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HomeMy WebLinkAboutFederal Aid Project STPU 1210(3) College - Main to S19tj - - - T - - - �A, MONTANA DEPARTMENT OF TRANSPORTATION Y WC! ,OntC. tI I GLACIER RILL VP,LET tlAN S r a � PRESENT 201 I A.D.T. 1 I,200 ATNf LETTING 201 I A.D.T. = I I,200 \ tro NA BLAME — DESIGN 2031 A.D.T. = 21,020 t�J wIUTEA IcLCAND -- 0.H.V. = 2, 100 rertlN KS = 0.3% " V. = 35 mph •1 5AA°(e5 �r,I w5 E TRUCKS LE•S A.A< ° tlA•�QA FEDERAL AID PROJECT STPU 1210(3) 18 KIP ESAL'S = 42 DAILY Ctp lE#ctl ` 5, is ASEA°E �Q GROWTH RATE = 3.2% ANNUALLY ta.n� N AR • W Ls � GRADE, GRAVEL, PL. MIX SURF.& STORM DRAIN ._ R�j2': /.6, '�'y [t15tEi cM1 • ti C " vJ o� 4s� I TI CSF=0.999433377 s - POWDER CARTER COLLEGE—MAIN TO S 19TH—BOZEMAN ,rC �'�•��Ur AVE..1 Al r 71 I I NI BIG MORN ( RIVER GALLATIN COUNTY SURFACING SOURCES - �•� CONTRACTOR FURNISHED THIS PROJECT LENGTH 0.6 MILES � Lu w � i- W = TO 1-90 TO 1-90 V L) r T w _ it a udFOOL R S E. N ¢ _ yU 1 nuasl Amo W ..,1 I vE cr ',( -1. U-1204 = WEAN U- 20 p � r 'fAEEIw � Q Z u _ W I GROUSE/ 'IN'x �S. i i N Ll SLtO IZ S ' p I E 51. 1 QC7 ` S o` "I �:. F '•� ,! _ _ C 1�,. vA.LAa° ' i �ST /Au�✓ � ' I` CA A E' ` Cl I'._ BEALL ST GWX17 St ��/�3 ;'I MA c KNDE r,.� k O LAME xW I`� y I ' ST o P-50 wm. 0 m V t BASCOC [hp —►TO I-go ee ST- 'I I• t• • LL1Ms [� WBe p Dx aeon e t tO = V RA µll r�"ri rC®,yZ, 5 � ' S I'r n a SI • 7 i• />f Cf�AL �'I I�� I z CL* ST W a vl'' ♦ 1 Aoc., sl V • z^ ` G. NA I• r Z AVEAVf t ROCN In T E1 N of IN V LEI 0", - - _-= o t N tlI 1 Q F LuuFER • - PAaA n N Lu f cAANlff An $ LA •„ �, �+ • S 5r µlnN O i _ —c M£LLA-1 19 1 9 i N � Y , a VAtI[I COWPIS uP • � � — p TO FOUR CORNERS�— - - - u-I210 _ r.MV,1 f • ST N• ROBERT PECCIA & ASSOCIATES IMIFFINE LN PLANS PREPARED BY COLLEGE 19 1 h FOTfNHS ter, U-1210 •_ BEWE END / 4pN T A tV4 ROBERT PECCIA&ASSOCIATES �ut�t �!/1L �� 1210 �t` �= 1-11101 BY I SM_ 825 CUSTER AVENUE p ANAIr n un APRIL E. P.O.BOX 5653 «.0 I CI MONTANA GERTH HELENA,MONTANA 59601 4� cA•;c/tl SE VERSITY 11 186 PE R6 PH:(406)447-5000 �� - _}� FAX:(406)447-5036 �; _ f] • I I 1 DATE�I(li �y \Z 2%1y oFL`S�ONA6��\�Lv I ES o I - y°1 o • GRANT MO N T A N A 5 14 ►'' 1 3 11e STA. 43+32.46 i0 44+q 7,37 LrcaN no DEPARTMENT OF TRANSPORTATION 1-J��j CJ�C� '�T•-l"I �'T_' 1 �_1. •T L-•_I : REPLACE LUMINAIRE ASSEMBLIES LwcaN Sr xAr JUN 2 7 2014 1 9 - _ o u_ zN I ` I f - '.I C I.. , J jry 3 BY _ ._ ._ --4- 'It z ILI. w M w m 1 l�-- --_ - - - - A. et•o z w a COTANT ENGINEER DATE-- � -- > -N \ U-1212 / R. 5 E. N z _M - U.S. DEPARTMENT OF TRANSPORTATION a E NrN I o0 o FEDERAL HIGHWAY ADMINISTRATION O Z N i N TO JCT S-345 - - u ASSOC IATED PROJECT o o Na .Z3 ° z AGREEMENT NUMBERS I` U -� T^a _a -� v 3 •7,+ •N v N '� u� APPROVED Q u t V < V Riw srvu 1z1o141 THIS CONTRACT R/W 81.0 v~im I~iIm vIz �Z �z Z I.C. STPU 12101 S I N W In O ✓' w P E. STPU 121012) R. P. 0. 0 TO R. P. 0. 6 DIVISION ADMINISTRATOR DATE 3 1RDIDE-rml. 742600°RDTTLZO BY MONTANA DEPARTMENT REVIEWED Y ROAD PLANS 2 OF TRANSPORTAT,ON 3/1 112 01 4 CNE-KEO BY B:75:36 AM ebcl UPN NUMBER 7426000 TABLE OF CONTENTS ROAD PLANS SHEET N0, ROAD PLANS SHEET N0, LANDSCAPING PLANS SHEET NO, TITLE SHEET I HYDRAULIC DATA SUMMARY 16 SCHEDULE L1 TABLE OF CONTENTS 2 DETAILS 17-47 DETAILS L2 NOTES 3 STORM DRAIN 17 19 PLANS L3-L7 STORM DRAIN COORDINATE TABLES 20 LINEAR & LEVEL DATA 4 CULVERT AND STORM DRAIN BEDDING 21 RCPA MITER BEND 21 IRRIGATION PLANS CENTERLINE COORDINATE TABLE 4 EAST CATRON BANK PROTECTION 22 EAST CATRON WEIR DROP 22 NOTES & SCHEDULES RI CONTROL DIAGRAM & ABSTRACT 5 COMBINATION MANHOLE & CURB INLET 23 48" TYPE 3 STORM DRAIN MANHOLE 23 DETAILS R 2-R 3 TYPICAL SECTIONS 6-8 36" CURB INLET - TYPE A 23 CURB INLET PRECAST BASE 23 PLANS 134-R9 CURB INLET ROOF SLAB 23 I1J SUMMARIES 9- 15 TYPE 4 DROP INLET 23 F- GRADING 9 COMBINATION TYPE 3 MANHOLE TYPE 4 DROP INLET 23 SIGNING PLANS Q ~ ADDITIONAL GRADING 9 120.. TYPE 3 MANHOLE 24 2 U Q FINISH GRADE CONTROL 9 CONCRETE BOX MANHOLE 1O'x 12' 24 SUMMARY S I -S 5 Q w STABILIZATION GEOTEXTILE 9 120" SPECIAL DESIGN MANHOLE 25 fn Q SIDEWALK SUBEXCAVATION 9 RETENTION BASIN 26 SIGNING DETAILS S6-S7 u2� CLEARING & GRUBBING 9 TRASHGUARD 26 Q QQ FLOWABLE FILL 9 CURB TAPER 27 SIGNING PLANS S8-S I 0 0 J MAILBOXES 9 ADJUST & MODIFY SANITARY SEWER MANHOLE 27 a z MONUMENT BOX 9 MONUMENT Box zT PAVEMENT MARKING PLANS AND DETAILS SI 1 -513 E REMOVE IRRIGATION STRUCTURE 9 TRENCH PLUG 28 V > CONCRETE BARRIER RAIL 9 FIRE HYDRANT 28 LJl y SURFACING 10 WATER VALVE BOX SETTING 28 ELECTRICAL PLANS Q. ADDITIONAL SURFACING 10 WATER LINE BEDDING & INSULATION 29 i RANDOM RIPRAP 10 REPLACE WATER SERVICE LINE 29 SUMMARY E ? REMOVE STRUCTURE 10 ADJUST WATER MAIN 29-30 W pJ APPROACH PIPE 11 THRUST BLOCK 31 DETAILS E 1 -E 8 m CULVERTS It BIKE/PED. PATH TYPICAL SECTIONS 32 O a CULVERT SUMMARY RECAP II STANDARD CONCRETE APPROACH 32 PLANS E 9-E 1 3 LL w MISCELLANEOUS ITEMS II CURBED CONCRETE APPROACH 33 w Z PVC PIPE 11 STABILIZATION GEOTEXTILE & EDGE DRAIN 34 0 w STORM DRAIN 12 ROCK SUMP 34 CROSS SECTIONS SIDEWALK 13 SIDEWALK SUBEXCAVATION 34 u CURB 13 GEOMETRIC DETAILS 35-41 W. COLLEGE ST. 1 -99 MEDIAN CONCRETE CURB 13 LANDSCAPED MEDIAN ISLAND & RETAINING WALL 42 FENCING 13 MEDIAN ISLAND DRAIN 42 S. 23RD AVE. /TECHNOLOGY BLVD. S. 100- 1 1 1 MANHOLES IN PLACE 14 WETLAND DELINEATION 43 ADJUST WATER MAIN 14 ALTERNATE ROUTE 44 RIGHT-OF-WAY 45-4T FIRE HYDRANT 14 WATER VALVE BOX 14 PLAN & PROFILE 48-51 WATER LINE INSULATION 14 W. COLLEGE ST. 48-50 WATER SERVICE 14 S. 23RD AVE./TECHNOLOGY BLVD. S. 51 TOPSOIL & SEEDING 15 PAVEMENT MARKINGS 15 WELL 15 RETAINING WALL 15 EDGE DRAIN & ROCK SUMP 15 LANDSCAPING & IRRIGATION 15 MONTANA DEPARTMENT c:ldgn17428000rdd1z01.dgn DESIGNED BY ROAD PLANS REVIEWED BY COLLEGE-MAIN TO S 19TH-BOZE MAN STPU 121013 5/12I20741 OF TRANSPORTATION CHECKED BY GALLATIN COUNTY 9:50:06 AM CPS-U215. CSF= 0.999433377 UPN 7426000 SHEET 2 I NOTES BASIS OF PLAN QUANTITIES PUBLIC LAND SURVEY MONUMENTS CROSS SECTIONS (QUANTITIES FOR ESTIMATING PURPOSES ONLY) ALL MONUMENTS TO BE REMOVED AND RELOCATED OR RESET CURB ELEVATIONS SHOWN ON THE CROSS SECTIONS ARE AT THE CURB & GUTTER FLOW LINE. BY STATE FORCES. COMP. AGGREGATE WEIGHT = 3700 LBS. PER CUBIC YARD COMP. WEIGHT OF PL. MIX BIT. SURF. = 3855 LBS. PER CUBIC YARD MISC. TO BE MOVED OR REMOVED BY OTHERS TEST HOLES ASPHALT CEMENT - GRADE S - 3/4" AGG. = 5.4% OF PL.MIX BIT.SURF. ALL PRIVATELY OWNED SIGNS TO BE REMOVED BY OWNER. TEST HOLES SHOWN ON THE PLANS (EXAMPLE: TH II INDICATE UTILITY DEPTHS FROM EXISTING ASPHALT CEMENT - GRADE S - 1/2" AGG. s 5.8X OF PL.MIX BIT.SURF. ALL STATE-OWNED SIGNS TO BE MOVED BY STATE FORCES. GROUND AS DETERMINED BY PHASE TWO SUBSURFACE UTILITY ENGINEERING INVESTIGATION. HYDRATED LIME : I.4% OF PL.MIX BIT.SURF. BITUMINOUS MATERIAL = 8.5 LBS. PER GAL. CLEARING AND GRUBBING WETLANDS TACK (ASPHALT SURFACES) = 0.038 GAL. PER SO.YARD (UNDILUTED) TACK (ALL OTHER SURFACES) = 0.05 GAL. PER SO.YARD (UNDILUTED) CLEAR, GRUB, REMOVE TREES, AND REMOVE STUMPS WITHIN THE CONSTRUCTION WETLANDS EXIST ADJACENT TO THE ROADWAY AND BEYOND THE PROJECT %" PLANT MIX ASPHALT CEMENT = 6.2% OF PL.MIX BIT.SURF. LIMITS AND/OR CLEAR ZONE. DO NOT DISTURB TREES AS NOTED IN THE PLANS, LIMITS. WETLAND AREAS AND PERMITTED WETLAND IMPACT AREAS WITHIN SEAL = 0.48 GAL. PER SO.YARD OUTSIDE THE CONSTRUCTION LIMITS, OR AS DETERMINED BY THE PROJECT MANAGER, THE PROJECT LIMITS HAVE BEEN DELINEATED AND ARE SHOWN ON THE COVER 25 LBS. PER SO.YARD INCLUDE ALL COSTS IN THE LUMP SUM UNIT PRICE BID FOR CLEARING AND GRUBBING. PLANS. ANY ACTION IMPACTING WETLAND AREAS WITHOUT THE APPROPRIATE PERMITTING IS THE RESPONSIBILITY OF THE CONTRACTOR. SOILS INFORMATION APPROACHES THE SOILS INFORMATION ON THE PLAN AND PROFILE SHEETS IS A // /2A j DELINEATED WETLAND AREAS IMPACTED WETLANDS BRIEF SUMMARY OF THE SOILS CLASSES. SEE SPECIAL PROVISIONS / (PERMANENT) CONSTRUCT APPROACHES TO THE REQUIREMENTS SHOWN IN THE PLANS, FOR ADDITIONAL INFORMATION. APPROACHES FRAME, AND THIS SHEET. PROVIDE THE FOLLOWING SURFACING: GEOTECHNICAL BORING LEGEND PUBLIC 0. APPPLANT MIX BITUMINOUS SURF. WETLAND & CHANNEL DELINEATION MATERIAL IS LABELED AT THE BOTTOM OF THE LAYER. w 0.67' CRUSHED AGGREGATE COURSE BORING NUMBER WETLAND AREA(acres) CHANNEL LENGTH(feet) PRIVATE APPROACHES (BEHIND APRON) STATION STATION Uj OFFSET DIRECTION AND DIST. TEMPORARY ERMANENT TOTAL TEMPORARY w0.30' PLANT MIX BITUMINOUS SURF. ELEVATION ID# DELINEATED IMPACTED PIMPACTED DELINEATED IMPACTED PERMANENT PRIVATE APPROACHES (CONCRETE APRON) REMARKS Q F 0.50' CRUSHED AGGREGATE COURSE FROM TO AREA AREA AREA LENGTH LENGTH LENGTH = V _WETLANDS _ 0.50' CONCRETE SIDEWALK MATERIAL FWL-4C 47+26 42+00 _ _0.106 0.000 0.000 RT,TRIBUTARY OF E.CATRON CR. O w 0.25' CRUSHED AGGREGATE COURSE 30+63 31+80 0.186 Q000 adze RT. EAST CATRON CREEK N a 31+80 32+57 (1124 MOOD 0.077 RT, EAST CATRON CREEK N U) MATERIAL 21+46 21+59 0.001 0.0 0 0.001 LT. FARMERS IRRIG.CANAL Q STREET EXCAVATION 33+15 33+29 _ _ 0.001 0.000 0.007 LT. FARMERS IRRIG.CANAL 0 WATER ELEV. 35+39 35+58 0.001 0.000 0.001 LT. FARMERS IRRIG.CANAL DURING DRILLING STREET EXCAVATION IS EXCAVATING ALL MATERIAL WITHIN ROADWAY AND APPROACH/ Z DRIVEWAY CONSTRUCTION LIMITS. REMOVAL AND DISPOSAL OF ITEMS AND MATERIALS MATERIAL BORING NUMBER 1313-114*1 42+02 42+23 _ 27 0 0 II TRIBUTARY OFE.CATRON CR. �j )CURB & GUTTER, SIDEWALK, PAVEMENT, ETC. ) WITHIN STREET EXCAVATION LIMITS WATER ELEV. V > ARE NOT MEASURED FOR PAYMENT. AT END OF DRILLING ® BBAS* 41+40 41+71 153 0 0 RT.,TRIBUTARY OF E.CATRON CR. MATERIAL (GEOTECHNICAL BORING) BB-2N* 30+33 31+54 148 D 110 LT. EAST CATRON CREEK W rn EEK (PROFILE VIEW) (PLAN VIEW) BBli * 20+49 36+65 1484 0 84 T FARMERS IRRIG,CANAL CURB RAMPS/SIDEWALKS Z DITCH-1* 45+40 45+52 - 137 0 0 RT. IRRIGATION DITCH � z CONSTRUCT CURB RAMPS AT LOCATIONS SHOWN IN THE WATERING TOTAL 0.419 0.000 0.058 2,060 0 1,622 W a PLANS AND ACCORDING TO MDT DETAIL DRAWINGS AND A.D.A. STANDARDS. *EXISTING WETLANDS OR CHANNELS EXTEND BEYOND PLAN LIMITS. WATER FROM THE CITY OF BOZEMAN'S SYSTEM MAY ONLY BE OBTAINED FROM THE METERED **TEMPORARY IMPACT AREAS ARE ESTIMATED AND PROVIDED FOR INFORMATIONAL PURPOSES ONLY O INCLUDE THE COST OF CURB RAMPS IN THE UNIT BID PRICE FOR CONCRETE SERVICE LOCATED AT THE CITY SHOP COMPLEX. REIMBURSE THE CITY WATER DEPARTMENT O i SIDEWALK AND DETECTABLE WARNING DEVICES. TEMPORARY WETLAND IMPACTS SHOWN IN THE TABLE AND ANY OTHER IMPACTSASSOCIATED WITH w FOR THE COST OF WATER USED AT A RATE DETERMINED BY THE CITY WATER DEPARTMENT. CONTRACTOR OPERATIONS ARE TO BE PERMITTED BY THE CONTRACTOR. LU UTILITIES w CALL THE UTILITIES UNDERGROUND LOCATION CENTER 11-8111 OR OTHER E NOTIFICATION SYSTEM FOR THE MARKING AND LOCATION OF ALL LINES AND SERVICES APPROACHES (FOR INFORMATION ONLY) V BEFORE EXCAVATING. CONTACT MONTANA STATE UNIVERSITY, GALLATIN COUNTY, AND SKEW DIAGRAM OTHER NON-MEMBERS. ALL CLEARANCES OR DEPTHS PROVIDED FOR UTILITIES ARE linear feet tons cubic yards FROM EXISTING GROUND LINE. UTILITIES SHOWN MAY HAVE BEEN RELOCATED IN PREPARATION FOR THE CONSTRUCTION OF THIS PROJECT. VERIFY LOCATIONS WITH EXISTING LENGTH APPLICABLE UTILITY OWNERS. ALL PRIVATE UTILITIES TO BE ADJUSTED STATION TYPE PLANT CRUSHED SKEW SKEW WIDTH RADIUS L C.L.TO, SURFACE PROPOSED SURFACE MIX AGG. REMARKS LEFT RIGHT IN ACCORDANCE WITH THE STANDARDS OF THE RESPECTIVE UTILITY OWNER. RIVV SURF. COURSE LEFT RIGHT RIGHT W.COLLEGE ST. SAW CUTTING 13+00 PUBLIC VARIES 32 30/125 55.1 PAVED PAVE FULL LENGTH 71 68 RT. SOUTH 29TH AVENUE 13+56 PRIVATE 35'B-B 10 9.5 70.0 PAVED 6.5'CONC.APRON,PAVE FULL LENGTH 33 29 LT_ gW SAW CUT ALL AREAS WHERE NEW PAVEMENT, SIDEWALK, CURB & GUTTER, 15+59 PRIVATE 42'B-B 25 25 70.0 PAVED 5.5'CONC.APRON.PAVE FULL LENGTH 30 2B LT. a AND DRIVEWAYS MEET EXISTING FACILITIES. PROVIDE A SMOOTH FACE ALONG THE CUT 17+51 PRIVATE 32'8-B 25 25 75.8 PAVED 6.5'CONIC.-APRON.-PAVE FULL LENGTH 57 52 LT_ TO THE REQUIRED DEPTH. PROVIDE EXPANSION JOINTS AT ALL CONCRETE INTERFACES. 18+79 PRIVATE 23' 25 25 80.0 PAVED 6.51CONIC.APRON,PAVE FULL LENGTH 22 20 LT.,CURB&GUTTER WEST SIDE ONLY ABSORB THE COST OF SAW CUTTING IN OTHER ITEMS. 19+42 PRIVATE 35'B-B 40 40 72.0 PAVED 7'CONC.APRON.PAVE FULL LENGTH 29 27 RL 20+37 PRIVATE 25'B-B 15 15 78.0 PAVED&GRAVEL 7'CONC.APRON PAVE TO EX.BIKE/PED PATH 6 6 RT. ROADWAY 21+90 JOINT-USE PRIVATE 31'B-B 26 25 70.2 PAVED 5.T CONC.APRON PAVE TO RAN 17 16 LT. 25+17 PUBLIC 37'B-B 125/50 150/45 67.3 PAVED PAVE FULL LENGTH 137 130 1 LT.,PROFESSIONAL DRIVE WATER VALVE OPERATION 28+01 PRIVATE 25'B-B 15 15 67.9 GRAVEL 5.5'CONC.APRON PAVE TO RAN 10 9 1 LT. 29+45 PRIVATE 32'B-B 15 15 68.8 PAVED 5.6 CONC.APRO PAYE TO RAN 14 13 LT. ONLY CITY OF BOZEMAN FORCES MAY OPERATE CITY OF BOZEMAN WATER VALVES. 31+73 PRIVATE 23'B-B 25 25 PAYED 5.5'CONC.APRON PAVE FULL LENGTH 18 13 LT. 34+80 PRIVATE 20'B-B 7 15 57.2 GRAVEL 4'CONIC.APRON PAVE FULL LENGTH 6 6 LT. 35+88 PRIVATE 27'B-B 25 25 67.9 PAVED W CONC.APRON PAVE FULL LENGTH 19 13 LT- MAIL AND NEWSPAPER BOXES 38+70 PRIVATE 21'B-B 15 15 .2 GRAVEL CONIC.APRON VARIM PAVE TO RM 6 6 LT. REMOVE AND REPLACE MAILBOXES AS SHOWN IN THE PLANS. MAINTAIN TEMPORARY OR 40+59 PRIVATE 27'13-13 25 22 64.3 PAVED 13'CONC.APRON PAVE TO RAN 3 8 LT, SKEW SKEW EXISTING MAIL AND NEWSPAPER BOXES DURING CONSTRUCTION TO ENSURE UNINTERRUPTED S.23RD AVE. RIGHT LEFT DELIVERY. TEMPORARY LOCATIONS TO BE ACCESSIBLE TO THE POSTAL SERVICE. SALVAGE 53+67 PRIVATE 28' CURB CUT CURB CUT 28.2 PAVED 7"CONG.MIRON,PAVE F LL LENGTH 5 4 LT. EXISTING MAILBOXES TO THE OWNER. PROVIDE AND INSTALL NEW MAILBOXES WITH EXISTING 55+ 24.5'8-8 CURB CUT CURB CUT 3 . PAVED 5'CONC.APRON PAVE FULL LENGTH 10 9 RT. NEWSPAPER BOXES ON NEW CRASH TESTED MAILBOX SUPPORTS AND ASSEMBLIES. PLACE THE EDGE OF THE NEW MAILBOX A MINIMUM OF 6" FROM THE TOP BACK OF CURB. - ABSORB THE COST OF REMOVAL AND TEMPORARY BOXES IN THE COST OF OTHER ITEMS. 3 u:\d9n\7426000rdttIz0l,dgn DESIGNEDBY ROAD PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 1210(3) . AIONTANA DEPARTMENT REVIEWED 9Y OF TRANSPORTATION 511212014 CHECKED BY 1 9:50:09 AM CPS--- GALLATIN COUNTY CSF= 0.999433377 UPN 1426000 SHEET 3 LINEAR AND LEVEL DATA LENGTH OF ROADWAY 2 LANE URBAN 3,088.15 ft TOTAL LENGTH OF STPU 1210(3) 2 LANE URBAN 3,088.15 ft BASIS OF BEARING GRID - MONTANA COORDINATE SYSTEM NAD83-2007. LEVEL DATUM UJ = �-- ~ NAVD88 (GNSS DERIVED ELEVATIONS USING GEOID 09 AND HOLDING BMS DIFFERENTIAL LEVELS). U QW � 2 Ua O W COMBINATION SCALE FACTOR to a Qo ALL COORDINATES ARE STATE PLANE (SEE CONTROL DIAGRAM). < BENCH MARKS CSF FOR THE PROJECT IS 0.999433377. Q i CONTROL DIAGRAM POINTS WERE USED AS BENCHMARKS U � U � W N a� � Z w � m� � W CENTERLINE COORDINATE TABLE Z i STATION DESCRIPTION N OR Y E OR X C REMARKS w OORDINATE COORDINATE J :y COLLEGE ST. v 7+09.86 POT 522 675.51 1,565,536.151 7+70.00 POT 522 620.122 1,565,559.580 BEG.PTW CONNECTION 10+22.85 POT 522 387.249 1,566,668.086 BEG.RECONSTRUCTION 10+91.56 PC 522 323.90 1,565,684.854 12+02.86 PI 52 221.461 i 56 28-213 12+88.65 PT 522 220.205 1,565,839.503 22+60.99 PC 522 209.226 1 566 81 m 25+16-1 B PI 522 206.345 1,567,066.958 27+71.36 PT 522198.640 1 567 322.038 33+79.30 POT 522180.288 1,567,929.698 INTERSECTION WITH S.23RD AVE, 35+84.86 PC 522174,081 7 56813&167 38+3&42 PI 522 166.426 1.568.380.605 40+91.97 PT 522160.420 1,568,642.008 41+11.00 POT 522 15R969 1,568,661.114 END RECONSTRUCTION 42+40.77 POT 522156.894 1 568 790-048 END PTW CONN CTION 46+27.46 POT 522147.733 1569177.434 S.23RD AVEJTECHNOLOGY BLVD.S_. 