH AVE.INTERCHANGE HEST 11AL 14990 532 TOTAL 6.92 6.92 6.9 PROJECT KAMER SFEET NO- -- MONTANA SIPS 23S-1(615 8 SUMMARY N. 19TH AVE. INTERCHANGE - WEST E. VALLEY CENTER DRIVE CULVERTS OPT iCNS CUBIC YARDS I#iGHT SKEW CULVERT BASIC BID ITEMS CUBIC YARDS ALUMINUM REMARKS CUBIC YARDS CUBIC YARDS STEEL = FhC n UGtN 1."DU' N�RAP covER ANGLE REMOVAL CULVERT LINEAL FE T END EDDMC'L."DC RPRAP PIrE z FND EDDIN OU RIPRAP ? 2 3!Px t/2' { SEC.'P:IN`- MOO L. CONE. STD. DIIG IN PIPE BEOOING CL."DD" RIPRAP CONCRETE Z SECTIONS WT L. CONC. SID. DOC. ? ?/'. ■ 1;2' SECT TUNS NAi'1. CONc. STD. D o sta. W. sTD. IH4 N0. ?` FEET STATION LENGTH RELAY CULVERT AIAT'L. CONC. STD.DWG PIKE SID. DOC, STD mac. NC. 25 CORRUGATION .p, 40 rp lc,!' 101A.IN. 1 STD. DV SIC. ate• ►/J. 2S CUR 4LGRTID•6 NU. 40 ME. 3UII •S xt• CVIRLLAI I(w L OF CULVERT Exc. SID.tDK D. 01, NO. 25 w NU. 41 tl0. sA32 PPE wo, o►+I 0 A ; - Sex _ 2.T 24'x42•1-40'Cr'A E. vAI LEY CENIER DRNE 81R•_ 4C _ _ - PRIVATE APPROACH LT. - 36'/iR Cl. FETS FETS _ 36`IRR-0.075' FETS h:TS I8' 0•o60 ACFTRACFT PRIVATE APPROACH LT. t5 _ 18-'-0.064' - AL-E' ACE' ACETRA-ET I.0 4+90.00 36 RR S4 _ Ig'- CL.2 AC-FT ALFT IB• D•_O60 1.0 PRIVATE APPROACH RT. 5+90.04 IB _ 54 IC - ;8'- CL.2 - ACET ACET - - - - Ib' 0.064" - AC[T ACET - 1B" - U.0GO - TLTS_ iE�S _ _ - 18'x IUO' FiiR. PUB(IC APPROACH L.I. - 0 - _ ;8'-C.064' FLIS rt=t5 ?4' x 32 C►P E. vALLEr CENTE4 DRIVE t•43.00 IB 54 20 i8' Ct.2 - FLIS :FTS _ _ - - 9�31, II a 46 - 9+3f.II _ Ez1EKD Ex15T. 24' CSP DRAM 20 _ 5.3 �q.4p.o0 - x fLTS c,T a2'x 66' CNP E. VALLEY CENIER DRIVE i4'-0-064" L - FEtS FLrs 112 5.6 0. PINNATE APPROACH RCH RC T• 0 - c r t64 10-6 7. 60 C.064' Ff1S FLIS lf2 9.6 20. 4►60' - 0_060 FETS FE1S 5'i FxTENO 30' CSP RR. - t5+IS.00 ?4 44 64 1U.6 [?. 54"- CL.7 FFTS E 5 FTS E'S 2a' 0.060 4.G S5' L(• - 28+75.00 S4'DBL. 204 250 _ FETS FETS 2t_0.064` COUNTY ROAD 46' RT. _ SC 24' CL7 _ - 30"IRR U.075" va.fx FITS 1.0 �!♦00.00 ?A 36 _ - - - _ - SETS lETS - 24"'-0.06C *E'S FETS - - 36.05.00 30 'RR 146 100 24 0.064 COuNTT ROAD 90' RT. QR. _ 74•- CL2 - FzTS JETS I.S 3T�00.00 24 20 PRwAtE APPROACH RT. _ SC'IRa Cl. - FE15 FCIS - 30"IRR-0.0T5' = FLIS rEIS 19' - 0.06C ItTS FITS PRIYATE APPROACH RT. - __ 3G - _ FT FF'S - FLIS rCiS I.5 3T•00.00 30 IRR f2 18' CL.? FFTS FFTS I8_ O.U60 - _r4'Rk]a'Sz74'IRR WLST:AKE ROAD - 5D RT. 19 46 5 --- fE"S FE1S t80.064' FETS F_E45 _ 45rOp.00 8"- CL.2 94 5.2 4.2 30' lT. 50"xy'x44'ARCN E. YAULY CENIER DRIVE 53•00.00 18 -08 ?0 - 9t B.2 •60' 0.C60 of EvEI PRIVAIE APPROACH RT. 15 _ 6U' D 06q" ♦ evE vL 3_0 - 53+40.00 _ a' - FLIS FLIS 8" - U•060 FETS FETS 61+20.00 60 ?2 85 B 0 06 E. VALLET CENTER DRIVE 45 B CL.? FITS FFIS S.0 50' Li. 66.00.Op a 66 - 4 _rFI EVt1 OB B.2 1'E FVE 1U8 8.7 - - 60 0.064" �60' 0.060 36'x32' CAF Ex15T. __T RT. INCL. CONC.HDWALL _ _ PFrvATE A4PROACH RT. 60 I lb 65 _ _ _ FETS FETS t' t PRIVATE APPROACH LT. _ T1.88.00 _ IB'-J_064' FLIS FE15 t8 O'060 I.0 -_ - T2r45.00 20 _ rET5 FETS 18._0- - FFTS FETS - '8" - 0.060 - rLIS FE'S - b aRvATE APPROACH RT.OD PO 16 66 25 - 18 CL.2 fETS FETS IB' - 0.060 - FFTS FE1S 20 - 18" G.06<' -ETS -ETc 89+35.83 18 46 IS' Cl.2 - rt15 FETS - 2 2 PRIVATE APPROACH L?- 89-35.83 f8 SC 25 - - 1B" - 0.060 :L`5 FETS_ - PRIYATE APPROACH LT. 8 0.064' FETS r[TS - FFIS FFIS �'0 - 16 CL.2 FFTS FFTS 18� 0.064' FETS FFTS IB" - 0_060 _ _ t•3 _ PRIVATE APPROACH RT. 94+00.00 to 56 30 - IB'- CL.2 FETS FETS - - 8" 0.060 - rEtS =ETS aR YarE APPROACH LT. - 46 ?0 1B" C1.2 - R15 rEIS Ib' 0.064' iETS FE15 fE7S FETS I'D 96+g5.00 IS rEIS rLTS IB 0.060 PRIVATt APPROACH RT. - 96.45.00 - - Ia G.Oo4' 18' - G.060 fLTS FETS t.T E• VALLEY CCNTER DRIVE IB 48 20 19' CL.? FFTS FF*S - - 2.0 S Li. IB'-0.064" FE'S Ff1S FLfS FETS - Ott46.00 78 46 - 2C 18' CL? =E'S FETS FETS FFTS - 74" - 0_060 - lOT.00 IB 50 70 - ?q"- EL.2 FLIS =ETS _ ?40.064' _ iQSr90.00 ?4 4U 25 - - 1tIC r6x IQ.6 TOTAL - * PIPE CUA'ING SLE SPLLIA' -H0'v'51U1v5 (K?: I HEYFI CULVERT SUMMARY RECAP CubIc YARDS NEW BEDDING CL. DO CULVERT RPRAP BASIC PPL MATERIAL CONCRETE EXC. CL- I BID (TOTAL) t8' 702 - - 2i�_ 400 2T.T 54"- _ 20� 164_- 10.6 - 60 238 - - 0' RR 254_ _ U _ r 70TAL 16q 10.6 1110 27.7 N ^ ------ ----- STATE I PROJECT NW" I 94M No- MONT. SIPS 23S-1(6)5 9 SUMMARY N. 19TH AVE. INTERCHANGE - WEST E. VALLEY CENTER DRIVE SUPPLEMENTAL ITEMS SURFACING STATION CU. YDS. TONS TONS C.Y. AGGREGATE TORS BITUMIN. MATERIAL ALS. 81TUMIN. MAT. REMARKS STATION LINEAR FEET FROM TO ROADBED HYDRATED FOR PLANT MATERIAL �'M TOP Alw. 0�11511ED 8A9F C041 % RlAKT MIX SEAL PRIME TACK COMPACTION LIME TYPE .A� TYPE 'A* 85-100 CRS 2 MC-70 SS-1 FROM TO GROSS NET + - MIX GR 4A OR. 2 GR. 5 TEX MOD GRADE D ?+71.76 04*18+69 123912 19180 734.8 fi6.6 84.7 2532 N. 19TH AVE. INTERCHANGE WEST 12241 562 3455 TOTAL 7~ 123912 201 9+00.00 104+15-69 9510-69 _ 9519.69 - NT PPoICE &D FOR UNCLASSIFIED EXCAAAT10N INCLUDED 1N THE U 4.2 8.9 Aj)Qgl AL_LVRFACING 67.0 10U6 - F2+76,71TOTAL518.B9 - - - 13372 597 4148 21657 001.8 70.8 73.5 2688 N. 19TH AVE INTERCHANGE NEST TOPSOIL - SALVAGE & PLACE ADDITIONAL SURFACING (wcLUDED IN SURFACING ouANnTtEs) STATION C.Y. TOPSOIL REMARKS TONS C.Y. AGGREGATE TONS BITUM04. MATERIAL ALS, BITMIN. MAT. FROM TO STATION LINEAR FEET REMARKS CNU4IED TOP . OiN9ED BASE COURSE PLANT 1a SEAL PRIME TACK 9+00 20+00 525 FOR PLANT MATERIAL TYPE ,A, 8S 100 CRS 2 MC-70 SS-1 1080 MI% TYPE •A• LATEX MOD. 20+00 50+00 FROM TO GROSS NET + GRADED GR 4A OR. 2 GR. 5 50+00 80+'a - 1104 249 9.2 0.8 0.8 32 TYPICAL N0. 2 1053 CONNECT TO PTW 154 7 4• - TRAN 11ION TQ TYPICA�3- 80+00 104+1a,69 2+71.76 ♦+81.76 210.00 210.00 - 66 25.J 2 3 2.2 88 ROAD A ROACH-TYPE A PRIVATE 4+61.76 9+OOA0 41¢.2♦ 418.24 CONNECT TO PTW 422 19 146 _ 148 3.2 - 0.8 4-PVT, TYPE A-24' S8 22 _ _ FIELD APPROACH TO PVT. APP. 5J+00 RT. 1-FIELO - 24' - - a - J.2 - 1.6 - ROAD APPROACH-TYPE B FIELD 16-PVT. TYPE B-24' 54 - 272 - 7a4 - 1.2 - ROAD APPROACH-PUBLIC 9+37.11 FIT. TOTAL 3752 55 - 100 7 4 PUB.APP.-32'X195' 123 - 102 7.4 _ - 1.3 - ROAD APPROACH-PUBLIC 37+00 RT. PUB.APP.-32'X200' �24 - - FIT. IURN LANE h FILLETS 1168 9 88 - 403- _ 11.3 1.1 0.9 36 99+60.33 104+18.69 458.36 453.36 6J.0 4,2 8.8 156 N. 19TH AVE INTERCHANGE 'NEST 1131 35 691 2477 TOTAL OBLITERATE ROADWAY' - FENCING (SEE sTo. owc. No. SECT- 607) STATION RODS EACH GATES LINEAL FT. L1N. FT. STATIONS REMARKS sNal E REMARKS TO STATION DOZER DOUBLE FROM REMOVE TrPE 11]P- 9N9if END O[AOMAN G� FEJICi HOURS 9 F44--t FS F6 Fold PAS PANEL PANEL FROM TO RE T 250 - - ♦_ _ LT. REMOVE t RESET FENCE 7+6U 16480 9 EXIST. RDMfY- LT, 2+71 76 04_+1869 _4 _ - - 35+00 37+00 2 EXIST. RO'MY. RT. _ - - 260 RT.-4 BARB.�W000 POSTS 56+� b9+00 11 EXIST. RDWY. LT. 3y50 5+75 13.6- 8 5 2 - 48 - - t92_1 2 6 RT.-4 BARB- W M000 POSTS 4+95 38+64 3 2 96 240 RT,-TtE END TO N.19TH FENCE TOTAL 22 37+36 52+50 305.0 14 2 4 -TIE TO EXIST. CROSS FENCING 53t60 103+93 - _ 80 280 LT.-TIE END TO N.19TH FENCE . ANY EXCESS MATERIAL FROM ROADWAY OBIITERATK7N _ _ 140 7 11 3 3 - _ - -TIE TO EXIST. CROSS FENCING MAY BE USED FOR SLOPE FLATTENING. 72+65 103+22 1 - LT.-END AT I-90 FENCE 1 _ - 1.a 72465 - -- 37 12 12 4 240 780 TOTAL ♦ 13.6 639.E 230 V SUM3EVC_DWG 08-31-93 STATE I POMCT NUMlER ISHILET N0. k0ONTANAj STPS 235-I16'S 1 IC D E T A I L N. 19TH AVE. INTERCHANGE - WEST E. VALLEY CENTER DRIVE HYDRAULIC DATA STRFAM NAMF SIZE / TYPE CF° I;4 FLOOD BASE FLOOD (1%) CVERTOPPING FLOOD REMARKS iIF NAMEDI SiRL1C1URE�J MAGNITUDE FR.EOUENCY H.W. Et =Y. MAGNI'L:DF H.W. ELEV. wGNIT.IJE APPROX. H. W. ELEV. FLOOD OF RECORD, OD(max),E-C. (C.F.S. ) .%I IF T. 1 (C. F.S. ) t T. P. S. FREOJFN:Y ;I tFT. {� 28.25 LNNALED 2-54"RCP OR 2-60'CSP 251 2 4609.T 272 4609.2 268 0.5 A609.7 1 6'r20 L•INAWD I - 66' C5P 125 2 4635.9 133 4636. ! 27 1.0 4636.0 - _ - j F PRUNNAMED6O' CSP 25 2 <642.2 133 46A?.5 25 2,0 4642.2 UNN A Lf D A — NOIFS: a N.W. ELEVATIONS SHOWN ARE RASED UPON PEAK FLOG ANA_YSIS LNLESS NOTED N REMARKS COLUMN. EX(FF.')ANCF PROHAB11 ITIFS STRUCTURE SIZE OR TYPE AND RELATED rYDRAULIC DATA MA* NOT REFLECT CHANGES MADE DUE 25 YEAR 4% CHANCE TO RAW OR OTHER CONSIDERATIONS ILF.. STOCKPASS ADDED, STRUCTURF S17F OR TYPE CHANGED, SO YEAR 2% CHANCE NOAO GRADE CHANGEO DURING CONSTRUCTION, E`C. ). 100 YEAR 1% CHANCE ®OVERTOPPING 15 DEFINEO AS FLOW OVER THE ROAD. FLOG TWOUG- A SIGNIFICANT RELIEF STRUCTURE. 200 YEAR 0.5% CHANCE OR FLOW OVER THE BASIN DIVIDE GHICIfVFR IS IOGFR. 500 YEAR 0.2% CHANCE ?,'iHIC+H WA7-R FIFVATnNS SHOWN MAY VARY SLIGHTLY DEPENDING UPON TIrE PIPE OP'ION SELEC"CD. -- S+'CCML 90RROG I --� - ----- _ EOGF DRAIN .n (SEE SPECIAL PROVISIONS) r GFC"F A"I E 'CRANAGE-HEAVY' --� L2.0' A-I-B OR BETTER [BELGRADE GRAVEL) --� DRAN M.-U4AG A'E 5 1 I STA. r•SO Al. 51 A. 15+40 BY. STA. t6+80 TO 17+00 LT. 500'_ STA. 20+00 Rt. STA. 21+80 TO 22+00 LT, STA. 25+00 RT. STA. 26#60 TO 27#00 LT. STA 7 ST4 38++00 ttI. STA. 36+0 TO %40 RT. NOTE: EDGE DRAIN DISCHARGE TO BE STA. 31+50 RT, STA. 45#30 TO 45150 LT, SPACED AT 500+--T. SEE CROSS STA. 40+SO L T. STA. 45680 TO 46400 RT. +0 STA. 410 FIT. STA. SO-SO 10 SI+00 FIT. �} SECTIONS & PLAN & PROFILE SHEETS. RT A. 61+20 1 T. STA. 55.30 10 55+00 1.1. -- - _ STA. 6t.50 R7. STA. 55+10 ID S6+00 RI. STA. 17+30 Rt. STA. 66+00 TO 66+20 Lt. • s • e a . e_ej_ --- 6rl STA. 99W0 LT. STA. 7F•10 10 T7430 RT. &:. -- - Sr A. 92•10 IG 82430 N1 SPEC A_ N4G• . _ - S'A. IS•30 TO ES+50 LT. _- STA. 07.10 TO 07+30 RT, 4' PERT. PVf. DAA I STA. 90•30 TO 90+50 LT. -� --{ A• 95•30 TO IS SO lT. EDGE DRAIN m � TYPE II EDGE DRAIN DISCHARGE EDGE DRAIN DISCHARGE DETAILS (TYP. EACH SIDE RCjwv. TFMPI AIF ) TYPE I EDGE DRAIN DISCHARGE NTS OIY.1d STATE ��� !aT p 'p"'T• STPS 235-I(Q)5 11 S CULVERT END TREATMENT 0 o c o o OUANTITES (FOR ESTIMATING ONLY) F-641/2' X 4��s* CALVAN17ED PIPF. I)CE D+.E 45 04,f T. NCHES LEVGTH,F7. hLHRL_L LOOP SCHEDULE 40 INSL41, EACH F 0,A. (1,41 'H: T I B [ C E 5 R J - — 4.75� 0.611C.2T 4.0 C.25 0.Y5 9 6.5 0.t 1 C.25 S.T5 0.25 0.'5 0 0 0 0 0 24 10.0 '0 2.5 '2.5 0. 2.0 0. '510.21 9.25 C.n 0.15i J S'EEL PIPE AS REOURED PLAN VIEW I L X 4" HEX 1 'L izHi `64/;/= X 4/c, &ERRULE LOOP 045,C4' Y rJ 1 _ AS %fG. BY Cc•TCN %II.FRI(P. t l 5.1G 7 F4Q ND ulh�h F t' fSCHFDL4f 40} — -- — CA.VAN 7FJ StfFl PPE END vlEw SECTION A-A VIEW OF INSERTS MONTANA DEPARTMENT OF TRANSPORTATCN NCIL; 'AN' A-L NCN-C4.VAN',1LC PARTS IN A�,.CJR'aV�'.E NIT- STA40AR;1 S%C4. SE;. 6'2. RCP ROAD APPROACH CULVERT C. Cr n END TREATMENT Acrcco DRAWING NO_ (60,210000xxxx.am r" - m 'a'T b1P3 235-K6* I; SEE NOTES CiLVERT END REA i MENT' OLIANTIT,ES (FOR ESTIMATING CNLY i GA. A H P PF ]f4'XS/!"z+i!• Gilj,�YHANA No.4 DIMENSION,FT. I J CMP, INCHES LENGTH.FT, GALV.CHANNEL I N' NG HI ) C V.D0. J.YD. pEBAR LB. B C D f G J ! SEE NOTES 15 T 10. _ .20 .20 5.0 6.0 1.0 B 18 _ 8 10' .33 .33 5.0 7.0 t.0 Fmp 24 10 17 1 3 6.0 15 1.95 .SO .50 6.0 9.0 1.0 -------------- 1 30 12.5 16' 3 10.0 .20 .95 .601.60 8.0 I I.5 1.0 ------------ 1 A � 1 f • A i NOTES I 'r FPE SHALL HAVE ANNULAR CORRUGATION OR REROI.LED ENDS. I USE ONLY APPROVED CCUPL14G BAND PER STANDARD - SPECIFICATION M709.02 CAP. FOR RCP END I TREATMENT. SEE STD. OK. 49 FOR CONNECTION. --------------------t-------J 21 GALVANIZED STEEL PPE. GALVANIZED CHANNEL. AND FA8R•- AS 1 �B REOUIRED TO BE INCLUDED IN THE UNIT BID PRICE FOR DRAINACF PIPE. 3) THE TWO -Y4" CHANNELS MAY BE ELIMINATED FROM THE CULVER- END TREATMENT IFI STEEL PIPE A_ 1.1E CULVERT I FABRCATED WITH 12 GUAGE 10. 109' THICK) MA'ERIA-. AS REOURED 3/4'X3/B'x1/B'• GA-V. CHANNEL B. HAI c CIRCLE NOTCHES ARE CUT IN THE CULVERT FOR THE STEEL PPE WITH CONTINJOJS WELD OF THE PERIPHERY IN CONTACT PROVIDED. CRAFFD AND SPOT WELDED � C. PANT ALL MELDS AND OTHER NON-GALVANIZED PAR?S IN ACCORDANCE WITH STANDARD SPECIFICATIONS SECTION 612 'PAINT ► PANTING'. PLAN VIEW A I -ONNEC'IONS MADE PER STO. ONG. 49 MILL REOURE PPE LENGTHS H AND TO BE Ih,REASED 70 3'. I CRIMP r OF EACH D SPOT A HCORRUGTION.BO H IF SPACE SIDES AT REST EFROM G CROUVG . IhF OUTER EDGE Of CSP TO CHANNEL IS LIMITED THE VALLEYS MAY BE RELDED. i Cw PEA EVG ASS RE DUIPED Fez• p'�1 ((/��}} YP. EA, E40 3/4'X718'x1/8" i Q A. STEEL - = - CALV. CHANNEL P?E a5 RECUIREO� i' rOR ALL PIPE ---_____- Ems!/ F DIA. (SCHEDULE 40) GALVANIZED STEEL PIPE AS REDJIRED SECTION A- A END VIEW SECTION B-B MONTANA DEPARTMENT OF TRANSPORTATON x 4 CMP ROAD APPROACH CLUILV '( END TREATMENT .�.uu DRAWMp CFO. 6-89""" A [6o."0080111011 1 SHRINKAGE FACTOR = 3SH MASS DIAGRAM STATE PROJECT 5NUMB"-1(6 SHEET Np TOPS❑IL REPLACEMENT SHRINKAGE FACTOR = ZO% MorrT. STPS 235-1(6)S 13 NOTE, HAUL WILL NOT BE PAID FOR SEPERATELY BUT INCLUDED IN UNCLASSIFIED EXCAVATION. NORTH 19TH AVENUE INTERCHANGE - WEST D O Z I I I I I I I I I I I I I I I + O J t p --J O Ot7 m G� ^> CD x Z o o <. p 0 + _ O o , D r ` O D + _ _ Z v Pi,x O n . 8r_n n i r Z J W I I O O O m I � O O O 5fl fll+f0 O I N m I I I I I I I I I I I cn I I I i p LnD rJ O O O 0 0 0 � 0 O O 0 U 0 O + p �. L- OD m E\0=\KAt5K37Df0 00-07-03 • 11O^ STPS 235-KGM 1: SEE NOTES J __ _ CUL'vERT END TREATMENT OUANTI-IES (FOR EST IMATIN'3 ONLY DIA. A N PIPE jia•x)ie xlie TE NO.4 OWNS ION.FT. CMP, NCHES LENGTH,F'. GALV.CHANNEL F IA I IN) L N M( > C . D. U.Y REBAR I.B. g C C E G I J SEE NOTES _ I S 7 to, .20 .20 5.0 6.0 1.0 3 IB A 10' _ .33 .33 5.0 7.0 1.0 -CMP 24 I C 7 3 6.0 15 1.95 .50 .SO 6.0 9.0 1.0 ----- 1 I 30 12.5 1 16' 3 10.0 ?0 t.95 .60 .60 B.0 11. I,p I 4 I � A j NOTES: 11 PIPE SHALL HAVE ANNULAR CORRUGATION OR REROL_LD ENDS. USE ONLY APPROVED COUPLING BAND PER STANDARD SPECIFICATION M709.02 alp. FOR RCP END —_— I TREATMENT, SEE S-D. DOG. 49 FOR CONNECTION. ————————— -———————- 2> GALVANIZED STEEL PIPE. GALVANIZED CHANNEL. AND FABRIC AS B REOUIRED TC BE NCLLOED N THE UNIT BID PRICE FOR DRAINAGE PIPE. 31 THE 700 Y4' CHANNELS NAY BE ELIMINATED FROM 'HE CULVERT END TREATMENT IF: 5'EEL PPE A. THE CULVERT 15 FABRICATED WITH 12 CJAGE 10, 109' THICK) MATERIAL. AS REOUIRED 3/4'X3/B'XI/6' GALV. CHANNEL B. HALF CQCLE NOTCHES ARE CUT IN THE CULVER' FOR THE STEEL PIPE 017H CRIMPED AND SPOT WELDED CONTINUOUS WELD OF THE PERIPHERY IN CONTACT PROVIDED. C. PAIN' ALL WELDS AND OTHER NON-GALVANIZEO PARTS IV ACCORDANCE • WITH STANDARD SPFCIFICATICNS SECTION 612 PANT L PAINTINGS. PLAN VIEW 41 CONVECTIONS MADE PER STD. DWG. 49 WILL REOJIRE PIPE .ENGTHS H AND J IC BE INCREASEO TC 3'. CRIMP AND SPOT WELD,BOTH SIDES AT CREST OF EACH CORRUGATION. F SPACE FROM rSRCUND LINE �'" OJTER EDGE OF CSP TO CHANNEL IS LIMITED 'HF VALLEYS MAY BE WELDED. u t.� B C C C �� e CMw IF _ TYP EA END AS REOUIPED fit• I A �_ F P..IRIA. F 3/4">[3ig'xt/6' F DIA. STEEL TYP. EA. END GALV. CHANNFI PIPE AS REOURED � ALL PIPE :MF F DIA. ISCHEDULE 40) GALVANIZED STEEL PIPE - AS REOLEtED 3.,. SECTION A-A END VIEW $ECTION B-B 1lONTANA DEPARTMENT OF TRANSPORTATION CMP ROAD APPROACH CULV"W l -MEMOLRom, END TREATMENT ,aver° DIIAWMO NOM6 ..� 6 JEA f60.lJ 1 SHRINKAGE FACTOR SHRINKAGE 3 MASS T sTA� vaolEcT Nu►�eER r No TOPSAIL REPLACEMENT SHRINKAGE FACTOR = ZO% DIAGRAM �p+T. STPS 235-1(6)5 13 NOTE- HAUL WILL NOT BE PAID FOR SEPERATELY BUT INCLUDED IN UNCLASSIFIED EXCAVATION. NORTH 19TH AVENUE INTERCHANGE — WEST D 0 z I I I I I I I I I I I I I I IJ I O 0 0 - �I + - O CD CD O rrl Cd 0 Ll Z O o O f i O O D rn r O D c 2 I + z K W Z J K O f'1 � me Fit n z CD O II O m 70 0 0 0 0 O M I I I I I I I I I I I (11 1 I I I NO (A 41hD d ry o cp co .I 0)c,+ O O O O O O O 0O G O O 0 o � O a n O 0 0 O O 4 CD 0 0 � ;10 FC O O O O 0 Q O O O O 0c� + O L CD � L VOZO\pASSMSSTM%Q OW-W-fJ .._. STATE PROJECT NIJMBER�SHEET No MONT, SIPS 235-1(6)5 14 STA. 5+73.19 STA. 6+12.11 STA. 7+50,00 \� T.V. x-ING CL T.V. )(-INC CL PNR. UNE x-IN C>_ \ F N. 19TH AVE. INTERCHANGE -WEST DEPTH UNKNO DEPTH UNKNOWN 5 ► AES F.4 R� E. VALLEY CENTER DRIVE LOT 1 16' CLR. \ \ LOT r- T1 SNRSE I LAKE SUBDIVISION NO. 1 1 \� B J H Ex1S1, PI 0 C r` _ - j 1�/r REMAIN IN ail r t 58. 94 ~r , - - -- DO NOT pL51UR SCAM 1' 5W �- / I U ' EASE. / - I (� -I 22 SEC. 27 2 �•\ �* �� N I1 R/W �I P.C. 7-07 -� -' pis �. GYP) ♦ ' I i-� rl� ><-SfC110N4 p�-SET10M R/w 4, EE - _ LOT 2 0 I r �e 4+ R - Ex. R M LOT 1 / l _ A.- --- R/W - EX PROP. C JJ BEGIN R/W ACQUISITI RT.Ir Q' \ \_ r I - ICI LOT A 9+00.0 END TE P. CONNECTION �L LOT 2A a 9+00.0 BEG. P OJ. RS 235-1(1)5 g o :� 8 P')' STA 1p+ _ n N G IJ7.40 SQ4g R I Z = < _ �4a JJYp jol RT. 0+00 PUBLIC APPROACH .-15pJ�'pp• N. og x0 ti Yj� �Ffi ti 9+37.11 PROJECT SIPS 235-1(6)5 '4t+� r "g o $� L. ps % 'eJ a 4 n ' STA. 2+71.76 BEG. TEMP. CONNECTION t H 4i J x 4 r CONNECT TO PTW v'.>��,13'" J0"D �� mag �40 BLS+ J4� o R�1�7J. Li as a/\ 00 70 _n lzl s-p,03 �' 9CMES +�Qg 0& + +W $ +X Fi t 1 . tar Mm 1 WEN iAZ �.Z OOW pZZZ 4f KK �W _ 1 � 10 T7ticITO 10t401L I 4640 STA ij�TA. OB A RO WA . A_ { 4640 A I PVT. P. LT. PVT, APP. -11 LT. C P. L PVT. TVE A TYP A TYPEA TYPE A PVT. RT.RT. 11 TO 15t R TYPE B 4630 TYP B DRAI DITCH SE 114 4 4630 SP E_QOADE TO WATCHI -THI! C AC r ELEyATicS 19+ TO 26+ S R m R 4620 T + + (SEE x- C ) 4620 DRAT aT R LDG ON 4610 - - x 14610 4600 400' V.C. - - +� P ( ) 4600 0.2 ft - 600 V.C. - 16480 TO 17+CO LT li 1 4590 - - TYPC 1 4590 0 a 4580 In g 4580 7+ TO +qQ TO 5+1 __ 1 40 00 17{ + , < 4 P R T. ED4E'DR RT A1i RT, DkIN L 4570 Type,N 4' PVC,OR- T. 4570 4560 1 1 1 4560 / 4550 14550 0+00 t 0 15 0 C6-30-93 Y.Pp"Duo STATE PROJECT NUMBER HEFT No. MONT. I STPS 235-1(6)5 1 15 Sj \ STA. 34+0 STA. 34+93 N. 19TH AVE. INTERCHANGE -WEST T.V. X-ING CL TEL X-INC CL �i 2.0' DEEP 2't DEEP E. VALLEY CENTER DRIVE y x TO BE LOWERED BY OTHERS - �7 Gy C . Ex a V x 64'Cno [x N•x u 0414n `tea Cx 4"9tv. CYO.. N O -ix Marx"'cw _77 a EX R - EX. R/W EX. EASE EY R/W 3 52'5W5S' E - - ----- -- - --- - - - - -- - - - - ' --- -- - ------ __ - - - -- _ -- - - - - - - - - -- - - - - - - - - - - - - - - - - - --- -- - �-r---- - - ---------- -- - - - -. ._. �... r - - - - - -- - I- NEM aTo+ 38+00.00 R 1 ($a ,,7 cams-Kcims) T _ 60' z Ir `� _ 1 I 8 OBLITERATE \ , 38+00.00 R o o / 9 ROADWAY ^ e f 2W "� PD gN 8pj gc 1' 00 HOR / g'� CI PO /o � �v �I g ��h �Q� +3 +n fi 1• - 10' VER N Z H Z N x n 'O h z z L - 4660 4660 + T 34+ R A T 7+ R 36+ 0 T R DIT OBU A R WA IRRI DITCH (SEE X- Cn s) 4650 rTA + Ti36 7 TA 4S+ 4650 PVT. PlP BE RT. PU C A R _ PVT. RT. r YPEB 0011 TY R AD B -- -- § 4640 4640 - - 4630 4630 N n + 1.20% - - t v.0 d - - 4620 4620 _ - - - + TO 454 600' --_ DGE DR_AI DI L _ -- CI R I 45+ TO 46+ 4610 4610 t+ O. - _ __ - - - — E SEC OR R . 36+ 0 36 + t0 36+ 0 4600 DDR A X IN 4600 +30 r 1 N 01 CE DOE DR W A L . T 4590 +4� 4590 1 + 00 T +- 7+ 2 T 7+ STA T i 1+ 1A. TO 45+ 0 STA 4 T EIX DR N EOCE DR lT E DR N R . DR N L EDGE OR LT AI Ri. DR _LT, 0 L 4580 4• R 4' R 4• P . LT. P lT. 4580 ST 26 30 31 50 STA 31 00 STA. 36+30 50 STA.•41+ TO 46+ STA_ 46+ T 51+ 10 OR N OR N R ED DRAIN L A RT E DR RT 4 VC R TYP II RT. 4570 4570 TY I TY it 40 4S50 STATE TROJECT NUMBER HEET No MONT. I STIRS 235-1(6)5 16 STA. 53+64 STA. 54#10 STA. 68+70 STA. 68+75 TEL X-ING CL PWR X-ING CL 50 KV PWR X-ING CL N. X-ING CL (2• N. 19TH AVE. INTERCHANGE -WEST 0 2't DEEP ♦ WIRE 4 WIRE 16• DEEP a h E. VALLEY CENTER DRIVE TO BE LOWERED 27' CL �5 CL TO BE LOWERED �lk 91 - BY OTHERS - Cp \ - BY OTHERS EX. R/W-� 4 EX, R/V-, / — — - — — — — — _ - — _ 2.•x N' Oa _ — — n AO'S x nt, 2+a CV x1,o.a. w;X J�'N x'-w weW Oak N [L le x 2H'em m r Ex.2C x!a'WED.ca ✓V bl N•x IA1.011_ 0 o S --- -- - - - _ - - - - - - - - -_ - - _ -_ - - - - - - - - ---- - EX R/W X EA EX. R/W ♦ { - ExX,S�R S 52'59.55• E ''- — _ INS s 5239•55• E I i 30 SKEW LT. - �- - - -- -- - - - __ �9 cd N 30'SKEW LTwwrvw DITCH --_ - V \�. e o d tJ r ~ C P ILI G bCL 4 Sal 32 �� �• I H �� �� � •` ' � �� IJ1310 X \ 00 it Z 4z q %' p. I t, ae / c� V S SCALES So KVt' z aS gio e z `1 �:q qe. 1• . 100' NOR 2i Ko � ?ls °KBi - - - 4680 - 4680 I� STA. 72+1 00 TC 734 50 R - - - - DRAI DI 4670 53400 TA 66 TA. 70,+ (SEE X-S Cn S) 4670 it AP . PVT RT. ' 110• RT. 8 TYPE a B 4660 4660 � O m 4650 w 4650 4W V.C. + 0. 207E _ -- 4 d - 4640 4640 - 1 VC: - _ 77 10 D 77 30 4630 4530 — - ---- -_ + E N ISCH RGE T. TYDE I + et 50+80 T 51 00 55+80 0 561fD0 - - - TDGE DRA DI L . Y I 4620 4620 EDG DR IN SCH ROE T.T PE 1 E AIN ISCN RT. PE 30 TO +50 EDG DR N DI CHARGE l�. EDGE AIN S AR LT. I 4610 50 50 51 00 56 00 1 S6 + 7 + TO 8 4610 EDGEA1N T. ED D IN T. E D EDGEOR N R . ED DR LT ED DR N R DRA LT ON E D N R . CE DR RT - - � 4• P LT. 4' PWC�0 RT 4' R 4600 4600 - - 4590 4,59 0 1+7 50 55 607p Y STATE JPROJECT NUMBER EET Na STA. 93+43 I MONT. I STPS 235-1(6)5 17 �� -"- --- -- —� - 1�� NAT. GAS X-INC CL -_ -- _ �� atr--0EP STA. 99+35.67 IS S a930'12' N 1702,37' -�^ SAC / . 19TH AVE. INTERCHANGE -WEST -_ TO K C ED - BY 0THERs 7 E. VALLEY CENTS DRIVE - FROM THE SE coR. of SEC. 26 I ~�� (FOUND ALUM. CAP) f_ 48+50.00 $EGIN PROT- 235- --�1 / h PROPOSED -� _ _ �- �_��J `� N. 19TH,I TR. - SAX O SAN, SEAER = - - _ - - N `` ____ _ - oa. s 104+4b;' STPS 235-1(6)5 _.. N. 19 WEST = 48+56 END HOP IR 911 1) N. 19 AVE, INTERCHANGE CON LT. / ` i+ s 36 24 29 Phi• �e� -`�` 15005- .V 0 ``` - -- so `� '�_ � � - _ _ _ - - - -- - -' =- -- - - - - -�`-� _ _- mod_ •� � ► Z 3 -S a� 1'� wf a x A O 30 U STA. 9 'S0 9+35.e7 t5 N. 68 '12* E 953.00' �� FROM THE SOUM 1/4 CDR CF SEC 26 C � � �a Ok �$ J PROJECT STPS 1 6 5 (FOUND BRASS CAP) �°1 J P.I. STA. ��_ -_ qj /' Y ST --i(L+18.69 N. 197H IN ANGE WESTSC, li _ $; cc4 it C/f �2 /� ch�n �W �: - _ o +W3 �i r _ td gal w2 �- _- pZ A� 47GO p, - n 4700 4690 ° w PVT. APP, LT. RT. + — + 4690 PVT- APP, LT.( N VT. . lT. VT. PP. LT. PVT. APP, LT. RT. W -TYPE 8 _PVT. APP. RT. TYPE B B TYP B TYPEB 1+ 4680 4680 4670 4670 —tit d FT I - -T 4660 600. v.C. - — 4650 0 - - - - - - -- 95+ T 95 + 2D% EDGE DRAW DI CHARGEL . A 10 90 4650 +10 TO e +30 �DGE DR CE PI ) I�1 N DI AR _RT + DR N DI GE 4640 543 TO 45+ M-M1124 In � ARx 1 4640 E PRA N Dil GE 4630 T 4630 62+ TC 67 T T+ TO 95+W 1 95 EUG DR N R . LT. ED DR R , ORA N LT E N L E DR N L _ 4620 4' AVC L 4620 45110 4610 85 90 95 100 iD511 STATE I PROJMT NUI/ER bWT MONTANA STPS ;!M-I[615 1 SUMMARY t SIGNING & DELINEATION QUANTITIES ITEM MATERIAL TOTAL UNIT NUMBER SIGNS - SHEET ALUMINUM-REFLECTIVE SHEETNG(A) 1 1 5 5 SO. FOOT SIGNS - SHEET ALUMINUM- REFLECTIVE SHEETING(B) SO- FOOT INDEX SIGNS - ALUMINUM SHEET INCREMENT SO. FOOT OVERLAY-SHEET ALUMINUM SO. FOOT POSTS - STEEL U 144 POUNDS POSTS - METAL U DELINEATOR LINEAR FT. POLES - TREATED TIMBER - BARN -3" TOP 0 LINEAR FT. POLES - TREATED TIMBER - BARN -4" TOP 0 162 LINEAR FT. POLES - TREATED TIMBER - BARN -5" TOP 0 LINEAR FT. POLES - TREATED TIMBER - BARN -6" TOP 0 LINEAR FT. POLES - TREATED TIMBER - CLASS 4 LINEAR FT. POLES - TREATED TMIBER - CLASS 3 LINEAR FT_ POSTS - TUBULAR STEEL POUNDS POSTS - STRUCTURAL STEEL POUNDS OVERHEAD STRUCTURE- METAL- CANTILEVER LUMP SUM OVERHEAD STRUCTURE- METAL - BRIDGE LUMP SUM OVERHEAD MOUNTING BRACKETS- METAL LUMP SUM GUIDE POSTS- EACH HIGHWAY TRAFFIC STRIPING - WHITE GAL. (S) HIGHWAY TRAFFIC STRIPING - YELLOW GAL. (S) WORDS 9 SYMBOLS - REMOVE DELINEATION DELINEATOR- DESIGN A 81 EACH EACH DEUNEATOR - DESIGN B ` DELINEATOR - DESIGN C EACH DELINEATOR - DESIGN D 6 EACH DELINEATOR - DESIGN E EACH DELINEATOR - DESIGN F 13 EACH DEUNEATOR - DESIGN G EACH DEUNEATOR - DESIGN H EACH REMOVE SIGNS- GUIDE EACH ,. RESET SIGNS - GUIDE EACH ' MISCELLANEOUS WORX LUMP SUM BARRICADE-TYPE I A LINEAR FT !_ REMOVE SIGNS EACH RESET SIGNS E ACH i PREPARED BY, TRAFFIC UNIT ORAYVN BY CHECKED BY STATE PROJECT WOWR Blt[T MONTANA SIPS ZM-1(6)5 s-2 LLJ 1,4 O ,^ q fib t�bb1 b b�aay. ,bi w) e (�1 •f e�O1► D 0 $ IZ n •f l t f �tir Q v .j'1�� rvU Q U ON 0�t DN DQ NO hV 0O ki b1 h `1 hnV n d14 'VO4t ti!} ti0 rVh J .N K p� � ry �i N ry r°/1jb,O O 'Mlp J 0 U D O O O p O 0 O U n 0 D 0 O O V % ry ri to � � h le, iy Rl rep 'A b J � 1� t� i ohm' w c o 14 a * k t X * # a a y p�to�n U tt K It k♦ 4 k Z s O 40 QO. 0 0. A 0 s' C PO VO ®V 0 O Q O C 0 O peA OP 4 �hti r ide h►t Rr $K' ti rY ` r J b y J p' J �J V� tiJ �� 0Ik OJ ��( �� DQAjI BY b C►ECKED By' STATE PROJECT NO. SW ,0, \ \ MONT- SIPS 235-1(6)5 9-3 - \ N. 19TH AVE. INTERCHANGE - VJM EAST VALLEY CENTER F+ \\ b e N, -90 EX, R/W T - 6 0' \ m ♦' WI/ITF 5+00.00 END TEMP, CONNECTION - 9+00.00 BEGIN PROJECT SIPS 235-1(6)5 a' ELLOw' BRCXEN LINE �� _ — • Llow 500 TrP.) tOPTI0NA1 (SEE NOTE) it 4" ..'nl.'EZ 4` YELLOW 500' (TYP.) Y OPTIONAL (SEE NOTE) A i -� -- --. r------- ----� a' WHITE R1-1 a wDESKN -D-/ IY NEAEX- R/w + '0 H I } i KCAL II-- STOP K� 50' I a la EAST VALLEY CENTER OR. -- --- __ TYPICAL PAVEMENT MARKINGS NOT TO SCALE ;.� - �_ NOTE. ALL PAVEMENT MARKINGS s?1A1L BE PAINT UNLESS OTHERWISE SPECIFIED. AIL APPROACH RADII SHALL BE 25' STA_ 2+71.76 BEG. TEMP. CONNECTION UNLESS NOTED OTHERWISE- CONNECT TO PT)N waaa,n.wlla �q��r , � FINAL CENTERLINE CONFIGURATION AND ,`�., -\ NO PASSING ZONES SHALL BE DETERMINED isuatw BY THE PROJECT ENGINEER. NEw DIP 9+00.00 END TEMP. CONNECTION RA-3 �►-� 9+00.00 BEGIN PROJECT STPS 235-1(6)5 O o �\ F47 �Q s . o'�no A ,�- SIPS 235 — 1(6)5 \ N. 19TH AVE. INTERCHANGE - WEST GALLATIN COUNTY SIGNING AND PAVEMENT MARKIWZ SCALE 1" - 100' 02-04-93 vs9mGIlim STATE MOT, N0- 41EET Ns. MONT. STPS 235-1(6)S S-4 N. 19TH AVE. INTERCHANGE - WEST EAST VALLEY CENTER N� O ,n O O O N CV ■ermeTED NEW O owwy + onaof"ww RA-3 n a + O !