50+00.00 POT 521.947,176 i 567 953.302 _ 50+05.40 PC 521,951232 1567951.412 50+73.90 POC 522.018AW 1,567,933.264 BEG.RECONSTRUCTION 50+81.00 P1 522,023.051 1.567.924.949 51+54.70 PT 522.098.619 1,687,927.231 52+36.41 POT 522.180.288 1,567,929.698 INTERSECTION WITH W.COLLEGE ST. 56+45.00 POT 522,588.693 1 567.942.033 END RECONSTRUCTION 57+00.00 1 POT 522 643.668 67 943.694 MONTANA DEPARTMENT cAdanl7426000rdtm0l.dpn E NE BY ROAD PLANS EVIEWED BY COLLEGE-MAIN TO S 19TH-BOZEMAN $TPU 1210131 OF TRANSPORTATION SI12I2014 CHECKED BY GALLATIN COUNTY 1 9:50:37AM CPS-U216 CSF= 0.999433377 UPN T426000 SHEET 4 CONTROL DIAGRAM & ABSTRACT CONTROL ABSTRACT POINT NOR Y E OR X NAME/NUMBER COORDINATE COORDINATE ELEVATION LOCATION AND DESCRIPTION A7426 522,268 244 1,565,608.525 4,863 398 SET 2" DIA.MDT AC ON 5/8"x 30"REBAR 6W SOUTHEAST OF BACK OF SIDEWALK ON HUFFINE LANE,70'WEST OF BACK OF SIDEWALK ON COLLEGE STREET,64'SOUTHWEST OF SIGNAL LIGHT POLE.WP BEARS NORTH 2'. B7426 522,141.156 1,566,628.775 4,664.640 SET 2" DIA.MDT AC ON 5/8"x 30"REBAR 79 SOUTH OF PAVEMENT EDGE ON COLLEGE STREET,119'EAST OF EAST CURB ON APPROACH TO CHRONICLE,20'SOUTHWEST OF POWER POLE.WP BEARS NORTH 2'. C7426 522,247.717 1,567,743.658 4.861 021 SET 2" DIA MDT AC ON 5/8"x 30"REBAR 31'NORTH OF PAVEMENT EDGE ON COLLEGE STREET,T NORTH OF TOP OF CANAL BANK,8'WEST OF'WAGON WHEEL PARK"SIGN. WP BEARS SOUTH 2', D7426 522,097.069 1,568,154.553 4,864.639 SET 2" DIA.MDT AC ON 5/8"x 30'REBAR 7T SOUTH OF PAVEMENT EDGE ON COLLEGE STREET,201'EAST OF EAST CURB ON APPROACH TO TECHNOLOGY BLVD,IS- SOUTHWEST OF PHONE PEDESTAL.WP BEARS NORTH 2'. E7426 522,192.254 1,568,865.048 4,861.802 SET 2" DIA.MDT AC ON 5/8"x 30"REBAR 9'NORTH OF TOP BACK OF CURB ON COLLEGE STREET,11'SOUTH OF SIDEWALK,48'EAST OF CENTERLINE OF SOUTH 2OTH AVE. WP BEARS SOUTH 2'. BOZEMAN 535,322,579 1,572,959.426 4,712.410 FOUND USCGS BENCHMARK AS DESCRIBED-SEE NGS DATASHEET. SE BASE BOZEMAN 519,131,284 1,573,336.836 4,925.936 FOUND STAINLESS STEEL ROD AS DESCRIBED,SEE NGS DATASHEET. GPS W :3 HLu Q H C 160 508,432.868 1,534,520.750 4,814.200 FOUND USCGS BENCHMARK AS DESCRIBED.SEE NGS DATASHEET. 2 V a U < M 102 506.206.121 1,563,179.690 5,105,190 FOUND USCGS BENCHMARK AS DESCRIBED.SEE NGS DATASHEET. Qto O Q U 159 506,210289 1,570,057.022 5,097.590 FOUND USCGS BENCHMARK AS DESCRIBED.SEE NGS DATASHEET. od aa Z vW W y a � � Z Z WgW.L06 — IY o i MP z — `)) / 1. w / �;° I +. BOZEMANi SE BASE (NOT SHOWN IN p rn _ ACTUAL LOCATION) N N A742 il E7426 Yt_ .w COLLEGE ST. - ,, _ C— -- — — �— =7 ==01 --_� --- B7426 ' D7426 ` Ii x m \ N C/i Q U 159 AM 102 A (NOT SHOWN IN (NOT SHOWN IN /�C 160 ACTUAL LOCATION) ACTUAL LOCATION) / 1 N / 1 A AN GPS ,r(NOT SHOWN IN � � 0PS NOTES: . ACTUAL LOCATION) / I (NOT SHOWN INN / 1 ACTUAL LOCATION) THIS PROJECT IS ON THE MONTANA COORDINATE SYSTEM NAD83-2007.NORTHING AND EASTING COORDINATES + ARE EXPRESSED IN UNITS OF INTERNATIONAL FEET AND ELEVATIONS ARE IN UNITS OF U.S.SURVEY FEET. DIMENSIONS SHOWN ON THE PLANS ARE GRID.ALL SURVEY AND STAKING REQUIRE THE USE OF A COMBINATION SCALE FACTOR(CSF)TO CONVERT GRID DIMENSIONS TO GROUND DIMENSIONS(GRID DISTANCE+CSF=GROUND DISTANCE). THE CSF FOR THIS PROJECT IS 0.999433377. SCALE 1"=300' 3 1 c:\dgn\7426000 dtnrz0l.dgn DESIGNED BY MONTANA DEPARTMENT W y ROAD PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 1210(3) 2 OF TRANSPORTATION 5N 2I2014 CHECKEO BY g:5o:40AM CPS-U216 GALLATIN COUNTY CSF= 0.9994JJJ7T UPN 7426000 SHEET 5 TYPICAL SECTION NO. 1 W. COLLEGE STREET 7+70.00 BEG. CONN. TO PTW 7+70.00 TO 10+22.85 CONN. TO PTW III* 10+22.85 END CONN. TO PTW / BEG. RECONSTRUCTION # 10+22.85 TO 10+38.22 TRANS. THROUGH INTERSECTION TO TYP. NO. 1 LT. x 10+38.22 TO 11+05.00 TRANS. THROUGH INTERSECTION TO TYP. NO. I u 1 1+85.00 TO 1 2+57.08 TYP. NO. 1 12+57.08 TO 14+04.92 TRANS. TYP. NO. 1 TO TYP. NO. 2 THROUGH INTERSECTION tt 42.5' 41.5' 40.5' AGG. TREATMENT 39.5' AGG. TREATMENT 'I I._S 6' S.S' 8' 12, 22' 10, IV 5' Q 2' 3' SIDEWALK BLVD. BIKE LANE/ TRAVEL LANE LEFT TURN LANE /MEDIAN 0 TRAVEL LANE BIKE RIGHT TURN LANE HL SHLD. I2, 12, 2'...ttt��s 4' 2' LANE LEFT TURN LANE LEFT TURN LANE 0 DlRal a 0 RIAgLE d CURB PROFILE GR.= I PROFILE GRADE- CURB PROFILE DR.= TOP OF CURB OR. fgISHEO GRADE TOP OF CURB GR. FILL HEIGHT AT 4RlAgLE d CUT DEPTH AT SLOPE STAKE SLOPE STAKE V 6" CONC. SIDEWALK 0.10' %" PLANT MIX SURF. 3' R. AGG. COURSE 0.30' PLANT MIX BIT. SURF. -0.67' CRUSHED AGG. COURSE CROSS SLOPE -2$ 2.00' SPECIAL BORROW XI _ CROSS SLOPE _ -2Z Lu W Imo- A CONSTRUCT CUT AND FILL W SLOPES AS FLAT AS PRACTICAL Q w (SEE CROSS SECTIONS) V OUANTITIES 0 w AGGREGATE SURFACING SECTION DESIGN BASED ON THE TOP 2.0' UNIT PLANT CR. ACC. SPECIAL UNIT AGG' OF SPECIAL BORROW HAVING AN R-VALUE OF 30. V/ y PLANT yl% COURSE BORROW TREAT. Q O MIX AREA square feet 8.00 24.00 55.88 I68.00 square yarae PER STATION 889 PTW CONNECTION SURFACING SECTION VARIES. SEE GEOMETRIC DETAILS. cubic yards PER STATION 57.I I7L4.6 BB. 207.0 622.2 tons PER STATION 57 0 MEDIAN ISLAND LOCATION AND DIMENSIONS VARY. SEE GEOMETRIC DETAILS. - 0 Z u SEE GEOMETRIC DETAILS. V W t�1 • FILL SLOPES II BACK SLOPES 0' t 0' XI SEE STABILIZATION GEOTE%TILE DETAIL. L) 0 -S St 1 W W t ' - 4t _in n' 1 _ 20 - 30' 1 311 10' - is; ' 2�t V. OVER 30 tt t 19' 70 LSt 1 N z •SEE CROSS SECTIONS FOR DEVIATIONS 1•�) TYPICAL SECTION NO. 2 m d W. COLLEGE STREET 6+017.00 TO 92 TO 19+17.00 TRAIN TYP. NO. 2 TO TYP. NO. 3 sQ13 / z IL 0 W W Z z Z W J 42.5' 30.5' 40.5' AGG. TREATMENT 28.5' AGG. TREATMENT 1.5' 6' 5.5' 8' 12' 22' y 10' 12' 8' 3' SIDEWALK BLVD. BIKE LANE/ TRAVEL LANE LEFT TURN LANE'/ MEDIAN B TRAVEL LANE BIKE LANE/ SHLD. 12' 22'►►�{... 16' 2' SHLD. LEFT TURN LANE 0 1 t7 1 RAISED ISLAND 0 0 VARIABLE I I `II I PROF t[ GRADE= FILL HEIGHT AT J( d CURD PROFILE R. FNISNED GRADE TOPBOFRCIRiB GR. I SLOPE STAKE CUT DEPTH AT/ TOP OF CURE GR. SLOPE STAKE VARIABLE d 6" CONC. SIDEWALK - 0. 10' 3/a" PLANT MIX SURF. / 3" CR. AGG. COURSE -0.30' PLANT MIX BIT. SURF. --0.67 CRUSHED ACC. COURSE -2.00' SPECIAL BORROW XI _1.5% CROSS SLOPE _ -27 CROSS SLOPE _ -2% 111Z G CONSTRUCT CUT AND FILL OUANTITIES SLOPES AS FLAT AS PRACTICAL (SEE CROSS SECTIONS) AGGREGATE UNIT Vi PLANT E SPECIAL UNIT AGG. SURFACING SECTION DESIGN BASED ON THE TOP 2.0' PLANT TREAT. OF SPECIAL BORROW HAVING AN R-VALUE OF 30. MIX MIX BORROW AREA equals feet 6.90 20.70 I46.00 isquare yards PER STATION 767 0 MEDIAN ISLAND LOCATION AND DIMENSIONS VARY. cubic yards PER STATION 25.6 76.7 540.7 SEE GEOMETRIC DETAILS. Iona PER STATION 49.3 :1147.8 AI SEE STABILIZATION GEOTEXTILE DETAIL. 3 MONTANA DEPARTMENT 'c:ldgnV426000rdtypzOl.dgn E IGNEO v ROAD PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 1210(3) EV1E ED Y 2 OF TRANSPORTATION 5I12I2014 CHECKED BY GALLATIN COUNTY 1f 9:50:48AM CPS-U216 CSF= 0.999433377 UPN 7426000 SHEET 6 TYPICAL SECTION NO. 3 W. COLLEGE STREET 19+17.00 TO 33+13.24 TYP. N0. 3 33+13.24 TO 34+46.93 TRANS. TYP. NO. 3 TO TYP. NO. 4 THROUGH INTERSECTION # 38+80.00 TO 40+94.75 TYP. NO. 3 40+94.75 END TYP. NO. 3 LT. 40+94.75 TO 41+11.00 TYP. N0. 3 RT. 30.5' 30.5' 41+11.00 END TYP. NO. 3 FIT.. END RECONSTRUCTION 41+11.00 TO 42+33.00 CONN. TO PTW (MEDIAN CURB ONLY) # F. 28.5' AGG. TREATMENT _ 28.5' AGG. TREATMENT 1.5' VARIES VARIES I 8' 12' 10' IO' 12' 8' 3' 6' TO 10. 5.5' BIKE LANE/ TRAVEL LANE MEDIAN 0 TRAVEL LANE BIKE LANE/ SIDEWALK 411W TO 13' SHLD. 12' 2' 4' 2' SHLD. BLVD.44e I LEFT TURN LANE 0 B AASED 9 4 0,_S CWB PROFILE GR.- PROF EScRADAN ee CURB PROFILE GR.= TOP OF CURB GR. I FNKNEO CRAOE TOP OF CURB DR. FILL HEIGHT AT SLOPE STAKE �CUTIEPTH SLOPE STAKE 7RSE VARIA LIE6- CONC. SIDE0.10' 3/" PLANT MIX SURF. 3. CFC AGG. CO 0.30' PLANT MIX BIT. SURF. 0.67' CRUSHED ACC. COURSE 2.00' SPECIAL BORROW 41 CROSS SLOPE _ -2% CROSS SLOPE _ -2% 1�5% N OUANTITIES LU AGGREGATE AGG. Q = 0 CONSTRUCT CUT AND FILL UNIT PLANT PLANT CR. AGG. SPECIAL UNIT TREAT. 0 U SLOPES AS FLAT AS PRACTICAL MIX LOX COURSE BORROW O' (SEE CROSS SECTIONS) AREA square feet 5.10 17.10 40.47 122.00 square yards PER STATION 633 0 0 Q Y SURFACING SECTION DESIGN BASED ON THE TOP 2.0' Wa cubic yards PER STATION 21.1 63.3 149.9 451.9 OF SPECIAL BORROW HAVING AN R-VALUE OF 30. Ions PER STATION 40.7 122.0 Qy 4N1 WIDTHS VARY, SEE GEOMETRIC DETAILS 6 CROSS SECTIONS. G B MEDIAN ISLAND LOCATION AND DIMENSIONS VARY. g SEE GEOMETRIC DETAILS. Z tt SEE GEOMETRIC DETAILS. • FILL SLOPES a BACK SLOPES XI SEE STABILIZATION GEOTEXTILE DETAIL. 0' - 10. 1 6t W U) 10' - 20' 4t 1 5' • 10' 1 3t I 20' - 30' 31I 10' - IS' 21I IZ f9 OVER 30' 2t I IS' - 20' 1.51 I ZI OVER 20 1 1.53 I N z 0 SEE CROSS SECTIONS FOR DEVIATIONS TYPICAJJ SECTION NO• 4 W p, 34+46.93 TO 37+70.00 TYP, NO. 4 co- W. COLLEGE STREET 37+70.00 TO 38+80.00 TRANS. TYP. NO. 4 TO TYP. NO. 3 0 = � Ul W Z z Z W J Z 4 t.5' 30.5' V W 39.5' ACC. TREATMENT 28.5' ACC. TREATMENT 8' 4' 2' 12' 5' 12' 10' 10' 12' 8' 3' f.-SIDEWALK BLVD. HL RIGHT TURN LANE BIKE TRAVEL LANE MEDIAN B TRAVEL LANE BIKE LANE/ LANE 12' -.-2*-.- 4' 2' SHLD. LEFT TURN LANE 9 0 Al E 8 �"'IIRMBCE 0.5' ISL AND 05'4 CIRiB PROFILE GR.. _ ROFILE GRADE= L41SKO GRADE lOPBOFR�NB GR. FILL HEIGHT ISTAKET TOP OF CURB OR. CUT DEPTH AT SLOPE STAKE I V4RTABLE 4 6" CONC. SIDEWALK 0. 10' 3/e PLANT MIX SURF. 3' CR. AGG. COURSE 0.30' PLANT MIX BIT. SURF. 0.6T' CRUSHED AGG. COURSE 2.00' SPECIAL BORROW 41 1-5% CROSS SLOPE _ •2% CROSS SLOPE _ -2% 1.5! 1 A CONSTRUCT CUT AND FILL QUANTITIES SLOPES AS FLAT AS PRACTICAL SURFACING SECTION DESIGN BASED ON THE TOP 2.0' (SEE CROSS SECTIONS) AGGREGATE AGG. OF SPECIAL BORROW HAVING AN R-VALUE OF 30. UNIT A PLANT R. ACC. SPECIAL UNIT WIDTHS VARY, SEE GEOMETRIC DETAILS 8 CROSS SECTIONS. PLANT NIX COURSE BORROW TREAT. NIX AREA square feet 6.80 20.40 47.04 144.00 square yards PER STATION 756 8 MEDIAN ISLAND LOCATION AND DIMENSIONS VARY. Cubic yards PER STATION 25.2 75.6 177.2 533.3 SEE GEOMETRIC DETAILS. tons PER STATION 48.6 145.7 XI SEE STABILIZATION GEOTE%TILE DETAIL. 3 c:Wgn17428000rdlyP=Dl.dgn E B 1 M�MONTANA DEPARTMENT DBY ROAD PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 1210131 OF TRARSPORTAT/ON 5A 212014 CHECKED BY 9:50:51 AM CPS-U21 CALLATIN COUNTY CSF= 0.99943337T UPN 7426000 SHEET T TYPICAL SECTION NO. 5 S. 23RD AVENUE/TECHNOLOGY BLVD. S. 50+T3.90 BEGIN RECONSTRUCTION 50+T3.90 TO 51+49.97 TYP. NO. 5 51+49.97 TO 52+06.91 TRANS. TYP. NO. 5 TO INTERSECTION # 52+T5.91 TO 53+39.79 TRANS. INTERSECTION TO TYP. NO. 5 # 53+39,79 TO 55+43.00 TYP. NO. 5 55+43.00 TO 56+45.00 TRANS. TYP. NO. 5 TO TYP. NO. 6 23.5' � 23.5' 21.5' AGO. TREATMENT, 21,5' AGG. TREATMENT. SEAL & COVER SEAL & COVER I' 5' B VARES 5' 12' 6' 6' _ 12' S. VARIES S' 8 1' SIDEWALK 0' TO 5' BIKE LANE TRAVEL LANE j TRAVEL LANE JBIKE LANE/ 0' TO 5' SIDEWALK BLVD. KIN! SHLD. I?' SHLD. BLVD. KNK LEFT TURN LANE VARIABLE 4 0.5' ICURB PROFILE GR* ( PROFILE GRADE: CURB PROFILE GR 0.5' TOP OF CURB DR. FINISHED GRADE TOP OF CURB GR."-,,, FILL HEIGHT AT SLOPE STAKE CUT DEPTH�AT _ SLOPE STAKE I I VARIA LE d 4" CONC. SIDEWALK CONC. SIDEWALK 2.5" CR. AGG. COURSE 0.40' PLANT MIX BIT. SURF. -77�2.5" CR. ACC. COURSE 0.67' CRUSHED AGG. COURSE CROSS SLOPE VARIES CROSS SLOPE VARIES U W � V Q s C CONSTRUCT CUT AND FILL OUANTITIES OV SLOPES AS FLAT AS PRACTICAL AGGREGATE BITUMINOUS (SEE CROSS SECTIONS) UNIT UNIT MATERIAL AGG. 'A COVER PLANT CR. AGG. TREAT. V/ MIX COURSE SEAL N H AREA square feet 0.20 31.09 square yards PER STATION 476 478 O cubic yards PER STATION 63.7 I15.I tone PER STATION 0.98 0 SIDEWALK LOCATION VARIES, SEE GEOMETRIC DETAILS. z tone PER STATION 122.0 0 g square yards PER STATION 47g 1 MK!WIDTH VARIES, SEE GEOMETRIC DETAILS. #SEE GEOMETRIC DETAILS. QM Z • FILL SLOPES 4 BACK SLOPES W 0) 10' - 20' 1 4r _ 20 - 30 7t 1 10 15' ?•I ]0 2�1 IS' L OVER PO' 1.St I Z z •SEE CROSS SECTIONS FOR DEVIATIONS W TYP ICAL SECTION NO. 6 g O0 S. 23RD AVENUE z w W 56+45.00 TYP. NO. 6 w 56+45.00 END RECONSTRUCTION z z w 5 16.5' V 16.5' AGG. TREATMENT, 16.5' ACC. TREATMENT, SEAL &COVER SEAL &COVER 6' 12, 12' 6' BIKE LANE/ TRAVEL LANE TRAVEL LANE BKfE LANE/ 1_ I{� SHLD. SHLD. 1. VARIABLE d O,I I ICURB PROFILE GR.a PROFILE GRADE= CURB PROFILE GR.- FILL HEIGHT AT TOP OF CURB GR. FINISHED GRADE TOP OF CURB GR. SLOPE STAKE CUT DEPTH AT SLOPE STAKE I VARIALL d 0.40 PLANT MIX BIT. SURF. 0.67' CRUSHED AGG. COURSE 1,5%--. MATCH EXIST. CROSS SLOPE MATCH EXIST. CROSS SLOPE 1�% OUANTITIES AGGREGATE BITUMINOUS e coNsrRucT cur AND FILL UNIT COVER PLANT CR. AGG. UNIT MATERIAL AGG. TREAT. SLOPES AS FLAT AS PRACTICAL MIX COURSE F�A(SEE CROSS SECTIONS) AREA square fieer I3.20 24.]9 .quote yoraa PER S7A716N 7 367 cubic yards PER STATION 48.9 90.] tone PER STATION 0.T5 tons PER STATION 94.3 square yard.PER STATION 367 11 cAdgn%742600ordtypz0l.dgn DESIGNED BY 2 M/-�-` -MONTANA DEPARTMENT REVIEWED BY ROAD PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 1210(3) Il /'� OF TRANSPORTATION 5I1212014 CHi:CKcO BY CALLATIN COUNTY 1 9:50:54 AM CPS-U218 CSF= 0.9994333T7 UPN T426000 SHEET 8 SUMMARY GRADING SIDEWALK SUBEXCAVATION * STABILIZATION GEOTEXTILE cubic yards cubic yards square yards square yards STATION STATION REMARKS ADD SPECIAL STABILIZATION REMARKS STABILIZATION REMARKS STATION STREET[EXCESS EMB.+ STREET BORROWGEOTEXTILE GEOTEXTILE EXC. EXC. EXCAVATION NEAT LINE FROM TO FROM TO 12+65 13+25 60 60 95 SIDEWALK LT. 10+23 10+38 225 LT. 10+22.85 W.COLLEGE ST_. 3+65 15+50 ISO 190 305 SIDEWALK LT. _ _ 10+38 40+94 26 735 LT.&RT. 22,595 10,300 12,295 24+75 24+90 25 25 45 SIDEWALK LT. 4.0+94 41+11 70 RT. 41+11-00 W.COLLEGE ST- 25+40 25+90 0 50 90 SIDEWALK Lfi. TOTAL 27,030 TOTAL 22,595 #10,300 #12,295 TOTAL 325 325 535 SEE DETAIL SHEET,QUANTITY INCL.GEOTEXTILE AT PUBLIC APPROACHES& #FOR INFORMATION ONLY.DOES NOT INCLUDE VOLUME DISPLACED BY NEW STORM DRAIN PIPES AND BEDDING 'SEE DETAIL SHEET&CROSS SECTIONS. UNDER CULVERTS/STM.PIPES. ADDITIONAL GRADING CLEARING & GRUBBING MAILBOXES cubic yards each STATION INCL IN GRADING lump sum UN D. REMARKS STATION CLEARING REMARKS STATION MAIL- MAID REMARKS STREET EMB.+ EXC. & BOXES BOXES FROM TO EXC. GRUBBING 7+70.00 42+40.77 090 TOPSOIL REPLACEMENT INCL.S.23RD AVE: FROM TO 27+74 1 T 7+70.00 9+55.80 20 PTW CONNECTION/ROADWAY WIDENING RT. 7+70.00 42+40.77 0.5 COLLEGE ST.,INCL.TREES&STUMPS _ 34+63 1 LT 9+17.20 9+47.73 10 PTW CONNECTION/ADA IMPROVEMENTS LT. 50+73.90 56+45.00 0.5 S.23RD AVE..INCL.TREES&STUMPS 38+44 LT 1 +51A9 10+ 9.80 # # BIKE/PED.PATH RT. TOTAL 1 LU p 12+50.00 12+68.30 # # BIKEJPED.PATH RT. 54+66 1 RESET TO BLVD.AT 55+80,23'RT. F-" w 12+73 13+07 5 DRAINAGE SWALE LT. METAL MAILBOX STRUCTURE Q 13+00 120 10 PUBLIC APP.RT.,S.29TH AVE. TOTAL 3 1 = 13+40.84 14+20.00 # # BIKE/PED.PATH RT. V ova' 13+55 14+95 525 REGRADE RETENTION BASIN RT, 13+56 100 10 1 PRIVATE APP.LT, PLOWABLE FILL Q 15+00 15+37 5 GRADE TO DRAIN LT. cl 15+59 70 20 PRIVATE APP.LT. Q p 17+51 40 110 PRIVATE APP.LT. cubic yards MONUMENT BOX* 18+ 7 18+42 5 REMOVE ROCK RETAINING WALL LT. STATION 06_ 18+79 15 60 PRIVATE APP.LT. FLOWABLE REMARKS each 1 +92.00 19+12.00 # # BIKE/PED.PATH RT. FILL' Q i 19+00 20+08 10 REMOVE(ROcKj RETAINING WALL LT. FROM TO FAONUMENI REMARKS > 19+42 50 30 PRIVATE APP.RT. STATION w 1 +72.50 19+90.00 # # BII(EIiSED.PATH RT. 9+20 9+ 3.0 RT. ALONG EX.GAS LINE&NEW ELECTRICAL FOUNDATIONS BOX � .� 20+37 5 15 PRIVATE APP.RT. 9+25 9+35 3.0 LT. ALONG EX.GAS LINE&NEW ELECTRICAL FOUNDATIONS W v 20+46 35+50 # # FILL OVER NEW STM.TRUNK LINE LT. 13+48 1.0 75'RT. AT X-ING OF EX.SAN.LINE&NEW STM DR 20+22 1 LT.,QUARTER CORNER,LOCATION TO BE a - 21+90 25 210 JOINT-USE PRIVATE APP.LT. 14+10 1.0 79 RT.AT -ING OF EX.SAN.LINE&NEW STM DR DETERMINED BY SURVEY FORCES z 22+89.10 23+26.60 # # BIKE/PED.PATH RT. 20+46 2.0 T LT. AT X-ING OF EX.SAN.LINE&NEW STM DR.TRUNK LINE TOTAL 1 22+95.10 23+20.60 25 20 REGRADE EXIST.APP.RT. INCL REMOVE ASPHALT PAD 20+46 2.0 2T LT.ATX-ING OF ADJUST WTR.LINE&NEW STM DR,TRUNK LINE SEE DETAIL SHEET, 25+17 180 260 PUBLIC APP.LT.PROFESSIONAL DRIVE 20+46 3.0 39'TO 49'RT. AT X-ING OF EX.FIBERITEL LINES&NEW STM DR TRUNK LINE W o 28+01 25 90 PRIVATE APP.LT. 22+47 20 51'LT T X-WG OF EX WTR.UNE&NEW STM DR.TRUNK LINE m 29+45 40 80 PRIVATE APP.LT. 23+33 1.0 0'RT. AT X-ING OF EX.SAN.LINE&NEW WATER HYDRANT LINE 29+58.00 33+38.98 # # BIKE/PED.PATH RT. 25+ 5 T A X-WG OF EX.WTR.LINE 8 NEW STM DR.TRUNK LINE w 29+64.00 29+93.00 25 20 REGRAD MOST.APP.RT. INCL.REMOVE ASPHALT PAD 25+57 50'LT. AT X-ING OF EX.FO LINES&NEW STM DR.TRUNK LINE REMOVE IRRIGATION STRUCTURE 29+BB 30+65 # # GRADE TO DRAIN RT. 26+67 2.0 5O'LT.,AT X-MJG OF_EX Fp LINES&NEW STM DR.TRUNK LINE z_ 0+85 31+27 5 25 OUTLET DITCH LT 27+7 50'LT.;AT X-ING OF REPLACE WTR SERVICE LINE&NEW STM DR.TRUNK LINE each t7 31+27 31+62 75 FILL EXISTING CANAL LT. 30+00 1'LT,AT X-ING OF EX.SAN.&NEW HYDRANT LINE w 31+56 10 FILL OVER E CATRON OVERFLOW CULVERT RT. 30+15 1.0 1'LT.,AT X-ING OF EX.SAN.LINE&NEW STM.DFL STATION REMOVE REMARKS 31+73 40 75 PRIVATE APP.LT. 31+20 31+40 B.D 52'LT. AT X-ING OF NEW RC A'S 8 NE S N IRRIGATION 32+90.0 33+41.00 15 10 REGRADE EXIST.PATH RT. INCL.REMOVE ASPHALT 31+30 31+50 4.0 22'LT. AT X-ING OF EX.WT LINE&NEW RCPA'S v 33+79 705 95 PUBLIC APP.LT.,S-23RD AVE. INCLS.2 PRIV.APPS. 31+35 31+55 2.0 1'LT,.ATX-ING OF FX SAN,UNE&NEW P STRUCTURE 33+79 245 20 PUBLIC APP.RT, TECHNOLOGY BLVD.S. 34+60 1.0 24'LT. AT X-ING OF EX.WTR LINE&NEW STM D-K 20+51 1 HEADGATE IN PL LT. 4+1 34+73.00 # # BIKE/PED-PATH RT. 36+99 2.0 'LT ATX-ING OF UST WTR. NE 20+67 1 24"CSP IRR.MANHOLE W PL T. 34+80 is 80 PRIVATE APP.LT. 39+60 I'D 25'LT. AT X-ING OF EX.WTR LINE&NEW STM DR 20+77 1 JRR.STANDPIPE&PIPE IN P T 35+8 35 10 PRIVATE APP.LT. 40+10 2. T -IN F EX WT E VIE 31+59 1 IRR.D ION ST T 7 8+70 25 5 PRIVATE APP.LT. TOTAL 4 40+59 45 5 PRIVATE APP.LT, 52+90 2.0 V LT.. T -I G OF ADJUST 41+11.00 42+40.77 25 10 PTW CONNECTION/SIDEWALK LT. TOTAL 50.0 53+67 1b 5 PRIVATE APP.LT.•• 'EXCAVATABLE. + 20 5 PRIVATE APP.RT. TOTAL 625 #INCL.IN MAINLINE QUANTITIES "'INCL.IN S.23RD AVE,QUANTITIES CONCRETE BARRIER RAIL FINISH GRADE CONTROL each course foot STATION TEMP. RESETP RESET TEMP. TEMP. CONCRETE CON . IMPACT TEMP. REMARKS BARRIER IMPACT STATION FINNII H REMARKS FROM TO RAIL BARRIER TTENUATOR ATTENUATOR GDECONTROL COLLEGE ST.,S.23RD.AVE.,TECHNOLOGY BLVD,SIDE STREETS,AND FROM TO 9+00 42+40_ ISO ISO 2 2 1 DRIVEWAY PHASING FOR STORM DRAIN,DRAINAGE,WATER LINE, 10+22.85 41+11.00 3,100 SUBGRADE MAINLINE IAND SANITARY CONSTRUCTION. _ 10+22.85 41+11-00 3100 SPECIAL BORROW MAINLINE_ 10+22.85 41+11.00 3,100 BASE COURSE MAINLINE __ 50+73.90 56+45.00 600 SUBGRADE TECH.BLVD.S./S.23RD AVE. TOTAL 180 180 2 2 50+73.90 56+45.00 600 BASE COURSE TECH.BLVD.SJS 23RD AVE. TOTAL 10,500 MONTANA DEPARTMENT aWgoN42Roo0rdaumxOt.dgn I DB ROAD PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 1210(3) REV EW P BV 2MM* OF TRANSPORTATION 5Ml2014 CM-CKED BY 1 9.51-00AM CPSU215 CALLATIN COUNTY CSP= 0.999433377 UPN T426000 SHEET 9 SUMMARY SURFACING linear feet AGGREGATE BITUMINOUS MATERIAL AGG.TREAT, STATION square yards tons cubic yards tons gallons square yards GROSS NET + FOR 3/8"COMM COMM. COMM. CRUSHED SPECIAL FOG REMARKS COVER TRAFFIC SEAL AGM. PLANT MIX PLANT MIX PLANT MIX AGG. BORROW SEAL FROM TO TYPE 2 PG 70-28 PG 70-28 PG 58-28 COURSE NEAT LINE GRAVEL CRS-2P SS-1 TREATMENT 10+22.85 10+38.22 15.37 15.37 COLLEGE ST.LT. _ 10 31 39 116 _ _ 162 TRANS.LT.THROUGH INTERSECTION TO TYP.NO,1 10+38.22 11+01.70 63,48 63.48 COLLEGE ST. _ 41 _ 124 _151 454 _ 643 TRANS.THROUGH INTERSECTION TO TYP.NO.1 11+ 1.7 11+85.00 83.30 83.30 1 COLLEGE ST. 44 133 _ 162_ 486 _692 TRANS.THROUGH INTERSECTION TO TYP.NO-1 11+ 12+57.08 72.08 72.08 COLLEGE ST. 41 124 149 446 641 TYP.NO.1 + 7 14+04.92 14714 147.84 COLLEGE ST. 79 236 286 060 1.224 TRANS.TYP,NO.1 TO TYP.NO.2 THROUGH INTERSECT) N + 16+17.00 212.08 212.08 COLLEGE ST. 105 31 i 381 147 1,627 TYP.NO.2 + 19+17.00 300.00 300.00 COLLEGE ST, 135 405 494 1,489 2100 TRANS.TYP.NO.2 TO TYP.NO.3 + 7. 33+13.24 1,396.24 1,396.24 COLLEGE ST. 568 1.703 4-- 2.093 3t0 8,838 TYP.NO.3 + 34+46.93 133.69 13169 COLLEGE ST. 60 179 219 659 928 TRANS.TYP,NO.3 TO TYP_NO.4 THROUGH JN ERSECTION + 37+70.00 323.07 323.07 COLLEGE ST. 1 157 471 572 1.723 2,442 TYP.NO.4 + 38+80.00 110.00 110.00 COLLEGE ST. 49 147 180 542 764 TRANS.TYP.NO,4 TO TYP,NO,3 + 40+94.75 214.75 _ 214.75 COLLEGE ST. 97 262 1 322 1 970 1,359 TYP.NO.3 40+94,75 41+11.00 16.25 16.25 COLLEGE ST.RT. 3 10 12 37 1 1 51 TYP.NO.3 RT. ADDITIONAL U A I 7,723 1292 170 1 454 330 15.9 40 130 TOTAL 3,088.15 3,088.15 7,723 1.379 5.43 1170 6.514 15.571 1 1,000 1 15.9 40 1 27.601 WIM ADDITIONAL SURFACING (INCLUDED IN SURFACING FRAME) w linear feet AGGREGATE BITUMINOUS MATERIAL AGG.TREAT. (, V STATION square yards tons cubic yards tons gallons square yards 0IM GROSS NET + FOR COVER COMM. COMM. CRUSHED SPECIAL SEAL FOG AGG. REMARKS IL PLANT MIX PLANT MIX AGG BORROW SEAL N N FROM TO TYPE 2 PG 70-28 PG 58-28 COURSE NEAT LINE CRS-2P SS 1 TREATMENT Q o 7+7, CONNECTION TO PTW RO IDENING RT. 113 109 330 440 RT. SEE GEOMETRIC DETAIL +17.RO 9+47.73 CON ECT10N TO PTW/ADA IMPROVEMENTS LT. 3 5 12 LT. SEE GE0WTPJC OETAJL 7+7 , +22 CONNECTION TO PTW SEAL&COVER LT.&RT, 4 B-3 LT.&RT.SEE GEOMETRIC DETAIL Q p 1 +22-85 1 + 22 CONNECTION TO PTW SEAL&COVER RT, 236 0.5 RT.,SEE GEOMETRI DETAX z 1 + 0 S TH AVENUE 278 71 68 0.6 278 SEE GEOMETRIC V + 7 PROFESSIONAL DRIVE 533 137 130 1.1 533 SEE GEOMETRIC DETAIL W ' uJ 1 + 1.4 1 +8 .80 BIKE/PED PATH INTERSECTION CONNECTION RT. 14 1 _ 3 67 SEE GEOMETRIC DETAIL d O 2+ 0. 12+68.30 BIKEIPED PATH INTERSECTION CONNECTION RT, 4 6 1 20 SEE G OMETRI _ Z 1 + 14+20. 0 1 BIKE/PED PATH INTERSECTION CONNECTION RT. 1 17 25 4 78 SEE GEOMETRIC DETAIL Z 8+9 .0 19+12,00 10'WIDE BIKE/PED PATH RT. 5 7 1 22 SEE ggQMIETRIQ DETAIL --- - _ +72.50 19+90.00 10'WIDE BIKE/PED PATH RT, 4 6 1 19 SEE GEOMETRIC DETAIL W a + 9.1 23+26-60 10'W P T 1 42 SEE GEOMETRIC DETAIL Cal + 30+77.50 10'WIDE BIKE/PED PATH RT 45 7 140 SEE GEOMETRIC DETAI O z +77. 2+78.07 1 E BIKE/PED PATH AT TT RT 4 4 11 223 SEE GEOMETRIC DETAIL w +76.07 33+36,98 BIKE/PED PATH NTERSECTIO JN CONNECTJON RT 19 25 5 90 SEE GEOMETRIC DETAIL z + 34+73.00 B ED PATH INTERSECTIONCONNECTION 27 5 95 SEE GEOMETRIC T i TECHNOLOGY BOULEVARD S. m + + .97 76.07 76.07 TECHNOLOGY BOULEVARD S. 88 M7 364 TYP.NO.5 .11 J + 52+ 1 56.94 56.94 TECHNOLOGY BOULEVARD S. 12 105 0.8 373 TRANS.TYP.NO.5 TO INTERSECTION u S.23RD AVENUE +7 . 1 1 53+39.7963,08 63.88 S.23RD AVENUE 437 112 105 0.9 437 TRANS.INTERSECTION TO TYP NO.5 _ 53,39.79 55+43.00203.21 203.21 n9.23RDAVENUE 971 250 234 2-0 971 1 TYP p +4100 56+4fi00 1 2.00 102.0 .23R AVENUE 431 111 105 0.9 431 TRANS.TYP.NO.5 TO TYP.NO 6 14 PRIVATE APPROACHES OFF COLLEGE STREET 75 1 256 1 1 1,420 SEE GEOMETRIC DETAILS 2 PRIVATE APPROACHES OFF SOUTH 23RD AVENUE _ 15 13 75 SEE GEOMETRIC DET IL + + CONNECTION TO PTW LT.&RT. 0.1 AT REMOVAL OF EX_MEDIAN CURB CONC.CAP LT.&RT. TOTAL 7,723 1,292 170 1.454 330 15.9 40 6.130 RANDOM RIPRAP'' REMOVE STRUCTURE cubic yards square yards each STATION GEOTEXTILE STATION RANDOM RIPRAP# REMARKS REMOVE REMARKS PERM EROS CNTRL STRUCTURE HIGH SURV. FROM TO CL.1 CL.2 CLASS A FROM TO 30+29 30+49 38.0 44 EAST CATRON BANK PROTECTION LT. 1+ 1 28'WIDE x 19'LONG BRIDGE LT.INCL.WINGWALLS,LIGHTING,RAILINGS 3 PORTAL 30+85 31+35 35.8 17.5 94 EAST CATRON WEIR DROP LT. 25+15 1 58'WIDE x 13'LONG BRIDGE LT.INCL.WINGWALLS&RAILINGS 28+03 1 14'WIDE x 15'LONG WOOD BRIDGE LT. _ 1 30.5'WIDE x 11'LONG BRIDGE LT.INCL.WINGWALLS 31+73 1 24'WIDE x 12 LONG BRIDGE LT.INCL.WINGWALLS 34+79 1 16'WIDE x 10'LONG WOOD BRIDGE LT.INCL.WINGWALLS TOTAL 35.8 1 55.5 138 TOTAL 6 SEE DETAIL SHEET #INCLUDES COST OF EXCAVATION AND FILTER MATERIAL TO FILL RIPRAP VOIDS. ' cAdgn17426000rdsumz01.dgn E IGNEn BY NONTANA DEPARTMENT Rry1EWEDBy ROAD PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 121013I OF TRANSPORTATION 5I12I2014 CHECKEDBY 9:51:03AM cps-u2161 GALLATIN COUNTY CSF= 0.999433377 UPN 7426000 SHEET 10 SUMMARY CULVERTS (INCLUDED IN CULVERT SUMMARY RECAP) BASIC BID ITEMS PIPE OPTIONS in cubic yards linear feet linear feet cubic yards END SECTIONS SKEW CULVERT STATION CULVERT CONCRETE CLASS COATING SPECIAL HEIGHT IN PL. REMARKS LENGTH FILL& SPECIAL BEDDING ANGLE PIPE REMOVE BEDDING STEEL-2 2l3 x 1/2 CORR. OR BORROW OF in x ft in OF CULVERT ABANDON BORROW MATERIAL ALUMINUM-2 213 x 1/2 CORR THK. NEAT LINE MATERIAL COVER PIPE PIPE NEAT LINE LEFT RIGHT 20+21 3 24 x 27.0 CSP RT.AT EXISTING BIKE/PED.PATH 20+22 60.0 18 x 60.0 CSP BURIED INCL.REMOVING CONIC.CAP 20+47 17.9 15 x 17.9 CSP LT. 20+51 91.0 72 x 44 x 91.0 CSPA 30+48 27.2 12 x 27.2 CSP RT.AT EXISTING BIKE/PED.PATH 31+41 43 i x26j 118 1 i3 34 43 x 26 RCPA CL.3 NONE FETS FEES 113 34 1.1 16" LT. DRAIN EAST CATRON CREEK OVERFLOW INCL.13"RCPA MITER BEND 31+50 43 x 261 122 107 33 43j 26 j RCPA CL.3 NONE FETS FETS 1107 33 1.1 16"LT. DRAIN N EAST CATRON CREEK W 31+76 123.6 44 x 27 x 123.6 RCPA INCL.REMOVING BENDS w &CSP EAST CATRON CREEK a � v TOTAL 319.7 3 220 67lu V Q Q 0 g APPROACH PIPE (INCLUDED IN CULVERT SUMMARY RECAP) PVC PIPE ' a O BASIC BID ITEMS inear feet z v linear feet CULVERT IN PLACE STATION STATION in x ft REMARKS 6"PVC REMARKS W FREMOVE PIPE W FROM TO Z2 + 12 x 39.2 RCP RT. 13+27 13+85 44'LT.SLEEVE FOR FUTURE IR GATION 33+61 72 x 44 x 72.0 RCPA LT. INCL REMOVE RAILING&CONIC.SLOPE PROTECTION 1 +19 1 0 44'LT. IRRIGATI N MAINLINE SLEEVE 35+88 72 x 44 x 60.0 RCPA LT. 1 +08 1 +0 6 'LT-T 'LT- IRRIGATION MAINLINE SLEEVE W a _ 18+10 32 V LT.TO 6'LT. IRRIGATION LATERAL SLEEVE Co 18+40 1 +16 76 36 T_TO 37 LT. IRRIGATION INE;SLEEVE 00 18+47 19+ 36'LT.TO 33'LT. IRRIGATION LATERAL SLEEVE Z 21+50 22+30 T_ IRRIGATION MAINLINE w W TOTAL 171.2 22+82 28 4'LT.TO 32'LT. IRRIGATION LATERAL SLEEVE z 24+30 8 36'LT_TO 44'LT—IRRIGATION MAINLINE SLEEVE AT SIDEWALK 0 24+68 25+64 45'LT.TO 40'LT. IRRIGATION MAINLINE SLEEVE w 24+72 24+88 24 LT T L I TI N LATOM SLEFyE AT SIDEWALK � CULVERT SUMMARY RECAP 25+47 25+60 24 65'LT.T045'LT. IRRIGATION LATERAL LE AT EWALK w u 26+92 28 4'LT.TO 37 LT..IRRIGATION LATERAL SLEEVE linear feet cubic yards 27+73 26+29 56 32'LT. IRRIGATION MAINLINE SLEEVE 27+7 2 +2 44 33'LT. IRRIGATION LATERAL SLEEVE BASIC NEW FILL& SPECIAL 29+15 1 29+7 32'LT.,IRRIGATION MAINLINE SLEEVE BID REMOVE PIPE ABANDON BORROW BEDDING 30+47 28 4'LT.TO 37 LT.,IRRIGATIO LAT VE CULVERT MATERIAL 31+36 +10 74 37 LT.,IRRIGATION MAINLINE SLEEVE (TOTAL) PIPE NEAT LINE 1+44 +02 58 33'LT. GATION LATEM SLEEVE 43 z"x 26 "RCPA CL 3 240 33+08 12 35'LT.TO 4T LT.,IRRIGATION MAINLINE SLEEVE AT SIDEWALK 33+09 33+55 146 132LT.TO 43'l IRRIGATION MAINLINE SLEEVIE 34+ 35+05 42 43'LT. IRRIGATION MAINLINE SLEEVE 5+49 6+27 78 43'LT..IRRIGATION MAINLINE SLEEVE _ 35+58 36+18 60 44'LT.,IRRIGATION LATERAL SLEEVE TOTAL 490.9 1 3 1 220 67 38+44 38+90 53 35'LT.TO 32'l IRRIGATION MAINLINE SLEEVE 8+50 38+90 42 36'LT.TO 33'LT. IRRIGATION LATERAL SLEEVE 3 +09 28 V LT.TO 32' T..IRRIGATION LATERALE 40+23 40+95 72 32'LT. IRRIGATION MAINLINE SLEEVE MISCELLANEOUS ITEMS 13+00 41+11 220 22 SLEEVES UNDER SIDEWALKS FOR ADJACENT LANDOWNERS TO cubic yards each IRRIGATE GRASS AREAS IN BLVD-COORDINATE LOCATIONS WITH LANDOWNERS,- 53+BB 42 STATION PORTABLE 53+46 42 25'LT. IRRIGATION MAINLINE SLEEVE DRAIN VARIABLE REMARKS 1 55+962O'LTLT.TO 22'RT IRRIGATION LATERAL SLEEVE ^-�GREGATE MESSAGE TOTAL 1,836 FROM TO SIGN "SEE IRRIGATION PLANS. 7+70 42+33 13+55 14+95 44 6"THICK IN BOTTOM OF RETENTION BASIN TOTAL 44 2 3 ddOnN426OWcdwmz01.4Qn�OEItG2NILMONTANA DEPARTMENT e ROAD PLANS COLLEGE-MAIN TO S I9TH-BOZE1.uN STPU 1210131 OF TRANSPORTATION 5/12/2014 Y GALLATIN COUNTY CSF. 0.99943337T UPN 7426000 SHEET 11 9-51.Oil AM CPS- SUMMARY STORM DRAIN linear feet cubic yards square yards each RCP/RCPA IRRIGATION AN GEOTEXTILE 36"CURB INLET MANHOLE COMB. STATION RELAY REMOVE GRANULAR TRENCH CLASS SUBSURFACE REMOVE REMOVE DROP BOX TY.3 MR. COMB PIPE STORM BEDDING EXC. DD DRAINAGE CURB DROP INLET TYPE-A TYPE 3 120 MANHOLE TY.4 D I MH.&C.I. REMARKS CLASS 2 CLASS 3 CLASS 4 CLASS 5 CONC. SPECIAL 1k CULVERT DRAIN MATERIAL # FILTER,HIGH INLET INLET DESIGN FROM TO 60" 24" 73"x 45" 18" 12" A SURV.CLASS A TYPE 4* LEFT RIGHT 48" 96"@ 120"* 10'x 12' 48' 48" W.COLLEGE ST. 9+42.70 1-1 9+47.46 H-1 18.0 3 10 11 1 _ STORM DRAIN LATERAL RT. 9►47AO MH-1 9+55.38 EX..RCP 8.0_ 2 5 2.0 5 1 STORM DRAIN TRUNKLINE RT. CONNCECT TO EX.18"RCP 10+65.00 1-2 10+65.00 1-3 41.3 7 30 28 1 _ STORM DRAIN LATERAL RT. 10+65.00 1-3) 10+6&00 1-4 48.3 8 35 33 1 STORM DRAIN LATERAL RT.TO LT. 10+65.00 1-4 10+49.00 MH-2 16.1 2 10 9 1 STORM DRAIN LATERAL LT. 10+49.00 MH-2 10+42.66 EX.RCP 1 1 5 2.0 5 i STORM DRAIN LATERAL LT. CONNECT TO EX.12"RCP 12+50.00 1-5 13+29A6 1-7 94.4 19 70 74 1 STORM DRAIN TRUNKLINE RT. 13+29.46 1-T OUTFALL 66.0 15 55 56 1 STORM DRAIN OUTFALL,FETS&TRASHGUARD RT,0 13+72.46 1-8 13+40.01(J-91 33.0 5 20 23 1 STORM DRAIN LATERAL LT. 13+40.01 1-9 OUTFALL 38-5 6 20 28 1 STORM DRAIN OUTFALL,FETS 0 14+10.00 1-10 14+10.00 1-11 71.0 11 45 50 1 STORM DRAIN LATERAL LT.TO RT. 15+00.00 1-12 15+00.00 1-13 71.0 11 1 35 60 1 STORM DRAIN LATERAL LT,TO RT. 15+00.00 1-1 14+10.00 1-11 90.0 19 55 1 76 1 1 1 1 STORM DRAIN TRUNKLINE RT. (n uj 14+10.00 1-11 OUTFALL 1 66.7 15 50 57 1 STORM DRAIN OUTFALL,FETS&TRASHGUARD RT.0 Lu u 24+00,00(1-14) 24+00.00 1-15 5g 0 9 25 42 1 STORM DRAIN LATERAL I TO LT. Q w 24+00.00 1-15 24+00.00 M-4 21.5 3 5 12 1 STORM DRAIN LATERAL LT. mw (� 29+79.00 1-16 30+15.00 1-19 36.0 8 20 25 1 STORM DRAIN LATERAL I O ¢ 29+79.00 1-17 30+15.00 1-18 36.0 6 20 26 1 STORM DRAIN LATERALLT. w 30+15.00 1-19 30+15.00 1-18 59.0 13 40 48 1 STORM DRAIN TRUNKLINE RT.TO LT. aQ 30+65.00 1-20 30+15.00 1-19 50.0 8 20 35 1 STORM DRAIN LATERAL RT. in N 30+65.00 1-21 30+15.00 1-18 50.0 8 30 1 35 1 STORM DRAIN LATERAL LT. Q o 30+15.00 1-18 30+22.31 M 23.6 4 20 16 1 STORM DRAIN TRUNKLINE LT. z g 34+60.00 1-24 34+60,00 1-25 70.0 11 55 50 1 STORM DRAINLATERAL RT.TO LT. Q c7 34+60.00 1-25 34+60.00 M-6 13.5 2 5 6 1 STORM DRAIN LATERAL LT. _ z (� i 39+60.00 1-26 39+60.00 1-27 59.0 1 9 35 42 1 STORM DRAIN LATERAL RT.TO LT. (� j 39+60.00 1.27 39+60.00 M-7 24.5 3 15 14 1 STORM DRAIN LATERAL LT. W In 8+47 25.0 1 Fin T RT. 12"SLOTTED DRAIN d O 9+47 6.0 80.7'RT.. 18"x 36.0'RCP IRK. REMOVE 6.0' 1 z F- z 10+d9 6.0 1 44.2'LT. 12"x 77.V RCP IRR REMOVE 6.0' w 13+06 13+28 22.0 LT. 8"x 22-0'PVC,REMOVE UJ 13+28 1 55.1'LT. a 13+28 13+62 1 33.6 LT. 8"x 33.6'PVC,REMOVE m C 13+62 1 55.7'LT. z 13+64 65.7 1 12"x 65.7'RCP,REMOVE w 13+69 93.0 93.0'RT. Z 13+72 29.3 RT.,12"x 29.3'CSP REMOVE L9 33+37 6.0 RT. 12"x 79.8'RCP. REMOVE 6.0' LT. w 33+58 1 47.4'RT. 33+81 47.0 RT. 12"x 47.0'RCP REMOVE > 34+05 i 47.9'RT. U iw I - I I TECHNOLOGY BLVD.S. 51+73.33 1-22 51+78.80 1-23 50-7 1 1 8 30 35 i STORM DRAIN LATERAL RT.TO LT. 51+78.80 1-23 51+71.98 EX.RCP 1 8.0 1 1 1 1 5 1 2.0 1 5 1 STORM DRAIN LATERAL LT.,CONNECT TO EX.12"RCP FARMERS CANAL 20+46.28 M-2 20+46.27 M-3 105.4 72 305 2.0 178 STORM DRAIN TRUNKLINE RT.TO LT.,CONNECT TO EX.10'x 1D'BOX MANHOLE 20+46.27 M-3 24+00,00 Md 354.0 268 715 518 1 STORM DRAIN TRUNKLINE LT. 24+00.00 M-4 30+22.31 M-5 623.0 $ 475 1.305 $ 1070 i STORM DRAIN TRUNKLINE LT. 30+22.31 34+60.00 M-B 437.7 _ 324 1,345 $ 810 1 STORM DRAIN TRUNKLINE LT.,INCL.24"CANAL GATE 34+60.00 M-6 36+75.81 215.7 166 815 391 i STORM DRAIN TRUNKLINE LT.