� a EX R/W V)� _ —i'— - 1 �- - -�---- - - - --- - - -- -- - - - - -? — - -- - - - - - - - - - -- ---- - R _ 35"- �— \'sue raw EAST VALLEY CENTER ` � � oD-2 '�'*J10�""' NEW r TR a D 3-I .ayw RA-3 31 VON RI-I 9t3ww ,-c 1y yf s11 L 90 0� i 70 J O O O AO= WS I OMED m.C, PE W �*�rr RA-3 a TRyap�Tj� EX. R/W _-- - EX R/V FA- - - - - --- ----- - - _----'- - - - - - - - - - �- - - - - - - - - -i -- - _ EAST VALLEY CENTER in 4DLn �, \ - v D 3 SRO �, s, STPS 235 - 1(6)5 N. 19TH AVE. INTERCHANGE - WEST GALLATIN COUNTY SIGNING AND PAVEMENT MARKINGS SCALE T• - 100' - 02-04-93 V.SIGN2.DWG f -- STATE PROJECT NO. SHUT No. MONT. STPS 235-1(6)5 S-5 N. 19TH AVE. INTERCHANGE - NEST EAST VALLEY CENTER 08 0 6yP�\� �S g �,Y c � U Rf87 CE" OIrrD 08 Q ENO PROJECT SIPS 235-1 6 S _ � STA. 104+18.69 N. 19TH INTERCHANGE - WEST aj S 0.05'/. ap , •► P e• a0 s w N a TAN?.1 U M00 h EAST VALLEY CENTER ti NOTE WHERE SHOW ON THE PLANS O AS PLASTIC, PAVEMENT t MARKINGS SHALL BE HOT ' EXTRUDED HYDRO-CARBON ` ThERMOPL ASTIC. RM TYPICAL -- ------- -- - - - _ . D-3 SN3N MOUNTING I Oi WA !T F 14• rELLow � -_ SrNaDO rt cosr ra wwnYc �� T _ _ _ -- OpOS B PLPS yF k 03ns ^i,et ,a�pc - - - ---- - - - --- - - i -- - 1APER\ ,� i W BE V . $� 0 STEEL U POST/ - 1. ' 6 P nE ([wua r. — — ( ( STO w�a 05-1 SIGN PANEL _ Z fS 6Y[s1.Keft.r,e v p,`� PI 1 D { f�TfftoY►efT `n�� WIDENING DETAIL l t, STPS 235 1(6)5 — GAIN O 0 -1 I" = 50' U` I 71e '°: +I-, N. 19TH AVE. INTERCHANGE — WEST o: GALLATIN COUNTY SIGNING AND PAVEMENT MAWINGS DETAIL FRONT RT.SIDE STEEL U POST SCALE 1• -� 100' t ti 02-04-93 V:51p�3�1Ki 1 :TATF -M.lECT MM LICE N0. �7VA YH [7F.V LLEY E. L�PROJ C , F)tAVArtOk I t-MBAW4EPiT iEA !!�. steps z3S-ilo�s 1 Ku�t>s 1 ci.r*s- ��ra rAo ✓E r .rw.1w T t '7 � � F_ :roc.�E V eE•VTE74 G.4/r� v 1 2 0 Cewr /RI.,4jr q►.• \Y I.J. -~ --T- — 50 37 li STA. 4 49.99 (A) SLOPt.S -4AV L? 5.N R? FS4 0.79 PT .5 rA .3*A lb S RO lO W// C NS5 A fC ,p,tf TO CAAA/t !/c .� Movlla; - Q i 54 20 STA. 4, 0.00 (A) - S Oi'!S 4.00 k -19J0 RI Q Sty 0,:0 RT rr�fr� t c qy I ,, I ,. •_ �h I I I - - I - ,' — — 1 60 9 -- - - STA. 3 50.E (A) I -- '? $(OPE$ 5.00 LT _22.� FIT FSFTI 0.07 RT I h S STA. +31.16 11 f _ - - I > I / a -- ,ir ca T -- --�-r 0 ' I 1- Aiv ire e D4-.4O K/:SCA 7� 3+00100 fA1 I �o c. .I�oc, efl . . S7WES' ..,.!v -=2t.13 RT O�F%. Led RT I I ol I ' I I I I LJ� I--- STATE li..FITPa Na . 1 f MAVA ON EF6ANWEN7 MONia4A zrs>s z3S-+liJ S 2 I- . - -- - - Cu.YOS. CLLVQS - IT" N t E. V&UL ' CENTER ppRf1 • � T I I I fV i 19 4 I STA. I 5+99,95 (A) - SLOPES'I SM LT SAO' Pr OIFSET 0.5. AT -4 - h /N(A" 9t.t .SrA 5<90 \ —— in!✓oo�;w) - 94.c - - -Vr. .lr'P•cr, Trite A 2 32 tc c.r. aaci -or-e- Aff w /a"x 54 A IOWA — A I STA. 5+93.15 (A) k�cPs 4T s R, S.OPES 5.08 L" 5.W AT LFF5L1 0.5d R1 /0 cY CA Vcrr FXC. I .7V it-/A/6 19. 14 "_ v AA I c ry ,Fr k1• 65^I 49 I Z , STA.I 5450.61 (A) ( wts��s ro 7idoz - _J x/ ri T4Ess lJccs SIDESS �--�.� LT .Ym AT FSFT 0.:� AT FL/AGC ^� r 4c ois u,c d� . x B I 12 i L I STA.I 4+99.98 (A) -- - - - I SLCGFS -4.W L 5.80 AT orFSFT 0.50 PT'. 'r iml I I x 1 I 35 $0' STA. -90'07 (A)i COAIS SLOPES -A_i L -4.28 FITffF5E7J 1L'J�- oo/,Fov RR 2 3G .Jet- : , I - .7' Co i es-,qc - I le rPEMOV exi;. a .I2"3 �.1'a'C A4I - 5e lee e 0 tee I 4 i I ti STRIF NIL c,EF, No. .._ Ili EX�YAt[W EMWWO ENT M0111ANR 1TP5 s^.jS-/ �)S 3 CU.YOS. - �LLYDS N. 19TN A TE INRSE CTION - WEST E. VALLEY CENTEij ORIVE i I'frf -7.44so ra /G rGQ cr. bec/z6,tMr� ,eq�OWA cr v y I 58 9 ` f 45rW 7f5 TO 9/00 ST A. 7+99,90 (A) I CD&Z 41,4A/.v a) iss's-rvc oeenv .rr. I - SLOPES 5.M L� 4.W R' OFFSET 2.51 PIT ;J[oPf* O.Cos .—/FT. 'I- EE Ixst Nacbd&7�v1-IL 1 I 17ida.o 713ot coast. iEp,K;� � ` li I - +^OR 1, I ::�✓�zz iNK�6•SS 5 424 i Y°v� qov cr r�'A A'ob 1. GMe. , .W O-Y. �IIC I w�19• dsl-. ss APP.I�tA7 - ! STA. 7443.89 (A) itr y,c' covt,e. SL OPF 5.0 LT ♦.W PT OFFSET' 8.51 R7 fa C.Y CY/[✓L&7-,F ----------------- 373 9 % STA. 6,9993 (A) - - ' SL OK S'I SAY LT 4AY RT WFSL" 0.57 RT ,p - I , I I � i -224 �6+49,9 4 (A)! Iry x-N�6 cc h SLOPES, S.YY OFF,,r Ei' fl.54 PIT 10, I i 1 I caNsr. PEGv/l I II I I I I t 01 8 iI -,TATE PRL%xt;I RU. SLEET HO. LX(.AVATICN EMBANO'IENT MONTANA /'ft)C 4 i CLLYCS- I ❑1rp5. N. 19TH AVE. INTERSECID" E.'VALLEY CENTER R � LEST- i I y6 349 ?2 STA. 9+99.85 (A) SLCPFS -PVS lT S-W RT OFFSFT IL52 PT ,i T i /96/ Gam' 9.102 9s i ► d r�= ye w1• v 355 7 VPt .57,i/ opra�Ars! tr. eve l/c 14A0 Lr.(Ae WAa ) e STA. 9+49.86 (A) 140 cy 40014 c-Ac-. roc.✓ .tca'c eltc. .(7CAIVVC //' MEW /G'x 4% 0AW',V SLOPES Sm LT SA0 RT OFFSET 0-52 RT v Ct/L✓ f!G OwETS LT d IP7, /.O eovER 20 e.y. emA✓E.cT zw' H I r4 �'//-T'4r So- Io^45 PVT, 4A r9 X/s A E A � M .VOT c- ry REA,,v�00D 1 }L 1i 20 e✓ AoiO � TOOy I - -— - -Y-NJv 97.50 -- - ' a- 346 6 9foo I is /o STA. 8+99.87 (A) i�✓a tFa4e as�1N SLOPES' 5.N LT 5.N PT OFFSFT ILW PT i n 2 r,J"CK 465 I � � STA. 8+49.89 (A) 41 SLUMS i -4.N L� 5.00 R7 OFFSET,. 8.52 RT I i i a I - I _L F� ., STATE PRQECT NO. SHEET NO. EXCAVATION EMOANI EW M7NTA!W 5TP3 5 CU-YOS. CU.YOS. N. 19TH AVE. INTERSECTION - WEST E VALLEY CENTER ORIV I �m 4 33 161 S1 A. 12+49.78 (A) SLOPES -4A9 LT -19.17 FIT OFFSFT i.17 PT TOP56 137 STA. 11+99.79 (A) SL[pFS -4J/ LT -7Y.43 AT OFFSET 0.57 MT M , 97 105 I STA. 11+49.81 (A) i 5&OPES 4AS LT 5.M AT OFFSET 9.57 AT :O 153 68 S 1 A. 10+99.B2 (A) SLOPES -4.1p L' 5M RT OFFSET 6.57 RT i v 226 42 STA.1 10+49.83 (A) j f SLOPES -4.0 L4 ISM PIT OFI-SEI 8.52 AT a 5 198 1 � T PROJECT VALLEY E.VALLEY CTR Dk FEB 19. 1993 STATE c*wa ND EXCAVATION EJIBMib"ENT i lO TANA sT,VS CU.YOS. CU.Y05. 1 N. 1DTH ME N RSECTIDN - E(VALLEY CONTER DRl I 4 II 6 141 STA. 14+45.93 (A) s�A "'ap Ale MOVE fX/ST II GMT SLO►[S -20.13 ET 4AI0 RT OFfSET 0.51 RT APPP-OAC04 �e r 20 C Y CUt✓ f)(C. I I I I u 204 I STA. 13+99.74 (A) 'R1 SLOPES -4.M LT -4.00 Rl Or FSCT 0.51 RT _4 111 T f I I ' / 12 225 STA. 13+49,75 (A) I j SLUM' -4.411 Li -4AS R1 COUSET 0.51 RT ri I x*` STA. i.2 6 SLOPES -4101 Lt -4J0 RT CffSEi &St RT I 1 i 10.0 10.0 t STATE PROJECT NO. S►W w fXCAVATION EMBNJAELT MUNIMA 3-15 2js-1(4)S 7 CU.Y05. Cu705. N. 19TH ME INTERSECTION - VXST E.'VALLEY CENTER DM4 I i i I I Op 2N I I01. I ' EpGE O�QAiAI � ;6�57•� � � t9 96 rE,� ERfE. I STA. 15+99.69 (A) ! I fSLOPES AA0 LT 4./0 RT OFFSET 0.50 RT GS S I A. 15+87.60 D= 3 0 0.00 5- 0.05 FT/Fl /5 f /s 11 Tja AeAiA/ O/T 51 A. 15+49.70 (A) e�rc- y SLOPES -AL28 LT -20.09 PI OF{5f1 0.50 RT /s �0 401 ro fof ad 006E OZA/.V.0 Awor Rr �TYIE,af .AGO L.F. Ia�6! 4OW41AI e ,H" 4-i✓C Ae4#1 V D�sGv.It6E 4•pk eyrelp t`i csP RT. !0 29 New PRf;44-' cai tDR STA. 15+16.0 6 (A) co"Al rt> ewe of--�. T- r rs w r SLOPES 9..00 L1 14.42 RT OFFSET 0.S0 PT J�3 CO✓� � /O!. Y e✓l✓szr Fx-, I � I � I s44 N f +e9.sg Yo �s e 7_s, 26 108 wioe 7-21Mr E44�E. gr 51 A. 14+99.71 (A) 54,OPES -20.M LT -4J0 RT Uf FSLTI 0.50 RT ( I ! i I ! -100 - t STATE OPD.IECT NM 51EEt N0. EX'AVA T ION EMBANKMENT i woNTANA sTG3 23.;-•/h)S N. 19TH AVE INTERSECTION — MAST E. VALIFY CJNTER:DM I I I I ! I I I I To c;N 115 43 STA. 17+99.67 (A) SLOvlS 'iN LT 19.25 AT OFFSET IV9 PT ' I I I lil il � I ' I - I 87 59 STA. 17+49.67 (A) i SLOPES &N LT -4Ae AT OT•FSEI ILM RT $T STA. 17+37.60 To, P S7q /7.icl0 70 �2Y,�0O 45 90 .5 00 !,F. ED6E oQA�v qr STA. 1 E 1 99,67 ,A)' s''PVe Pzw/ , r SLOPES -1'L?7 tl /.W F' aFFSET ®NS AT 7 Dr~ Z$.7 SG tills-6e nn xym.0-beii~' STA /i♦MO TO /71OpI I t EOBE ORA/�c/O/dCiYARv� • t ( Zl 7 C.Y- .4.0v2. 22 L 109 I I I Sl A. .6 4y.67 + SLOPES -4AB Lr -4JY RT Ls FSETll IL36 AT 0 5 I I i 0 I 1�8 I 1 I I III STATE PRDJECT NO. SHEET N0. EXCAVATION P45ANafNT MONTArp SrO.5 235-1(i)5 9 CU.+'DS. CU.YOS. N 19TH AVE, INTERSECTION WEST E. VALLEY CENTER DRIV* I >rA ZZ*-00 r0 Z%IQ7 EO**,a W/LT. B-I"w ACA/i✓ ,7�-J'^C/lC�IEA AeOlAJ 7 4a ylu- rZAVw ay.e i*Ams XA%sp.>DS a rWTx7WE<.MA AC S rA t/I'eo To ff?A 00 Icr 7 C Y. oo c E xC, f DGi p¢A/ otitENA Sir 1 rrAC Top sEca '7' I 549 74 STA. 21 4 99.67 (A) a SLOPES 5A8 LT S.88 PT OFFSET aW PT I I N ` x '10 OK 4S 442 STA. 20+99.67 (A) ' 6ru z0 00 ro PSsoo A-UPL, 5.88 LT 5.88 PT CFFSET 8.88 RT SD bf O.PA/N O/sCN4040 .eT. )wrJ Soo Cf Ir06I DL4i.[J A:r! Q 2o, t- PtC o44/A,# Rr. 1Q�><-L✓sM•ALIsE Cry/L I I � i I 41 . _ 4�1 o L aw- II !as ro pe ♦es c ORA/A/ O/TGN ffln 356 57 f rrwo C v AOQ'L excl J STA. 19+99.67 (A) 1 SLCPFS 51M LT S28 PT L+f SLI 8.W RT TYp. 'T46 Ui i r -vr- 4P!{ Mr. 282 71 1 Ata r Y .aodL 1. I STA.' 18+99.67 (A) I A7 Cr_ ,00ac Q.'P- SLOPES I'm LT SAO RT OFFSET' 8.W P.T i I 4 � - -100 I � -�0 I e I I 50 I II I i 100: — I i i I I I I _ StA,E PROJECIT 010. SNFFT N0. Ex AVATIUI EWOAN"AENT MM7ANO .Srf's 235-:�c:S' 10 twos Cu.+DS. N. 19TH A%R- INT&SECT"" r VEST E VALLEY CENTER DRIV[ tiT,p L316. ?0'7WP f40.5r, STA- 77♦00 rV BIA tp ~ 4.I+. FD4GE 4RA/ 4 . hl TQMY ►� �- - I /O-R'v►C' OP uI _N7ell YDS LYA A!iiAr6A -I� 3tf <TH Ve TZOZ�000436 G,00",C� Agoor G#'l> 1It 7 C.Y. AOOG CKc. STA. 26+99.67 (A) f IV 7,vi- SLOPES 5./0 Lt 4A@ PT OFISLI aM RI TA� I � I I 108 25499.67 (A) y E'osa cu.O/��9dR l.tr io wxj SLOPES '..00 LT a,B PT OTTSET 600 R' d20 tf LABI qLw/.(/LT - Q� 20' I" -VC AGI Al.Cr .cC ALW#AK6E c c I 1 Ib � 4'LAP. 75i 308 STA. 24+99.67 W :LOPES SAO LT 4.91 PT OFFSET t" AT r I I :I m � T 474 2 STA. 23+99.67 (A) w SLOPf5 5.80 LI 5-HB Pt OFIS11 i>0 Rt Q l q I 45 Q I i - - — ,4.9s 582 82 STA. 22+99i.67 (A) o'I SLOPES 5.00 LT 5.98 kT OFM'l 0.90 RT i i I � I i >!5e Lie -3e a �o i0e i e � � I ► If PROJECT VALLEY E.VAt�LEY1 R DR [[�� �} II FEU 19, 1993 ;STATF Pp0.)ECT NMI w1my N0. EXCAVATIOi -__—_CLLYOS. E14myvs.NT Lurps. NrANA srPs 23s-o leis 11 N. 19TH AVE INTERSECTION - ST E. VALLEY CENTER DRIY7: I I I I I I C7AV. W S1VA4.e 1 902 STA. 29+99.67 (A) SUES. -4.0 LT 4.N PT OFFSLT !.M PT I To \ t t ENP ?0' 78"'p 645 r- 39 406 1 STA. 28499.67 (A) �:q ae frs 3~tfo��zr or,i�n/ his>vi1 SLOPES -I.N Li -4Af A/ OFFSET 8.08 RT $ D e 4,lu'L end - I ~ I a I N I sra 2e+30 70 dO c r aUiu pilsNwL�I A'r. �rrrlt Zl .l2 o L.v. ff'do6t 044~,e' ZO' s- v✓c ACAA$�'Rr <t'A 66' Cwry ; c� a 4- oa. �•J I — y C`'3•ZO Sl t 2e ESQ My o xvv. 02.7 24 I11 ! Firi4 cr ros, �•v� I STA. 28+26.77 (A) I E��� � SLOPES' 4.N LT S.N Rt pFrSET an Rr ICI Q ?SO c.YCuty4xc OI w Qp /4d O C.Y, BEOpv Al1L- + i W 4.6 c CAdC. ff AMKL 4 I r e ¢. . k>t 7 c 68 401 STA.; 2L7+99 67 (4) AOPE.r -2188 t T -14.13 ryT OFFSET 0.08 i•� ► I f -I ., - 1 X 10.0 0 -!00 B 50 r STATF OfII CT NO. SMCET No- s' - MAYATICN FMBAPOCWNT IIp.i11�M1 S"f+SS 23J--i L12 •'a CU.Y JS. M YDS. - E. VALLEY CENTER DR114 STA. 33+99.67 (A) SLOPE; 4A0 LT 4.W PT OFF;ET 6M PT - r Tbo � l N e I N - I 0 1583 STA. 32+99.67 (A) SitlPLS -4.99 LT .A.W Pt CIFF g' lLMO PT I I e Jib— srA fi f ivr Arf! ItT SLOPE. 4,W LT ♦.BY PT OFFSFT SM PT r✓O& e ; .F70 CY 400•L. EIla. _J c✓ i'PmtL. dwc. New z14 r 9a• .4pp OK. fe rJ q7, i `y I 1 � T°� ` S.i' sO Y. [y�i vd7 4'a[AAv N -----�1 /'IV IA/ J771. !li so ro .3G fW ampKt O r!c !.t. Aovdr ICI 20'f "c. AGr u CT I- 0 1153 £r cc c>rlenEt STA. 30+99.67 (A)' srA. s1,000 ro Issloeo 806E AeA/A/O/ R44r L (ry.-& ) i SLOPES -1� LI -1,l0 R' (1{GStI �JB RTC I HBO 1- '"Ar AV Lr. Il o 20' S" .ova oc4l ,Cr. '� p I ts£C OLTAfARbf} IL !00 1 37P 36�s0 7V-*(,P erP 4S91f EQSE AIAoV L r :r ' I L•-I'•P✓C PPA�d S1AfE rW..IE T Nd 5)EE1 T4. E%F.mATFpI I I FMC-4*4ETFT '>I'd.YAS A",,WW-L AVOL-S"o-k-S FgN1A1M SIPS 23S-i!C)S 1 LLYDS LU.TOS. 1�7S0.YAS. N, 19T AVE IN RSECTION - WtSy E. VALLEY CENTER ORI ' I 4rA• d4 i/O TO 9G�30 I` �OBG I,6F/w a/JCfMLbE G�//rie SJ r4, .SG i O.V o c.r. .4004, Exc: .t{rr!D�SC4.�L6E ��A74XfENO ,,3p' GS SRR. 1t/Ew joy' K /46, � �s ACAWG y(�T iRF rs Rb � b O' �a✓d,� a M/Y s.16*ro ri 35' s T E!✓ 47. //7 o 7 avr I iwv Ago ow 233 / 50 STA. 35+99.67 (A) SLOPES AIM LT -70.16 RT OF97SLT 0.00 PT �� �• in STA. 35+49,67 (p) SLOPE; 5.00 LT •.00 RT OFFSET 0.M RT I •3.SJ:p0 7D 37 f OD I 0.6L/1 EyQA/'�E /FOAD�O Y' �yi' I � • is ti i LD vr 1~ 105 ;` / 116 STA. 35+�--3.55'+(A) SLOBS 5.00 L1 4. PT P11,S(T r"M PT I 108 S 889 S 34+9967 (A) SLOPES %As Lr -4J0 RT OFFSET RAO PT i �?EL X/•"�,p� 95 (7D G6 &YIL-#w Pro77Yw 0) i YV X-/�'O O i / I e. ' EEP� i I I li I i I I I I � • STATE PROJF T MR lIEE M0. S EXEAYAApV I [MBANIO'ENT MONIMW <�os 235-/�6�5 14 t1 ms. cU.YDS. WE ST ' N. 19TH AVE- INTERSECTION - E- VALLEY CENTER DRIVE S).a 4 0# s'0 To 45 so � 500 e F 106I prAI"C!. Po- I'IrC alwdt/CT. 3 sre DsrArrAv- CID _ _ P rd 453 l A. 394 99.67 (A) SLOPES 4.1B IT AM PT OFFSFT SM RT I t � I f / 330 I STA. 38+99.67 (A) SLOPES 4AD LT AM RT OFFSET IM RT i m k` m m - 7A J7 001 133 190 efla"c mx C3 /*--I STA. 37+99.67 (A) �oV+vi6 Aobrco '� S7A A(W Ap 7D AWES -4M E` -4M Pl OFFSLT ILW P/ �4DCFF�f6Li' PT WC� E rs t T e RZ /7-I'%✓L?291Br7FUfY7Pa/ ).O' c0 R 7t Y- ANC et t/ Xd7 SB YDS 6raltrcTT(E-D[AN kA NElNy 5T4 37 1 00 ) 670 361t0 70!6�60 F--ETS iF. 4' Art i, lna�new w o/fsAuea�wr.Cr w-rl t S' coloopr E C. !NV/7.67 /NV M/ /4.0 + /A/✓oc}r AT-S � 32.. � 8� _ f7A_fLJb f tiO 7D !7f 8I RR / STA. 36499.67 (A) Boot- � SLOPE; 4M L sM OFFSE' 6-all RT sl i' ,rA J&f jb rfa J4!