&CONNECTION 36+65.64 39+57.00 291.4 LT.,6W x 291.4°RCP,272.0 TO BE RELAYED,INCL REMOVE PETS&ANGLE CONN. 36+75.81 39+48.00 _ 272.0 208 1,330 2.0 409 STORM DRAIN TRUNKLINE LT.&CONNECTION 39+48.00 39+60.00 M-7 12.0 7 45 2.0 14 STORM DRAIN TRUNKLINE LT.&CONNECTION 39+57.00 1 40+99.37 142.4 1 1 1 1 1 1 1 LT.,6U"x 142.4'RCP.120.0'TO BE RELAYED,INCL REMOVE ANGLE CONN. 39+60.00 OWn 39+71.31 11.3 _ $ 11 40 S_33 _ 1 STORM DRAIN TRUNKLINE LT.&CONNECTION 39+71.31 40+91.37 120.0 92 590 2.0 207_ STORM DRAIN TRUNKLINE LT.8 CONNECTION 40 4 _ STORM DRAIN TRUNKLINE LT.&CONNECTION 40+gg.37 37(T TM-1 41++03.37.37 M-1) M-1 8.0 2.0 7 40 2.0 14 _ CONNECT TO EX.TEE MANHOLE 30+22.31 MS +34A8 OUTFALL 47.9 12 55 d3 OUTFALL,STORM DRAIN DIVERSION LINE LT. FETS&TRASHGUARD LT.B TOTAL 1,224.0 47.9 543.1 407.7 823.4 392.0 674.4 1,857 --. 18.0 4,754 6 1 2 4 8 2 2 1 1 1 1 11 4 SEE DETAIL SHEETS. @ SEE DETAILED DRAWINGS. # FOR INFORMATION ONLY,TRENCH EXC IS CALCULATED FROM BOTTOM OF BEDDING TO EXISTING GROUND. 0 FETS&TRASHGUARD INCLUDED IN THE COST OF PIPE. A FOR CONCRETE COLLAR CONNECTION TO EXISTING. $ QUANTITY INCLUDES 12"THICK GRANULAR BEDDING MATERIAL AND SUBSURFACE DRAINAGE GEOTEXTILE FILTER,HIGH SURV.CLASS A UNDER MANHOLE. C1dg W426000rdsumz03.dgn YONTANA D£PARTY REVIEWED BY ROAD PLANS COLLEGE-WAIN TO S 19TH-BOZEMAN STPU 1210131 -JmVw2 OF TRANSPORTATION 5I1212014 CHECKED BY IGALL ATIN COUNTY 1 9:51:13AM CPS-u216 CSF- 0.9994333TT UPN 7426000 SHEET 12 SUMMARY MEDIAN CONCRETE CURB * SIDEWALK linear feet square yards square yards linear feet STATION MEDIAN PVC REMOVE STATION CONCRETE SIDEWALK' CONCRETE SCH 40 MEDIAN CONCRETE REMARKS REMOVE DETECTABLE REMARKS 6 CURB 6' CURB 6' SIDEWALK WARNING WIDTH FROM TO TYPE A G # 4' FROM TO LEFT RIGHT LEFT RIGHT LEFT RIGHT DEVICES 10+62.00 1 + 564.4 61.5 CONIC.MEDIAN ISLAND&CONC.CAP,INCL- - + + 9.2 2.2 &0/11.5 INCL.1-140'&141T RADIUS 2 RAMPS TRANS.RT,TO EXIST. 1+30 4.0 MEDIAN DRAIN +18.40 9+4Z.04 139.4 INCL REMOVE SIDEWALKAT DZANS,RT.TO EXIST. 12+00.00 4.0 MEDIAN D +17.20 9+47.73 432 24,8 2.6 8.5 INC 1-50'RADIUa 2 RAMPS + 5 4.0 MEDIAN DRAIN +40. 1 + 22 11.5 INCL.1-63'RADJUS.2 RAMS 13+10.00 4.0 MEDIAN D + 4+1 1 0 14.0 11.5/6.0 INCL 1-150',145'.1-125'&1-50'R.-1-16.4'EXT,3 RAMPS, D.W.D'S +52.75 15+33.00 377.9117.7 CONC,MEDIAN ISLAND IN -1' II + + q 22 6.5/5.0 ma.i-az RAE)ua 1 RAMP 14+38,00 7.5 13+26 37 1 + 2.2 &0/11.5 INC 1-30'&1-125'RADIUS 1 RAMP 14+66.00 4.0 MEDIAN DRAIN 13+28 1 + 5.5 APPROACH APRON INCLUDES TAPERED CURB 15+08.00 4.0 +1 + 5 APPROACH APRON INCLUDES TAPERED gURB 15+80.50 1 +21.00 307.5 1 123.4 17+1 + 44.4 5.- APPROACH APRON,INCLUDES TAPERED CURB 16+75.00 6.7 MEDIAN DRAJN 18+42.30 + 32,0 5.5 APPROACH APRON INCLUDES TAPERED CURB 16+90.00 4.0 MEDIAN DRAIN 1 + + 7.0 APPROACH APRON INCLUDES TAPERED CURB 17+82.00 +16. 0 1- '&1-1&RADIUS 19+12M + 17.1 2,2 10.0 BIKE/PED.PATH CURB RAMP 17+82.0 1 +2. Q D&SLOPED SECTION&CONIC, AP + + 10.0 BIKE/PED.PATH CURB RAMP 18+97.Q0 +1 4.3 LANDSCAPED MEDIAN8 SLOPED SECTION (ZQAQ-QAP 20+09M 28.9 7.0 APPROACH APRON,JNCLUDES TAPERED CURB 18+04.00 6.0 LANDSCAPED MEDIAN ISLAND DRAIN LT.&RT + + 36.4 5.5 APPROACH APRON INCLUDES TAPERED CURB +7 0 21+50.00 357.1 38,5 CONC,MEDIAN ISLAND I -1' I +89.10 22+95.10 0.7 INCL REMOVE DETECTABLE WARNJNG DEVICES 0+00. 0 4.0 MEDIAN DRAIN2060 23+26.60 .7 INCL.REMOVE DETECTABLE WARNING DEVICES + 5 4.0 MEDIAN DRAIN +89.55 33+15.60 976.1 5.6 6.0/15.5 JINICIL 1-150' 145'&1-40'RAIDIUS,3 RAMPS 21+12.50 4.0 M LAN DRAIN +7180 28+28.80 23.7 5.5 APPROACH APRON INCLUDES TAPERED CURB 21+32.00 4.0 MEDIAN DRAI +13.80 29+75.60 28.0 5.5 APPROACH APRON.JNCLUDES TAPERED CURB N +1 OM 24+72.QD 541.5 1 ANDSCAPED $S�AN12.1VQ1.1-2'&1-1'RADIUS +5 0 29+64,00 &7 INCL.REMOVE DETECTABLE WARNING DEVICES W + + 19.8 LANDSCAPED MEDIAN I CTION&CONIC.CAP +93.00 29+99.00 6.7 VE DETECTABLE WARNING DEVICES Q0 + + 49.0 D ISLAND D MEDIAN &SLOPED SECTION Ji CONC + + . 4 31 515 APPROACH APRON INCLUDES TAPERED CURB f + B 0 8.0 LANDSCAPED MEDIAN ISLAND D f3T. p 4 11.515.0 W 140'RADI S 2 RAMPS TAPER TO TECHNOLOGY BLVD.S. - _ 23+72.00 4.0 MEDIAN DlRAIN 34+05.51 4+ 1.7 11.5/5.0 INC 140'RADIUS 2 RAMPS TAPER TO TECHNOLOGY BLVD_S. 24+32.00 4.0 MEDIAN DRAIN + + 68 . LANDS APED MEDIAN I + 9 +4 .7 114.0 INCL,1- H&140'RADIUS 2 S TAPERED O w - 26.0 LAND AP +6 9 13 5 4. H APRON INCLUDES TAPERED CURB �D MEDIA�LAND QL$LOPED S 35+49.66 +2 .7 26.0 4-0 APPROACHAPRON INCLUDES TAPERED CURB U) Q + 0 0 + 49-3 ND APED MEDIAN ISLANDS 1 +4 0 + 4 VARIES APPROACH APRON INCLUDES TAPERED CURB (� ti + . 0 6.0 (AND APED MEDIAN ISLAND DRAIN LT.A RT, 40+23.75 + ,7 110 APPROACH APRON INCLUDES TAPERED CURB Q O 4.0 MEDIAN DRAIN +85 0 1 4.0 MEDIAN DRAIN 50+73.90 _51+ 4&7 5.0 TECHNOLOGY BL D.S Ot�_ +65.50 33+13-00 713.4 LANDSCAPED MEDIAN ISLAND INCL.1-2'&1-1'Et6plUS 50+73, 1+ 1 47.5 1 &0 TECHNOLOGY BLVD.S. Q + 5 + 17.2 LANDSCAPED MEDIAN ISLAND&SLOPED SECTION + + 85.5 5.0 AVE �] wZ + + 68.5 LANDSCAPED MEDIAN 1 SLOPED PED SE I N +93.63 55+28J3 19.1 5.0 S.23RD AVE.APPROACH APRON + 6.0 LANDSCAPED MEDIAN ISLAND DRAIN LT.ART 55+2&13 55+7 .64 2&3 5.0 S.23RP AVE. 6.0 MEDIAN DRAIN 5314A fin 29.6 7.0 S.23RD AVE.APPROACH APRON W U) 31+ 00 4.6 MED DRAIN SUBTOTAL 45.7 168.5 3,362.3 587-3 24.8 166.2 45.3 --- 31+9000 4.0 MEDIAN DRAIN a C932+40.QO 4.0 1 MEDIAN DRAIN TOTAL 214.2 1 3,949.E 1 191.0 45332+90.00 1 z_ z + + 4 0MEDIAN DRAIN LANDSCAPED MEDIAN ISLAND INCL.2-1'RADII "RADII ARE MEASURED AT BACK OF CURB. W +52.00 38+20.00 88.7 LANDSCAPED MEDIAN ISLAND&SL PED SECTION&CONIC.CAP +2 4 + 7 LANDSCAPED MEDIA ] LAND&SLOPED SECTION&CON(-,.Cy4P Com+_A_o0 4.0 M IAND IN CURB Q z35+40.00 4.0 D DRAIN linear feet w . . MEDIAN IN i 39+89.0 4.0 MEDIAN 7+10.00 4.0 M STATION CONCRETE REMOVE 37+70.00 4.0 N CURB AND GUTTER CURB AND GUTTER LANE REMARKS z 37+90.00 6.0 SEPARATOR 39+18.00 6.0 P MEDIAN IN T.&R FROM TO LEFT RIGHT LEFT RIGHT 39+ 9.00 4.6 NI,u 7+7 0 B+8& 7 247.0 I -1 145'RADIUS v SONG.MEDIAN ISLAND&GONC._CAP.INQJ.1-2'RADtV 7+7 . 9+47.D4 4 A 7-6 4 + 0, 4 + 1 5 + 48 +47-73 4 INCL_1 RADIUS 4 + 4 + 122-4 N MEDIAN ISLAND ON PTW CQNNECTION LT, 1 + g5 2+14. 1I 1 45' -1 1-5��ORj6,1-164'KXT. 41+8&0 42+33. 0 122.4 _CONC. _DHAIN ISLAND O_N P'I W CONNECTION RT. 11+01.70 12+57-08 310-9 INCL.1 1-3 'RADIUS 41+10-00 &0 _MEDIAN DRAIN 12+97.0 13+52.0 TION 10.0'RT. +10.0 _ 4.0 -MEDIAN_0J3AIN 1 +2 .64 13+83-09 51.4 INI L.1-1 ' 1-9.5' &1-20'RADI S 1-2.T&1-11.4'FXT 14+04.92 33+13.24 093.0 I CL.1-30' 1-125' 140' &1-100'RADI TOTAL 5,297.8 170.2 260.7 819.0 15+13 0 18+05.00 79.4 INCL_2.2 ' 1 &1-10'RADIUS, INCL.CURB QUT "SEE GEOMETRIC&LANDSCAPE DETAILS.RADII ARE MEASURED AT BACK OF CURB,QUANTITIES ARE MEASURED AT FACE OF CURB. 17+10.0 10+04,00 137.3 INCL.2-25 1-6 &1-10'RADIUS #INCLUDES REMOVAL OF CONCRETE MEDIAN CAP. 1 +4 19+16.0 L - 011 1J1.T EXT. A SEE MEDIAN ISLAND DRAIN DETAILS. 1 +84.6 19+99.60 77.2 INCL.240'RADII B INCLUDES CRUSHED AGG COURSE. 20+p9.50 20+64.50 27.3 INCL,2TIVRADIL1-6.3'&142 21+ 9.6 22+30.60RADII, 2-14.9'EXT. +89.55 3 +15.80 906.3 INCL.1-150'.1.45'&14 'RADIUS FENCING* 27+73.80 26+28.80 43,8 INCL.1-21.&&1-22.0'EXT. +7 29+75-80 45.E C .2-22.8'EXT. _ linear feet each linear feet +3 32+09.64 8 A INCL.2-26 RADII 2-34.5'EXT. + 0 41+11-00 732-1 INCL.140'RADIUS STATION CHAIN WOOD CHAIN LINK CHAIN +4 40+94.75 734.5 INCL.1-100'&1-40'RADIUS LINK PANEL TEMP. FENCE PANEL LINK REMARKS 34+6 3 35+05.39 .0 INCL.1-15'RADIUS 1-17 1- FENCE FENCE FENCE GATE 35+49.66 36+26.70 772 INCL.2-25'&14.6&14'RADIUS FROM TO 4' SINGLE DOUBLE DOUBLE 38+45.00 38+96.00 1 NCL.2-15.8'EXT. _ 40+23,75 40+94.75 32.0 INCL.2-16'EXT. 28+24 29+29 105 105 LT. 8'TALL PRIVACY WOOD SLAT FENCE +7 51+49.97 80J TECHNOLOGY BLVD.S. 34+10 35+49 150 150 3 2 20 LT.,2-10'GATES +719 51+65.91 1 87.2 1 TECHNOLOGY BLVD.S. 53+36 54+99 165 165 2 RT. -Q-9c9l 56+45.00 33&3 1 1 S 23RD AVE. 53+39.79 56+45.00 1 395.4 1 S 23RD AVE + +23.13 30.0 18 23RD,AVE. 2-1 T SUBTOTAL 4,379.E 1 3,910.1 A48.4 267.6 55.0 TOTAL 8,269.7 316.0 55.0 TOTAL 315 105 420 3 4 20 RADII ARE MEASURED AT BACK OF CURB,QUANTITIES ARE MEASURED AT FACE OF CURB. NEW FENCING INCLUDES REMOVAL OF EXISTING FENCE. 'i a,Wgni7426000(dlum 02.don E 1GNED BV MONTANA DEPARTMENT , ROAD PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 1210f31 OF TRANSPORTATION 5/12I2014 CNECKcD BY GALLATIN COUNTY 9:51:19AM cP5-U2t CSF= 0.999433377 UPN 7426000 SHEET 13 SUMMARY MANHOLES IN PLACE ` WATER LINE INSULATION each square feet STATION ADJUST MODIFY REMARKS STATION INSULATION MANHOLE MANHOLE REMARKS LEFT RIGHT LEFT RIGHT FROM TO 13+35 1 75'RT.,SM.SEWER RAISE APPROX.02 EXISTING MH WTH 2RISERS FOR 1D,5" 10+65 64 RT.,AT EX.WATER MAIN&NEW STM.X-ING 17+70 1 13'LT. SAN.SEWER RAISE APPROX.0.8' 13+00 18+ 0 2.000 LT. ALONG EX.14"WATER MAIN WHERE EC.COVER LESS THAN 6' 19+29 1 I 6'LT. SAN.SEWER,RAISE APPROX.1.1' 13+32 130 LT.,ALONG REPLACE SERVICE LINE 19+72 1 1 4'LT, SAN.SEWER RAISE APPROX.1.0' EXISTING MH WITH 1 RING FOR 2" 1 +39 64 RT,.AT F-X.WATER MAN&NEW STM X-ING 21+72 1 1 2'LT. SAN SEWER RAISE APPROX.0.5' EXISTING MH WITH 1 RING FOR 2" 14+10 64 LT.,AT EX.WATER MAIN&NEW STM.X-ING 25+18 1 V RT. SAN.SEWER RAISE APPROX-0.5' EXISTING MH WITH 1 RING FOR 1" 14+10 64 RT.,AT EX.WATER MAIN&NEW STM X-ING 27+72 1 P RT, SAN.SEWER RAISE APPROX.2.0' EXISTING MH WITH 1 RING FOR 2" Q 15+00 64 LT. AT EX.WATER MAIN&NEW STM.X-ING 30+71 1'LT, SAN.SEWER RAISE APPROX.1.7' EXISTING MH WITH 2 RINGS FOR 5" ® 1 +42 80 LT ALONG HYDRANT LINE 33+83 Y LT. SAN.SEWER RAISE APPROX.0.8' EXISTING MH WITH 2 RINGS FOR 4" 17 7 160 1-1.ALONG REPLACE SERVICE LINES 19-18 104 RT..ALONG REPLACE SERVICE LINE 1 + 19+69 150 IT.,ALONG REPLACE SERVICE LINE 2 + 7 20+ fi 312 LT.,AT ADJUST EX 1 'W-ATER MAIN UNDER NEW STM TRUNK J E -N SUBTOTAL 1 2 5 1 22+47 0 IT,.REPLACE AT EX.WATER LINE&NEW STM.TRUNK LINE X4NG 24+00 64 LT.,AT EX.WATER MAIN&NEW STM X-ING TOTAL 3 6 25+04 120 LT.,AT EX,WATER MAIN&NEW STM.TRUNK LINE X-ING SEE DETAIL SHEETS.FUNDING 75%STATE&25%CITY, 27+74 240 LT.,ALONG REPLACE SERVICE LINE INCL.INSTALLATION OF NEW CITY OF BOZEMAN FURNISHED SANITARY MANHOLE FRAMES AND COVERS. 29+00 3 600 LT. ALONG EX.14"WATER MAIN WHERE EX_COVER LESS THAN 5' ®MANHOLE LOCATED IN LANDSCAPED MEDIAN ISLAND,SEE DETAIL SHEETS. 30+00 220 LT.&RT. ALONG NEW HYDRANT LINE 3 +15 64 LT.,AT FCC.WATER MAIN&NEW STM.X4NG 31+25 1 31+55 240 LT.,AT EX.WATER MAIN&NEW CULVERT X-INGS W +52 1 33+77 100 RT.,ALONG NEW HYDRANT LINE ~ ui * 33+52 33+79 100 LT. ALONG NEW HYDRANT LINE FIRE HYDRANT Q = 33+75 96 RT. AT EX.WATER MAIN&NEW STM X4NG each 34+60 64 LT.,AT EX.WATER MAIN&NEW STM,X-ING 36+99 37+00 280 LT.,ATADJUST EX,8"WATER MAIN UNDER NEW STM.TRUNK LINE X-ING 0 w _ 38+87 220 LT. ALONG REPLACE SERVICE LINE Cn G REMOVE FIRE RESET FIRE ADJUST FIRE FIRE HYDRANT REMARKS _ +60 64 LT_,AT EX.WATER MAIN 8 NE1N STM X-ING Cn U STATION HYDRANT HYDRANT HYDRANT 40+09 40+10 180 LT.,AT EX.SERVICE LINES az Z06 52+72 53+03 248 RT. AT ADJUST EX.8"WATER MAIN UNDER NEW STM.TRUNK LINE X-ING g LEFT RIGHT LEFT RIGHT LEFT RIGHT LEFT RIGHT 10+85 1 45 5 LT. 55+43 100 LT. ALONG REPLACE SERVICE LINE Q O 10+85 1 53.0'LT. Z 16+42 _ 1 36.9`LT. > TOTAL 6,376 V w 16+42 1 44_5'LT- w 'SEE DETAIL SHEET. V Cr 23+33 T 38.5'RT #FUNDING 75%STATE&25%CITY. W uJ 23+33 1 5.0'RT. INCL. 4"THICK POLYSTYRENE RIGID BOARD,TRENCH EXC.,AND BACKFILL. CL 24+94 1 88.5'LT- Z 30+00 _ 38,5'RT.INCL BENDS AT EX.SAN.SEWER X-ING z 30+16 1 7.7'RT. 33+52 76.0'RT. W n 33+53 1 81.0'LT. 33+54 1 58.4'RT. O = 33+56 1 80.6'LT, 35+42 1 3.1'RT. w 35+42 1 38.5'RT. z 40+42 1 INSTALLED IN 2009.RESET FROM 31.7'RT.TO 38.5'RT. WATER VALVE BOX 3 w SUBTOTAL 3 4 1 1 3 4 each J > TOTAL 7 1 1 7 ADJUST U "SEE DETAIL SHEETS.FUNDING 75%STATE&25%CITY. STATION WATER VALVE REMARKS S INCL TRENCH EXC.,BACKFILL,REMOVAL OF EXISTING HYDRANT ASSEMBLY,VALVES,AND LINE TO THE MAIN. BOX# INCL TRENCH EXC.,BEDDING,BACKFILL,NEW HYDRANT ASSEMBLY,VALVES,LINE TO THE MAIN,AND CONNECTIONS TO EXISTING. ®INCL RESET EXISTING HYDRANT ASSEMBLY,REMOVALS,VALVES,LINE TO THE MAIN,AND CONNECTIONS TO EXISTING. LEFT RIGHT 10+73 1 3,4'RT. 10+81 1 12-F RT. WATER SERVICE " 11+56 1 31.2'R . ADJUST WATER MAIN * ;9 24 659'RT. each each 17+44 1 24.2'LT. _ ADJUST 19+19 1 21.7'LT. WATER SERVICE STATION ADJUST STATION CURB BOX A REMARKS 22+47 1 22.7'LT. WATER REMARKS # 24+95 1 1 88.4'LT.AT ADJUST FJRE HYDRANT MAIN 25+04 1 20.2'LT. FROM TO # LEFT RIGHT LEFT RIGHT 25+07 1 16 6'LT. 13+32 1 3I4"SERVICE LI ST LT.FOR NEW APPROACH 25+41 1 18-7'LT- 2 + 6.80 20+ 5.80 1 LT.ADJUST 14"WATER MAIN UNDER NEW STORM DRAIN 17+07 1 314"SERVICE U 65'LT. FOR NEW SIDEWALK 33+61 T 22.8'LT. 38+ 9.00 37+ .00 1 LT. ADJUST 8"WATER MAIN UNDER NEW STORM DRAIN 19+18 314"SERVICE LINE,IT TO 34'RT.,FOR NEW ROADWAY 33+69 1 212'LT. 19+68 1"SERVICE LINE 61'LT. FOR NEW SIDEWALK 34+21 1 23.5'LT. 52+72.50 53+03.20 1 RT.,ADJUST B"WATER MAIN UNDER NEW STORM DRAIN 19+69 1 1-SERVICE LIN 61'LT. FOR NEW SIDEWALK 37+00 1 26.7 LT. 27+74 1 3!4"SERVICE LINE 76'LT. FOR NEW STORM DRAIN X-ING. 39+86 1 25.V LT. INCL.REPLACE EXIST.WTR.VALVE 38+87 314•SERVICE ONE,77'LT.,FOR NEW STORM DRAIN X-N . 55+40 1 1"SERVICE LINE,30.5 RT. 55+43 1 2"SERVICE UNE 25'LT OR NEW ROADWAY SUBTOTAL 12 5 TOTAL 3 SUBTOTAL 1 7 1 TOTAL 17 SEE DETAIL SHEETS. TOTAL #FUNDING 75%STATE&25%CITY 1 8 SEE DETAIL SHEET. INCL TRENCH EXC.,REMOVALS,BEDDING,BACKFILL,FITTINGS,VALVES,AND CONNECTIONS TO EXISTING. "SEE DETAIL SHEETS. #FUNDING 75%STATE&25%CITY. #FUNDING 75%STATE&25%CITY. A FUNDING 100%STATE. INCL.TRENCH EXC.,REMOVALS,BEDDING,BACKFILL,NEW CURB STOP&BOX,AND CONNECTIONS TO EXISTING. c:\dgn\7426000rdsurmOldgn DE 1 NED DY MONTANA DEPARTMENT IEWED ROAD PLANS COLLEGE-MAIN TO S I9TH-BOZEMAN STPU 1210131 OF TRANSPORTATION 5H 2I2014 CHECKED BY 9:51:26 AM CPS-U216 GALLATIN COUNTY CSF= 0.999433377 UPN 7426000 SHEET 14 SUMMARY TOPSOIL& SEEDING PAVEMENT MARKINGS cubic yards acres square yards INTERIM FINAL ITEM UNIT APPLICA- APPLICA- TOTAL STATION TOPSOIL SEED FERTILIZER iJGiTiON MULCH CO - SODDING REMARKS STRIPING-YELLOW PAINT gal TION' TION 2 TOPSOIL SALVAGING �.v _z_ SEEDBED COMPOST STRIPING-WHITE PAINT gal 27 27 FROM TO &PLACING N0.1 LAWN NO.1 LAWN WORDS AND SYMBOLS-WHITE PAINT al 5 5 7+70 _ 9+40 20 19 350 LT.