¢9 i i I i ��ii o c v ADiL. Ems. ' I /f I Ir I 40 I50 I y�- i j I ! I ! SATE PROJECT J41 SNEE1 NQ i E7tFAVAT]ON tMBNKIIENT NONTANA SrP5 z1--s-111(JS 15 CU.YDS. MU DS. N. 19TH AVE IN RSE T E_ VALLEY C04TER DRIV� i II 00 r✓f. AVP Rr (e*,.so') r✓re G 60 G✓ gOOY. EMQ 9 ✓ ADO'L Em. NE w 16" x 4 61 Air ORAiN rsr-i Lr 6 rr 5r.1 45o50 TO S0A50 CT ► 13 3 G r SOO L E04 E O?r7/N 90 B 11.7 eat vZ6.e-lwrxTh -Agy�MiF fJV�i CC�6YYJJ STA. IS A3a ro ss.sO STA. 44199.07 (Ai rOi!ce~P f4A0.ILII SLOPES -10b7 LT 5.00 PT OFFSET 0.00 01 _•EF D/SG'.y,�b� Qt�71/L 1 I r-. i 1 I 144 147 I i STA. 43+99.67 (A) SLOPES -20J5 IT -11.87 RT OFFSET 0A0 Rr in eq ! I • li e ry g I I I I 1 0 96 188 STA. 42+99.67 (A) ( I i SL OPCS 4A0 LT -4J8 AT OFFSET 0.00 P.T N at. iIII 66 213 S T A. 41+99.67 (A) SLUI'F.S -•.00 LT -1.00 R? OFFSET 0.N R• v � I I 0 ,yt A"O,eAI<I i 13 363 STA. 40+99.67 (Ai �57A 4/ 00 rO 46/ SI WES -♦.W L+ -4A0 RT OFFSET 0.00 N• POsi P.Qwrn/ 01-ylow .600 C.F e'asr a", ,e iI I moo' I'"Prc Otwcu,t- e I I I I i I i I I i l l I I 11 ' I I _ PROJECT VOLLEY E.VAL LEY CTR 00 FEB 19. 1993 STATE PROJEd7 Na sNeET N7 I I Extavana � er�eAN�Nr 1 MCNTAW s;rs Mnl s. cu.+Ds. N. 19TH AVE. INTERSECTION - NEST E- VALLEY CENTER DRI1� I i I j I I I j 74 1£31 Ci 48+99.68 (A) i %CPFS -4-W L -4AW PI OFF%y 1.74 AT i I S 55 177 I STA. 47+99.68 (A) SLOPES -IAY LT -4AY HT aFFSET 9.61 AT I I I I ' i � 6 f 148 141 STA. 46+99,67 (A) SLUK!, 4.90 LT 4A0 AT OFFSFT iA! RI i 3 T f~r- S00 t.F FpfE yr,44v FT, Aw 273 91 I s' ♦" �� i7•-4'IW 7Z D&M,'A/ 7&1 VAS JIAT,ehKF A.sbeEe41 Tf 4'"46 j STA. 45+99.67 (A) 1-. SLUPES� -Y1J5 LT 19.75 AT OFFSETS /Ai AT SrA 45s;*0 r0 4,6000 C6K6 4L44VOIfCM4AS/' tr, rY�sr) 7 c•r. .4wL, �e'x4, I 10.0 10.0 ' i I -lee I - e 50 INSi e 150 _ I SIAM PAOJEOT NO. SNEE1 NO. EXCAVATION EM MO"ENT M9NTAW1 ST)Oj 236-/14)5 17 I CU."OS- Cu.*55. - -N. 19TH AVE. INTERSECTION - WEST EE'VALLEY CENTER DRIVE J m0a � 6UuR I � 388 60 6T.4 59 t oo { STA. 52+99.70 (A) r✓cc 45 Rr. SLOPES 29.28 LT 5.22 RT OFFSET 5.23 RT /00 C✓ i90O•L,2;S CY p'AAL_ EWc- a'G /VEA/ /O'x 40' 9PP• QR. rE T7 LT 4 ,-rr. 20 e.v. 4W✓Frf"r sM, eP f 75 {//0'A7,� FIELD 4PP RZ (i41'fi 16'1QN4) /S C Y ALYJ'L EXr— 291 80 STA. 51+99.69 (A) SLOPES -ZIA4 Lt 'jA9 p,T OFFSET 4.Y6 PT i I { I i ; 37A 00 TO SG 00 1 3 500 L f E06 E ORA/u R L �C 7'-4'P✓C DeA/N I'PVC AWrfC ATCD A'AAV� t�ti r Im vos.AeA.w Ab4c-*.47E r�MSS 246 l STA. 50+99.69 (A) s7A 50Y80 TO {5-FI00 EOiL 4,C4/X/CVMA(.4"j'--r, (r1✓�$l i j SLOPES -14.44 LT -19A4 PT OFFSET 3.49 RT 7 G.Y. .AooL• ILLS. I i S ,STq 30 f SO TO f O l I 46 SOO o f 1-"4 C 0 IAO L T. 9 Cd.Y'Al A N4bf E�kiGa/ � tiEbsr'F>�iE- � I71 1! 149 i STA. 49+99.68 (A) 50ise J FosO ale4 n� O/fiCMAg" SLOPES 4•p LT -29.27 PT JFFSFT 7_61 PT 7 C-V. AOOt- S/ll A606 Ad r 4PZ7Af[. i I I I _ { -100 -`0 0 50 100 1 i i I 1 - -pa't "UJCC T N0. S et N0. 1 cxt:AVATIOM FMBAfWj'ENT MOrTANA S��S Z .1�L�S 18 Fu.TOS. CU.YOS. -N 19 AVE. N ' E. VALLCY CWXRIOMI* ^rm►r I 56 164 ` STA. 57+99./l (A) i r SLOPES -4.W L* 4AW RT OFFSEI 4.54 RT ! 144 108 I I I I i STA. 56+99.71 (A) 5rw ac.00 re I�fa� 1 SLOPE, 196 LT -IlkM R' OFFSET &72 AT Sao Cf FDGE Dr-A/A✓ <� � IV'-I'NC DIMN I7-I'PVC PtZfAPA11[1� !�P+v.J I Ig-,V50 VAS,4ED7Yxr1tC- E.�� f_____- - ►6 O - __ - _ __ l _ �. -T s era" at•.Qo sa so•oo --}_ 4e 4rjrAj.6 PZAOP67(.r. 7 C.Y. .Ipef— CYC. _- /J' L•O✓G AeAi,✓ SEE D/ E D'g7�/L 17'}'r✓C ftR/flE'�G78�J AU�N 249 96 7 el Ydl J>R"Mb/4/CM.7--.7 M a+[S STA. 554 99.71 (A) sa:7so ,'�sc�o�zrx6 °�^N`I�rK�v SLUM. 4W LT 5.M AT OFFSET 7.85 AT 1 I 3 s,o S5.3o �0 65.50 � T czcroeA piAC#A cr. IrYAlrr C.Y. ADo'c. Ezc- D/sC/+AC6E iE�'NdL 'op �6 ------___-- -- — eWA Y-/AG C- 386 50 4 fftRe 07' C0? II STA. 54+99.70 (A) 1 SLOPES -3.98 LT S." AT Ufr SET 6-98 AT v , 0 wst 96•r 28' 2 I 18 57d 33 !G 27/ 7' ;! STA. 53+99./0 (A) 2 • o�gP m Be C-oFvEise i SOPES -4.33 LT 'AM AT OFFSET 6_16 A' - BY orYEK3- li r64 to 11IT.. JM x ear' Coe, .ERR. 200 STA.I 53+41.c)4 (A) SLOPES -4M LT 5.10 KT OFFSET 5.68 IT 5a 100 1 0 -100 a 1 1 STATE PROJECT NO. SHEET NR I - LXCAVATIUN LMBANKOENT MONTAIM S!?S 33J-I(L)J 19 CU_YUs. CU.YDS. AVE- INTERSECTIM E. VALLEY CEH" DRI `4 M 6 618 STA. 62+99.73 (A) SLOPE: 4.p LT -4AS PT OFFSET 119C RT L'l»£OR./AV D/JfN./.PGI Rr. (r✓w/t� --- >tiLl EDcu✓wGsF a<rw+c �"Ol7wV 0 1052 -\ not Co/I Ro STA. 61+99.73 (A) mz-W60'x/Zg�cAlp OIMNV SL.OPFS 4.i0 LT 4.N RT OFFSE, 11I9 P.T " es cY�tV L Rr. 4ekc AEAWC ab-X Svr.s v,aG/ as J 4.P' CO/QR 30•fK6 W Ll.' Sr[7 LACK 14 -.. 34 c L(0"cov, *;wr'L. as r/ P.6 -. COAA . pF LL dTeR� - ----- LLo - -- - S-6 c-K' C= WE oN I 37 srw, �/sto ra �s Mlle 0 - 1t39 606/ ACwAV G/.CCN.I eos dr. TR. 60+99.73 (A) o `� yr .0 ow 4P7r. SLOPES'`-4.= LT 4.90 RT OFFSET 17J7 PT �6 D�GCN61L6��71rr/L v • i� I 9 I I v i e S 1 A. 59+99.72 (A)z �EP SLOPES 4,99 LT 4A@ R' OFFSET 11.34 RT I - x i I --- - --- ---, i I 4 3�5 too rU 6gra0 Sl A. 58+99.72 (A)' i SLwsI -4' L� -4I! R- OFFSF- 10_47 RTI. I I I I { I' ''TAlt I'PWtCT NO.I SMLCI NO. -, E*AYATION SrPS 20 bLLYDS. ! CtA.YDS. N_ 19TH AVE INTERSECTION - WST E. VALLEY CENTER DRIVE 1 1 331 0 STA. 66+ 71.04 (A) 7'4'APuve SLOPF5 -4_00 LT 5.00 PT 3"SLT 31.20 PI 7 ZW.YAl,PZA/A/mil lFbA�F-fMKLf Z/.7 S9 YDS•6,t:o FRTILC--bfAlwAf C IAA&' - sr4 64 100 rD G!. 120 &avai L04.41.4/ "—sc Aw**d 7 C.Y. ADO'G. rKr-. 4 ^ ,SEC n1s<1�IesF AE 7�'I fL plp � I 1 -44 2 M.. 06f00 Pv7 AIi} R7 -�YP'E d 133 C Y A00'G, W� STA. 66+49.75 (A) s �Y, A00'L dLAcl SLOPES 1.W LT 4A0 RT OFFSET 17.91 PT NEW Id A 66 A�'IS�i40 P e r3 1.t" 4 Mr-I � 2.0- covlE,e ,KC.Y.414rvferZ�gt - t alp n 1201 22 STA. 65199.75 (A) SLOPES -4A0 LT 5.80 PT OFFSET 16.58 P1 1 I 558 104 i STA. 64+99.74 (A) SLOPES 4.N 0 5A0 PI UFcSEt 15.M PT m T10 Jo Oo 84 335 STA, 63+99,74 (A) 51-CMLS -4A0 Lf 4A0 PT OFFSET 14.83 PT' II I I > I I I 0 0 50 I ` 1 1 0 i PPo, PROJECT VALLEY E.VALLEY CTR DR FFB 19, i993 f AfL 1ECT NC. $EE7 NO. I EXCAVAmN 06ANgAF.NT MONTANA J.35-40s 21' Cu.Yos. CLL-M N. 19TH AVE. INTERSECTION - WEST E. VALLEY CENTER DRIVE I I � I I 9rA18I-WTON,9C ----------- --- - k- -- ---- - - ---- - -- __ - ---- 7.I"w4uevw r eu Yo5 LWA4V A66C*��6A7S r`ftV.eS f.�D Zy 7 so Y0S &rD7FX tk---AMm."F NfA✓y I I ! STA. 68+49.75 (A) SLOPE$ 20.42 LT SM RT OFFSET HLFG ITT 6Ti7 j"lol TO Gig LO Eoa� o"i.✓ oArcwutaa,tr. (rr.P4rr) 7 6•Y, 4004, arYc. '+[C ZVSC44e" 1-L'7AIV- :.e�onr I I I f ' I 704 0 `( STA. 67+99,75 (A) I I � SLOPES 1.54 LT SM pT OFFSET I&M RT ! : I III ird e a STA. 67+49.75 (A) SUII'L'> 1.50 LT 4.1101 p1 UIFSET LIAM FIT I I _- � I I 3 I Ir IR 453 0 I I I i i I STA.! 66+99,75 (A) SLOPES 1.59 L� 4.0 RI Of FSLT 11_45 PT, i i i ;10.0 X 10.0 ! � I � i I III Ilia I I Td- STATE PROJECT 1 EXCAVATION EPOAM04ENT MONTA-A SsPS 215- G CU.Y04. CL.YM _ N 19TH AVE. ENT RSECTION — ST E. ;'VALLEY CENTER DRIVE \ I *0 s - '9_C2i -� PVT APP A07- �SS LD" T✓�F � 35 203 i75 c v ADV'j jE.ae STA. 69+99.76 (A) s e✓ ..00•d. erc. SLOPES -4_N LT -19.9T. PT LFFSFT 7i.19 RT T :O 185 108 STA. 69+49.76 (A) SLOPES -41AW LT SAG RT OFFSET 14.67 AT TS S 1 A. 69+46.52 rl I i ! 3 v n 211 21 STA. 68+99.76 (A) SLOPES 4.♦N LT SAi RT OFFSET 19d01 RT - I ST4 of f 75 /G' Ag2/ aY orri6Ris- i � mm S74 6B f 70 o Ar✓FWR. X- 209 3 4 Wine M4 T ST A. 158+71.05 (A) I130 SLOPES: -4.0 Ll S.GG TAT OFFSFT 16.9t RT At CAS M� -150 -1480 -50 0 5� 100 ;: I 1 I I I STATE r'AQIl.CT M0. g1EE7 N0. EXCAVATION ENBNg4El4T .23V2 LU.Y05. MONTNVA SrPS -I4) CuTv. i N. 19TH AVE. INTERSECTION - ST E .VALLEY CONTER DRIVE I I I ! I � m -1 1'ro i lei STA. 73+59.34 (A) 7 SLUM!, 4.00 LT 5t0 AT UFFSET 0.52 AT I 3 7r f 43 Arr. R&A40✓e 3 L-x-te'C",- Imo - Ca'4.-Sto— ry eo C.x CC/it- guc. ml ' • �m I � am Q'D4A/I/ -- — --- C7w 7r�So 70 77f30 52 663 50o F- rose O"MI 4rar lrriE r) STA. 72+59.37 (A) r4,p ��; c, .SL DPFS -4M Lr -4AW PT O"SFT 0.51 P.1 7?4-00 ry 430 X%q.41rV glrCH J 50 4 Y. q0n L_ G. r � i Ij� �7/�aBl 0Q 90'4'KEW L r ,' 63 C.Y- CULV. E�XG. JTD. -40 1K W LJ•' I Oon lea C-y or 40 Y.b C Y CONIC C�/IORi M11CL 4rY/r !o .5.6 c V �'Oi✓L. dddpppC,E AtoIECl/ON i 71 i - iN✓.9G-a [T I tT ivv. a�.o 0 958 STA, 71+59.40 (A) SLOPES -4J0 LT -4AM P.T UFt SET 0.51 PT i I I STA. tO+59.42 (A) SLOPES -4.M LT -4,M �T OFFSET'I 0.47 AT I i �I I II i I I 1 i I i I i , I I i I I I I I I 51 I 1i0 I _ STATp P"UJECT NO. in EXCAVATION EMBAmKWNT MONTA/W S7 P=RS.S-/(LJs- 24 3 cu.VO5• MMS. N. 19TH AUE. INTERSECTION WEST n E. VALLEY CENTER o"M v o6 7/8 63 STA. 794 59.18 (A) SLOPES 4AD LT S.BB AT OFFSET 0.53 PT 572 8e STA. 78+59.20 (A) SLOPES -4JN LT SJIB PT OFFSET 8.53 AT 77,030 YA Blt_U - m SAO Cf Fps jarr*1 P1; ril 0a 4 i'i✓L OIAVA/ I'O✓G PtYo:aPA7 v""*j 7 Cd IDS ACAH✓A6&WJWC7i--.E� �S,wiI 19GvNAbr- I 342 - - --- - - -- - - - `—'12H STA 771lO rlp STA. 77►59.23 (A) 7-C Y. 140o ko lzef� (rr r1 SLOPES -4AY IT 5.0 AT OFFSET 0.53 a* l95 '86 STA. 76+59.26 (A) 5LOPFS -4.0 LT 5.W PT OFFSET 5.53 P.T 1, _ --- - I 141 257 I i i it I i STATE PROJECT W-: 54XI N0. i vlf.VATIDN EFF1ANg7FN1 MMIAMA S+PS 23s-;44)S 25 UJ.YDS. CU.'-'OS. _ N. 19TH AVE INTERSECTION - ZT E- VALLEY CENTER DRIVE i C5 STA. B4+16.95 D- 3 0 0.00 S-' 0.05 FT/FT 649 91 STA. 83+59.07 (A) SLOPES -4AM LT 5,W PT 0"Sf7 #,-A RT a >�O -- -- -- -- - - -- -- - _ `_ -- - - � - SrAitz.90 �Jd'1430 SOv ti E2*--ArAV.V rT. S 1 A. 82+59.09 (A) yw.YJXs p9141A/19&61AF&AT£ SL:'F2> 4AN Lr S.NY Pt UI;S!` 11.5] NT .'J734 VAS-*4VWXM-t DZA,VAbe 04OVg STA B24/0ITOWZ�30 EP6f (mars) f-r. 40 c.tXC. 3 ,kr °' s"-+'r' i I r m j 912 84 Sl A. 81+59.12 (A) 1 STA. 8/ 1100 SLDPFS -4.W LT 5AD PT DFFSFI 8.57 P.T PVr AI c LC4V5) r✓�E A 155 G y A00 EMN /0 6Y ADO'L. edG i a/f oa rrr, 4PP Ar (_tc' LliNc 1 oC ° Lm r✓P6 9 4C - -- - i- 70 C-✓ AOD'i. EM6- r _ fET J R7 R 906 57 3s G✓, t�i✓FPr tvG i STA. 80+59.15 (Ai SLOPES -4AM LT 5.0/ MI CktAT IL51 RTC, lea 50 0 50 1�0 PROJECT VALLEY �•"„ �TE,T to 446" NIL E.VALLEY CTR DR FEB 19, 1993 EXX;AVAl10N ENOA4(PENT IOdTNVA 5,'PS 2 35-!(t)S 26 cuss. r�-r�s. N. 19TN AVE. INTERSECTION - WEST E VALLEY CENTER DRIVE 806 8 S 1 A. 88+59.04 (A) SLrPFS S.Ot! LT SAO RI OFFSET 111.0111 RT y sTA b'7+,J0Tb 9043k; J S00 tF LDGE A[A„N tY v 3 I"�✓C pcAu/ --�--r-- f i- 7 ct/✓DS.oe"&✓At4aoE`.vVE a iW&S YJS 66QlEXLLE-f�W �d p� 7 STA. 87+59,04 (A) 574 e7o/O rO 97#.30 f06F "4AA1 c/sGAWASM' 'Cr' (rx4wX) SLOPES 5.00 LT 5A0 RT OFFSET WAS Pt 7 C,y, AACi -rxC- A/sCdACb[JIF77�K_ eg Ln I 770 27 ST STA. 85+66.95 STA. 86+59.04 (A) j i ;LOPES "m 5.02 P1 OFFSET ILM PT I - In O I 74 sTA 65+ .50 7-0 904 SOO LF EDGE DEN/N L7 /'-4'o✓G DtA�� STA. 854 59.04 (A) ,' '"P '7�ll.YtX-pGai/ �NiA[JS SLOPES -4.00 iT 5A0 PT OFFSET ILM PT IB7SC.YAS,6Ev7t A� bCMEA �Tq e5'+sa ro es y s F06L O.LA/.�/O/StNA.f4I d.! �7YAOX) 7 LY. AOOt. CrC- I � sfer D/SCT/ALf„E�A/L ' I La m �m r c�v P6 639 104 S1 A. 84*59.04 (A) SIUPLS 4.00 L7 5.00 RT a{tSIT 0,49 PT 10.0 X 10.0 140 I I STATE P"WECT N13.1 SMFET Nq. i FYCAVAT10h LMBMICMLh, MUNIMA 57PS Z35•/((�$ �? CU.YDS. CU-TO5. NG N. 19TN AVE INTERSECTION - WEST I � I E VALLEY CENTER ORI va .5r4. 9 j Id 09 ��� 3.O�n _ h I23 C.Y. 400'l.. YO. 2.0' Coven 436 99 -00Y ai[�VAVreM-- STA.' 93+60.80 (A) SrA 93 3 431 51 OPFS SAB Li -20.67 RI 01FSL1 27.10 LT /L` NAT. GAf 4 11" f 5.0 PEEP ro ee CAPPED `'�NQ -e✓ orve*5- a ►`O —— 356 '19 STA. 92+59.50 (A) ` SlOYES SAB LT -4A0 RT ffFSFT 11-64 LT k t lb, m -- 578 38 STA. 91+59.08 (A) SL CFfS SAO LT ILL R' UffSET 2.77 L' A co a 1 s r. _ ao ,LF eDeE DOA141 i PeArw/AWL4REAA7LF-L 4 15 STA. 90+06.98 '0.7s0Y*S---mV —/a--r-e+wvrlAwr ST A. 90+59.04 (A) 5TF 90.450 70 90r50 EOif z,S lw O/6G54ese-[r. �ryAr1) - SLUMS -m-11 LT 5A8 RT OFF5FT 0.11 Ll 7 C•Y. AOa Arxc. lFf Atl�G1✓Atb�O6'77L- Q' rS g1�0 1 �j W ►T' ,s Sra 09 t" IJ — - - 9 a c.✓ andL. e?•c 838 4 NEA) if'! 46' wit°a4 per{ tr, s rsr. i 1 O''Co✓4R STA. 89+59.04 (A), XAI. y ORE. S,M LT SAO PT pFT5L1 B.Bi RT ( STA. I9t-75.63 .. ' � P✓T.�A/P R r' I I I I so q✓ ,ioo'c, e�et -- 10 4y �DD'G 6xC A/eA/ M x s/ ddddddSSSSSS FE7$ Gr C -150 i 1000 01 I 50 j 1t�0 `sG:f!t.tu EYl 1 STATE ♦RWE41r N0. a[n NO. •- EXCAVATIC EM6MPMENT MONTANII S-p s 135-i e,05 28 - [USUS [U.YDS. N. i9TH AVE- INTTE�RSECTION - WST E- VALLEr CANTER DR1SE P 87 198 STA. 98+20.82 (A) St OKS 4.W 5.00 PT OF/SLT 14GAS LI I , I � a Q the I --- T - - -- - 369 47 STA. 97+44.81 (A) SLOPLS 19.90 LT SA/ R* OFFSET I75.BI LT I a 3 539 52 0�.1. qro r 45 STA. 96.464.22 (A) /YT- APP. LT. AIIF Rr. SLOPF5 5.M LT 5A0 PT OFFSLI 115.41 LT 4-0 C.✓ AOO'L fMd '7S IC 1� f�OdL /C L-/ AUdG- EA'C 3 F✓- .4AC /Els LT 4 FFrs L714F AM /.0, Co✓AR /3, Co"A R ,ZO C Y.Gk✓ERr FW- zo c.✓Cvd-tw zwC . 483 88 sso c�Eoc prViLT STA. 95+68.33 (A) j'i�r✓cL,w.