&RT. STRIPING-YELLOW EPDXY gal 12 12 + 13+15 40 143 0.1 0.2 0.1 0.2 0.3 0.3 LT.&RT. STRIPING-WHITE EPDXY s) 39 39 13+15 40 329 0.4 0.4 0.4 0.4 0.8 0.8 9,70 LT.&RT.INCL MEDIAN ISLAND TOPSOIL STRIPING-YLW PLASTIC 41N In fl I Z233 2,233 +25 25+15 31 0.4 0.4 0.4 0.4 0,8 0.0 407 LT.&RT.JNCL.MEDIAN ISLAND TOPSOIL STRIPING-YLW PLASTIC 24 IN In R 123 123 +15 29+50 85 298 0.4 0.3 0.4 0.3 0.7 7 LT.&RT.INCL MEDIAN ISLAND TOPSOIL STRIPING-WH FLASfiiC 4 IN Inn 1,029 1.029 2 + 0 + 44 2 6 0 2 0.4 0.2 0.4 0.6 0.6 LT.&RT.INCL MEDIAN ISLAND TOPSOIL STRIPING-WH PLASTIC 6 IN Inn 1 395 1 395 33+8 + 25 3 0.9 0.9 0.9 0.9 LT.&RT.INGL MEDIAN ISLAND TOPSOIL STRIPING-WH PLASTIC 8 IN In ft 4403 4 403 5p+74 + 44 LT.& T STRIPING-WH PLASTIC 24 IN In it 884 884 53+05 +11 51 0.1 0.1 0.1 0.1 LT. T. WORDS/SYMBOLS-WH PLASTIC s R 1 964 1,994 CURB MARKING-YELLOW EPDXY al 44 44 TOTAL 380 1.742 1.5 2.7 1.5 27 4.2 4.2 3,233 INCLUDES CONDITIONING TOPSOIL BED FOR SOD- TEMPORARY STRIPING mile 2.6 REMOVE PAVEMENT MARKINGS Ink 22D FINAL SWEEPING AND BROOMING mile EL0.2 EDGE DRAIN & ROCK SUMP* THERMOPLASTIC TREATMENT lumpsum `QUANTITIES BASED ON ONE APPLICATION AT THE MAIN STREET/MALL APPROACH INTERSECTION. linear feet cubic yards square yards STATION PIPE-CORR EDGE POLY- DRAIN GEOTEXTILE REMARKS DRAIN ETHYLENE 4" DR.TY S AGGREGATE # W FROM TO 4"0 ~ 10+38 52 2 CONNECT TO PLASTIC PIPE AROUND NEW STORM DRAIN INLET AT +65 U F 10+ 5 + 20 + * Q = 1 + + 118 2 _ ALONG CURB CONNECT r 1 + WELL OO 10+ 4 2 7 SUMP 50.01 RT. G 11+64 + 26 lump sum each N 4 11+a + 172 .3'RT.AROU + STATION WATER WATER ABANDON REMARKS aj 14+ + WELL WELL WELL Q z 1 + + 8 J RT.TQ� T + PUMP 14+12 2 10 SUMP 34.0'RT, g + 77 .TO . 'RT.TO 34'RT.,CONNECT +12 RT. 20+67 9'RT GAUGING STATION Q Z 1 + + 86 15+0 3 12 SUMP.0_49AJ_EQRT 24+30 1 1 W LT.,IRR. CONNECT TO NEW IRR.SYSTEM > 15+02 2 10 T + 4 &T RT + TOTAL 1 1 1 m W y 15+02 541 'R 5 22 4 W `SEE DETAIL SHEETS. 19+95 all20+20 3 12 7 . ' TF IRR.DITCH Z + + 348 'RT. g + 67 ,_j ' T.T T TF T MP AT + RT W a + 2 9 P 4+ + 589 T. I + O 3 +88 72 3 11 4UM a T.AND T r T + RT.W POINT RETAINING WALL W. + + 25 2 . W linear feet ul + + 111 T TF T MP AT + 8 RT. Z w +6 1+ . 'RT STORMI INLET AT +TORM DRAIN INLET AT 30+65 STATION REINFORCED +6 + 517 4 STORM DRAIN INLET AT 34+69 RETAINING > +7 + 9 WALL t7 39+58 67 T + FROM TO +58 2 7 1-+0Y.00 18+97.00 204 V-6'WIDE CONIC.WALL&SLOPED SECTION LT.&RT. +62 40+94 132 22+30.00 23+20.00 194 1'-6"WIDE CONIC.WALL&SLOPED SECTION LT.&RT. 40+94 67 T EDGE DRAINS LT.&RT. OUTFALL TO SUMP AT 40+94 RT, 25+90.00 27+90.00 413 _ 1'-6"WIDE CONC.WALL&SLOPED SECTION LT.&RT. q +94 2 7 SUMP 36AY RT. 30+93.00 235 1'-6"WIDE CONIC.WALL&SLOPED SECTJON LT.&RT. 40+94 41+11 17 +20.00 39+20.00 209 176"WIDE CONC.WALL&SLOPED SECTION LT.&RT. +23 10+65 97 2 T TO PLASTIC PIPE AROUND NEW STORM DRAIN INLET AT 10+ + 5 33 T T3NNS LT.,OUTFALL TO SUMP T 10+65 LT. TOTAL 1,255 0+65 2 7 SUMP 81,1z LT. "SEE DETAIL SHEETS.SEE MEDIAN CONCRETE CURB SUMMARY FOR SLOPED END SECTION TRANSITIONS. 0+ 5 11+64 82 TIC PIPE AROUND NEW S10+65 1+64 14+12 21B 4 TO PLASTICPIPE AROUND N W STORM DRAIN INLET AT 14+10 14+12 16+17 205 4 STORM T 1 5+ 16+17 19,17 301 19+17 20+43 1 126 +50 23+98 348 29+z 88 +1 525 r + LANDSCAPING & IRRIGATION +20 3Q+65 4s30+65 + + TORM DRAIN INLET AT 30+65 lump sum +33 31+45 41 D-vi.T.TO 30.3'LT,OUTFALL TO FILL SLOPE + 3 STATION 1+a + 172 LANDSCAPING IRRIGATION REMARKS 1+45 SYSTEM +17 + + FROM TO q+4 + 31 4 41.3'LT.,CONNECT TO PLASTIC PIPE AROUND NEW STORM DRAJN INLET AT �+79__ -17+7D 91 3+90 42+114 0.5 0.5 COLLEGE ST.,NORTH BLVD.TREES&MEDIAN PLANTINGS 7+70 313+80 111 _ 54+11 56+45 0.5_ 1AVE.,3.23RDEAST&WEST BLVD.TREES +812 39+58 78 +62 40+94 132 TOTAL 6.162 647 28 114 TOTAL 1 1 "SEE DETAIL SHEET. `SEE DETAIL SHEETS. #SUBSURFACE DRAINAGE FILTER GEOTEXTILE CLASS A. 0 INCL COST OF HORIZONTAL&VERTICAL BENDS,CONNECTIONS TO EDGE DRAINS&OUTFALLS,AND FLEXIBLE DELINEATORS. 3 c:\dgn\7426000rdsumz02.dgn DES IGNED BY ROAD PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 121043) 2 MONTANA DEPARTMENT REVEWED BY OF TRANSPORTATION 5/1212014 NECKED BY 1 9:51:33 AM CPS-u216 CALLATIN COUNTY CSF= 0.999413377 UPN 7426000 SHEET 15 HYDRAULIC DATA SUMMARY DESIGN FLOOD BASE FLOOD(1%) OVERTOPPING FLOOD 2 STATION STREAM NAME SIZE/TYPE REMARKS MAGNITUDE FREQUENCY H-W.ELEV. MAGNITUDE H.W.ELEV, MAGNITUDE APPROX.FREQUENCY H.W.ELEV. (IF NAMED) STRUCTURE 1O U (cts) (^i) (fl.) (cfs) (n.) (Cfs) (%) (n.) (FLOOD OF RECORD,Qp(max),etc.) 31+41 EAST CATRON CREEK(OVERFLOW) 43 J"x 26 "RCPA 72 2 4,861 80 101 4,B62.10 72 1.99 4,861.80 OVERTOP BACK OF SDWK.AT 30+15.00 AT 1.99%CHANCE(51 YR.FLOOD) 31+50 EAST CATRON CREEK 43 4"x 26�"RCPA OVERFLOW INLET ELEVATION SET AT 4,861.10 U WF ~ w Q r v UCn Qy G o Qz 1 Um U � W ' N a� H- z � Z UJ O " Z � a W W Z z z W J Z U NOTES : * H.W.ELEVATIONS SHOWN ARE BASED UPON PEAK FLOW ANALYSIS UNLESS NOTED IN REMARKS COLUMN. EXCEEDANCE PROBABILITIES OSTRUCTURE SIZE OR TYPE AND RELATED HYDRAULIC DATA MAY NOT REFLECT CHANGES MADE DUE 25 YEAR 4%CHANCE TO RIW OR OTHER CONSIDERATIONS(I.E.,STOCKPASS ADDED,STRUCTURE SIZE OR TYPE CHANGED, 50 YEAR 2%CHANCE ROAD GRADE CHANGED DURING CONSTRUCTION,E rc.) 100 YEAR 1 %CHANCE OOVERTOPPING IS DEFINED AS FLOW OVER THE ROAD,FLOW THROUGH A SIGNIFICANT RELIEF STRUCTURE 200 YEAR .5%CHANCE OR FLOW OVER THE BASIN DIVIDE WHICHEVER IS LOWER. 500 YEAR .2%CHANCE OHIGH WATER ELEVATIONS MAY VARY SLIGHTLY DEPENDING UPON THE PIPE OPTION SELECTED 3 cAd9nV426000rdhdsz01.d90 OESIG ED B YONTANA DEPARTMENT RE E ROAD PLANS COLLEGE-MAIN TO 5 19TH-BOZEMAN STPU 1210131 2 OF TRANSPORTATION 5I1212014 CHECKED BY CSF- 0.999433377 UPN T426000 SHEET 16 9:51:39 AM CPS-U216 GALLATIN COUNTY STORM DRAIN DETAIL SA. 00 NOT DISTURB 1*01, CURB $ GUTTER T+70 TO 7+94 RT. w' 10 T 2 S N R 5 E WTR. VALVE 8+05. 53.3' LT. 1 _ WTR. VALVE 8+05. 56.3' LT. ar m HYDRANT 8+12. 4J.4' LT. MATCH EXIST- � ,• I o r- TREE 8+33, 54' RT. PAVEMENT 2 I i TREE 8+J7, 59' RT. CURB STOP 8+39, 45.7' LT. 1-3 1-4 ti m 1 I Z I MALL SIGN 9+15 LT. "''r tJ - Q I a I WTR. VALVE 9+68. 21.5' RT. a�`• .-, j PI=12+02.86. o t 1. A =66' 25' 29" (LT) SUMP 12+48, 86' RT. tP ', R =170' Flasr 1 3+03.00, 67.24' LT. j q 12 STM. OR. 12♦4B TO 12+83 RT. 1_2 \ s P y6 T =I 1 1.30' URBSINLET 12+123+" TO 13+i9 RT. ' 9 L =197.09' NT�NKATE 1 IT x 37.3' CL. 5 RCP IRR. WITH 12" FETS o r c r• BANK SIGTktN 13+18 LT. I tDa�P �0# E =33. 19' INV. OUT EL. = 4,860.58 a \ 1" L ,__ CURB INLET 13+19• 7B.2' RT. f-` ' \ QG `n N = 522,287.281 DO NOT DISTURB 51 -•• 1 tp S =N.C. Jt EX.SIGN$BASE \. w DECORATIVE LUMINAIRE 13+23 RT. I 1 \ ; 'f� l 1, to E = I,565,854.61 3 _ .' TREES AROUND E%. RETENTION y.. m DO NOT DISTURB BASIN. 13+45 TO I5+10 RT. I + r • EX SIGN +' STORM DRAIN UTILITY CROSSINGS R \\� 1-9 I0+65.0, 13.9 RT 8" WATER X ING - � ?•„ P �� a pTIN VALLE- - 1^L - 13+10.9, 50.6 RT UG FIBER X ING EX. 'i I-8 GALL 13+39.5, 65.8 RT 10" WATER X-ING / 1t � RAW �4 I 1 3+4 1.4, 67.9 RT UG TEL X ING / /41 - 7 13+42.4, 69.0 RT UG TEL X-ING -- - _ 1 3+48.3. 75.5 RT 8" SAN. SEWER X-ING DO NOT DISTURB ` 7 \ 1 3+74.80, 103.65' RT. MATCH EXIST. EX.BIKEIPED.PATH �/ I�.-' .��`2�= _-• _ 18" X 64.0' CL. 4 RCP IRR. PAVEMENT _ 18" FETS WITH TRASHGUARD I - _ _ •t:::,+ ,^"' INV. OUT EL. = 4,858.45 \� __5�4_, ',4-►rr"-E N 522, 115.602 E = I.565,923.491 w 1 I _y EX' > s Y DO NOT DISTURB TREES V) DO NOT DISTURB AT EDGE OF EXIST. W r CURB$GUTTER DO NOT 11��JJ r 1 - _ _ - - RETENTION BASIN W m DISTURB TREES 0 .I N I m w ,n I - ,n rn c I J ti ,. ti .,1 r ,n - - % rn Q - - m �.-:�. \ m 2 Ln m - O -i O J � �� •I Vo a ,n ,n r a m rn c-� ! J m J o to a K r r. m m Ix 0 rn m ( , m r- m tL w r;2••` ato;4 o4'n4 ¢ In Go �l \ 1 - Ln'w m_jFmv� /Ry9�o O 0 r- L- - I 1 V1 z Lo z .v 0 VI Q JUj2 a,H „ (_I NOTES: .1-N , t0 N II 1 REY KI N„ N (� N f In _ `v to - N w t0„ _ } 1 W IN Ll a to _ uiOi a to„ O Q 0 NOTES: m ="0p�^ 1. PIPE LENGTHS SHOWN ARE INSIDE EDGE-TO-EDGE O0 ww°0 I �m-iN' c°D f �4w4 BETWEEN CURB INLET OR MANHOLE BARRELS. ~v ti (1JQJ"�4 < 1 L� 04110 _cv�wuj p� I. PIPE LENGTHS SHOWN ARE INSIDE EDGE-TO-EDGE J o_r„r- oo `' _„"' t _2 '-�' o "' r-Z �' Z .� „�„ „ m BETWEEN CURB INLET OR MANHOLE BARRELS. 0 J 2. INSTALL DETECTABLE WARNING TAPE CENTERED ,�- J zQ •z o J 1 ,Q, ,1 N v o J o Q' z 0 0 to z "in J OVER ALL STORM DRAIN TRUNK LINES AND `10 m `+°m J I-T r �lv +w� Q w Lu 2. INSTALL DETECTABLE WARNING TAPE CENTERED + w LATERALS. INSTALL A MIN. IB" AND A MAX. 24" oSw 0 w>; I 1 „naw ,.,taw � 0 In O F l to Y O ->_ O r> > OVER ALL STORM GRAIN TRUNK LINES AND ° L�w z BELOW FINISHED GRADE. -u r,.1 r- -L) w z z r_ I 00 NOT _I-w z c r w z z v C LATERALS. INSTALL A MIN. 18" AND A MAX. r r wI­ . - DISTUR�'TREEBr- Q, o . a o = aa= = o = a= o - a= = o W W 24" BELOW FINISHED GRADE. - N„ 3. INLET I-6 INTENTIONALLY OMITTED. ip< rn m r K N N I, - I m O m N,I °'O rr N N rr - -Mr.7-N =M(.7�-CA =cHU' --V1 =MI.O-V7 =rn0--0 Li V. � z - ..- - - _ - FINISHED GRADE ATg COLLEGE ST.W a I � { 4874870 w --- - -- �- - - - - - EXISTING GROUND Z - - - '� MH I AT c L L ECE Sr c� 4865 . - - -- - 1 {- - �_ - - - - - - �- _ -- _ 4aG �. - - - - - -�- - i - 1 - - - - - - - -- TEL --- 4860 4860 - - 18-x-- .4' RCP IRR s 4855 - - - _ - -� �- -1 _ �- I I- I - IaPPRox -"( 4855 -- - - - - .. I _. q.. DEPTH 4.9• I fig,, _ -'- 18' x 6:0' P IRR. 4.6' 7tG'�f'_.._ -- - CL. 4 MATCH EX-SLOPE - --,- - - - -- - -- 5" �6.OE S IRR. .,.. - l-- - C . 4 AT Ot 40 MAW - _ -_ _ _ _ _ _ I- THxo_ - 4850 4850 - {- L. MATCH X. LOPE _ - - -1 ---� - - - - - - 12" xI' 12. I' RtP IRR. --- - -� -- - --- - -- - ----- -I. - -j _- - - I -- - - - - CL. 15 PATCH EX. iSLOPf - 4845 „ - - - - i- - --- - _ - xi NM - - - - - A- - -- - 4845 -. _ _ t0 m O v J W q3 -- _ x W - _ .7 aD L'In - - wv - -- - - - ow - tOwMd 4840 I -- -- - I - r w - ' ^P�I,J .�WA - --�.Wo t0n' oW� �=co ,�-•1� p�� �^ a�OW� ?. �p0 .IW2 - - .-� - J - Od �r - - -- - - - - - •.�O * u a•VO•i°�Ww� - - - - - - -�- - - - -- - - -- 6;CO i'OW��r i` O1 V1 Diu ,n I O y u, 4835o•: -- - I - -� - - -- - �ovWg oW"i�k �i 20� "J�J- $ -stim=; ��-- -- - 4835 to h 0. w a > - -- '^ w - ' Mq�c . _�j �w - - - - - - - -- N°oW �� x �c°,wza { - NVW o`t - i - -_� - - - - - - moo - ^�w^^� �� .Gi N a. <^ - n,: - f- - I - - - - - - - - - - 4830 ->� F- �.iy - p�%<oa } o�yv a�¢� a� ��c����in I �t _ �vu 48_i(i _ - - - 8 10 /0 12 /4 3 MONTANA DEPARTMENT x:Adgn\7426000rddetr0l.dgn OE9IGNED BY I ROAD PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 1210(3) ED 2 OF TRANSPORTATION 5/12I2014 CHF.CKEU DY GALLATIN COUNTY CSF= 0.9994333T7 UPN 7426000 SHEET 17 9:51:59 A� M CPS-U218 -_ - DO NOT DISTURB STORM DRAIN DETAIL TREES AROUND EX, RETENTION BASIN, 13+45 TO I5+10 RT. TREE 16+OB, 7T' LT, O P TREE 17+27, 85' LT, Lr) TREES 17+70, 130' LT. TREE 17+84, 75' LT, T 2 5 N R 5 E TREE 18+94, 66' LT. r C'V D' NEW IRRIGATION N PI=I' 04' 18 ,D SHRUBS 19+75 TO ` I RCI REALTY m WELL �I A I' 04' 59" ( T) rn 20+10, 66' LT. _ dR� eR !!! R �27,000' WTR. LINES 22+47 LT•, 4D BRIDMER APARTMENTS T =255.20' r 25+04 LT., 25+07 RT, I'12 APARTMENTS + I L 2510,3 8' + v�FIRST A rE DO NOT 011MI N '\ E 1.2 1EST CO a - `" WRAILER ARK I BANK NEW CURB CUT+ CAFE zvoecC TREES M-3 I M-4 \ S -N.C. r TRAILER PARK I-I O GRADE TO DRAIN-- j I I / I• I DO NOT DISTURB u r-P'^ a TO ROCK SUMP L `r/ I + DISTURB 1 I I 1 �1 II EX.WTR.LINE DO NOT DISTURB I I�, D NOT EX.WTR.LINE I - I 1-13 DO NOT DISTURB / �' t,l:f1kOR T I SHRUBS • 1-1 5 I y REPLACE WATER SERVICE pp'''' A SEE DETAIL SHEETS I II TREE 11 B EX. ADJUE 'vVATER MAIN -- __/ EXEASE. SEE DETAIL SHEETS 1 _ THe TH7O'R/W - _ EX. EASE._ _. rHs G _- __-ti' --- II -EX. EASE. !1 11 U --- - U tti -fermi �TH3 -�l• �r fl��,�-fA� --I�•-f lb- _ --- _- .. : 41•!s - ---- - J� t•�r•bs " -- -_ --=- - •~ SCT-�''- > >--Y+- 3•�-r o•zc -'1FY3_k t*_x-- --- - - a N __� • -- -- • --J 1- • �3 • -I-=-- :__ - - ST-2 1- • 'v. .,x �ti --- 3 =� .. ._ r c::q: ?-cp W. COLLEGE ST. "•• - f' ' _ _ j j -n i STB f i- - - S 88' 16' 12" E y- ►=�eTa+=. 4 � +�r= -= ' tee =_ - --- �_�'-�- 7�, _ r rc- rn- ro- -r4r- rs- �~ m- f _ - --- !►`---P{ - .lr _-L s.. - ....w. -+ 1••- - - �.r��. n - -- n- EASLPATHn V`e 4,; EX. R/W ` EASE PATH j._ DO NOT DISTURB K DO NOT DISTURB TR �� / DO NOT DISTURB EX, bl-2 EX.BIKEIPED.PATH 1-14 r- W H I { AT EDGE OF EXIST. I - - BIKEIPED.PATH AEte+FrO>w RETENTION BASIN eozEMAN CHRONICLE w QW O�lyl i '� r` z Vl H / ID O a �Il �i �!� a00 a m , STORM DRAIN UTILITY CROSSINGS �Q m �j om N W N W 20+46.3, 37.4 L T UG GAS X-ING N w 1O w i ,name Ln a'^c STORM DRAIN UTILITY CROSSINGS In uT D'mv a > Y 20+46.3, 22.7 LT 14" WATER X-ING m ascn . Na -r •R -r I4+10.0. 25.0 LT 14" WATER X-ING r Q NOTES: v N" I 20+q6.3, 3.4 LT I5" SAN SEWER �~rri" 0'wr� ,D .D I4+10.0. 24.5 RT UC CAS X-ING 1 IN 24" STEEL CASING X-ING c'' w - N-j�" - STORM DRAIN UTILITY CROSSINGS O ' m •,n coo •rn I. PIPE LENGTHS SHOWN ARE INSIDE EDGE-TO-EDGE 14+10.00, 96.24' ftT. °D� ' 0D� ' 14+10,0,--39.7 RT UG FIBER X-ING _ 20+46.3. 28.6 RT UG FIBER X-ING IOPTICOM) o� w o= w 25+04.5, 50.4 LT 6" WATER X-ING BETWEEN CURB INLET OR MANHOLE BARRELS. 06 z 18" x 64.7' CL. 5`RCP IRR.owQL'm owPL'm 14+Ib.0. 42.2 RT UG TEL X-ING i 20+46.3, 38.9 RT UG FIBER X-ING owP ui oz - 25+38.3, 50.2 LT UG FIBER X-ING O� g uj 18" FETS RT. WITH r „� I4+10.0. 45.2 RT UG FIBER X-ING (OPTICOMI 20+46.3, 45.0 RT UG TEL X-ING oz"w" 6 '. w° 25+57.3, 50.2 LT UG FIBER X ING o z " " o z Z" 2. INSTALL TRENCH PLUGS AT A 300' SPACING TRASHGUARD - o� o o� 14+10.0, 55.3 RT UG TEL X-ING 26+60. I, 50.2 LT UG FIBER X-ING ALONG THE TRUNK LINE, SEE DETAIL SHEET. 20+46.3, 47.0 RT UG TEL X-ING o- o� o ?o� Qz NV. OUT EL. = 4,858.44 +m +m 14+10.0, 65.2 RT 10" WATER X-ING 22+47.4, 50.8 LT WATER LINE X-ING v¢w vmw 26+62.3, 50.2 LT UG TELS X-ING > N a 522, 122.601 Pcrwjx `irw� V w E I,565,959.760 -u w? u w i ti 1 5+00.0. 4 1.3 LT UG FIBER X-INGT 8" SAN SEWER X-ING 23+00.0, 33.8 L T UG TEL X-ING N 3)w z ti N oU F z z m 27+63.3, 50.5 L T UG G BE X XNC G 3 OVE INSTALL R AL STORM DRA/N WARNING TRUNK LANESCENTERED (� r 24+00.0, 33.2 LT UG GAS X-ING o �= a= o "= a= 0 15+00.0• 24.8 LT 14" WATER X-ING 24+00.0. 19.5 LT 14" WATER X-ING �_= a. o n= a= = 0 27+74,5, 50.6 LT WATER SERVICE X ING LATERALS. INSTALL A MIN. 18" AND A MAX. W rn �u-Er CNJ v -` o- 15+00.0, 28.2 RT UG GAS X-ING 24+00.0. 0.7 RT 15" SAN SEWER X-ING °woN" _Lm6NNn =MC]-N =rn f,-VI =rn C7-Ul -cL�--ln 28+27.4, 50.9 LT UG GAS X-ING 24" BELOW FINISHED GRADE. a ,� jj � m 5 4870 j„ _ i I M-2 4870 _ !! _ _ FINISHED.GRA A W. 1 I-II3 COLLEGE IST. I I - ',`'j FINISHED GRADE A i l w KI 1-11 T L 6 FO ~rk o TH COLLEGE ST. 1 4865 1 - °uiwv0Hnv � - I I EXISTING GROUNDAT I i 4865 w I - - -- NEW S DRM-TRU K4 �-- J - EX. 44"1 -1 A 6 I DI NOT DISTURB r Sra`rEtNW J aas SERVICE Ex. 88" x 54"x 7T07' CPA �VEW 73" x 45" 1 x NtIV 60" x 3 �.0'' TOPINc�60J1 p 4860 4860 - 6.4' RC AA RICP /RB... CL. 2 A -O.-TOX. _ r - l °dvOF AT Q_5 I - i rI A } SERV yI{p EL.1, .10 WUNKNOWPI - TOP 1 � ; C,EL 869 r0 N <WrR 1 I NEW .r�r 60" . CL. 2 AT-0:9 � DEPrHUNxNOWN 485'i 4855 _ i I EL I 0 c - 1q. Xi 86. RIPP I J � I� � SEW�R �r3R RCP IRR. - - - d 4 AT .410X b CASING 1• 3 8 � }POPE I961-2 iH1 mmmza 1 ro - ti APPROX ; t 8 oAEl.o nrOR) 4850 j � DEPTH 9,1, _ y b TOP EL.1,85,228 .-_ - - - Dp f /TH8, 4850 4 70/+sL 1, .2. I t 70W 1 , 'n I u i`^vi L +1 FIBER 0 RC W tl- i �w1ti - o7'OPEL ,B19.Ie< 4845 x Io `,I° _ od 1 --I I 484`i -•m W J (ktnq : M D1� ' i 1 Z O -J r - _1 - 4_1• �- �U �uQDi°pti Zvc�r uO1iM I u IJu to 1tb 4DfJ U) moo,l- I I{It{I I O O Oh - O �' ML 4840 O1 J. .,� r rr� a,O10 I ( I I �o I I �Om ��o -- - nod ?moo 4 -1 -- I 4840 N- O N �.-- • I�I.. � p 1 W �R % Wtico tp N1. UV00VVCffffff NO U I In oZ b o ooi�n , uU-, V12D 1t Ups I 1 4835 �J - I Zo.wo . Q. 2: y4835 ��W •\ �iW '�\T - __- _�� � �41�xa i I - ���wl r�k W k -- - New ¢�� - '. �� ��i ='1 �N'W� I .02 N. ¢ rl.'Z: O -- - O. �e�Ii�e; - Co oJUO 00!Mg{ O�"1 O u b� No I �. 4830 _2vt� -in �vca--in I I NU U ��I�r.h(i _ -�r.T bl/1 imQ: 'Dln _I_ 4830 15 20 25 - -- - -- - - - 3 c;ldgnV426000rddetz01.dgn DESI NEDBY MONTANA DEPARTMENT REVIEWC•U BY ROAD PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 1210(3) Z OF TRANSPORTATION 5/12I2014 CHECKED BY 1 9:52:07 AM CPS-U216 GALLATIN COUNTY CSF= 0.9994333T7 UPN 7426000 SHEET 18 DO NOT DISTURB 30+34.48, 98.35' LT. STORM DRAIN DETAIL TREE 30+50, 70' LT. & 30+70, 70' LT. WELL IN PL.S75'IGN IT. 32+23 24" x 42.9' CL. 3 RCP IRR, DECORATIVE SIGN WITH ELECTRICAL 33+zs RT. 24 FETS WITH TRASHGUARD Q TREES 33+42. 90' TO ITS' RT. M NV. OUT EL. = 4,851.39 T 2 S N R 5 E V I 8' ETR. LINE 33+69 RT. z N = 522.289.000 h 1 o _ -- TREES 34+20. 75' TO 165' RT. E = I,567.588.001 I V I M Q oz TREES 34+35 TO ]5+50, 70' LT. aw - - - ,T II- _ PI=38+38.42 I o DECORATIVE SIGN WITH ELECTRICAL 34+45 RT. uw ,1 Q I DONOf DISTURB 0 np• 22' 21" (LT) I o+ FENCE�r�,� TREES 34+35 TO 35+50. 70' LT. TREESFV WAGON WHEEL f - ��w (!THISTORIC PROPER+82 TO TY)LT. TRAILER PARK 'I I R =78,OOO W M 5 a DO NOT DISTUr , 8 o ro T =253.55' v~0 CURB ASTOPS6R80X 0+09 LT WEST COLLEGE W 'f I I �r II + HISTORIC DO NOT + m TRAILER PARK 19 Ml III M-6 M+ L -507. I I RESIDENCE O 1-21 ---� wAaonwNE I N 1 1 1 E =0.4 V i - - �EX.WATERP �¢ CU BITER SERVICE 0+10 T. I-I T 1-1 8 TRARE= { RIVATE V APARTMENTS - I gERVICES� �W CURB,STOP 8 80x 40+10 Li. ADJUSTWATERMAIN. __ I RSIDENCE I a S N. M-7 'PSloo E�rDiTs a z G f 1-25 REPLACE WATER SERVICE- Z (M I Hi SEE DETAIL SHEETS _ SEE DETAIL SHEETS EX. EASE'. I 11' f . Q. f ADJUST WATER MAIN 1-2 7 E X. R/W Ld _ - 1 1 . I ' 16 11 I - SEE DETAIL SHEETS 1 v'sa fn_.� fn•� eo a ea { _ --V.-� a _sat. '!L pf T dce� LC =derv- -- _ 1� - ' ---- - ._.- - `�r`�Lz �v �•#ya_+t�eko�`� �� -- �- - -:d k: cal- -� Ift- W. CO LEGE ST. - STd -- -� 3u- _ - ----- ` �� -- -- _ S 88• 16 12 E r_ ::..... .:::::_ ----------:: - - _. --" - I-Ll� I-2 '�•' :�:::_:_::::f:=;_._� - " I " 3 T S 88' 38 33 L - 3a-s --r �� -- - -' �••.r1t1 - - -=cl��= --T< - S7� - ^-- T" "' •��=-� 3c--��-_�• _$�•�-T�%�•• 4a7��- =-�� =<y�.,F o -- y - - 1 - - --- ..a -8iy ---- - -- - - - -- �• _. -- - +-m DO NOTDIBTUR8JE EX. R/W of-.-•-• .-as__.. '--�- I 16 1-20 f c¢.rw I7kEE963GN �� 1• (Ir s! re--- EX\ PATH ENSE. - �'- REPLACE 1-19 I_w � '�'I DO NOT DISTURB39+60.R0, 044.17 LTIL IUG PWRT Y �X�I�NG1-24 EX.BIKE/PED.PATH / I-26Iu HYDRANT LINE a REPLACE RANT LIN \` o 39+60.0, 41.5 LT UG GAS X-ING SEE DETAIL SHEETS I w SEED AIL SHEETh 'I i, `_Ww w � DO NOT DISTURB W Ld }�Y 39+60.0, 25. 1 LT 14" WATER XING J J TECNPI TREES&SIGN J / _1 39+60.0, 21.0 RT UG FIBER X-ING m O Z L0 Z v 01 I� N Z N zN vv D v ` U 1I1 N N^ STORM DRAIN U4ILITY CROSSINGS n N� 39+98.2, 54. 1 LT UG GAS X-ING r- rl H- ~m N 30+15.0, 21,3 LT 14" WATER X-ING ~ ~m o+ o�w 40+08.7, 54. 1 LT 2" WATER SERVICE m J m J� m ,� �� I� m J Ju lI- w a; m J� m 01 a. m m,/1I`��L o mm.n a Ln a n a n o �n 3p+I5.0, O.B LT 8" SAN SEWER X-ING a n mLn = 40+09.7, 54, I LT 2" WATER SERVICE m m m m _ m _ m ..- m _ ao m m OQ NW NW NV InLnln NU 'n'n NW NW lD O^W NW NV 'n �/ 30+16.6, 34.5 LT UG GAS X- NG NW NOPPERBLDG, u In N Mmmm ' Mmm O O • OI - v Nm LO mw na v na v n,y_ v n,&_ v no Nv InaNc ^ �,a_ _ N�aQv nn _v uToeol v 33+35.0, 53.4 LT UG FIBER X-ING (OPTIC(�1'nYD+Q ^eCcn 4' Q oi�^ a a,H^ a Di - - - a 0i •QQ a v+l a a,I— •„ r •v,i,o r� a,Fr- o .v R 33+57.9. 58.2 RT WATER HYDRANT X-ING/ a;H •I. of •`Ti, NOTES W W W N N N 1•'1 W N N - W^ y N N N N „ „ _ N w _ N ,N.O �„ ` No 'D - w - QJw,I 33+75.3, 60. 1 RT 8" WATER X-ING LD T"JIA II Q p min co in oco ID om �o min m�In •> °' J.. ` > mJN °D�^ 00° J 33+79.6, 53.6 LT 8" WATER X-ING \ m�In odo Sul 1. PIPE LENGTHS SHOWN ARE INSIDE EDGE-TO EDGE 2 o�QwN o�QwN OZVJJJWLo OZQ JJW,r.� o�QW,D orQw� mmzv w-' llmwQ oI-Q:w� oZQ Jw'n o�Qw,� oZ��wm BETWEEN CURB INLET OR MANHOLE BARRELS. g o J rr �� rn Oa www oa ww Ln o J Fa ow v o� M w v ow m o¢ W 33+87.7, 61.5 RT 8" SAN SEWER X-ING \Ow ,n o¢ w p�_ � „ �- � „ J r - „ .rJ H J r � „ 34+60.0, 37.4 LT UG GAS X-ING •J � n Qz =J o'? OJ n zzzo� n zzo� �? of in z" eD zox InoZ"o� og :3, o ZOJ z "o� o zoo 2. INSTALL TRENCH PLUGS AT A 300' SPACING Q -- o - o - o - -o w o 'D o ti� ow do o LID o LD o 34+60.0. 23.9 LT 14" WATER X-ING Lu-, o 0 o ALONG THE TRUNK LINE, SEE DETAIL SHEET. Z +mJ +mJ +05 +IriJ +mJ +mJ +JmJ mc^ ±JmJ +mJ +mJ .., 34+60.0, 23. 1 RT UG FIBER X-ING +ao +mJ D'�w G'mw ofw -- o�w o¢w In O�w x f CT O¢w Q�w Qfw �'O:w� m () w N> >,n "'> >In "'o »»o "^o »>o `^> >,n r'r> >In zo »u �'S "'z> >in "'> >in '^o »o 36+10.4, 54.3 LT UG TEL X-ING m5 > ^'Tow»o 3. INSTALL DETECTABLE WARNING TAPE CENTERED > uw�I� uw�I- uw????In uw���vl uW�r- uw�I- xuw??� �Z' xuw�I� uw�I� uw�?N uw3r- uw��- OVER ALL STORM DRAIN TRUNK LINES AND /� 36+99,q, 54.4 LT 8" WATER X ING V w '6 I- „ � F- O�- C r „�u H- a ♦ N u I- v_ r vi r ti V) LOKNO LDWN� m�NNmm� mwNNm� NLOD_'NO NLO�N� NI--mmNN O `NrzoX n,'o'NO nI.'NN i 38+72.4, 54.2 LT UG GAS X-ING N�a�No NcomaNN- LATERALS. INSTALL A MIN. 18" AND A MAX. W _MC0-V =MCC- v�7--^^I/ =vCO--^N =in 0^V =m0-V1 - cC7--Vl CL= Mf7^Vf =MfO^N =ct,^^V 38+87,4, 54.2 LT 3/4" WATER SERVICE _ )c, -vo-_In 24" BELOW FINISHED GRADE. a z FINISHED(GRADE A z M_6 COLLEGE IST. C M-7 z 1 11 39 71.37 TO 40f91.37 IWIL g M 5 31+25,l0 6 31+34.80,52.5'LT. EX IST I G GROUN AT RELAY 60" x 120.0' RCP IRR. m_ 4865 t I NEW431-x26j-RCPACU.LVERTX--ING I NEW STORM TRUNKLINE I ! _ CL. 2 AT 0. 177 k -ejBEj5 - NEW 73-x 45"RCPA IRR.STM.PR. (ADJUSTED2WIF SERVICES BOT,PIPE ELS.4856.6.0.4'CLEAR. I j A I )))) T M I W DEP7HIUNX TH 7 z ,_4860 _I - - - IFIBEROP77c1 ,_ L W;R Re NE // E 6p„-X I °AFr_ 170 yndt�aWrn - - a:sRVICE SE E 4860 w DEPTH UNKNOWN { 33 TH CL. 9/ TOP EL.1, .33 EP7}I NKNOHTI (OF+1iCOM/ KNOWk C ONC Ap �CON b/R/{, 08 +67 2=1 4855 . RC ATRO. wTR.LWE ) - - - - - _ __ _ 4855 .85 NEW 60" X 6►4.0' `i I Te EMOti£ 60�, X 142 R. CL, 2 3IuN•tOCATABUE) �%839f4 .Op- TOAELW74Rt.21 RCPiIRR. 54;. NEW 73' x 45" x 427,7' CLFARTO4,834.40 I NEW 60" x 210.7' RCP �E72.0� RCP I ANGLE L¢NG F DJ �OT DIST B RCPA I R, CL. T AT ! IRR, CL. 2 AT 0. 177. T 0. 17% CNN, 1 L RCP R. 4850 4850 ; 1 t- 39#48.00 TO 39460.00 - _-in I g NEW 60" x 11.0' RCP 40191. 7 TO 40#99.37 4845 `O I JI f I in 'v Lo 1R1�. CL. 2 T 0 /77. I NEW 60" x 8.o' RCP a - -_-. _ - a _ ° ca I _ i IRR. CL -2 AT o. 17z 4845 �'•- €-'- 9+60.00 TO 9+71.3 .�N � - C m B D p I N 60" x 3' RCP•r m o o 1R CL. 2 AT 0. 17Y, d i Nr W •�C w € .nro�� •n I I m t ,n,n� Ih,'' 4840 caco I _ f as y r I J_.� 11 v I I, v 4840 JQ Ww2OWa •w V W I - OZ ti �; o o Oki Z) o I o I O 2 w o z 4835 _ N21 x44�go I_ _ `� vp' a o L`in % _ �` oWr ? - - - - - t 1 - 4835 I in 1W� : x 10 WQ; WQ 2 ems_ W Lu Q h .33 � Lo Ob aNt2 M_W� o:4(L�2O S W-J.Ii Wei OQbi�22"1 _i W W J Q. �wLti Qco oM����N c�iU` �O',. OiQo � � i U c�.� tO.1� Gi o x0p� 4830 Nu? 1 i $w2 �w ( ow� ow wN' oli^ o w °�'I �z� _ i 4830 -y-W,j{_. I7lW\t ( 41 Wlh Q W O,4 'R am\ ' ^1 F� �1 F` �11 1+' aF� Q. li Q. NT� UN Oyu OR Mi O M� �.,� r.`Oj I I �OQLu W'L. �- Ir10uW e000 h�i ��� �OE,IW �O W in ZI O•�o-Lu N 2x • 1 N zt P ;t �r. xx m i2 rn� 22� N �x ui on � � � �_ .Ox Ioo�. 11LL o � .O$ •I- .O r:. 2�' _.o � .Qx -� x v-' 4Z J�J x , I N�•1NO iI LD�UO 01JU Ip+ NO �01J - O OJ O OLClO i Pk00 O 4825 inNin ? I I- Wiuov a-�N� GIn I )c, 4�-i - 'nc,� iG,C�-wln Mc�`t'cI vcrG vc��-c� ti nWl_v 0 4825 30-- - - - --- - - - -- -- - 35 -_ 40 cAdgn\7426000rdde� dg 0l. n DE I NE BY MONTANA DEPARTMENT R ROAD PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 1210131 2 OF TRANSPORTATION 5/1 212 0 1 4 CH GALLATIN COUNTY CSF= 0.999433377 UPN 7426000 SHEET 19 1 9:52:15 AM CPS-U216( DETAIL STORM DRAIN LENGTHS INLET/MANHOLE STATION EDGE TO CENTER TO INLET/MANHOLE COORDINATE TABLE * EDGE CENTER FROM TO LENGTH(ft) LENGTH(ft) INLET/MANHOLE INLET/MANHOLE N OR Y E OR X RIM/GRATE COLLEGE STREET NUMBER STATION COORDINATE COORDINATE ELEVATION(ft) 9+42.70 RT./1-1 9+47.40 RT./MH-1 14.5 _ 18.0 COLLEGE STREET 9+47.40 RT./MH-1 CONNECT TO EX.18"RCP 6.0 8.6 1-1 9+42.70 RT. 522.422.892 1 565 536.813 4859.46 10+65.00 RT,I 12 10+65.00 RT./1-3 37.8 41.3 MH-1 9+47.40 RT. 522.425.316 1,565.554.397 4859.43 10+65.00 RT./1-3 10+65.00 LT.11-4 44.3 48.3 10+66.00 LT./Ih 10+49.00 LT./MH-2 12.1 161 1-2 10+66.00 RT. 522 331.250 1 565 633.893 4862.05 10+49.00 LT./MH-2 CONNECT TO EX.12"RCP 6.0 8.0 1-3 10+65.00 RT. 522,347.407 1,565,672,088 4862-73 id 10+65.00 LT. 522 366.181 1.565 716.471 4861.78 12+50.00 RT,11-5 13+29.46 RT.11-7 90.4 94.4 MH-2 10+49.00 LT. 522.380.359 1 585 709.001 4861.75 13+29.46 RT.11.7 13+74.80 RT.OUTFALL 64.0 _ 66,0 W1-5 12+50.00 RT. 522 185.628 1 565 791.E 4862.52 c~1 1-6 OMITTED 13+72,46 LT.1" 13+40.01 LT.169 30.5 33.0 Q F 1-7 13+29.46 RT. 522 164.979 1 565 879.696 4661.74 13+40.01 LT.11-9 13+03.00 LT.OUTFACE 37.3 38.5 x NB 522 C�C _ _ 14+10.00 LT./1-10 14+10.00 RT./i-i i 67.5 71.0 0 13+72.46 LT. 275.841 1 565 923.947 4862.70 a b9 13+40.01 LT. 52Z276.211 1,565 891.500 4862.75 15+00.00 LT./1-12 15+00.00 RT.I 1-13 67.5 71.0 U < 15+00.UO RT.11-13 14+10.00 RT./1-11 86.0 90.0 t-10 1 a+10.00 LT. 522 260.353 1 961 318 4861.87 14+10.00 RT./i-1 i 14+10.00 RT.OUTFACE 64.7 66.7 Qai 1-11 14+10.00 RT. 522 189.316 1 ses 9eo.51 48B2.11 z 1-12 15+00.00 LT. 522.259.337 1,566,051.310 4862.15 24+00.00 RT./1-14 24+00-00 LT./1-15 55.5 59.0 z 0 g 1-13 15+00.00 RT. 522 188.300 1 588 .505 4862.39 24+00.00 LT-/1-15 24+00.00 LT./M-4 151 21.5 Q z 1-14 24+00.00 RT. 522,177.782 1 566 950.294 4863.99 z9+79.0o RT./1-16 30+15.00 RT./i-i 9 32.5 36.0 24+00.00 LT. 522 36.816 1 566 951265 4863.99 29+79.00 LT.I W7 30+15-00 LT./1-18 32.5 36.0 30+15.00 RT.11-19 30+15.60 LT./1-10 56.0 59-0 1-16 29+79.00 RT. 522 162.866 1 567 528-689 4861.17 30+65.00 RT. 1-20 30+15.00 RT./1-19 46.5 50.0 _ W y 1-17 29+79.00 LT. 522 221.879 1 687,530.472 d86i.17 30+6&00 LT 1121 30+15.00 LT./1-18 4&5 50.0 1-18 30+16.00 LT. 522 220.793 1,567,566.456 4861.13 30+15.00 LT./I-18 30+2Z 31 LT./M-5 16.6 23.6 a L7 1-19 30+15.00 RT. 522 161.778 1,567,564.673 486i.13 2 1-20 30+65.00 RT, 160.268 1 587 614.650 486120 i 34+60.00 RT.11-24 34+60.00 LT./1-25 66.5 70.0 1-21 30+65.00 LT. 522.219,283 1 567 616.433 4861.20 34+60.aO LT.11-25 34+60.00 LT.I M-6 6.6 13.5 OWl- 1-24 34+60.00 RT. 522.14 .343 1,568,009.470 4863.14 39+60.00 RT.11-26 39+60.00 LT./1-27 55.5 59.0 i 1-25 34+60.00 LT. 522,218.353 11,568,011.585 4862.92 39+60.00 LT. 1-27 39+60-00 LT./M-7 18.5 24.5 w1-26 39+60.00 RT. 522134.146 1,568,509.410 4861M TECHNOLOGY BLVD.S. z 1-27 39+60.00 LT. 522.193.169 1.568.510.909 4861.96 51+73.33 RT 1 i-22 51+78.60 LT./I-23 47 2 5D_7 z TECHNOLOGY BLVD.S. 51+78.80 LT./1-23 1 CONNECT TO EX.12`RCP 6.0 8.0 w 1-22 51+73.33 RT. 1 522.i 16.542 1 1,567,950.983 4062.49 FARMERS CANAL 5 1-23 51+78,80 LT. 522 123.526 1 1 567 900.812 1 4862.17 20+4626 RT_/M-2 20+46.27 LT./M-3 98.4 105.4 20+46.27 LT./M-3 24+OD.00 LT./M-4 344.0 354.0 FARMERS CANAL 24+00.00 LT_i M-4 30+22.31 LT./ M-5 614.0 623,0 30+22.31 LT./ M-5 34+60.00 LT./M-6 427.7 437.7 M2 20+46.28 RT. 522 157230 1,566.596.485 EX.BOX MH 34+60.00 LTJ M-6 35+75.81 210.7 215.7 _ M-3 20+46.27 LT. 522 262.646 t 566 597.650 4865.87 36+75.81 39+48.00 #272-0 #272.0 M-4 24+00.00 LT- 522,258292 1,566.951.618 4864.78 39+40.00 39+80.00 LT./M-7 8.0 i2.0 M-5 30+22.31 LT. 522.243.041 1,567,574.441 4861.97 39+60.00 LT./ M-7 39+71-31 7.3 11.3 M-6 34+60.00 LT. 522 231.826 1,568.011.992 4663.62 39+71.31 40+91.37 #120.0 #120.0 BEG.RELAY 36+75.81 LT. 522 225.702 1 568 227.649 BEG.RELAY 40+91.37 40+99.37 TO 41+03.37 LT./TM-1 8.0 8.0 M-7 39+60.00 LT. 522,217.640 1,568,511.529 4862.76 TM-1 END 40+99.37 LT. _ 522.214.411 1 568 650.774 END EX.TEE MH 30+22.31 LT./M-5 30+34.48 LT.OUTFALL 42.9 47.9 TM-i CENTER 41+03.37 LT. 522,214.330 1 568 654.774 ENTER EX.TEE MH STATION,OFFSET$COORDINATES TO CENTER OF BARREL(NOT TO CENTER OF RIM/GRATE). # LENGTH 15 RELAYED PIPE STORM DRAIN COORDINATE TABLES MONTANA DEPARTMENT ` 09Oi7'2GOWrdd.LZ03,d9n DESi DBY ROAD PLANS REVIEWED BY COLLEGE-MAIN TO 5 19TH-BOZEMAN STPU 1210131 OF TRANSPORTATION 95x22AM CPS-U21 CNECKE09Y GALLATIN COUNTY CSF= 0.999433377 UPN 7426000 SHEET 20 DETAIL EXISTING GROUND EXISTING GROUND OR ROAD SUBGRADE ----M ----------------- ----------------- T- - flF I TRENCH BACKFILL 1D TRENCH WIDTH VARIES STORM DRAIN ROAD SUBGRADE —! -- -------- - j III 1•g• V-g" III: TRENCH BACKFILL 1Q Iz 3"(TYP. _I I I 1'-5"BEDDING MATERIAL SPRING LINE -I I LI I� 3-0 SPECIAL SPECIAL BORROW _ GRANULAR BEDDINGQ RCPA MITER BEND TABLE LOCATION OFFSET ELEVATION SIZE LENGTH FILTER,HIGH SUBSURFACE DRAINAGE G A TEXTILE 31+53 =40.72' RT 4,857.45 43$"X 26 i" T Ww I(=1 I I-1 I I 11=1 I I-1 1=H I i�l I I-1-1 I I-1 1=11 I- I Ell FL--- F i i I—T I I I 11 1 t—ITi M.1 f ~ w STABILIZATION GEOTEXTILE 6"MIN. Q = (SEE DETAIL SHEET) O �d 43 "X 26 "RCPA CULVERTS 12"TO 24"RCP STORM DRAIN 1M NIL Q07 w az z w W ' N1 a� z Z EXISTING GROUND EXISTING GROUND Y _ _ - Wg m w _ I�- I I E_f z TRENCH WIDTH VARIES = TRENCH DTH VARIES z WI I STORM DRAIN w f I 1 IF STORM DRAIN > w — w_ - c7 ¢ TRENCH BACKFILL 1 �d - f 1LI I I - o x-o• H= REFERENCL POINT o � p I I BACKFILL )zz ILL —I GRANULAR BEDDING(2 F fl GRANULAR BEDDING�2 SUBSURFACE DRAINAGE GEOTEXTILE - SUBSURFACE DRAINAGE GEOTEXTILE RCPA MITER BEND 1- FILTER,HIGH SURV.CLASS A —� FILTER.HIGH SURV.CLASS A STA.31+53 I I=rz 1 I=1Ti=l -III=1 I I-III=1 Tl'-O" V-0"MIN. MIN. 73"X 45"RCPA STORM DRAIN 60"RCP STORM DRAIN NOTES: CULVERT AND STORM DRAIN (D PLACE TRENCH BACKFILL PER STANDARD SPECIFICATION 603.03.4. BEDDING DETAIL GRANULAR BEDDING MAY BE SUBSTITUTED AT NO ADDITIONAL COST 02 FOR GRANULAR BEDDING USE COARSE AGGREGATE FOR CONCRETE NO.2 GRADATION PER TABLE 701-4 IN STANDARD SPECIFICATION 701.01.2. CULVERT AND STORM DRAIN BEDDING RCPA MITER BEND DETAIL NOT TO SCALE c 5�1gn 7,120000rdd"t:0).dgn DESIGNED RY -- MONTANA DEPARTMENT REVIEWED BY ROAD PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 1210I31 Nl OF TRANSPORTATION 5N 2I2014 CHEC DBv GALLATIN COUNTY CSF. 0.999433377 UPN T426000 SHEET 21 L 1 9:52:40 AM CPS-U210 ti MATCH EXIST.EL 4,851.0 CHANNEL FAST CATRON DETAIL M MATCH EXIST.CHANNEL i I BANK PROTECTION U M SHAPE&DIMENSIONS ' T11`/ 1 I EGB DO NOT DISTURB \EC I EXIST.POWER POLE BOTTOM OF CHANNEL VARIES 10'TO 16' 10 YEAR STORM EXIST � HIGH (UPSTREAM OF WEIR) '{ WATER ELEVATION . I IN WATER LINE BOTTOM OF CHANNEL NEW EXISTG (DOWNSTREAM OF WEIR) THALWEG GROUND T 2 5 N R S E •� � � �� - EXIST.THALWEG 1 - - -EXISTING GROUND CONTOURS 1 p0 NOT DISTURB EXIST,CHANNEL CONSTRUCTION LIMITS NEW EASE. • - Z:i DT FLOWL TO TOP MANU\\_ __ 2:1 li li A 1 I�IN. OINE _ 1L M EXIST. KEY GEOTEXTILE PER\ r �� 1 FACTURER'S qs 1 T. �OF WEIR DROP RIPRAP �� (` -( __ LASS 1 RI R COM A v�1•_EE - -__ EC16 PERMANENT EROSION 1.8'MIN. ECf7 EC15- EC14 CONTROL GEOTEXTILE DEPTH - HIGH SURV.CLASS A - ITIZpN _ QQ - FILTER MATERIAL NO.2 EC4 =� - - 31+27 TO 31+62 LT. CLASS 2 RIPRAP L 2l3 1/3 I TO FILL VOIDS IN THE BOTTOM NEW 24'STM.DR.OUTF LL -` -� O ` FILL EXIST.CANAL TOP ROCK ^ AND SIDES OF RIPRAP INVERT EL 4.851.39 EC3 - - Q� Q Q I r OFFSET WEIR TO THE OUTSIDE FROM MANHOLE AT , L ` ' - _ Q SEE WEIR DROP YO - OF THE DOWNSTREAM TURN STA.30+22.31,52.00 LT. -- ( - - Q Q -D7 PLAN DETAIL CLASS 2 RIPRAP MATCH EXIST.EL 4,851.4 I I FOOTER ROCK MATCH EXIST.CHANNEL S SHAPE-&DIMENSIONS i C „•- MATCH EXIST.EL.4,852.0— T _ SECTION B-B MATCH EXIST.CHANNEL I EC13 �` 1 NOT TO SCALE SHAPE&DIMENSIONS I B IC D C::� DO NOT I TO �_ - - -NEW EQGE J 'T DRESS B� I Q DRAIN OUTFALL I I EX.EASE. . r _ Doi, ECIS I I co ui _ •� r W r FILTER MATERIAL NO.2 10 YEAR STORM w r 1 _ / I I TO FILL VOIDS IN THE BOTTOM VARIES 10'TO 16' f - � / WATER ELEVATION Q ~ -q-- - -_ 1 - tiie I I &SIDES OF RIPRAP ( T NEW -EXISTING THALWEG GROUND S T M 1 STM � ► o - �� STM 1 1 1 1 NEW STOIRE DRAIN NEW 43 a"X 26 8"RCPA CULVERTSTRU 1 1 1 1\ Q MI z INVERT OUT ELEV.4,B56.91 �AtZIE \Fs••- g M EXIST. KE M GEOANUFAC I�UR PER ERS� N FIR ?a r04s 7 O a;1 CIT.FLOWLOINE TO TOP PLAN RECOMMENDATIONS OF WEIR DROP RIPRAP (7 SCALE 1"=20' y 1.3'MIN. Q z PERMANENT EROSION DEPTH CONTROL GEOTEXTILE V W HIGH SURV-CLASS A CJ EAST CATRON COORDINATE TABLE CLASS 1 RIPRAP 2/3 1I3 W OFFSET WEIR TO THE OUTSIDE IL z POINT STATION OFFSET NORTHING EASTING DESCRIPTION IES OF THE DOWNSTREAM TURN z i 3 + 105.11'LT. 22295.343 1 567,60t998 - MATCH EXIST. _ �IQ•(NJ� �i ECa 30+4741 96.93'LT. 522.287.190 _1 567,600-886 _MATCHMCIST, W a E 30+4 19 94. 