�i i7'!'IVC IEXfAtAAEDAi•A4� l.. SLOPES 5.00 L! 20.22 RT OF1,ET 67.47 Li 74V.YQf,^XA.W AL544lEirF.E /�� I - ,9.710 YAS&tVMT7%OF-AWftA*bt.-AWY Sra 95{.So ro195+50 I EQ6I LAuw o,"CA44,ftlE gh 7 C.Y Od-O -X', sE�txsL',Yj4C6rE 1��t m u � c � 68 b07 STA. 94463.54 (A) ' SLOPES 5-00 Lt -LM Rt OFFSET 51_17 Eli I � 4 I I I i e0 I e - I _fee I I � - e I, I I 1 STATE WWLCY NLL — SHEET NO_ I XLAVATION EMBANKMENT MONTANA SIPS 235-1(S)S 29 CU.YDS. CU.'DS. N. 19TH AVE. INTERSECTION WST E.'VALLEY CENTER DRIVE V Q 01.0� 4 -- — - - 574 101 f 76 -'i rX i01+44 l22 82 P"T i0j� tf *VT. Opp RT T✓vE a T✓iE a STA. 102+-36.88 (A) /00 c r. .4DOL Eaf6 .so cY 40P . FMe T cV. .400'C_ eAc S CY .4W4 F_XG. MOPES 2YAi LT 4,p RT OFFSET 53.64 LT .VC►✓ /B'x46'AflP. 04. NE»' to,rJC,AM OR Ff7'5 LT 1 RT fErS LT. t RT. 1.0' Co✓ER l-7' coven `:•` ,.`� IllC✓ Lir✓"7-Icvr- -m C.7y t'✓t.2El1•rNr- v 634 55 STA. 101+36.13 (A) SLOPES 4JW LT 5.@V RT DffSET 92.47 LT I I I 4 I PC SSA. 100+67.19 PT STA. 'yy *67.19 159 D= 4 0 0.00 1�tl STA. 1&+ l�.cfj'F(h) AWLS 41! Lt AAJ RT OffSCT 129.64 LT L i 85 138 STA. 99+70.57 (A) St APES -22LOI LT -19.97 RT EAFSET 13&W LT c0 � /4 1 147 s*4 90c'o 7 /VIP i 4�D2.tY/J I r s70 91-rW oddd4WA'V sv 21* (s 1► 1 i 51 A. 98+9�.16 (A) rc• �" Svc au s.>^ 5}O►ESI -4.M LI -19.15 RT (XfSEi� 147AS LT -fEEQ/s['�NFbt C I I I it jo — I I STATE PROJECT Na SHEET NO, — ExCAVA'LCIN EMBANKMENT Npr/ANA 5TPS�IIRSC C6 S ' ru.ros- L u.YM 30 N. 1 N A e - E. VALLEY %NTER DRIB I I I i i I I I I i I I I d , I j I I I , 13T,4 'OQf 19. (a9 END PROJECT I j i I rw. �0•9� % � I i �w Pa' A ►�FTa i r, +2 0 Co✓E R �: BSc.r eAlk.w c, o,�r /.VC Er /TCN A r Old iN✓ Get r3°AKf� � i�.S I 127 233 1 STA. 103-41.65 cAi f- SLOPES! -4.0 L T °Ai itT If MSE T 7L8E LT j I i I I i i I I _ DESl6*—**TA — T-± MONTANA DEPARMENT OF TRANSPORTATION D. 1000 FEDERAL AID PROJECT NO. STPU 1201 (4) N.V. ~ GRADE, SURFACING, CURB & GUTTER, SIDEWALK, STORM DRAIN T °% ' Kem NINETEENTH AVENUE (A LIMITED ACCESS CONTROL FACILITY) - LETTING DATE— i - - BOZEMAN GALLATIN COUNTY - Is PFISDJECT SURFACING MATERIALS-CONTRACTOR FURNISHED 1 - - - LENGTH 0.54 MILES x WALM _-- = i EWNTAL I to"— 50 Foot T1s'TICAL 1 /�.� 10 /oot C>•ir F■LTsem--Sm. 0 TBUT.. ! Web— 10 Fart REDOC40 PRWTS APPROX. Vt OR/GINAL SCALE 34 m S 31 T1S � T T28( : - T22 END 19TH AYR. 2 I I J `'; �; s ,29+42-69 I I BEGIN 19TH AVE. 1+19.33 AH ON I �•' - STPu 1201(4)= 35+83.14 dK. 12 ON M-12010) I T2S—N—R5E r 14 r3 sum v mswN OEPAR'TMENT Oi TRAIVSPOiCT RELATED PROJECTSdu t j I 1 I A��IgIltO STPU 1202(3) ' ` I*7 ' ! K n, 1 � j{U rIK00RiTMK1'IOU EM6WEEA - 23 24 i i us 0tA �.wa ASSOCIATED PROJECT J _ AGREEMENT NUMBERS ' D R W B I.C. i M12%(2) P.E. M1299(I) a STATE I PROJECT N0. SHEET TABLE OF CONTENTS W NTW kTPU 1201(4) 1 2 ROAD PLANS SHEET NO. SIGNING AND STRIPING PLANS SHEET NO. SUMMARY - SIGNING AND DELINEATION QUANTITIES S1 TITLE SHEET TABLE OF CONTENTS, LIN. & LEVEL DATA, NOTES, BASIS OF PLAN QUANTITIES 2 SIGN LOCATION SPECIFICATIONS SIGNING & STRIPING LAYOUT S3 TYPICAL SECTION 3 UTILITY PLANS SUMMARIES GRADING, ADD'L. GRADING, NEW CONC. CURBS, SIDEWALKS, DRIVEWAYS, & SAWCUI; TITLE SHEET _ 2 NEW MONUMENTS, TOPSOIL SALV & PLACING, SEEDING,BLUETOP STAKING 4 STA 0+00 to SSA 129+4 (79th) SURFACING, ADD'L. SURF., PAVEMENT MARKING QUANTITIES,TEMP PAVT MARKINGS,CASE PIPE - 5 STA 15+00 to STA 29+42.O (19th) U3 DRAINAGE STRUCTURES, REMOVE STRUCTURES, ADJ. SAN. SEWER M.H. to GRADE, STA 0+00 to STA 15+00 (OAK) U4 ADJ. WATER VALVE BOX to GRADE, RELOCATE FIRE HYDRANT, MISC. ITEMS 6 STA 15+00 to STA 30+00 (OAK) U5 STA 30+00 to 41+00 (OAK) U6 DETAILS STA 41+00 to STA 48+06.48 (OAK) U7 DRIVEWAY APPROACH PAVING (2 DETAILS), CONC. SIDEWALK, CURB & GUTTERS, NEW CONC. RIGHT OF WAY PLANS CUTOFF CURBS, WHEELCHAIR RAMP 7 MONUMENT BOX, RCP & CSP RISERS, HAND-FORMED CONCRETE FLOW DIVERSION, TITLE SHEET 1 MODIFIED CURB INLETS, FIRE HYDRANT DETAIL, SUB-EXCAVATION 8 STA 0+00 to STA 15+00 (19th) 2 INTERSECTION GEOMETRY (CURB RETURNS, ETC..) 9,10 STA 15+00 to STA 29+42.69 (19th) 3 BLACKMORE PLACE SUBDIVISION 11 STA 0+00 to STA 15+00 (OAK) - 4 PLAN AND PROFILES STA 15+00 to STA a0+00 (OAK) 5 STA 0+00 to STA 15+00 (N.19th) - 12 STA 30+00 to 41+00 (OAK) �, 6 STA 41+00 to STA 48+06.48 (OAK) NO% STA 15+00 to STA 29+42.69 (N.19th) 13 STA 0+00 to STA 15+00 (OAK) 14 CROSS SECTIONS STA 0+00 to STA 29+42.69 (19th) 1-9 STA 0+00 to STA 11+50 (OAK) - 10-12 ELECTRICAL PLANS E1-E4 NOTES- LINEAR & LEVEL DATA BASIS FOR BEARINGS 1. CURB RADII ARE MEASURED TO THE FACE OF CURB. 2, PROFILE CURB GRADES ARE TO TOP OF CURB. SOLAR OBSERVATION ON THE LINE BETWEEN THE S.W. SECTION CORNER, AND 3. CLEARING AND GRUBBING SHALL BE INCLUDED IN THE 535 MI. THE WEST 1/4 CORNER OF SECTION 1, T2S R5E UNIT PRICE BID FOR UNCLASSIFIED EXCAVATION. LENGTH OF ROADWAY 19th AVE.(1201) 4 LANE 2823.4 FT.= 0. LENGTH OF BRIDGES 0 FT.= 0.535 MI. 4. U.S.G.S. ELEVATIONS ARE USED THROUGHOUT THESE PLANS, 5. ROADBED COMPACTION COSTS ARE TO BE INCLUDED IN THE UNIT PRICES BID FOR UNCLASSIFIED AND STREET EXC. TOTAL LENGTH OF STPU 1201(4) 2823.4 FT.= 0.535 MI. LEVEL DATA SOURCE 6. APPROACH SURFACING TYPES ARE AS FOLLOWS, SEE ADD. SURFACING FRAME FOR QUANTITIES BENCHMARK DATA ARE BASED ON A STAMPED BONNET NUT ON TYPE A=CONC, PVMNT. TO R/W, GRAVEL TO END OF CONTT. A FIRE HYDRANT AT THE N.E. CORNER OF OAK STREET & N. 7th AVE. (SEE DETAIL SHEET) PROJECT COORDINATES U.S.G.S. ELEV. t 4762,10 (USED IN THESE PLANS) TYPE B=GRAVEL FROM SDWLK. OR CUTOFF CURB TO END OF CITY DATUM = 4746.66 (FOR COMPARISON ONLY) CONSTRUCTION (SEE DETAIL SHEET) STATION COORDINATES DESCRIPTION NORTH EAST N. 19th BENCHMARKS 1+19.33 9,919,778 10.009.410 BEGIN PROJECT BASIS OF PLAN QUANTITIES 1+99.34 10,000.000 10,000.000 fL DURSTON, 12.50' LT. (SW COR. SEC. 1) B.M. STATION DISTANCE ELEV. DESCRIPTION 2+39.34 10.039.700 10.014.041 P.C. NO. LT. RT, 3+65.06 10,165.325 10,018.892 P_t. (QUANTITIES FOR ESTIMATING PURPOSES ONLY) 4+89.34 10,287.925 9,991.063 P.T. 19th AVE. 5+34,21 10,331.674 9,981.133 P.C. 1 1+70 61.5' 4785.54 FH ON 20th & DURSTON STAMPED N258 1. COMPACTED WEIGHT OF GRAVEL 3700 # C.Y. 2 8+03 79' 4779.79 50d NAIL 12" ABOVE GROUND W. SIDE POLE 2. BITUMINOUS MATERIAL WEIGHT 8.5 #/GAL. 6+72.34 10.446.383 9,950.556 P.I. 8+09.63 10,604.453 9,946.285 P.T. 3 16+90 84' 4768.99 50d NAIL 12" ABOVE GROUND W. SIDE POLE 3. PLANT MIX BIT. SURF. WEIGHT 3855 #/C.Y. 17+30.95 11.525.338 9.917,797 r STEVENS 4 28+18 32' 4753.78 "X' ON EDGE MH RIM 4. PLANT MIX BITUMINOUS OIL 6.0% OF PLANT 28+51.60 12,646.540 9.918.130 W 1/4 COR. SECTION 1, 35.00' RT, OAK ST. MIX BIT. SURF_ WEIGHT 28+83.28 12,677.121 9.882.167 OAK 5 1+70 47' 4756.32 R.R. SPIKE 12" ABOVE GROUND E. SIDE POLE 5. PRIME OIL 0.30 GAL/S.Y. 29+42.69 12,736.503 9,880.330 END 19th 6 10+89 39' 4750.58 50d NAIL 10" ABOVE GROUND N. SIDE POLE 7 13+21 37, 4749,57 R.R. SPIKE 6" ABOVE GROUND S.E. SIDE POLE 6. TACK OIL 0.05 GAL/S.Y. OAK �+55.65 12,675.633 9,974.915 BEGIN OAK 7. HYDRATED LIME 1.5% OF PLANT MIX AGGREGATE 11+80.54 12,659.181.6 .631 ,974.9 5 B N. 17th AS DIRECTED BY THE ENGINEER 8. COVER MATERIAL 25 #/S.Y. 9. SEAL OIL 0.35 GAL/S.Y, Sldlt /MA.EGT Ai.IIa�R SKEET rypica/ Section No. / AVTAKA Tf'<JlPO/(4) 3 North /91h Avenue 920' Veriaa - )(-Sdctgnel jy o, Drawn>e cats p ale h Curb 0' 0-- 1o.02 Fi Par Ft.) ~ 10.02 Ft Per Ft.) 37.0'Pr.ne a Tack,Seal p Cover - e.r - --- _370'PrimN 8 1bck,Seal a CA%W_ �2D' - +i 2.0'F - LL 5A' ,J 12.0'T.orllc Lone - 80'SnwWw/ 5'()* 10� 50' e�.0'SMulder.,.1.�t2A'TW!IC Lend_ t -_ 12.0'Trottic Lone w !00' I Wdlow- _L _ 12.0 TroKK Lone I_ DICKin Lane BoWasara SiOwalk S _SidwaM uep./ey0rd Bicycle Land I �. T -s.al a cae.r Profit o Ini c uc _ Wolila Groot ~ _ ,. Teo or CUM 0.02'/tA' 009A.0' o o2'/IA' 0.02 Y L0' CIO Dopin at YI Fill Depth m`�_W �r.;�=s- ]d SkoDe Sit" 1=1111=11=�i1� Slaker. I Jdy ,ypt et pn CD Slope b Sla 4'SidowoM(Typ.)J -0.,W PI M,s all.Sari,( odd a (TI 12 L1dts1 I EOTE7LE FAB1C-SEP/STAB } 0.2'Cr T0VSaftaca- L -0.15'-Cc Top%art,Type A.Grado 2 M -O.lb MCD-WOVEN Type A.Grade2 a75 fa-- - --2-90'-G Bode Crsa,Type A,Grodo 5 Cfo n 0.02 Ft.Par Ft. --__ Crorn 002 FL Per Ft. Quantities 19TM AVE, A re ate Material Bituminous Mate►iol STA,2+I I.34 to STA.10+0000^Ttvrleltlon Exist.Dwa10n Rd.S►1ou kit r to Typfo0l NO-1 UNITS OOVER Pt MD( CR.TOP• CR BASE UNITS R.MD( PRIME SEAL TACK STA.10+00.0010 STA-29+4269-Typicol No.I MATERIAL SURF SURF CRSE OIL AREA SQ.FT - 29.6 It 1 230 8 SO YDS F R STA. 822.2 822.2 822.2 YDS.PER STA. _ 10%6 41.1 654+0 TOMS PER STA 12.68 1 05 L22 TONS PER STA. 10.3 21 tJ GAL.PER STA. 41.1 4 O,Anrilhs do nor inCluag*""ate mowr.mi torsodewalks- Typical Section No. 2 Typical Seclicn No.3 Begin Ook Street Connection STA 42+59.98 a 45+25 T►P i1 27r1 a der to End 00* Strea/ Connection STA 45+25.00 b 46e04.40 Typical STA 48+06-48 (PTW T STA 46+04 40 to 48+06-48 Tian ' to Tye.Na 3 tdl Q - -- 125 12S' 30 0' _ - _ 30.6 26.0' 2&0' -- -� to 0. �• a,Took,Semi&Cowr Prima,Took,Saoi a cover Primd.Txk SeW S Co 2 Cr L3.0 3A' �I 10 .I}e 14 MA' MWfan 14 0' 9.0 �{I ~ IL2ow Exist 1� Shoulder TraNK Lone - Trott SDprtmte �r Match New Nardi tN.Curb Pro Prpflle Gods• file Gr 5001 a OWN, Protde Grods• Curb to E,ist. -- - I Matti Gr. j To Exwt Curb Fit _ F,niM W. Top of Cwb Curb U 'in Woq t _ Top o1Ca11, - 002 tt/h 002 It/it- -00_2t1/1t o D2' r- -!wr Cut OfDM a7 Slope SW � I Ba Il. 0.75 Carp.P. f.Surf.Grade ell UMsl � Fa Height a,Slope 0.15 `04G'C Mla S. Bl2 Llfh1 I - State CI AV .Ct Top Suit-T rode 2 -0.IS' Cane Cu To Type A.Grade 2 0.T5, - 2 omp.Cr.Bose Cr so.T odes 0,7S-� ,. 2 90' Comp Cr.BON Type A•Grade S Noh! Stop"Ybry See x-$aclwa [meat 0 02,it.Par It w Craw 0.02'ft - - Cc tL Cr 0.02'Per Ir Quantities Ouantities Aggregate Notarial Bitumirwus Moteriol A ota Motlxial Bituminous Material COVfR PL.MIX CR.TOP CR PL.MIX UNITS C PL MIX CR.TOP CR. UNITS PL. L PRIME SEAL TACK I UNI MAT L SURF SURF CR SE UNITS OIL PRIME SEAL TACK - L SURF SURF COUR OIL A 50.FT - 22.4 8.4 178.4 SO.YD PER STA - 622.2 622.2 622.27 **� AREA SO,f 8 4 3.2 771 SO.YD.PERSTA 233.3 233.3 233.3 CU.YOS,PER - 83.0 31.1 6607 TON PER STA 9.60 079 1.06 - CU YD A - 591 11.9 2- 285.E TON PER STA 3-58 0-30 0�40 0000 TONS PERSTA 7.8 160.0 57.5 1222.3 GAL.PER STA - - - 31.1 STA 2.9 59.9 22-0 528.4 GAL PER STA 11-7 S UM TSTATE PROJECT N0. SHEET Y �IONTANA TPU 1201(4) 4 GRADING STATION UNCLASS. STREET EMB. REMARKS EXC. EXC. (C.Y.) (C.Y.) (C.Y.) 19TH NEW CONCRETE CURBS, SIDEWALKS, DRIVEWAYS, & SAWCUT (STD DWGs 64-67, & DETAIL SHTS 1+19.33 2+36.15 Conn. to Durston Rd. Lt do Rt NEW CONIC. NEW NEW 4" •s NEW 6" •s SAWCUT 2+11.34 29+42.69 10862 12379 STATIONS CURB do CUTOFF CONCRETE CONCRETE REMARKS 3220 4960 Additional Grading Frame GUTTER CURBS SIDEWALK DRIVEWAY (L.F.) (L.F.) (S.Y.) APPR. (S_Y_) (L.F.) LT. RT. LT. RT. LT_ RT. LT. I RT. TOTALS 14082 330 - 19Tri 1+19.33-1+55.11 68.1 29.4 Incl. 20'R on Durston Excess material to be disposed of by the Contractor at a location 1+20.70-1+58.93 69.3 30.8 Incl. 20'R on Durston approved by the Engineer. Costs for Haul are to be included in the 2+38.49-10+96.20 914.0 17.0 494.1 1000 100.0 Incl. 20'R, Sawcut-Durston; 15'R, cutoff curb to 11+29.70 2+41.83-16+92.64 1562.9 741.4 236.1 Incl. 20'R-Durston; 20'R, 46.50' ext., 7 Apprs. unit prices bid for Unclassified excavation and street excavation, and 11+68,20-16+97.27 589.1 34.0 313.3 Incl. 20'R, cutoff curb from 11+29.70; 15'R, 5' ext., 1/2 cutoff curb on Stevens will not be paid for separately. Embankment data provided for 17+64.63-29+42.69 1247.0 74.0 657.0 Incl_ 15'R, 51.5' ext.; cutoff curb on oak, and rest of Oak St. contractors information only. Not a pay item. radii and extension 17+69.26-29+42.69 1154.8 165.0 625.8 Incl. 20'R, 1/2 cutoff curb-Stevens,20'R,1.79' ext., cutoff curb on Oak, and cutoff curb on 19th and radii TOTALS 5605.2 129001 2891.8 236 I 200.0 •. SQUARE YARD PRICES FOR SIDEWALK AND DRIVEWAY APPRUACHES SHALL INCLUDE PROVIDING, GRADING, PLACING, AND COMPACTING SUBBASE GRAVEL ADDITIONAL GRADING SEE PLAN SHEETS FOR CURB LAYDOWN LOCATIONS. STATION UNCLASS. EMB. EXC. sss REMARKS FROM TO C.Y. C.Y. 19TH TOPSOIL SALVAGING & PLACING, SEEDING (SEE SPECIAL PROVISIONS) 2+30.0 15 Appr. Rt 96 2+11.3 '' 5'J 2810•• Subexcovation STATIONING SEEDBED TOPSOIL SALV. AREA NO. 1 SEED FERT. REMARKS 4+50.0 140 Appr. Rt Type A1 COND. & PLACE 6+56.0 50 Appr. Rt Type 8) FROM TO (ACRES) (ACRES) MY.) (ACRES) (ACRES) 8+68.0 20 Appr. Rt Type B) 19th. 10+70.0 20 Appr. Rt Type B) 11+29.7 75 Berm for Cutoff Curb Lt 1+19.33 15+00 1. 2 1.7 1.7 1. 19th Ave. 12+96.0 15 Appr, Rt (Type B) 15+00 29+42.69 1.92 1.9 103032 1.9 1.9 19th Ave. 15+20.0 5 Appr, Rt (Type B) OAK St. 17+30.95 40 Street Appr, Rt (Tp. Ir Surf. Thickness } 1 1+32 1 11+45 1 1.06 1 1.1 1 444 1 11 11 Formers Conal Stm. Drain Alon Oak St. 17+30.95 6-: Street Appr. Lt (Type B) TOTALS 4.70 4.7 1 2401 1 4.7 4.7 28+83.3 260 Oak Intersection 11+50.0 29+59.0 76` Ditch Grading OAK 5t. 1+32.0 11+4;..7 1510 Stm. Drain Cover Embonkmert 11+45.0 11+75.J 60 Channel Connection Lt. NEW MONUMENTS BLUETOP STAKING -+ ➢J STATION EACH REMARKS I I CRSE MILES i2th •• docklill must meet the requirements for on A-1-o material. 17+30.82 1 19th do STEVENS ••• Embankment quantities ore provided for the Contractor's information only, 28+51.60 35'RT 1 W 1/4 COR SEC 1 and shall not be paid for separately. 28+83.28 1 19th & OAK 0 Quantities included in "Grading Frame TOTAL 3 ISTATIF PROJECT NO. SHEET MO%TANA STPU 1201(4) 5 SUMMARY ADDENDUM N0. 1 ATTACHMENT N0, T SURFACING STATION LINEAR FEET AGGREGATE MATERIAL BITUMINOUS MATERIAL TONS C.Y. TONS TONS GALS. REMARKS FROM TO GROSS NET T - FOR COVER PLANT CR. TOP CR. B1'Srt MAT'L MIX SURFACE Uuk_E YDRaTE SEAL PLANT PRIME TACK GRAD SURF. .YPE A TYFE A LIME CRS-2 MIX MC-70 SS-1 4A GRADE D GRADE 7 GRADEAL MO 85-100 1+19.33 2+11.34 92.01 92.01 DURSTON ROAD - - - - USE ROADWAY IN PLACE 2+11.34 29+42.69 2731.35 2731.35 19th AVE. 281 5771 1122 23,348 334 346.3 28.7 1123 MAINLINE TYP. NO. 1 ADDITIONAL SURFACING 18 34-1 165 1417 2.2 22.3 .-8 3 TOTALS 12823.3612823,36 1 299 1 6113 1 1287 24,765 91.7 35.6 368,6 30.5 1196 ADDITIONAL SURFACING t:ANTITIES INCLUDED IN SURFACING FRAME STATION LINEAR FEET AGGREGATE; MATERIAL BITUMINOUS MATERIAL TONS C.Y. TONS GADS. REMARKS FROM TO GROSS NET + - FOR COVER PLANT CR. TOP CR. BASE SEAL PLANT PRIME TACK MAT'L. MIX SURFACE COURSE CRS-2 MIX MC-70 SS-1 CGRADE SURF. TYPE A TYPE A AT. MOD 85-100 4A GRADE D GRADE 2 GRADE 5 I+19.3 1+87.3 2 34 7 169 0.2 2.0 0.2 7 CONN. TO DURSTON ROAD LT & RT 21 I L3 2+41.6 ^ 1 29 6 104 0.2 1.7 0.1 6 CONN. TO DURSTON ROAD LT do RT 1+19.3 29+42.69 - - 92 ^ - - - - APPR. GRAVEUING- SEE ADO. GRADING FOR LOCATIONS 11+29.7 25 5 92 0.2 1.5 0.1 5 CURB RETURNS k FILLETS LT -PUBLIC APP 17+30.95 95 19 404 0.5 5.7 0.5 19 CURB RETURNS &FILLETS LT h RT - STEVEN'S ST. 28+83.3 ti g 184 36 648 1.1 '1.4 0.9 36 CURB RETURNS k FILLETS LT,RT - OAK ST. TOTALS ^' 18 342 165 i 1417 2.2 22.3 1.8 73 PAVEMENT MARKING QUANTITIES TEMPORARY PAVEMENT MARKINGS STATION CURB YELLOW WHITE WORDS 8 YE "1f1lOW 4" WHITE 8' WHITE 24' MIHIIE PLASTIC REMARKS 6 6 MILES MARKING PAINT PAINT SYMBOLS PLASTIC PLASTIC PLASTIC PLASTIC PLASTIC WORDS 8 FROM TO EL PAINT PAINT STRIPING STRIPING STRIPING STRIPING STRIPING SYMBOLS (GAL.) (GAL.) (GAL.) (GAL.) (L.F) (L.F. L.F.) L.F. L.F. SQ.FT. NEW 18" SM. STL-CASEMENT PIPE 0 0+00 29+42.69 12 75 50 4 11374 1433 7605 1881 311 346 19th AVE. STATION Lift FT. CY CULV.EXC. REMARKS 17+42 150 170 0.250"WALL TOTAL 12 1 75 50 4 1 11374 1433 1 7605 feel 511 1 346 1 29+07 180 205 0 250 WALL-SKEW6'LT TOTAL 330 375 i SEE SPECIAL PROVISKxIS COST 00%CITY OF BOZEMAN CHARGE TO CITY PROJECT D'ART OF HDP 9113(000F] T U 7' � � 1[/�\1 q � � STATE PROJECT NO. SHEET S MONTANA STPLI 1201(4) 6 DRAINAGE STRUCTURES LINEAL FEET NEW STORM DRAIN Ll CUBIC YARDS EACH MY.) STATION CSP-IRR-0.064' CSP-FR-0.109' RCP - IRR. BEDDINGCL 'DD'CLASS 2 NEW TYPE I CURB INLETS 48 84 0 RCP RISER CSP RISER TYPE 1 FLOW REMOVE CULVERT 2 2/r r 1/Y MR J' x t' CORR. CL. 2 CL. 2 CL. 2 CL 3 MAT L CONCRETE RANDOM TYPE 3 TYPE 3 " "4KLE "Ymwa DROP CONTROL CULVERT EXC. REMARKS RIPRAP H R 7-V OR _ . MODIFIED MANHOLE MANHOLE RING t OOVER RING t C01FR INLET HEADGATE FROM TO 12" 66' 73'x55" 2 1 ' 24' 60' 7 'x45" W 4p SID DEG JO S1D OSG L DEPTH RIGHT DEPTH OU SM.OTC S .DM6 57 SU r (9EF NTI&) 12 191n Ave. +31 _ 1 _ - Manhole 1 ' Rt 2+3' 6+30 400 48Q- _ _ 40C 1Y - 54 Rt 3+40 _ 15 x24'CSP 10 4t .3 _ 60 x40C5P _ 20Rt 6+30 t Manhole 54 Rt 6+3C 16+921$ 058 1058- - - _ - _ - - 3450 _ 54 - 6g_Rt F�t52 - - - 8a x40 CSP 10_ t`R 8+60 4 'x36'CSP 15 29 Rt 10+62 - -- - - - _ - - 42 x36 CSP 15 65 Rt 1Q+A 24 - - 76 i-- -4.5 1 -- 51 - 1 35 t &Rt 12+72 1 200 - --- - 1 - _ 1 - 10 Connection to Slockmore Place STM_ 16+92-6 24 - -- 1 5.3 t _ 40 Curb Inlet RIL 4anh4ls 65__Rt-_ F?o _ -7 -RS16+4 .6 16+97.3 76 1 4 15 Qrb Inlet Lt 16+92.6 17+75 _ - 91 _ _ - 300 17+12.5 17+49.5 74 2 3,3036 7+ - - - -- - - _ _ 1`'x44'CSP 20 --- 17+30 _ _ 60 x4 CSP 20 17475 _ - 1 _ _ - _ Narwhals 55' Rt _ 17+7 22+46 466 466 _ 2050- 65 Rt hoilp-wit 22+46 26tC4 548 - 546 - - - - l - - - - -l�fb 6 5 Rt h Flow B Rt 22+40 9+5 724 - - - - - - - 16O 1". L" k Siphon 60_Rt._�x4,5 9endx 28+00 _16 _ - jQ__ N;rh Ip 65 Rt In1e! 85 Rt 28+00 4 76 _ __ 1 35 1 40 _ 55 Curb Kole Lt &Rt 31.1 - - 120 120 - - - 35t1 65 Rt to 61V R 26+12 - -- - - _ 10 - 26+47_ - - 18 x24 CSP 5 i31.1 1 Manhole 66.1, Rt IRR. Flow Contiol _ to 12 Crak Street 132 - 2 Curb Meets Lt 1k Rt 1+32 1+52 _ 32 - 1 35 - i20 906 Searnonted Bond. 4 Thrust 8:oCk 1+52 11451 _ 1000 ItoO _ - - 2190 70 Lt 6+14.5 - - -- 11+51 M nq hale 70' Lt 11+51 11+75 32 1 35 110 90°Segmented BendA Thrust Block 33t.3 12 - _ -�15 90 to 129��on4 outle, Prot. TOTALS 88 2072 476 1 1032 280 1094 120 39" '.3 12 3 5 2 / e 2 2 I 11540 L1SEE SPECIAL PROVISIONS FOR WATER TIGHT CONNECTION SPECIFICATIONS ®SEE SPECIAL PROV"SIONS FOR COATING REWfREMENTS FLOW DIVERSION INCLUDEC IN COST FOR MANHOLE 14]BENDS INCLUDED IN COST FOR PIPE I RELOCATE FIRE HYDRANT * REMOVE STRUCTURES EXISTING EACH NEW REMARKS STATION LUMP DESCRIPTION LOCATION LOCATION SUM 19th MISCELLANEOUS ITEMS 1 1+75 63'LT 1 -+65 63'LT WITH AUX_ VALVE 3+32 0 04 Concrete Headgots l7+to 4 Gaug�nQ Station (salvage to owner) 1+75 63'RT 1 +65 63'LT WITH AUX. VALVE STATION CU61C YARDS SQ. YARDS REMARKS t7+3C 0 3 IRR. Sin,cture CL 2 GEOTEXTILE GFOTEXTILE TOTAL 2 FROM TO CL. 'DD' RANDOM 0Bt0N C SEP/STA9 TOTAL LO CONC. RIPRAP CL II a IIl MEn-WOKEN SEE SPECIAL PROVISIONS OAK 1+32 1+52 5 *Thrust Block for Storm Drain, Lt ADJ. SAN SEWER M.H. to GRADE * 1-,+5I 11y75 5 *Thrust Block for Storm Drain, Lt ADJ. WATER VALVE BOX to GRADE 11+63 11+87 405 210 (hitlet Channel Lining, 120' to 175' Lt LOCATION EACH REMARKS t 1h STATION EACH REMARKS 2+11 129+42 33,280 1�th 19th 28+20 :S7"RT 1 19TH AVF. TOTAL 10 105 210 33,2130 1+70 1 37' LT of Q 1+70 1 37' FIT of 4 SEE SPECIAL PROVISIONS TOTAL 1 TOTAL 2 SEE SPECIAL PROVISIONS STATE PROXCT NO. .SHEET Throat IIII+2.0' AOONTANA ISTPU !ZO!(4) 7 1.0 Throof WidM re IA' fVft 10.02 ft� fission EmstinE-_ 02_ �d R/W Line Top 5 ied Cr. E-fl Tap Srf..Tva A �•r 2 - r V9•sl'Connacfran Jtw/ts-__ I Tyo) - I � i-G' L 5•�_ 5-O 6'Cont.Approach Paring R_ y b 4'Sidewolw [sfd Der 65) �-0 02 1t/R. 0.02 ft/fT� - - NOTE Whemic"U r Romps ro be 4'SidevaM lStd 63)-- _ _ , - 'a of all Her - - SECTION B-8 ---- mgrstnechnchnr siren ✓ass- if wde Ca+creh -A .oIks. SiO aleRes51d Ovq.sW6% ::�l SeaDabd Sheep for '• 1/9,Expansion JpMs Boa of Cult Spec41 Dotipn at N.19tk _ �yEspenelOnJo•nt e Ook - Ma1oh Existing Ground 't • r --- �A of III Lim- - - 5'CvrC I aldorn II 5� N Edits at Concrete Gsster Y �' - -�• Tra+snwn yA � � \ I ry Cw0 r laydorr Tlnadd -wheel CEO✓Ramp B Growlle4 - B SeeblareB Proflhs r �• /` ISr SId.Dag.No 64t EreWt dot 1Nidth _ For Width •� _ 1/0'.I Contraction Janis !Tip 4 '!�?`` - -Loydor'Curb �1. 3 Hodrw(Typitetl. = -- __ 6•Cant Approach Paving I 1'\ - •' } mg -contraction Joint 4'Sidewalk (Std Dvrg 65)_11 --.4"Srdowolk(Slid Drag 65) yyna 5.0' 5.0' 2 C L V 1 - Eaponsion Joint - - in March Sidero s•OOB67Wk--- - - -- Single uuel s tam•:006itM S•0 02 if/it 7 tr 1 -- - _ .Y n Back of curb .-,--- - .a w. a`a. -a.� a�q ,_�. . i -Contraction Joint 'F^ 1'. Y - N I ______. ' ------ - -- - I Catcn6l414 Apron rIM 6.6 4/4 WWF - -� 6..Concrete -Incldenlm to Cub and 5'Cuvb La do.n A y Edge of Concrete Gutter Ginter Quantity. Trrtneitlon a 0.2'CowvwW Cr.Top Sdrfauq, Curb Loydorn Tnroal Type A,Grade 2 See plain %ofilm SECTION A-A Wheelchair Ramp Detail For Widths 124'er Sal No Scale a: m� Varies _ 5 0' 5 0' 2.0• Type A Driveway Approach Paving Detail Match Sidewalk SEE STANDARD DRAWING 65 S MoR.•a0�06h/R �S•0.0211 /}t. s•OOB61f1rn�41y NO SCALE 7V'r,% z. •F� -` .. .� a 0.3'Compacted Cr Top - - 6'Concrele ' Surfacing,Type A,Grade 2 I 02'Cprripacitd Cr Top Surfacing, Type A.Grods2 SECTION A-A Future 5 Yfdrw* d 7-0^ TypeB Driveway Approach Paving Detail = 50'Radius (so Face of Cult) 5F E STANDARD DRAWING 65 - - rn NO SCALE 2g0 I Jo•nr _]ncrev=dru'!:.art Sto 6e E Mirror Mare Detail for too 2--Air Enrra"d S.W Career Oft Irttnetlran 5E� vN A-A 1 cwt wheel C a'�zvere :1er]. S•d �I/2" `i ..f`,.. ,;. � � f Sam Srd. 4) y p n F s pws+or _ 3•Hoaua ae; I I• .?.. <.r a �,�y s.- TM r7•Mr _4'Rod,ot is 1_71ds _era GN Drisewa,Sppraots* S�Y - 06'to4 1/2'Deep IOinl=lrscsd 7t iC Ma)lrr V^ A- - Intervals - r TM Ave Groove Stall to Coa mus uo an - Tho to Exposed Suite(0 Fa Ties Width 2" CCutoff •� m 3v J 'a ]t C.ro B G•.Iser:Sea Sid nw4 Na 66) •ae Cutoff Curb-Long*Yarto_t y t hint-See Cola Sh"I -_ L7ydo.nr:'M ra Nheel Char 93ck Te Bock or Curtis ROrrips 4 f E n irl Q.>ccrrxclec':r Tar Si•x'nv Tylre A.Geode_ rr.rrts 1 N m New Concrete Cutoff Curb Detail No ScGIe Wheelchair Ramp Detail Concrete Sidewalk,Curb aGutfer Detail FOR N.Tih/OAK INTERSECTION(West Side) Scale )V2 =I'-0 (ORAWN as N W ORNER) NO SCALEC 4 STATE PROJECT NO. SHEET I r� 1. n.la/ Nye•on!.xh n'woe.Narn1. ONTANA STPUl201(4) 8 /ycr,q Sire+t Dtympic No. 5680 with Manhole Ring !:over 2. In..l Reet-bli.snot a Pr> "Smoo r. Equalth Lid, or Monument Box red -, r.a&c<e.va a 7... one — Place Top cf Monument Hy~ -o P'w Spode-.-s Box 1/2' Below Finished Surface Street Paving rro•t,anal a .1 C , .9..x 1 We tie6 G/e,i6t.d Hd..dk rdq. MwNr owl~Or chy-61- F i j 0.40• plant Mix Surface w Th.Nya.at v_v.a,be -1.6-.. lexwna„- ,+ Cla..t.the btw Yen m th .l. .r•enror. d-t/�.es ed,dAd Fire N.6w.l of the Nydre•t Tee and ydw etc•. a r,1�' Grushsa lop Surracing (z�Mare►perry 6- 2 Loyevs Heavy Cardboard a'CIKKI Fw_Pp.s�t.o .t.v u.u..nn.4 sear Too er Ov Excavation tc be Cut — Crushad Base Course 66' CSP (_ eon We ...•t W.,.a...wtawd.. t>y and Removed Befrae �� B4'0 Type 3oae.ro..aw,a++gratten.w Dh.rt.d by Monument Installation t —2' Drain Pipe to TFlow op offs crete Monho�e the Engn.r. • Gravel Base Th.Nb ew to rM.Nyi>t tn.tdmlten Q -- Ndeoelnan,s Adb.4r�t Sheri Hood.M Cat. r -' ♦ 12' RCP -------- rs lees and rr..ertd.nb.qur.e to Ce.pl.l.Me wo.� CD c .` 3• Bross Cap Set from IRRIGATION Ee.ttnp oouna w . Reference Po?nts 10 i Concrete Bose Mbatue. vdw go. --- ExcavotRcA for Concrete Base Section A—A _ Tetwcapnc Myat.nst �wed..0 haw tvd e'cote tiw, (tow .•t,vdw a- - uhti.q ap. 10 Monument Box 66' CSP (No Scale) 12' RCP Irr. -- s..nr-Nb.or Dew n..tue�.-ilFq / 1Mwlitao, Manhole Fing & !:aver I I tlratWxt 6'Cow (See P+ans for Cover Elevations) Pvc Pal. / 11d_:fl .b.N 5>. Mndrent Install t1o� -See plans j _36, I i l (No Scala) Neenah R 3067 V Nate: Reinforcing & Concrete A / A Curb Inlet Frame and Grate > Galvanized or Rubber-Encased In Riser is to be to Accordance 0 as per MDT Std. Dwg- 54 Steel Steps at 16' Max. Spacing with ASM SpecificaGo. C478 1 (or Approved Equal) 12" Wide x 10" Deep Min. I Min. Vert. Load Rating = 400 lbs. J ! Min. Pullout Strength 1000 'be r60"0 CL. 7 RCP MR. 9 60' \1� °la 2•-0" 6 (Typ-) Boa �� = Concrete and Reinforcement 84"0 K'° Concrete Seal 4" Min. w' L'i = as per MDT Sid. Dwg. 54 °jw Mm ne Thickness Over & Around VI r 12" Class 52 Ductile Iron Pipe \ 45' 1 Wall Flange 6• r 8" Ductile Iron Wall Flange c Precast RCP Riser (No Scale) Precast 16"0 Hole in 73"x45" RCPA U Manhole Ring & Cover o / (Sae +'Ions for Lucot�ons) -------------- (See Ptcx.s To, Cover Elevations) Plan View Variea-- 36• --36"0 tD64' thicines!) IMOd1H•4 CW6_191v 2 2/3 xt/2' Corr. CMP (No Scale) S" Radius r A4 Repar x 12' Long with 3' VaDricote tr. Match - mbed. m 12" Centers V Bodo to Bach Galvanized Stee Steps of 16" Max.M Spacing _ Carugotlons, Water=— - 12' Mlde x 10' Deep Min. - 39.0' 39.0' Tight Joint &Structural Mim, Vert Load Rating - 40C lot 2 R^P •r - �� �� 1•-0' ReinfoJoint per CMP Reinf. Plates of CMP Wall, per CMP Mfr. y Manufacturer 1 rry? I 6' RoWu! 3.45' Surfacing Courses 1\ tt Floor Slab hGTE: Hot Dip Galvaized CMP Reinforcing Angles d Straps per CMP Mfr. u or Cold Galvanized with 3/8" Min, Thickness, 72" Min. Length. (Typ,) 1'-0" Bitumostic Coating Required Section B—B Backfll w/ A-1-a Material 79.5' Sub-Excavitlon otter Fobricotion. ►- I _ 66'0 (.109' thicknesa) Hand—Formed Concrete Flow Diversion Crown 0.02 ft/ft Crown 0.02 ft/ftT 3'xt' Corr. CSP MR. No Scole SUB—EXCAVATION Prefabricated CSP Riser 19th AVE. (No Scale) STA. 2+11.34 to STA. 4+50 No Scale /Oq LT loola STAT£ FRO"rN(AIIER -%VlF[T IF �{j 1� ,1CX �i :Q P/ 3t65 06 I C S 44 y� I AigYTANA TPU !2!?