4'LT- 222 4. 14 1 567,600.583 MATCH EXIST._ SECTION C-C EC 30+33.97 96.40'LT. 522 287.068 1,567,587.431 OcoZ EC5 30+3L14 105.79'LT. 52229 ,541 1567584.889 \ NOT TO SCALE EC6 30+29.71 118. 2'LT. 522309,110 1,567,583.942 MATCH EXIST. \\ w EC7 30+35-61 11 'LT. 522 309,208 1.567.589J43 MATCH EXIST. z EC8 30+44.18 119.00'LT. 522 309.350 1,567,598.325 MATCH EXIST. \ 43 "X 26 "RCPA t7 EC9 30+34.48 8.35'LT. 522 289.000 1,567,58B.001 NEW 24"STM.DRAIN OUTFALL 1 FILTER MATERIAL NO.2 w EC10 31+ 1 LT. 2 249.556 1,567,675.421 TO FILL VOIDS IN THE BOTTOM 8 SIDES OF RIPRAP A EC11 31+31.45 'L 511 7Q� 567 683.094 2! EC12 31+24. 6 'LT. 60-351 1,567,077,256 CLASS 2 RIPRAP v EC13 31+21-63 'LT. p 1,567,674.625 TOP ROCK EC14 31+16.61 90,59,LT. 78,769 1,567,669.804 -BOTTOM OF 3.6' EC15 31+06.67 LT. 56765SL963 1 0.85'DROP CHANNEL 1.5% C16 30+9 •38 'LT. 1,567,649,640 II (TYP•) - +1556 EC17 30+85,89 'LT. 567 63 226 MATCH EXIST,ELEV.&CHANNEL 1.5% _ EC18 31+33.43 'LT 1,567,686.023 FLOW -'--- N. MIN. MIN. I CLASS 1 RIPRAP CLASS 2 RIPRAP / I. 10(TYP') PERMANENT EROSION MATERIAL NO. FOOTER ROCK CONTROL GEOTEXTILE TO FILRL VOIDS IN THE 2 VARIES 10'TO 16' 10 YEAR STORM HIGH SURV.CLASS A BOTTOM&SIDES OF RIP WATER ELEVATION EXIST. EXISTING I CLASS 2 RIPRAP GROUND TOP ROCK T � `?� /�S THALWEG J \OAS �1If�`�� I CLASS2RIPRAP SECOTTONALE D-D Oq•7 A 213 1>3 FOOTER ROCK •••••-••-•- '-- - 2'MIN.FROM EXIST. OFFSET WEIR TO OUTSIDE DT.FLOWLINE TO TOP OF DOWNSTREAM TURNS KEY GEOTEXTILE PER OF BANK PROTECTION MANUFACTURER'S 2.6'THICK RECOMMENDATIONS CLASS 2 RIPRAP WEIR DROP LAYOUT PLAN PERMANENT EROSION NOT TO SCALE EAST CATRON BANK CONTROL GEOTEXTILE CLLAASSA HIGH SECTION A-A PROTECTION DETAIL NOTE: NOT TO SCALE NOTE: EAST CATRON 1.INCLUDE EXCAVATION$FILTER MATERIAL 1,INCLUDE EXCAVATION 8 FILTER MATERIAL WEIR DROP DETAIL NO.2 IN THE UNIT BID PRICE PER CUBIC EAST CATRON BANK PROTECTION NO.2 IN THE UNIT BID PRICE PER CUBIC EAST CATRON WEIR DROPS YARD OF CL.2 RIPRAP. YARD OF CL.1 RIPRAP. STA.30+29 TO 30+49 STA.30+85 TO 31+35 3 cAdgnV426000rddetzl0.dgn DESI NEO BY YONTANA OEPARTAI£NT RMED Y ROAD PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 1210f31 2 OF TRANSPORTATION 5112/2014 CHECKED BY GALLATIN COUNTY i 9:52:55 AM CPS-U216 CSF= 0.999433377 UPN T426000 SHEET 22 DETAIL CONCRETE ADJUSTING RINGS, 2"MIN,12"MAX. CENTER BACK ROOF SLAB OF BARREL OF CURB CENTER BACK A=MZ OF BARREL OF CURB s VARIES INLET CASTING I INLET CASTING 24'OPENING NEENAH R-3067-L VARIES NEENAH R-3067-L SEE NOTE 1 DEETER 2047L, DEETER 2047L, CURB FLOWLINE D&L 1-3517, CURB FLOWLINE SEE NOTE 1 OR D&L I-3517, OR APPROVED EQUAL I OR APPROVED GRATE ELEVATION (BICYCLE SAFE) GRATE ELEVATION - I EQUAL(BICYCLE SAFE) L CONCRETE _ CONCRETE ADJUSTING RINGS, I ADJUSTING RINGS, 48'RCP IRR.CLASS 2 " 2"MIN,12"MAX. 6" 2"MIN,12"MAX. 6 (SEE DTL.DWG.621-00) (SEE DTL DWG.621-00) 24"OPENING SEE DETAI6"ROOF L THIS SHEET SEE DETAI 6"ROOF L THIS SHEET " i OPEN[ G DEPTH VARIES STORM " - STORM DRAIN 48"RCP IRR.CLASS 2 STORM DRAIN DRAIN 36"RCP IRR.CLASS 2 " LATERAL • - LATERAL LATERAL DEPTH DEPTH VARIES VARIES INVERT INVERT ELEVATION _ INVERT ELEVATION ELEVATION w y 9"SUMP 9"SUMP 9"SUMP SEE NOTE 3 - CONCRETE BASE VSEE NOTE 5 SEE NOTE 5 . • , . , SEE DTL.DWGS w Q ~ 6"PRECAST BASE 6"PRECAST BASE SEE DETAIL THIS SHEET SEE DETAIL THIS SHEET N a 48"TYPE 3 STORM DRAIN MANHOLE QCOMBINATION MANHOLE&CURB INLET 36"CURB INLET-TYPE A 0 Q °z �] -y CENTER BACK 1�. > ONE EXTRA BAR TYPE 4 DROP OF INLET OF CURB VVV IN BOTTOM CENTER BACK INLET GRATE VARIES W rn (ALL SIDES) TYPE 4 DROP OF INLET OF CURB SEE DTL.DWGS.a SEE NOTE 1 8"SPACING SEE DTL #4 BARS AT INLET GRATE DWGS. VARIES CONCRETE ADJUSTING C7 . Z EACH WAY SEE NOTE 1 RINGS,2"MIN,I MAX. g OUTSIDE I (SEE DTL.DWG.621-00) I - ROOF SLAB SEE DTL. W a ��DIAMETER I DRAWINGS m 24" i o z w 1 ENING i 30" i \' #4 BARS AT 8"SPACING STORM OUTSIDE FOR 36"BARRELS, DRAIN 48"DIA.MANHOLE DIAMETER #4 BARS AT 6"SPACING STORM LATERAL 36" FOR 48"BARRELS DEPTH DRAIN VARIES LATERAL DEPTH VARIES 6"PRECAST —INVERT INVERT • 6"ROOF SLAB BASE ELEVATION ELEVATION L �� 9"SUMP 9"SUMP CURB INLET PRECAST BASE CURB INLET ROOF SLAB SEE NOTE 3 + SEE NOTE 3 F CONCRETE BASE-/ CONCRETE BASE SEE DTL.DWGS. SEE DTL.DWGS. TYPE 4 DROP INLET COMBINATION TYPE 3 MANHOLE TYPE 4 DROP INLET NOTES: 1.DIMENSION VARIES BASED ON TYPE OF INLET.PLANS BASED ON 11Y4"FOR NEENAH INLET. ADJUST STORM DRAIN PLAN OFFSETS&DIMENSIONS ACCORDINGLY BASED ON TYPE OF INLET USED NOTES: 2.SEE STORM DRAIN DETAIL SHEETS FOR INLET AND MANHOLE LOCATIONS AND DIMENSIONS. 1.SEE 604 SERIES DETAILED DRAWINGS COMB. MANHOLE& CURB INLET FOR ADDITIONAL MANHOLE AND INLET DETAILS 3.PROVIDE INLET CASTINGS AS SHOWN ABOVE WITH 5/8"SMOOTH ROD CENTERED IN OPENING AND REQUIREMENTS. 48"TY. 3 STORM DR. MANHOLE AND A 4"MINIMUM TO 7"MAXIMUM HEIGHT OPENING.PROVIDE INLETS WITH A LOGO CAST INTO THE CURB PIECE STATING"DUMP NO WASTE,DRAINS TO WATERWAYS"OR SIMILAR. 2.SEE STORM DRAIN DETAIL SHEETS FOR 36" CURB INLET-TYPE A 4.FURNISH MANHOLE WITH STEPS WHENEVER THE DEPTH IS MORE THAN 48" INLET AND MANHOLE LOCATIONS AND DIMENSIONS. CURB INLET PRECAST BASE SEE DETAILED DRAWINGS FOR STEPS. 3.SUMP DEPTH IS FROM LOWEST INVERT ELEVATION CURB INLET. ROOF SLAB 5.SUMP DEPTH IS FROM LOWEST INVERT ELEVATION. 4 DO NOT PROVIDE SUMPS ON MANHOLES TYPE 4 DROP INLET 6.USE CLASS CID CONCRETE. GREATER THAN 48"DIAMETER. COMB. TYPE 3 MANHOLE 5.PROVIDE MDT STANDARD MANHOLE FRAMES&COVERS. &TYPE 4 DROP INLET NOT TO SCALE 3ARM* cldgnV426000n1deh03.dgn DESIGNED BY MONTANA DEPARTMENT RF.V!FWFDBv ROAD PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 1210I3) OF TRANSPORTATION 5/12/2014 CIIECI:F..0 9'i 9:53:03 AM CPS-;--- GALLATIN COUNTY CSF= 0.9994333T7 UPN 7426000 SHEET 23 DETAIL STANDARD FRAME&COVER, 12" SEE DETAILED DRAWINGS ADJUSTMENT RINGS AS NEEDED ACCESS 6' MANHOLE STEPS 2"MIN.TO 12"MAX, 73"SPAN- OPENING RCPA ' 'ACC OPENING 12' ROOF SLAB , 60"DIA RCP 2 EXTRA BARS \ / 1 OPENING ; IN BOTTOM .0 REINFORCED CONCRETE tell. I I P i 1 T MANHOLE A A 8" } - jT - STANDARD MANHOLE STEPS i �•-- r SEE DETAILED DRAWING 604-02 120" 1� ][ 12" 16" r1 60'DIA.RCP 10.80, 73"SPAN t 'I RCPA I, \ o I REINFORCED CONCRETE MANHOLE 1 EXTRA BAR IN BOTTOM I PLAN 12` y ui TYPE 3 MANHOLE ROOF SLAB t2 f' _- -+--►�T� - #4 BARS AT 12"MIN.COMPACTED MIA 6"O.C.EACH WAY W DIA. SLAB BOTTOM TOP GRANULAR BEDDING DIA. BARS BARS MATERIAL t J LL _1 \ w Q = 120" 142" #5 AT 4" #5 AT 6" � 120" I SUBSURFACE DRAINAGE GEOTEXMLE NOTES: +1 FILTER,HIGH SURV.CLASS A O a 142" 1.SEE STORM DRAIN DETAIL SHEET FOR ORIENTATION. w - 2.FABRICATE AND INSTALL THE ROOF SLAB WITH THE ACCESS (n '1 ROOF SLAB SECTION A-A OPENING CENTERED ABOVE THE MANHOLE STEPS. Q Z 3.PROVIDE MDT STANDARD MANHOLE FRAME&COVER. 4 g THAT 120"TYPE 3 MANHOLE 4 BY PIROFESSIONAL ENGINEER LISPECIFICATIONS ANDO ENSED INGMON ANARTO THE STAMPED Z 34+60.00,54.00'LT. PROJECT MANAGER FOR APPROVAL PRIOR TO PRECASTING. C) > 5.FOR GRANULAR BEDDING USE COARSE AGGREGATE FOR CONCRETE NO.2 GRADATION PER TABLE 701-4 IN STANDARD SPEC 701.01.2. W w a� Z � Z W STANDARD FRAME&COVER, m- 12" SEE DETAILED DRAWINGS Q z ADJUSTMENT RINGS AS NEEDED a/ 2"MIN TO 12"MAX. i /-ROOF SLAB 6" 1O'x 12'REINFORCED STANDARD MANHOLE STEPS z 24 ACCESS 12^ SEE DETAILED DRAWING 604-02 w -" CONCRETE BOX MANHOLE OPENING REINFORCEMENT PER y,r�r _ , Z RE MANUFACTURER ACCESS- CONCR TEI NFORCED BOX MANHOLE OPENING J 60"DIA RCP q r4 _ 8' ` 60"DIA.RCP `�_ / STE MANHOLE Ir 12"X 12"CHAMFER j 18" A ALL EDGES ES 1A 6.65' I c J II I I� 12- 12" -•-• - r 12'-0" NA BARS AT f#4EH__FT, W# 12"MIN COMPACTED 8"O.C.EACH WAY GRANULAR BEDDING -MATERIALff. /a '- SUBSURFACE DRAINAGE GEOTEXTILE 73"SPAN FILTER.HIGH SURV.CLASS A RCPA NOTES: ROOF SLAB 12'-0" � 1.SEE STORM DRAIN DETAIL SHEET FOR ORIENTATION. 2.FABRICATE AND INSTALL THE ROOF SLAB WITH THE ACCESS SECTION A-A 120"TYPE 3 OPENING CENTERED ABOVE THE MANHOLE STEPS MANHOLE DETAIL 3.PROVIDE MDT STANDARD MANHOLE FRAME&COVER. PLAN 4 SUBMIT SPECIFICATIONS AND SHOP DRAWINGS THAT ARE STAMPED CONCRETE BOX MANHOLE BY A ENGINEER LICENSED IN MONTANA TO PROJECT MANAGERLFOR APPROVAL PRIOR TO PRECASTING. 10'X 12' DETAI L CONCRETE BOX MANHOLE 10'x 12' 5.FOR GRANULAR BEDDING USE COARSE AGGREGATE FOR CONCRETE 20+46 27,51.00'LT NO.2 GRADATION PER TABLE 701-4 IN STANDARD SPEC.701.01.2. NOT TO SCALE 3 1 cAd0nl7426000rddetr09.dgn DESI NED BY MONTANA DEPARTMENT I W Y ROAD PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 1210131 2 OF TRANSPORTATION 5I1212014 CIt1ECKE0 BY 9:53:22AM CPS-U21fi GALLATIN COUNTY CSF= 0.999433377 UPN 7426000 SHEET 24 DETAIL - 24"RCP STORM DRAIN O • 11 REINFORCED SUPPORT WALL 24"CANAL GATE AND FRAME •'. / ' PER MANUFACTURER'S l 11•• RECOMMENDATION •� 1 u __ p " RCPA MANHOLE STEPS 48• STORM DRAIN lB A_ACCESS OPENING B 24"CANAL GATE DRILL OR FABRICATE ACCESS OPENING FOR CANAL GATE PEDESTAL& REINFORCED SUPPORT WALL RISING STEM THROUGH ROOF SLAB, • PER MANUFACTURER'S SIZE BASED ON CANAL GATE PER RECOMMENDATION MANUFACTURER'S RECOMMENDATIONS REINFORCED ROOF SLAB, • SEE NOTE 3 120"STORM DRAIN 60"RCP STORM -` MANHOLE DRAIN -- 12" y W , •// •, • I.E.4,857.18CANL GATE - I I 0 // BRACING PERMANUFACTURERS I I O w 120'STORM DRAIN RECOMMENDATION (n MANHOLE Q1B"RCP h 73"x 45"RCPA 0 18"RCP STORM DRAIN STORM DRAIN z STORM DRAIN 06 g q Q PLAN z V ROOF SLAB AND REINFORCEMENT NOT SHOWN FOR CLARITY 24"RCP STORM ' y 24"CANAL GATE DRAIN W STANDARD FRAME AND LID - BRACING MOUNTED TO TOP OF a O z (SEE DETAIL DRAWINGS) EL.4,861.97 ROOF SLAB TO CONNECT WHEEL Z TO LOCKING DEVICE I CONCRETE ADJUSTINGIEIRINGS AS NEEDED, IL 12 REINFORCED ROOF SLAB, m2"MIN,12"MAX. 24" �. 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COMPACTED� 6"O.C.EACH WAY 2.SEE STORM DRAIN DETAIL SHEET FOR ORIENTATION GRANULAR BEDDING MATERIAL 3 SEE 120"TYPE 3 MANHOLE DETAIL FOR ROOF SLAB 120" I REINFORCEMENT,ADJUST FOR CANAL GATE FRAME. 120" SPECIAL DESIGN SUBSURFACE DRAINAGE GEOTEXTILE +ill FILTER.HIGH SURV CLASS A 4.PROVIDE MDT STANDARD MANHOLE FRAME&COVER. MANHOLE DETAIL 142" 5.FOR GRANULAR BEDDING USE COARSE AGGREGATE SECTION B-B 120"SPECIAL DESIGN MANHOLE FOR CONCRETE NO.2 GRADATION PER TABLE 701-4 30+22.31.52.00'LT IN STANDARD SPECIFICATION 701.01 2. NOT TO SCALE 3 r.:WgnVa28000MdaIzV3.Oga IGNED Y NONTANA DEPARTMENT REVIEWED ROAD PLANS COLLEGE-MAIN TO S 19TN-BOZEMAN STPU 1210(31 2 OF TRANSPORTATION 5N 2I2014 CHECKED BY 1 9:53:29AM CPS -V21 GALLATIN COUNTY CSF= 0.99947737T UPN T426000 SHEET 25 DETAIL BOLTS WITH NUTS - REQUIRED) S r— -— - SEE TABLE . I L„T., _".a:"=="s_� _ --\----__=====I- EX.EASE. __ `------- I Noft r q h GAS c �I ROADWAY CONSTRUCTION LIMITS o - ---------------- --- s - - •C" T.L ty- - TE r PRECAST RCP FETS I ___ ELEVATION � - _ DO NOT DISTURB �( NOT TO SCALE VJ � � _ �,py� / I � REMOVE EX. UTFALL Ex.BIKEfPED PATH NEW RNV PIPE$DROP INLET, EX.BIKEIPED t P NS _ PATH EASE. 1� SEE ROAD TIL. 5 ` --- - �� NEW,.EASE, EASE 0 US < -Fz V '��1 , 4:1 I`_ 4860 �� q$64 (3 REQUIRED) HINGED CONNECTION - 1 Q °z I ti 4858 3� - u. g _, 1--L 11 QQ PRECAST RCP FETS 1 CROSS BAR DO NOT DISTURB EX TREES W u) 11 y4: i� �� ATEDGEOFREIENTIONBASIN - - --- i i a z NEW z 1 / 1 R14V BASIN BOTTOM CONNECTION (TYP•) 1 ' EL.4,857.25 LL I SECTIONS Y m Q I ' as 1 �' DO NOT DISTURB p NO. "D• •E" 00 •«r -„2 - l T 2 S N R 5 E OF _ EX:TREES ''°ol' BARS N ( `� ♦ iR BASIN CONSTRUCTION LIMITS (3 x 3"STRAP 1 CHRONICLE (3 REQUIRED) I -�_. 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ADJUST& MODIFY SANITARY 2.THE MONTANA PROFESSIONAL LAND SURVEYOR IS TO PREPARE AND SEWER MANHOLE DETAIL FILE CORNER RECORDATIONS IN ACCORDANCE WITH THE LATEST STATE STATUTES,ADMINISTRATIVE RULES OF MONTANA,AND PROVISIONS OF THE MDT SURVEY MANUAL-PROVIDE:COPIES OF FIELD CORNER RECORDATIONS TO THE PROJECT MANAGER. MONUMENT BOX DETAIL MONUMENT BOX ADJUST&MODIFY SANITARY SEWER MANHOLE NOT TO SCALE 3 C:\dgn17426000rt1dBIz05.dgn DESIGNED HY 2 M� MONTANA DEPARTMENT dR VI a ROAD PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 1210(31 OP TRANSPORTATION 5I12I2014 OHECKED BY 9,53:64 AM Cps-urt GALLATIN COUNTY CSF= 0.99943337T uPN 7426000 SHEET 27 DETAIL SUBGRADE A SUBGRADE TRENCH BACKFILL lJ TRENCH TRENCH WALL ' WALL TRENCH BACKFILL 1 1 I TRENCH PLUG 1 6"TYP. MATERIAL ' W MIN. TOP OF NEW PAVEMENT W.MAX. 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Z Q/ TO BACK 3'-0'.OK CUMIN.___RB- � NEW FIRE HYDRANT,USE SEE PLANS FOR LOCATIONS - MUELLER SUPER CENTURION 250, W WATEROUS PACER,OR APPROVED EQUAL. m INSTALL PLUMB WITH PUMPER NOZZLE FACING STREET / 7 O Z i w NEW ADJUSTABLE 1 O Lou1 SCREW TYPE VALVE Z BOX WITH LID ELEVATION 0.2'ABOVE TOP i BACK OF CURB GRADE w VALVE BOX UPPER SECTION FINISHED GRADE VALVE BOX LOWER SECTION 4 _ a n an 6,-6„ _ MIN. UNDISTURBED COVER EARTH THRUST BLOCK SEE DETAIL SHEET NEW HYDRANT LEAD NEW THRUST BLOCK GRAVEL OR TOPSOIL AREA (TYP.) TO MAIN LINE ". SEE DETAIL SHEET NOTES: NOTES: - I 1.ADJUST WATER VALVES UPWARD OR DOWNWARD AS REQUIRED. 