/l4J 9 ctm RE ru?# I J 1 ?f3Q,19 R•961 A5�• E}Y O�Y' At/9 TN AVE —�JZEUAN R• �u ' ¢ At* I d �•P300� _ _ --- - --- - - SCALE /'•PO' ti I R•2000' T•ftSTt — L-_V-6' I I I kk LL•30.47' 0000000 - T•?0,97 + a V T•/9 or I 8 67%7 I5'. te'43/5' SECr/ON LAW NOI'I16'l9•W - - - - ----- �ti «., NOZW'41•E _sue=oroo' L 19lh Avenue �!—` S9•Gi700'— 24-1/34 CUT 6 A/ATGN EXIST PNM7 :40 ---_ N �/'E EX/SZ 73"X45•RCPA ST1Y! Q�' PA — �vii i A";F5'X45•RCPA STA/--- — —--- — �I W a RIw R/W • h?4 41,83 (• u I ' .63 /fSB.93 C0C A � 5d R•?0 R•20 00 4/ 0 TRO4' 196 J @j tV i.,' I/00RL-- � /0 i 96 20 t 6800 d•90.00Dl7 �t a0 - � R•15 00' QQ A-AMP L•II.56 45 A'ID.00' \15.00 rr.Do' R/W ww- - 37'F _ o Hip VO/•46'19*W b /91h Avenue ?4' h TAAY LAI[ * 1 L-ArporW MGV'46'/9'W �I WN cB [ C~ DATA R/W IF OPPOW A 6+7Z.34 - 10 R- /432.432.40 - 0.4.00'O�l L•775 4? T•LiB/3 f -- fa ~ Iw J 1 28 t 274T• J ti 29+40.88- SPATE IoRO.AEC7 AAD sAmyr o 0+5.49(OAK) CURB ETURN $ � J 17+6926 CURB REIN , I v31y CURB RETURN JIOWT T1Al/4Lv(4) /D d•90•11 2 ' CURB RETURN , L 1 1? d•89,o6'5 1• N/9T7/-BOZD"# R•15.00' N d•@9'q8 R•2000 u R/W ��q� R,3210j00 SCALE 1 •P0' L•23.6!' 4 R•20.00 L-30 46' - 1a T•19.68' J T-►SAS' L•31.35' T=19.08' V' f.T9' u T•19.93' - I 0+00 1� �'' - R - + CURB R , �'I 6+88 1 / a L r•16 oo' + \ m � R•31.4422 .y N SIDEWALKI B1' g CURB,STA 28+147 I g m, + -20-Od (. /91h Ave. + o R/w -- + 7'F no _ R/W 8 19th Ave. + 89'4@'36" 9o•Il'25" + . 8 1 )_ - `� aaa N N O146'19'W N 0I.46'19'W I p+6309 Oak Street + 90'1r25'-- 89'48'35' N OP48 21 E g'I S s7•ra'xv `@9.06'S1' 8 90•00'00c -9or000d 8 rj �jF42 69PN-?9IM + SECTION CORNER 35'RT I END CUTOFF C �D --SECTION LINE LINE__ 28+5160fN 191h1 1 I S89.04'48'E - t - NOf°46'f9"W L Np•Ie''PI'� '�per, 90�Od 90-00 NEW 1! 1+00 -GUT7ER-_-_ ., 17+64.63, 5350'RT 27+90.52N f9th= b w AMD- ION LM1E 16+92.64 f6+W," 5R50'RL ►� 17+6463 1 IW - _ S 04'48"E CURB RETURN CTR. RADIUS yWj CTR RADIUS CURB RETURN l+55.850AK 1 le �I 9+42.69- d•89.4 35 ; i d• •1 CURB RETURN �, 1+22.50(OAK) R-20.00, R•2360 R=95r000 � ' R� CURB L •31.35 c Y �+ h H T -19.93' g ►_ T•I505' L•80.@9' m �I R,9 N09 n $ T-524f, F i i j L•31.73 N1Q T•20.31' it W- 27+90.52,88.5'R7 +,`-R/w L- R/W CTR.RAMOS --R/W -i - 37 FACF T ---1 END CUTLrF C(A519,P40EA0ENT 9 SVEMLR +- - (" g(A 11+4434 12+1'"CURB RETURN ' � CURB RETURN +478T "i ••92�5057" b b d•B7.0903" 'o �i 29+19,87 L• 5.od R•20.00' A= RETURN aq Q �4 CURB RE RN Ig L'�.� C E. +0 89 58 T•M. $ a T•1903' R•23.66 +T-15 10' 1�- L L- .30' _ R/W T 9.88, - - + 1 R/W OD Dok Stre $ + $ } Oak Street LA Oak Street CURB + + 871 92.5057" g e9•38'06 a, A9a•20'o2" 90'00' 0000" S 89.04'4@"E N S89.04'48"E S@9.06'40'E � � S89'06'40E 92.50'S T� `87"09'07' 8 8 9a2r'S4" - 89.39'S8' p 90'OdOd 901wod, �AND-SECTION LINE �i mfo-SECTM LAW S89•Q4'46'E 04'40' � /4 CORNER SECTION I � w 157'FAal7y FACE 5 W-06'40'f r s 89.OB'40'E + - I �,�, n i �2 R/w tR-2 FACE 17AL� + -�- 1444.90,56, T_ f6.74, 53-5Cf RT 28+43,58 + ♦- � R/w CTR_ R_AD �i'g RADIUS CURB RETU ►- 29 1 CURB URN 286835+ IJ+44.90 I 12+16.74 d•89•JB CURB R£ ) CURB RETURN 'O R/W� CURB RETURN R•20.Od d•90.2Q'D 00� ,� v1 q d•90• $ q R-1500 , �S R•IS.00d•87.09'03" -( ♦ 92'30 51 L=31. j l=23.63' 42� 'qR•20 00' , ��- R 00' T-19 '� T•Ib.09 1 L'�56'L-304T•90 hh TL.-f5 ¢ C .00' a U S T•15.Od J A / + U n N I V + U 2 ej ea++ t,t r STATE PROJECT NO. SHEET ONTAN TPU1201(4) 11 I IT, � _i Z$1 1 b O O Existing 15' Outfall I ;A _ o o Sto 0+00 = 17 _North of (Abandon In PI«e) 40,l 1 - N Back of Curb-Along Existing Stour► Line 13+00 1 j l _ N_ Edge 30" Utslty Easement e' San S.r_ /^ II I� —Now Storm Drain 1 1/2' water v IMF �-------- ---- ----- --------------- - ------------------------ ---- --------- Q 1 I 1 S Edge 30' Utility Easement Exlat. I I Fouse t III Comer - D7 � 11! s e Vf m I I � v III e 12+00 v W � I I � � J I I N Z ^ in c 1,1 : 3 0 o Blackmor• W a Subdivision (� 0 p p C Storm Drain Z � C U n 07 8 C 0 ri5' 10' 00} a ` o U Horizontal Scale: 1•-20 vertical Scale: 1 -5' - � , - `6CiR R Exlsting round Surface ♦ 6��S`� at New ;tfn. Swr-g. �e4• e 6 14775775 280' of 24" RCP O 0.3� 4765 - - - - - Exist. 4 PVC in Plo (Rai te) _ I - 760 0+62 e — _. Do N61 Disturb :. c- 2+00 1+00 0+00 J R P/3 t63-06 P/6tT?.34 ti STATE AVXCT M'AWWR �T CL44VE DATA CURVE DATA MgYTA/VA PUI201(4/ a 1. . . CIRB L AYDOWNS 0 � o y R=934 9f R=1432 40' ST�I WONSLeRFACAVG TYPE 1 0=6' h D-4' i 4#50 RT 30, B h �F L•250.00' L=?75 4?' L/TdLITY AGt(�STa(ENTS 6+56 RT 50' B T•/23.72' T-13B-/3' STA. TYPE 8+6B RT S=VAR/£S 1 S=VAR/fS g 1 o 37'LT WATER VALVE bt70 RT ?4' B o H70 37'Rl WA TER VALVE at96RT 30' B AOOT, v _ HYOWANr 2+30 RT(95'1 24 B SOLV LINES=PWVVSEO AfATURFS 1*75 63'RT. FIRE MORANT N 059.7£AV RLwr DASHED LAWS-EWST/NG fEATOMES !` cays7R AVT - - Ee SADWNT o i M V f j1 1 -T ,� N/•46'/9'w /9M Avenue 20'A �b SEfSIEETM7ll RW - -�SECTIQVLR�EB — _AFtdEXC"VERT -- -"_-—__ _ _-111 ? �; ►_--- -TFL- `` ----^ -�T- - --f��--_-_TEt------__----- -s--=- �_- - .-�..�-�- -- sFc- __ - a -1 T� - - -�---- - 191A AwnLr 4/'£ ---STM - - PEN EX.CUL VIA T ----W 6' I ALCM.ACADG47E - r L A�w aagawGE £ASEMF+vr FX47EASE PV T \NEW R/W 1 _ A - CYhVS/R AMT « `GAYSTR AVT r11n R C CUTOFFO-RB,.r EWALNCi Rf7EGBGB54*CUT 2+4183 ICrR h STA. TO STA. TYPE WANT/TY 4 S - p -., Lf 294 sr "-A is51 tl LT 4'SIDOW NOTE: i*55/1Ll Ct,�IPBB cur TFR 68/Lf Q 6.J Q 2 + DO MOT D/STURB•EX_ TREES n IIyI rd v$ ` c, i20.70-M58R1 RT 4 SO�WALK 30BSr �iQ ZOAO-k3050RT C�wlriB l `T'Fp 69-3LF y� � Q IN FOLLOWING CYNsr P,UT MOCEL CHAIR RAAOPS 2+_M49-b�%.2otr aw/GUTTER 9MOLF 0 4' V .� �,!� AREAS 2 _ t� V 12t9B 7t7 I4fA6 RT(EXCEPT 4 lug q3p STAr N LT.a RT 2+J84y9-O+q%�ljpotl CurOFF/CURB 14OL/ �n ak & 12#9 TT Bt6B RT II I U Q 1+69.6 LT 2#41 Etj-/6�.Si�-64 RT IS.Yk�W�LA" ML 4 SY a y� a STA /t9934 STPtII?OI/4l " Q ~\ 1r730 Rr. 2+38.4 ro. LT roOo« � 3 T7PEE RT (1� 13+00-I�AIOVEJ STA 36+7515 M-/2*() I ' AIM 4/"ESTPUI20I(4/ �� W tied > I+IiB3-r6+92.64RT 6'SAW WL"' $56/SY h f W 2+24.7 LT 2+41f83-�6+sv64RT CGW6B wrrr* 6w.9LF � ` G Q Q I+06 LT y3, i 8F6 PRoxcr STPU 12o1/4/ tea\ ey S46 LT Z 2 STA. /*I-w PO T.. I o � _. 22 ,, R R $ 8 "� SCALE:ACYBV./450' STA 3571-W 14PO.T. ON �R+ a� FA4AAERH4O✓ECTM-1201(3/ as � m ala "+' '+' '�' e Q 4 ►PERT. /'•/o' a � ?00'VC 11 t5o TO a t72 RT //+?9JCJ PLA9L A G P/ELEY•8777GRADE TO QPA/N Ai4EA0 APPR.L T -TOP OFL TCURB,.39'LT 37 FACE TO FACE' 4790 4790 — —_ -- -osx _ -o5oox - 250,Vc - ?oo'w -- //e'1S ac P/ELEV-04 ll PI EL EV.=BO?6 I /O+%.217 V -� -/.7//x AEW CURB/At f T LT INV•72 50 4780 4780 m `� ' y u --- ------_ i f 4ki iZ j _41 7 ---- - - - -- --- — 4770 , '� ►- , m y WAKEN R040WAY LT d RT S omwr B? ?� B5 p p COAW TOLKio9STLY✓IPD NpVVfAT1,8/90 1 P/ELEV.W05 TLPfLEY•BB.18 --fAV/ShIU� 6RAOIE m 1v. � � g � q 2 4790 �' 4790 EX/St T3'X45"RCPA-0160x 4780 - � s "Exc.-, �. ro4+5013blit 4770 Ono } A- In roo,Vc PI£LEY•BB.96 - TOP OF RIGHT CURB,39'RF. 4790 4790 +0536x _ - Y50'11C I732x P/ EYEV•83.33 �k ;E� 1Ttpp �6� }E�Ef�• x ' I i►p`a J �Z�pP�y' � 47B�o 47FitJ 43 p AT 1,50% — — — --_-1363x U 14, 4770htiZ l AWAV I7, ,BpINL£TRT - --�� Of00 1t00 2t00 3tOO 4t00 5*00 610,00 71600 8f00 9*W /0 t0O 1/tO0 12to0 /3t00 M-1-W 15f00 _! STATE ARotrcr A7A44ER SIEFT �SOL ID LINES•APC vmv F£ATLW£S AK1aVTAAi4 STPUl2YXN1 Q DASHED L lAL�S•EXIST FEATdRES L17X IrY AV-t4STA1ENTS C(A419 L AYUOM7J5 nOj - - - ` — TOM - 28+20 RT SAA!MAAfA f /5 fe�R� �• � _ _ _ W//4 COR SEC/ fLYIIp +- Ptcrs 4 K1 �. 6� 281�7 3510 EXLST END LIJTUL7r KB9.04 48 11s!/4 COR/o f �;3 Q Q EA UPB5850'LT, STA28t5/6/N/9M/ 2 l7+69.26 28rlfAr' �• i �R 2 Q 1609727_ - _ 2C1 R - w XtsT#"W REAA7YLr CLKVERT 219+83 29/9/A. k /9M Avenue 1 3i R/W O REMOVE C7/LVERT N 0/•46'l9•W -T - --- --:, _- — - _- --- - REMOVE VE Of- -T I + r2• -' T£L - 6A7E AAY AA4 � OrS GiPA TOp4AAV X/ST/NG RrAar><eeuf i -A sTA f9tQ fro /9*AK � TAVG - - --- EXlS iRgN1AGE ROAD y - - - - CL ti CUTL>I�F CL1P8,SIDEWALK,CANCRETf C B G-B SAWCUT a t' I * %►, Ci N' r1 STATIVOWING TYPE Q OvrlTY *WfLCNA/R RAMPS �1 a ¢ A i \ STAH5585(OAKST) t r u W .Wi LI S4.vw S v LT cr g 4 8 .k v y� 8 R „� y CUTIxF CLRf7 gs Zt =k h �, � a rr+6azo-rc�sT�Tcr c�.e a cw�r- agar LF «, ` �, .� > QQ O ' 1 Ir+6d2o-Aft9127cT CN+oI/C�vA 340Lf /7+06e R7 h� �� � N ; r EAIDPA✓EMEM C� tiff W I I I i. /T+6426-29r{?69LT 4'S+�eh vA► ff21BSY /7+079 LT a Y ) , EJYO S/LFWALK C3 4 41 "� rTt69.26-P9F4Z69LT Cor146urM rrd4eLF r1t34.0 RT h �y N �Y� N 3 V 0 a .I • ►: Rt•69.?6-29+4269LT CWo/I Csvd ASSO Lf 2e<2P>' LT ~W I: 3 I SQ �� rr+6463-79/C'659T 4 Si*wvAl 65T-OSr 28f25.0 g ' r7t 64 6J-29,' RT CwP 9 641W ?470 F 29 f2.5 Rr 2 /7M.63- 94Z69A GMb AtO L 22.5 LT, 4 O O V)�i �0 g 8 O�� O$ a' o e ♦p �n3 AS r4. i �Q�i m 2 E3Q 'F e ; ►, ` N� N NN �i0 N N 4780 4780 ^ 219*W.28"UC' 28+8328 PW IC 17t3OBPUBL 17*30BPUBLIC 23+OOt PUBLJC 18*001C128+ooRr AP A0B LT b A�RT APPR LT.(fUrURE) GRADE TO DRAIN MEAD 77'F.ACCE ro FACE 77 fALf o FAr 1 5% 3t'fACf MACE VC I 37'FACE o FACE P1 ELEV+•63.Ba! -- I, - -- - GRADE TOORA/N - - — — - -1.395% CONA4ECr/2•APRTD It I6+97 3 = ---- - _ - - EXIST APR LYTZ�1 AEWCtM0VLfT LT- W i to h � sin � 4760 4760 INV..OUT•64.45 m Q g r g _ _ _ ►- —�V� 15*25 TO A5+92 6,RT _ 1 GRADE TO DRAIN AIEAO :� +m $n O -' � —-- —,xn. + � O c� * h u AVtET LT 'III 4 780 b h `� N h N�' N h t26 AW OUT-32.33 ffi 8g5AW -/-365% C 200' VC _ 4770 4770 --AV ELL EV-64-16 w. 47601 4760 4. -- �� af" :x.,�v�Q � + • +ina • dP%o sae 4780 r� (y�.FS. �i�'i all► N iie;�h`� ?8+23 d y v 73 X55•QIAM 200'VC q tr �I o N cap* alp 4770 AriM% r Pl EV•6J.Ba rr $S?$o� i4770 + in I�r-VTy Y/~ 66"CSP At 1.331E - - - - - - - -- - 4760 GAS Ge CSP AT 0,94iL Q � _' 66 CSP 0.9ft 12"RCP IRRIG LINE - _ 6AtE NEW"a INLET RT w - Z 7.)'i45'IR'7rN,P /NV OU7=63.50 1a- 8 8 g AVV•3f48 34.74 �C'lR8 fXJST.Z4n N (NTS) --�.J cr90 Q -J 15+00 !6 17 18 19 20fOO 21 22 23 24 25+00 26 27 28 29 r- Tr F , 4 A419/- lam =gjw I -.., , LQ 11,144.90 20t IL 7zi • r `4 • • n . • • • ' R'. 1s it r I •' • ` Lr li Vo LYZ N ■■■■■_s�_ ieT�� ■ Au:���ii����■ ' .',a 1�. ♦ • 1. 'sf�naw)44 WERE ^ ■■��� ■■�m uggl SEEMS ■ ■■■■■■ ■■ �_� i! _ ��� ■■t ■■ ■M___-- WMWWWWW mm SMIUMMINISM ONE Man ■■ ■■ MEMO ■■■ ■■■_■■===ate - , . • CTAR MOK.T ^ STPU 1201(4) S-t SUMMARY SIGNING & DELINEATION QUANTITIES MATER IAL TOTAL UNIT SIGNS-SHEET ALUMINUM-REFLECTIVE SHEETING(A) I UB. 9 SO. FOOT INDEX SIGNS-SHEET ALUMINUM-REFLECTIVE SHEETING(B) S0. FOOT SIGNS-ALUMINUM SHEET INCREMENT SO. FOOT OVERLAY-SHEET ALUMINUM S0. FOOT POSTS-STEEL "U' POUNDS POSTS-METAL "U' DELINEATOR LINEAR FT. POLES-TREATED TIMBER-BARN-YTOP 4I LINEAR FT, POLES-TREATED TIMBER-BARN-4"TOP LINEAR FT. POLES-TREATED 7IMBER-BARN-5"TOP R1 LINEAR FT. POLES-TREATED 1IMBER-BARN-6"TOP LINEAR FT. POLES-TREATED TIMBER-CLASS 4 LINEAR FT. POLES-TREATED TIMBER-CLASS 3 LINEAR FT. POSTS-TUBULAR STEEL -SOUARE 592 POUNDS POSTS-STRUCTURAL STEEL POUNDS OVERHEAD STRUCTURE-METAL-CANTILEVER LUMP SUM OVERHEAD STRUCTURE:METAL-BR►DGE LUMP SUM OVERHEAD MOUNTING BRACKETS-METAL LUMP SUM GUIDE POSTS EACH HIGHWAY TRAFFIC STRIPING-WHITE GAL. (Si HIGHWAY TRAFFIC STRIPING-YELLOW GAL. (S ) WORDS & SYMBOLS _ FLEXIBLE DELINEATOR I EACH DELINEATOR-DESIGN A EACH DELINEATOR-DESIGN B EACH--- DELINEATOR-DESIGN C EACH j DELINEATOR-DESIGN D EACH DELINEATOR-DESIGN E EACH DELINEATOR-OFSIGN F EACH DELINEATOR-DESIGN G EACH DELINEATOR-OFSIGN H EACH REMOVE SIGNS GUIDE 1 EACH RESET SIGNS-GUIDE EACH MISCELLANEOUS WORK LUMP SUM BARRICADE-TYPE B-III 60 LINEAR FT. REMOVE SIGNS _ ► EACH RESET SIGNS EACH SQUARE TUBULAR SLIP-BASE BREAKAWAY-3" I EACH ' I[P E1: TRAFFIC UNf .v a PAW Rlf. nr j MTF. M*DATEM IIO[.StMlFAEISKC FL At ip11� STATF PROJECT K%N~ S11fff NO = I " WO«TANA s rou 1201(41 S'2 CJ NI ON -C - 7 T mO < �N ITV. s� _� iK�.2 K o.Zl la.> tcc't � �G oc; G III` '"— Nz� C)= '� FINz ' _ = 2 1 _J ca <, a _'�� ��✓' 3 O d CLI~ � _ - - - �J� W W 2 .g 'n<• W N � aoc0n CD ZE ca LU U •co LU •,fj,n N N K ,^ < a VI LLJ i� CD y N cn oK - WOW JW s re71 v :e :e o o Z n i m Lu 3 1 Lo ouu0 i------- q W �u w Q -- ----- - - Q: F� ti.• u. o z nrwzm st sue) q O a O LU Nflll:%hl ,S'Z-� CL W > O j J Lll -- J Q- z Z Z Z O NT N ,eYT N •-_.- r� 4 ✓+� OD V) V+ - /- O t✓d N ck:zN c �1j!•✓1� • 2Z2 CD 0 J ..>uo w .Y nw w •it x x x f- �� w W N <J w < (n u G �r L�.. \ �r, -- ��i u'.O- ";� 'tam v ` v s Q O✓, ~ .0 2 U J 3E . • . . .' w W D O 6 2 2 Z Z Z mar. o C9- r lU U C9 (7 X-Z ff �V W Q N w V1 N W N M� N 1` LD W •K� w N s, � o rr� TTIIt � m m - m m m , Y I m m Q L.L! Q F- ......... 21 CA) O O O O O O O • x K 001 2 O O m2 Ool OO jr_x-. m � m� �i m= OD Ov.O -- LAJ `J L� OG N Mom' 00 vb N r+)-+a :V - Nf v� J O • Nil I'M� - s y CAI �11 A i:. WI' �� o: oo ax ¢} m$ c;- Q oo �c. °O m m m$ ca ¢ Mfw%MN .� ; 4 ' ` , - '1S O � N O N Q 4� ♦ � � i ♦ � i s l STA IL+29-70 STAT£ P►aECT MAQWR MEET - - N 17 AODVTA&4 STPL/IFGY/4/ S� BARR/CAD£ v a a 2 � R 1. � � PLAN S1Ci1�LE! JO .� NEW I R2)D3tit 144 0 Bra' y6 R,►mr r ,, ��� _ = i rwvrr�ps�� — — — — — — — — —� —s w,vre✓ 1'w..T was irrr� f tir}dL _ - - x'1Ft�LwPcasr,.'rrrPl PLAS7,t s� r _ - � � s r-MPcwsr, � d J - -,B,_ -/Aw-TH IRM AM" -1'�PLaa ti , �_ ' i No.•rtq�mrl r J •a�mrowr -- )VW �u,romcwr _ ' cws - _ K% - -�. aAW a 6vrTEn DETAIL 'C 2 +57.09 NOTE 4'R I ALL aAQ4S rO E HaAVTED AS SHOWN bV rWW AL CLM A"#OWS R i g w at aETA/L CW TVS SWE T h 8,wroT£ 2 wHDv spmnED CW THE PLAAt5 AS FLA4T/C PAVEAIDV T m4fD1 AM m "ST/C 9MU BE/A"/D,AVrFXTIR/DEO HYMO',AAMN Tl*M&VCAS"C. Q �_• I <I g ' r�STil3/+�Y RT FRCS 24'wN•TE 1 V .b ' j 28 4-31.84 PLASTIC 5 ALMLE aFL/NEAMRSSHALL BE INS TALLEDANALL AVMS0 � STA.Of2ORT ti 3'R RAISEDAIEDVANSA8O_/ollL6E/aL�FLECTORI�D 'w/TH6 y Ar1IBER S£T jV '-/O. R3-e(al 28+5 6 r, w /4 Z _ y4 ��OZ �W �• h 2 0 ' 3 R � B ruw/- tq PLASTIC h NEW m � ; (2)D3 < � Q ti p $ a �S • rn IQ IQ j p � � SlDE7MILK � I j CLM BGUTTER yi AM R/w 1'rwvrtPeas, - Lv Opt -Ji"w r�iKASric ^� C - - - - - - f wow Nwra PLA"K(rrPl 1 >Jt' • N"I1tlJNAfaS*lClrYPI ` ovo - - - - - - - - PLASr 1"N.DTf Pt4S- _ __ �.es SiC1E IYILK NEW R/W `�-N M.rPnar,r awaG7/TTE11/ $ � W940 NEW ac N 19TM AVE N 19TN IME Tl'P/CAL GYiY9B A/ARA'/MGS Gf-lA9L R3-7 R �i i u � NEW p� I N I s•w�v►� uR�w o ,wrrr t�rM� (2)D3 N 0 RI_!7'133 raaw►cowwww... �» �� e t Q�PC�tS71C AEL1�4N SEE DE TAIL IC" R I.1 h AAFW I ,f p � ,OD'OR.1'>rxls�►'.Peasrrc --C ID � Z wrrM 1"stigF AWr g ■ MI-LAT/NGYXAIM'. �I S AVw rPMER"AawIV VOW 41 a�wl►fnA - ---- ,r,.�•r ro+aw P 1� STATE I PROJECT NUMBER SHEET NO. MDNTANA STVU 1201(4) 1 E-1 ELECTRICAL QUANTITY SUMMARY 2-LANE 1-LANE TOTAL TOTAL ITEM Na AA\TFRIAI RURAL URBAN RURAL URBAN RURAL URBAN TOTAL 1M T 616 143 000 FOUNDATION - CONCRETE 3,1 3.1 CU, YDS, 616 323 110 CONDUIT-STEEL-1 NCti RIGIC 100 100 L N. FT. tpi y� 616 323 120 CONDUIT-STEEL-2 NCB RIGq _ 160 460 _ LN. FT. e5! i t 616 t21 001 PI_A.L BOx-CONCN_ETE-TAPE I I 1_ EACH_ -- 617 123 100 CONDUCTOR-CUPFLN ARO 6-b0U vLL 1200 12G0 LN. FT. 617 123 110 CONDUCTOR-COPPER AMC 10-600 VOLT BOO 800 LN. FT. SIT 183 056 STANDARD STEEL TYPE 10 A-500-6 5 5 EACH SIT T33 622 REMOVE 6 RESEI Ex6f NG POLE I 1 EACH 61T f61_001 _REAUVAL ANO SALVAGE __ 1 I LUMP SUM SIT T63 030 REMOVE AND RESET MISC. ITEMS I I LUMP SiM lJ 11 617 303 22S LUMINAIRE ASSEM1111ILY-250 RATT S.V. S 5 EACH Lul 617 333 120 SERVICE ASSEMIX V-70 AMP 2 2 EACH 617 333 OW SERVICE ASEMBLY-MODIFY I I EACH O 617 363 010 P.OTO ELECTRIC CCNTROL 2 2 EACH 619 010 410 POLE-TREATED 168ER CLASS A 90 90 'IN. FT i � � 4 w d < 4 U �1 " PROJECT NO. STPU 1201 (4 ) '+ N 19TH AVENUE BOZEMAN GALLATIN COUNTY o� DRAWN CHEam REVISED REV16E0 REVM6ED STATE PROJECT NUMBER SHEET NO. MONTANA STPU 120144) E-2 NO. 8 CRIMPED HIGH CARBON STEEL WIRE SPACED AS SHOWN. 6 ONE WAY,— 5 THE OTHER WAY. 0 0 0 o T o -4 1 C W o <> C L 3/8" BRASS J BOLT WITH CONCRETE FOR PULL BOXES SHALL BE CLASS "DD" OR EQUAL 1" DIAMETER BEND w L -• ASS SCREWS I2- 2" 2" 1 21 — 2•• ,� b2•, EOPRENE GASKET—' D IDW — I IDL 1 D I •I REINFORCED CAGE I' —NO. 16 GALVANIZED r 3/4" MESH i W DESCRIPTION: TYPE I AND PE 11 METAL LL BOXES SHALL BE 3/8' BRASS HOLD DOWN BOLT CONSTRUCT OF CAST IRON TH A MINIMUM WITH HEXAGONAL BRASS NUT. WALL TH KNESS OF 5/16". T COVER SHALL BE CHECK ED STEEL. THE BOX AN COVER SHALL PULL BOX CONCRETE BE DIP GALVANIZED. ELECTRICAL BOND, NO.6 AWG MINIMUM DIMENSIONS CONCR LINE —MASTIC. APPLY IN FIELD 3- - COPPER OR EQUAL TYPE I TYPE II PULL BOX METAL : : v zvTT BACKFILL TOP 6' WITH L = 19-1/4" L 25-I/4' MINIMUM INSIDE DIMEN OHS EXCAVATED MATERIAL w = 13 1/4" W = 16- 1/4" SEALING G KET CONDUIT D AND TAMP SECURE D - 12' 0 12" li I D L = 14-1/4" I D L = 20-1/4' TYPE I TY E II NO. 30 FELT PAPER I o W = 8-1/4" IOW = 11-1/4' SEPARATION C L = 15" C L = 21" N = C W = 9' C W = 12" 12 INCHES = 12 INCHES CONDUIT BUSHED NIPPLE CONDUIT IN PLACE I� L = 18 INCHES L = 24 INCHES LIQUID TIGHT RIGID CONDUIT HUB 23" —AS REQUIRED 0,0 D = 10 INCH D 12 INCHES FIELD DRILL CONDUIT ENTRANCE HOLE. TREAT DRILL HOLE WITH GALVACON OR EQUIVALENT BEFORE INSTALLING CONDUIT LIB. ELECTRICAL �0Q DETAIL DRAWING 00 " 1" CLEAN STONE 0 0 — DRAINAGE PULL BOX METAL TYPE I & U oFs�aNeD PULL BOX CONCRETE TYPE I & II DRAWN CHECKED o I & II No SCALE PULL BOX METAL TYPE I & II PULL BOX CONCRETE TYPE REVI8EO STATE PROJECT NUWWR SHEET NO. MDNTANA STPU 1201(4) E-3 PAST ARM LENGTH USE GRADE 60 REINFORCING STEEL SEE POLE SCHEDULE `KP_ T ►=� � s 6 RAAS iA'-1' 1.00041 IB TYPKAI I A HOOPS AT I 1 1'-0' CFNTERS c� ANCHOR BOLT _ ; IA TYPICAL I - ANCHOR BOLT CIRCLE SINGLE MEMBER TYPE IUISTARM (TYPICALI ° 2-1/2" CLEARANCE i SECTION A-A - GROUNDING, LUG -- NO. 6 ARG BARE GROUND WIRE CCNOU,T SMALL PROTRUDE FROM OR PIGTAIL EXTENSION FOUNDATION AT LEAST )' 2' nTT-- 3 I#� IE. IBC COPPER GROUIDNG SIRA►BETWC[N ANCHOR BOLT. CONDUIT \NO. 6 AWGBARE GROUND WIRE OR PIGTAILEXTENSION. A- - F OR WDLiN T NG HE CHT s SEE POLE SCHEDULE e ° F. ZAI Y 2'-0' uC �UJI TYPICAL OF ALL FOUNDATIONS 1i.'. SREARASAY BOLT- A'x 6' REINFORCED COUPLING 101E HAND HOLE \ COVER OF FOUR CAST ALUMPON FRANGIBLE TRANSFCRMER BASE WITH ACCESS DOOR -I- I 2' BEVEL 2'MN, BREAKAWAY BOLT COUPLING .. � '•�-- ° :�°il �' -6' TO BE FORAEO '• AT THE TOP 10 •Ti _ A 2'-3' Ot"TER i i °• - v e I I NOTE-TOP OF CONCRETE FOUNDATION SHALL V BE FLUSH WITH 'HE GROUND 1 INF. ` 2 Q y i A NANOHOLE OEIAL AND A 1/2' NUT tt�+ HOLDER DETAIL IFOR GROUNDING) '.e BIXT COVER U SHALL BE REOUREO. - • ANCHOR TRANSFORMER BOLT COUPLING ELECTRICAL TYPE 10-A POLE (BREAKAWAY TYPE) (BREAKAWAY TYPE) DETAIL DRAWING BASE TYPES FOR LUMINAIRE STANDARDS TYPE 10-A LUMINAIRE STANDARDS, DESIGNED POLE BASES & FOUNDATION DRAWN J.U.O. 6-86 DETAILS CHECKED REVISED REVISED NO SCALE REVISED - -- STATE I PROJECT NUMBER SHEET NO. ' MONTANA STPU 120114) E-4 WATERTIGHT CONNECTORS PHOTO-EECTRIC K TYPE CONTROL -_ - INSULATED CLEVIS 120/240 VOLT SERVICE INSULATED — TWISTLOCK TYPE i CLEVTS PHOTO-ELECTRIC CONTROL TYPES 1.6, 11 It 16 TYPES 2,7, 12 & 17 WEATHER HEA WEATHER HEAD ENTRANCE FI NG ENTRANCE FITTING 120/240 'ILi SERVICE CONDUIT STRAP OR MEIAL P LE 3/4' STAINLESS STEEL BANDING ITYP. I IDENTITY DESCRIPTIVE SYMBOL & 30' CLASS 4 TREATED TIMBER N0. WIRE SIZES POLE 2" STEEL CO U I 1 � 6 3 OF NO.6 A 2 HOUSED TER- 3 " STAINLESS STEEL 1' STEEL CONDUIT PLUG AND RECEPTACLE SHALL BE IN WA ND MOUNTING ITYP. 1 ON STAND-OFF BRACKETS - 2" STEEL CONDUIT RESISTANT, SYNTHETIC RUBBER CAPABLE OF BURIAL 3 OF NO. 14 ANC ON STAND-OFF BRACKETS 3 N THE GROUND OR INSTALLATION N SUNLIGHT. 143 OF NO.6 AWG EACH HOUSING SHALL PROVIDE A SECTION TO FORM a A WATERTIGHT SEAL AROUND THE CABLE AND A 1 SECTION TO PROVIDE A WATER-SEAL BETWEEN THE r- TYPES 3,8, 13 & 18 TWO HOUSINGS AT THE POINT OF DISCONNECTION. EACH KIT SHALL BE SUPPLIED WITH SUFFICIENT 6` MIN. 5 s SILICONE COMPOUND TO LUBRICATE METAL PARTS - METER BASF ' - 0 AND THE RUBBER HOUSINGS FOR EASY ASSEMBLY. i 6 m 11 6 0 MiERE INDICATED A COPPER PIN AND A COPPER CABINET RECEPTACLE BOTH OF AT LEAST 90% CONDUCTIVITY CABINET SHALL BE CRIMPED TO THE CABLE. THE RECEPTACLE SHALL ESTABLISH CONTACT PRESSURE WITH THE PIN 6 THROUGH THE USE OF A COPPER BERYLLIUM SPRING CONDUIT & WIR111G 8 10 AND SHALL BE EOUIPPED WITH A DISPOSABLE 5' MIN. 5' MIN. AS REOUIRED 6 MOUNTING PIN. THE PIN SHALL BE OF AT LEAST 61 MAX. 6' MAX. ` HALF-HARD MATERIAL AND THE CRIMPING PORTION 9 F SHALL BE FULLY ANNEALED WHILE THE REST OF 3/4' 80 —rr THE PIN IS MAINTAINED IN ITS ORIGINAL STATE OF PLASTTICIC C CONDUIT HARDNESS. THE RECEPTACLE SHALL BE FULLY 1 BARE N0.6 AWG ) IO ANNEALED. THE PIN AND RECEPTACLE SHALL LOCK TOGETHER SO THE CONNECTION WILL BE MAINTAINED TYPES 4,9, 14 & 19 WHEN A MINIMUM FORCE OF 2C POUNDS TENSION 1 IS APPLIED TO THE ATTACHED CABLES. FI 2' " 3' Min. 12 —�/ 0 FUSED CONNECTOR KITS SHALL CONTAIN PAIR OF 3' tAli — SPRING LOADED 90'/. CONCUCTIVITY CONTACTS FOR \� 0 GRIPPING A STANDARD MIDGET FERRULE TYPE FUSE. 13 THE CONTACTS SHALL BE FULLY ANNEALED AND \ ' L CON D 6WIRING 6' � - AS KIIRED ADAPTED TO BE CRIMPED TO THE CABLE. a - 5/8'x 8' 14ir —i 3 PLAST CONDUIT GROUND ROD 1 BARE N 6 AWG 4 • • 15 , 5/8" X 8' COPPFRWEL • • GROUND ROD 16 10 10 NN 17 �� SERVICE ASSEMBLY DETAIL SERVICE ASSEMBLY DETAIL TYPES 5, 10, 15 & 20 METAL POLE WOOD POLE �_ klll 1 B - 0 - I e ELECTRICAL 20 --�- DETAIL DRAWING WATERTIGHT CONNECTORS OEIAGNED SERVICE ASSEMBLIES DMVM J.U.O. T-BT CHECKED 11EVISED REV"m NO SCALE IICYISED REMOVE EXISTING 20 AMP SERVICE S CONTROL STATE PROJECT NUMBER SWEU ASSEMBLY AND EXISTING WOOD SERVICE POLE. RESET EXISTING PHOTO-ELECTRIC CONTROL WITH NEW 25 AMP C B. AND RELAY ON NEW 30' W000 I I'STEE TSTUB I*STEEL CONDUIT STUB MONTANA STPU I�01(4) E-S SERVICE POLE j ---__ WYCAI�TYP �r— 1„ YA/CAP(TyP) — NEW 1' f- I R/W COIDUrr REUSE EXIST. I"STEII-I/ - � L OONOU I 1 I 1 ♦ �' EXISTING DROP POLE0I I M- I p Ie h� N 19tAAVE II WIRES IN POLE M I SHALL Q, CATEDE4BE RELO I I I 8 I �� - I BEREMOVED 9 REPLA CONTRACTOR TO PRO_i SEC n BEt-2 j ` t I� VIIDpE�NEW p COgNpC�R�TAE�BASE 1_ � 1 BOLTS S R L BE - 40 1 T 1 1 STA 2Br 83.214 N/9TH- --- HAL 1 x 1 ac.12 S�ECI 1 1 Apo/N 9TN AV£AW£ y TA.Otf3-09a4KST. W/4 NOOK ITYPI r T $FNNO.8 N IT- I - — ccNDxT- I TYPE I CONCRETE 1 B %2�OFFNNO. AWG 55V f STL CONDUIT — j I I PULL BOX11 ,/ BE ABANDONED UNLESS I At7YVTN l9TH AMEAa 9E — 1' tr7l;::7 /��OO OTHERWISE NOTED UTYP -EXMnNG TYPEI CONCRETE 2'STEEL CON�JIT- I'STEEL OONDU 2 of NO.8 AWG.PULL BOO(TO BE RELOCATED IS REUSED--- _ _ 2 OF ND.8 AWVG,, 2 OFND.REUSE EXIST. I -s \ _ 20 AMP SERVICE 5OONT 20 AMP SERVICE 8 C ELEC L STEEL CONDUITASSEMBLYAWDPHOTO-E ASSEMBLY 6 PHOJE PER TYPE 2 of H0.8 AWL _��,J' - - _ — TRIO �ONTROLINSTALLEDPER CONTROL INSTppL�LLE PER TYPE --_ _ ��.__ ELECTRI AL 1 1 DETAIL,- I - TYPE W ELECTRICAL SERVICE ON A 30 W000 POLE- _ DETAIL ON A 304DOO POLE COUPLE NEW CONDUIT EXISTING ISTINGWHERE -^ NEW I' ; i /EXISTNoaAw6 BASE OF POLE�I : e 4 5 PRACTICALON LEFTS RIGHT SIDES G.ABANDOti 1 =>No 6 atw EXISTING UNUSED CONDUIT WIRE ICES WALL -�1 ' ' - TROL�Ei eLr NOT BE ALLOWED WITHIN CONDUIT RUN. INSTALL I _ �Sox 6 1 2 NEW NO.B AWG IN CONDUIT FROM PULL BOX OR POLE SASE TO ' I E E ' Na EXISTING U MINAIRE TO THE SOUTH EXISTING WATER TIGHT i E E E MEw� 2 �8AWO� :- SERVICE sT > r aCONNECTORS MAY BE REUSED AT THE ENGINEER S Nn6l�rc�;.-ml NO.8AIw L A%EMBLr NSCRETION-OTHERWISE,USE NEW. j ►a 10 AWG trYPI 6 e e edc VbE OE POLE I6 EXIST NaaA WIRING DIAGRAM WIRING DIAGRAM LUJTyp)E N°6 WIRING DIAGRAM I Trn - LUMINAIRE POLE SCHEDULE - — — - — N0. TYPE ITEM N0 STATION sfT MASTARM LUM/NA@E FOUNDATION — LENGTH MTG HT. DU"DEPTH I 11 p A-Qf00-8 61T 183 036 I+59 497 . I 40 2x4-6 2 2+39 42 RT -- g 3 — ff-+ 42 LT. 1 4 R+64 42ICL _ 1 �I$ 1 1 ` I „ I I kit 6 10-A-600-8 617 183 056 1+45 43'RT PS 1 Wsl }� !� \ }� a POLE 401 TO BE RCMONED AND RESET OAIf-BYRE Il II i I POF 2!FROMflICENANE POLES UI®TDT1E FAC aT71ENlUE6e OISTANCC M1, NOTE;ALL LUMNAOC POLES SHALL HAVE BREAKAWAY TYPE BASES ti*STEEL CONDUIT- 1 2'STD-L OONDU�- OF NO_8 AW Is — — — 1 2 OF W 4 MG I — TYPE I CONCRETE PULL B04U 1 TYPE I I DIAGRFOR 20 S S AMP IE Me 120V2♦OVOLT AWG NO6 -_ -- 1 ONDUIT- �J - r-- - SE' RVICE - -PHOTO-ELECflK - $ IyG- I STEELCOHpU1T --! �r\I'STEEL OMDUfT STUB CONTROL I IRCUIT 2 OF NO. AVIG - W/CAP (TYP) AW9 NO A 20AMPSERVICESCONTROL --_ I'STEEL CONDU I T STUB 20 AMP SERVICE8 CON TROL' — ASSEMBLYANDPHOTO-ELECTAIq . I I W/CAP(TY11 ASSEMBLY AND PHOTO-ELECW LIGHTNINGS -- - �Z2O AMPbe CONTROL INSTALLED PER TYPE P CONTROL INSTALLED PER TYr."B' AMESTOR ELECTPICAL SERVICE DETAIL 0► A�� ELECTRICAL SERVICE DETAI .ON A 30 WOOD POLE 30 WOW POLE i AJJTO.OF I �AUTo-OFF MANUAL I SWITCH r r r i _ND.6 MM6 e IIU1 aAAr6� ..pl �.B .ti �16UTYP.) I f}-20 AM✓RELAY PULL BOx-- r I PULL Box- IOrA TYPE 3R 110.6 AwG r= X1µp SFJlMCE B M0 6 20 AMP SOI'A B I ( CABINET 'CONTROL A6EMBLY /001IT1101 ABBEMBRY ___, N IOTES IA 'GATES WATERTIGHT r 49ECTORS L —- MO.B PEN ''.ECTRICAL DRAB'.:N0.106 NO AWG 6 ?TO LUMINAIRES �6 " •A 25 AMPS AT SERVICE WIRING DIAGRAM WIRING DIAGRAM ROD FOR POLE 162 LIGHTING DETAILS NORTH 19TH AVENUE PLAN SCALE: 1'-20' siren '_ -� —�---'-=_ �- -- ' -- _ - --na�ua�J<�� -- - � -_-FNwl�le�ar-- -� --ter• -ram srs•�c _- _ - - p,�,tal2dM_ - _ - :. - - r _ - - + - __ri ToS�__-- -, •__ � � �`' - -- -fr. s- :-�" __ � - _-- _ �_ - _ .ice- -- -_.�=.�t�s-'itz_zn-�r�€--�'ATM, 7J191rt - _ -- - :. - -WEw_T 'x Vw4Oo rsr: - _--'-== ,,. GSM - ' 1Oo r-.B-caZV_EItG� r 410-c--r=srmn+r — 17 ;. __ I -..- . .__ -- I ---_ - f---j. _ - - - S--_- � --____ ---�_--r- :__. 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