1.PROVIDE 4'-0"CLEAR AROUND ALL MAKE FINAL ADJUSTMENT BEFORE PAVING IF LOCATED IN SURFACING LANDSCAPING AND TREES. SECTION,OR BEFORE FINAL GRADING IF LOCATED IN TOPSOIL SECTION. TRENCH PLUG DETAIL NEW JOINT 2.PAINT HYDRANT PORTION ABOVE AS REQUIRED ° 2_ADJUST CITY OF BOZEMAN WATER VALVES ONLY WITH EJIW MODEL GROUND RED. FOR SPECIFIED I -PIPE MIN.1¢CUBIC YARD NO.69 8550 SERIES ADJUSTABLE SCREW-TYPE RISERS OR APPROVED EQUAL. 3.IN LIEU OF CONCRETE THRUST BLOCKS, WASHED GRAVEL 3.ADJUST VALVE BOXES AS SHOWN ON PLANS,INCLUDING VALVE BOXES FIRE HYDRANT DETAIL THRUST RESTRAINT MAY BE PROVIDED WITH EXISTING CONCRETE COLLARS.PROVIDE NEW CONCRETE COLLARS UTILIZING APPROVED JOINT RESTRAINTS. NEW 6"AUXILIARY FOR ALL EXISTING VALVE BOXES TO BE ADJUSTED WITH EXISTING GATE VALVE NEW FLANGE JOINT CONCRETE COLLARS.INCLUDE THE COST OF CONCRETE COLLARS IN THE WATER VALVE BOX 4.PROVIDE DRAIN AGGREGATE THAT IS UNIT BID PRICE OF ADJUST WATER VALVE. SETTING DETAIL CLEAN,WASHED,AND UNIFORMLY GRADED FIRE HYDRANT WATER VALVE BOX SETTING WITH 100%PASSING THE 1-INCH SIEVE. NOT TO SCALE 3 MONTANA DEPARTMENT aldpM7426000ro6etzO5.d0n E 10 EDDY r�� ROAD PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPL I210(3) REVIEWED BY Z OF TRANSPORTATION 5112I2014 CHE KED BY 1 9:53:56 AM CPS•u21 GALLATIN COUNTY CSF= 0.999433377 LPN 7426000 SHEET 2B J 4'MIN.TRENCH WIDTH NEW STEEL POST MARKER ` FINISHED GRADE DETAIL PAINTED BLUE ---------------------- ---- -- _I� DETECTABLE WARNING TAPE CENTERED OVER WATER LINE NEW RIGHT OF WAY LINE II_I DEP BELOW FINISH D GRADETH 4' - NEW 1—I - BOULEVARD -1 I�I— TRENCH BACKFILL PER SUBSECTION 603.03.4 NEW - STREET SURFACE NEW iz: SIDEWALK EXIST. -4"THICK x 4'WIDE RIGID BOARD INSULATION GROUND TRENCH ,III I I WITH 2"THICK LAYER OF SAND ABOVE THE BOARD DEPTH - AND 2"THICK LAYER OF SAND BELOW THE BOARD, - _ 6" - CENTERED OVER WATER LINE.PROVIDE 8'WIDE VARIES T II • • -I I INSULATION AT ALL STORM DRAIN CROSSINGS. ' ' • REPLACE EXIST.- 2'-W .,. NECURB BOX AT W LOCATION _III • • I I BEDDING MATERIAL • (COARSE AGGREGATE FOR CONCRETE I—I • •• • •• NO.2 IN SUBSECTION 701.01.2) _I11 • • .• • • 11 • " 8'TYP. _'I I •• . II SEE PLANS FOR LOCATIONS = I=' =I I C 6"'MIN REPLACE EXIST.BOX _ _ _ _ _ _ _ _ COVER WITH 5•STATIONARY NOTES: —III—III—III—III III III—III—III—III—III- ROD IN CURB BOX 4"MIN. N 1.INSULATION TO MEET ASTM C578,TYPE VI, WITH 60 P.S.I.COMPRESSION STRENGTH NEW STORM t=~i AND MINIMUM 4"THICKNESS. DRAIN PIPE Q 2.INSULATION INCLUDES THE COST OF PIPE LOCATING, SEE DETAIL A V TRENCH EXCAVATION,INSULATION BOARD,SAND,TRENCH BACKFILL, o� COMPACTION,WARNING TAPE,AND TEMPORARY SURFACING IF NECESSARY -- EXIST CORPORATION -CONNECT STOP TO REMAIN NEW TO O IM 3.PROVIDE INSULATION WHERE COVER IS LESS THAN 6'-0"BETWEEN �\ IN PLACE REPLACE EXIST. EXIST. N THE FINISHED GROUND AND TOP OF THE EXISTING WATER LINE. CURB STOP AT O / ` NEW LOCATION LINE AT ICE V SEE PLANS FOR APPROXIMATE LOCATIONS / QZ 4.INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL WORK ITEMS I 1 18" 06 g FOR INSULATION,WATER MAINS,SERVICE LINES,AND HYDRANT LEADS. / MIN, VARIES / MIN.1 C.Y.OF Q i 5.BEDDING MATERIAL IS INCLUDED IN THE COST OF NEW OR ADJUST - REPLACE EXIST, WASHED DRAIN AGGREGATE WATER LINE BID ITEMS. \ i SERVICE LINE EXIST.SERVICE LINE V WATER LINE BEDDING & INSULATION EXIST.WATER MAIN MIN.LENGTHJ TO REMAIN IN PLACE W y TO REMAIN IN PLACE L-EQUALTO- OUTSIDE DIA. MECHANICAL JOINT FITTINGS NEW STORM NEW INSULATION OF STORM DRAIN i WITH 314"TIE RODS IN EVERY DRAIN PIPE SEE DETAIL THIS SHEET OTHER AVAILABLE BOLT HOLE DUCTILE IRON BENDS ELEVATION UJ (TYP.) (TYP-) BACKFILL WITH 00 BEDDING MATERIAL NEW INSULATION, c w SEE DETAIL THIS SHEET BACKFILL WITH w / / BEDDING MATERIAL z EXIST. EXIST. /\ /� /� /� '/// �j/ •/ % J WATER MAIN WATER MAIN u MIN. % /. ' j• �j �j /// M4 REBAR ANCHOR RODS WITH BITUMINOUS COATING O 4 (TYP.) 6"MIN NEW WATER MAIN / CONCRETE THRUST (((... //7���j�7//7 BLOCK(TYP.), I \\// `\/\\ //\\/\\/\\/�\\\/\/\\ SEE DETAIL SHEET I(s 20*-W MIN, (SINGLE LENGTH OF PIPE,NO JOINTS) NOTES: TRENCH BOTTOM 1.FIELD SURVEY AND REVIEW ALL SERVICE LINE CROSSINGS PRIOR TO DETAIL A INSTALLATION.OBTAIN PROJECT MANAGER APPROVAL FOR PLAN REVISIONS. 2.MAINTAIN 18"MINIMUM SEPARATION BETWEEN OUTSIDE OF SERVICE LINE AND STORM/SEWER PIPE. 3.MINIMUM COVER FOR WATER SERVICE LINES IS 6'-6"MEASURED FROM EXISTING GROUND,EXCEPT THAT MINIMUM COVER IS MEASURED FROM CENTER LINE STREET GRADE WHEN SERVICE LINES ARE LAID TO AN UPHILL STREET GRADE.MAXIMUM NOTES: COVER FOR WATER SERVICE LINES IS 7'-6"AT THE CURB STOP. 1.MATCH SIZE AND TYPE OF NEW WATER MAIN TO EXISTING. 4.SEE WATER LINE BEDDING 8 INSULATION DETAIL ON THIS SHEET FOR ADDITIONAL FIELD SURVEY AND AND REVIEW ADJUST WATER MAIN CROSSINGS PRIOR TO INSTALLATION,OBTAIN PROJECT S.APPROVED JOINT RESTRAINTS MAY BE SUBSTITUTED REQUIREMENTS FOR BEDDING,INSULATION,AND DETECTABLE WARNING TAPE. WATER LINE BEDDING MANAGER APPROVAL FOR PLAN REVISIONS. FOR TIE ROD THRUST BLOCKS. 5.INSTALL CURB STOP SO OPERATING KEY IS PARALLEL TO STREET IN OFF-POSITION. & INSULATION DETAIL 2.MAINTAIN 18"MINIMUM SEPARATION BETWEEN OUTSIDE OF WATER 6.SEE WATER LINE BEDDING 8 INSULATION DETAIL ON THIS SHEET 6 NO COUPLINGS OR OTHER JOINTS ARE ALLOWED ON SERVICE PIPE FROM MAIN AND STORM/SEWER PIPES AT ALL VERTICAL CROSSINGS. FOR ADDITIONAL REQUIREMENTS FOR BEDDING,INSULATION, THE CORPORATION STOP TO THE CURB STOP FOR Y"AND 1"SERVICES. REPLACE WATER 3.ENCASE NEW DUCTILE IRON PIPE AND FITTINGS WITH 2-PLY AND DETECTABLE WARNING TAPE. SERVICE LINE DETAIL POLYETHYLENE PIPE WRAPPING PER AWWA C105. 7.TEST,CLEAN,AND DISINFECT. 7.USE STRAIGHT COPPER PIPE FOR 11¢"AND 2"SERVICES. 4,ROMAC DUCTILE LUGS OR APPROVED EQUAL MAY BE USED 8.A CITY OF BOZEMAN INSPECTOR IS REQUIRED TO BE 8.TEST,CLEAN,AND DISINFECT ADJUST WATER TO FACILITATE TIE ROD INSTALLATION. ADJUST WATER MAIN ON-SITE DURING WATER MAIN ADJUSTMENT WORK. 9.PROVIDE DRAIN AGGREGATE THAT IS CLEAN,WASHED,AND REPLACE WATER SERVICE LINE MAIN DETAIL UNIFORMLY GRADED NOT TO SCALE cMV17426000rOd4tzO5.tl9n OES NEp Y MONTANA DEPARTMENT RE IIE\YEO BY ROAD PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 1210(3) 2 OF TRANSPORTATION 5I12I2014 CHECKED BY GALLATIN COUNTY CSF= 0.999433377 UPN T426000 SHEET 29 1 9:53:59 AM CPS U21B ADJUST WATER MAIN DETAIL UTILITY CROSSINGS AT WATER MAIN UTILITY CROSSINGS AT WATER MAIN 36+99,9, 39.0' RT. 20+14.4 BURIED TEL. X-ING, DEPTH UNKNOWN � ,� GAS X-ING, DEPTH UNKNOWN O N V 1> UTILITY CROSSINGS AT WATER MAIN '( I i I T 2 S V R 5 E CV -� ' 52+73.7 GAS X-ING. DEPTH UNKNOWN I CONST.- PMT. \• - SURGICA EX. R/W ARTS BUILDING p �, NEW ��\ • I A I I / I 3 R/W _ EX._R/W _ I \� !! I I I RCP RR' w _ STM. DR. EXISTING NEW 4" 60" RCP 1 / STM. DR. v i - c EDGE DRAINARVIRS - I I I zoo un- NEW SIDEWALK `- J�I V I III— J I IVI - -- I -C � / WDATE� MAIN i �✓) ,i 1 / I ADJUST B"- LL WATER MAIN TH 15 I 1 1 I 1 NEW 73` x 45 M. -. -EDGE DRAIN I Nj 1" 43' 48" ,IERCPA IRR OR w \ mvW`z �I1IIII1 1'.i,••�11��� IIII I A 23RD AVE. II1 wa- 3 7 TH 2 EXISTING EXISTING WATER MAIN WATER MAINy _ - z m EXISTING 14" ADJUST WATER MAIN WATER MAIN 0 a� V 00� ,�� Lu V � EXISTING 14„ -- WATER MAIN noz< ¢ w 3 ov 3w eoz< NEWN73" x 45" EXISTING 14" en w3wa RCPA IRR STM. DR. WATER MAINol - REPLACE WATER VAL�E - I wa a I ai. a N i INCLUDED IN COST OF Q N�01 w II t0 4Aw } ADJUST WATER MAIN I I I QO A.I\I N N m 3 _ - _ CC(U!'YV 11 - �- w / .// ,• �v;-ter- I - _ -F- �= - - '' �-.` NEW 4" - --- - ------ s \ / (� 1 EDGE D AIN W. COLLEGE ST..� - y; W ______________ -------------- y --- ----------- ----�-- STA, LT.T020+85.80.22.8'LT. / ADJUST WAT R MAIN ADJUST WATER MAIN ADJUST WATER MAIN W STA.52+72.50.0.8'RT.TO 53+03.20.0.O'RT. STA.36+88.00,89.4'LT.TO 37+00.00,34.4'LT. SCALE 1"=20' SCALE:1'=20' SCALE:1"=20' _ - - - - - � Z Lu a �- Oa - aIrc - - - w - - z FINi HED RAD i -- AT ATf LJN _ ,- - - D - - NEW rt 3 Tdk£ - w NEh f4" X J .0' NX 08 OR TMNDQ. S'ALL A ION 3+04 0 1.Z DU T!L lRDN PIPE CL S 5 N 8' x 31 7' CTl WIT PROJECT 'CM-S PU 120119), N10N P!PE CLASS S C OP 0 8" TR. MAIN T L W/fH 4• WIDE 1NSu aT10 1 N Ph E. C ASS 5f OP E 4,854, ADJ ST NT 0 PTH UNKNOWN WRH 4' QE INSULATION v pP Of Ex. Id WT MAIN W H 4' rl fNSO AT1D EPTH 8.0' YAP fL +.B 6.9 4 70 48 _0 6 "Rt;P 4870 4870 Ex! TfNG z 4 70 48 0 I 15 i '' i E G ND - - - - - - - NEW. - - - FXIST NO FI lSHE GR DE EDGf DRAT 1 F1 ISHE GRADE �P A WAT R L E w AT WAT L 1N N 7T x 45 - EX1 MD 4860 — c1z No �_ _ T __ 4 60 4060 �_'it I I 7i N j- 4660 4860 bo _ _ _4860 -- - - -- OGE RAI IA PA /DRI . EX. MAN - - < - Y- -- - -- - -- - -- - -- - -- i EX . -- _ _ - - - =- WTR. MAIN EX. 14" 1 5' 0 14 -- - - - - - £X. 14" 4850_— - — '� — -� wn+� — z - W B� AWN 4 5 48 0 E ce- — - - - - 4 5 4 OWt MAN -- - — 4850 in K� ,� •cc 9 z o .$� rco - C) J 1 N W t N Q Z 1_N. Z cr o N - m w? �'I ' µ bm w a v _ Alki ' i vw 4840 - F 1 — _- J 40 48 0 - _ 1 40 4840 °° 0 1 ID _ 484 w . w �..0 v f- — - - '<.- .61 w r- z; °I cal U 3 4u� Om m N �.. O '� W •� ^m O .� � +3 Z- 1.�1 F- H 3 W - w¢ 1.1W w 1.. _ + K 3 a. W w Z i ul Ifl O Z W W < IA pi tD V t - 4830 z> _> NOTES: +3 z ow 4.. omF — Azr Nw r+ N >ueo �� Mie¢i3 — — m _ ti W 4830, 1.SEE DETAIL SHEETS FOR ADDITIONAL WATER LINE REQUIREMENTS. m - -- - - -- (S °= - 2.PROVIDE 18"MIN.VERTICAL CLEARANCE AT CROSSING WITH NEW STORM SEWER PIPE. I z z +z W 3.SEE STORM DRAIN DETAIL SHEETS FOR STORM DRAIN LOCATION AND ELEVATIONS. 4.ADJUST WATER MAIN INCLUDES EXCAVATION,TAPPING,REMOVALS,BEDDING, WATER PIPE,SLEEVES,VALVES,FITTINGS,ANCHOR RODS,THRUST BLOCKS, — — - — — — — — CONNECTIONS,BACKFILL,TESTING,CLEANING,AND DISINFECTION. — — - — — — — — — —— — 5.INSULATION IS PAID FOR SEPARATELY. 20 125 t50 *75 21 150 175 53 125 /5' 35' 55' 75' RT. J MONTANA Of PARTMENT o:\dgnV426000rddetzl0.dgo OE 1 NEO RV ROAD PLANS COLLEGE-MAIN TO $ 19TH-BOZEMAN STPU 1210(31 1511212014 R VIEWED BY OF TRANSPORTATION CHECKED fiY CALLATIN COUNTY 1 9:54:14 AM CPS-U216 CSE= 0.999437777 UPN 7426000 SHEET 30 DETAIL VERTICAL BEND VOLUME OF THRUST BLOCK REBAR IN CUBIC YARDS WATER MAIN VALVES THRUST BLOCK NOTES: FITTING ROD (VERTICAL BENDS) 1 THRUST BLOCKING AND ANCHORS ARE REQUIRED ON ALL 6"VALVES AND LARGER. SIZE SIZE EMBEDMENT 12"AND LESS #6 30" FITTING BEND ANGLE 2,IN LIEU OF CONCRETE THRUST BLOCKS,THRUST RESTRAINT MAY BE PROVIDED UTILIZING 4"-16" #6 36" SIZE APPROVED JOINT RESTRAINTS 18"-20" #10 36" 45" 22-1/2° 11-1/4° 24' #11 42" 4' 0.8 0.3 0.1 3 THRUST BLOCKS ARE NOT REQUIRED ON TAPPING VALVES, 6" 2.0 0.8 0.3 4.COAT RODS WITH'KOPPERS'NO.50 BITUMASTIC COATING OR APPROVED EQUAL. 8" 3.0 1.1 0.4 10" 4.5 1.7 0.7 EPDXY COATED REBAR WE 12" 6.4 2.4 1.0 FITTING AND EMBEDDE 14" 8.6 3-2 1.3 IN CONCRETE(SEE TAB FOR SIZES) EPDXY COATED REBAR ANCHOR VERTICAL BEND REBAR ANCHOR •V • o H W s• LU C a F 8 ��\`j\ `i�\� %/\�/ I I Ir CONCRETE ANCHORS BSI y a BEARING AREA OF THRUST BLOCKS IN (n c7 TEE PLUGGED CROSS WYE SQ.FT.(HORIZONTAL BENDS) 47 Q Z / FITTING ITEE.WYE.90°BEND, TEE, BEND ANGLE 06 g i % SIZE LUG,OR PLUGGED VALVES w- \ 'K/. `�`y� CAP CROSS RUN Al I Q z %� \ \ /C' �/ 4" 1.3 1.8 1.3 1..8 1.0 1.0 2" 1-1/4' Al 6" 3.0 4.2 1 3.0 1 4.2 2.3 1.2 1.0 8" 5.3 7.6 1-5.3-1 7.6 4.1 2.1 1.0 i��/�/\y� %� •'.. 10" B.3 11.8 6.3 11.8 6.4 3.3 1.6 y \'\ '` A2 •�\��\\ 1z^ 1z.o n.o 12.0 17.0 9.2 4.7 2.4 VALVE THRUST BLOCK DIMENSIONS W "y\� \. 14" 16.3 23.1 16.3 23.1 12.5 6.4 3.2 Z TEE,PLUGGED ANCHOR Z BEND PLUGGED CROSS RUN ROD VALVE 100 PSI 150 PSI 200 PSI 250 PSI 300 PSI SIZE A B A S C A B C A B C A B C W g SIZE C 6"&8" r-V 2'-0' 2'-W r-W 2'-0" 2'-0' 74" r-0' 2'-0" 2'-W Z-V r-W 2-0" rfi r-7" 10" r 0' r-0• Z-W 74r Z4r r-V r•9" r-W r41" 3'-0" 3'-0" X-0• T-7" 3'•0' T4r 0 12` r 3" 2-0• T 0' 3'-0' 3'-0" 2'8" 3S' 3'A" 3'-0" 4'3" 3'0' 3'-0' 5'-1" 3'•0' 34" W �i 1'" 14" r-3' 2'-0• r-O' 3-W T-O* 3'-0" 4'-W T-W 3'•0• W-V 4'-0" 4'-W 4'-9" 4'0' b'0' i 5\\% 1 „ 16• 3'-0- 3 0• 3-0• 4-4" X-W 3-0 4'-1" 4.4r 4'•0' V-1" 4,-0• 4'0" V-1' 4'-O' r4r i T yi\ 1 Yd' 18" 3 8' 9'-0" 3'0' 5'-5' 3-4- 3'-0" 6-1' 4'0' 6'-4- 4'0" 4'0' S-9' S-0" 5'0" c9 w PLUG OR A 1 24' 11 4'4"1 4'-0'1 5'-0" 5'0" 8.5" 8'-0" 6 0' T-8"1 6'-0" 6'-0' CAP PRESSURES SHOWN IN TABLE ARE MAXIMUM WORKING PRESSURES IN SYSTEM. j REDUCER v FOR BEARING AREAS REFER TO 22-1/2°BEND GENERAL THRUST BLOCK NOTES: HORIZONTAL BEND 1 KEEP CONCRETE CLEAR OF JOINT AND JOINT ACCESSORIES ""RESTRAINED PLUG EACH AREA (A/2)IS 1/2 OF TABULATED TOTAL AREA 2 POUR THRUST BLOCKING AGAINST UNDISTURBED EARTH. 3. REQUIRED VOLUMES AND BEARING AREAS SHALL BE AS SHOWN IN THE TABLE AND ADJUSTED,IF NECESSARY,TO CONFORM TO THE TEST PRESSURE(S)AND ALLOWABLE SOIL BEARING STRESS OF 2000 LBS/SQFT. 4. BEARING AREAS FOR HORIZONTAL BEND THRUST BLOCKS ARE BASED ON TEST PRESSURE OF 150 PSIG AND AN ALLOWABLE SOIL BEARING STRESS OF THRUST BLOCK DIMENSIONS PRESS RES SE HEOFOLLOWINGRING AREAS FOR DIFFERENT TEST 8 =B(13.33(Pi12000))WHERE: REDUCERS& Pt=ACTUAL TEST PTiESSURE PSIG TEES AND PLUGS 90°BEND 45°BEND&WYES B =COMPUTED BEARING AREA SIZES FITTING 22Nz°BEND B =BEARING AREA FROM TABLE -- (A) (B) (A) (B) (A) (B) (A) (B) 1 G q 6 a B 5. THRUST BLOCK VOLUMES FOR VERTICAL BENDS HAVING UPWARD RESULTANT THRUSTS ARE BASED ON TEST PRESSURE OF 150 PSIG AND THE WEIGHT OF 4" 1'-7" 1--2" 1'-9' 1'-6" 1-10 0'-7' 1'-7' '-10 CONCRETE=4050 LBS/CU YD. TO COMPUTE VOLUMES FOR DIFFERENT TEST 6" 2'-0' 1'-11" 2'-5' 2'-2" 1'-10' 1'-T T'9" 0'-10" o e qp PRESSURES USE THE FOLLOWING: 8" r-B' r$' 3'-2" T& r-5" 2'-1' 1'-9" 1'4r 0 1 ACTUAL VOLUME=(TEST PRESSURE/150)X(TABLE VOLUME). 10" 3'-4" 3'3" 4'-0" V-10" 3-0" r-V r-r 1'-11" �3 6. VERTICAL BENDS HAVING DOWNWARD RESULTANT THRUSTS AND HORIZONTAL 12" 4'-W T-10" 4-4r 4'-W Y4r T-3" Z-7- 2'-3- ��7r BENDS HAVE THE SAME THRUST BLOCK REQUIREMENTS. 14" 1 S-5" T-10" 6'-8' 4'-11" 414' I T-5" I T-5" 2'-5" 7. THRUST BLOCK BEARING AREA SHALL NOT BE LESS THAN 1.0 SOFT. 8 TEST PRESSURES ARE INDICATED IN THE SPECIFICATIONS AND THE ALLOWABLE SOIL BEARING STRESS IS 2000 LBS/SQFT. 9. PROVIDE THRUST BLOCKING FOR ALL BURIED FITTINGS AND VALVES. THRUST BLOCK DETAIL 10. WRAP ALL FITTINGS WITH POLYETHYLENE. THRUST BLOCKING FOR FITTINGS THRUST BLOCKING FOR WATER MAIN VALVES NOT TO SCALE jc.MONT ANA DEPARTMENT 51/2/2014 000rddotr10.d9a ES ED GY ROAD PLANS NEviEWED BY COLLEGE-MAIN TO 5 19TN-BOZEMAN STPU 1210131 2 OF TRANSPORTATION 5N 2I2014 OH CICED OV 1 9:54:20AM CPS-u tie GALLATIN COUNTY CS : 0.999433377 UPN 7426000 SHEET 31 BIKF&PED. PATH TYPICAL SECTION DETAIL ADJACENT TO CURB&GUTTER CURB&GUTTER 55+11 APP.ONLY) G 3'CURB APER TO MATCH 4"SIDEWALK AT- SURFACING AT FILLET A` IJa��\Opya BIKEIPED.PATH APPLIES: S.23RD AVE. N FILLET WITH - L R �N 30+77.50 TO 32+78.07 ASPHALT SURF. /J 32+78.07 TO 33+38.98(INTERSECTION CONNECTION) BOTH SIDES 1 EXPANSION JOINT(TYPJ IS . �\ COLLE ESL VARIES 10` SEE TYPICAL SECTIONS TREAT. 10' BIKE! GRAVEL 0.5' PEO.PATH SHOULDER S y CONTRACTION ' PROFILE GRADE= CURB PROFILE OR FILL HEIGHT AT OFF JOINT FINISHED GRADE TOP OF CURB OR. SLOPE STAKE APPROACH 6"SIDEWALK STA.LOCATION i V H/ PER PLANS SEE NOTES SHEET 4"PLANT MIX �A$LB qS/O �� FOR SURFACING BIT.SURF. B• p R J i BEYOND APRON SEE TYPICAL 9"CRUSHED M/�►! g (CURB THIS SIDE NOT SECTIONS AGG.COURSE SHOWN FOR CLARITY) CROSS 1- WOES. OES.MAX SFF 9pOG CG \\ A (� SEE CURB PROFILES ON COLLEGE STREET PLAN&PROFILE SHEETS FOR BIKEIPED.PATH ELEVATIONS.SEE GEOMETRIC OQ !b y taI DETAIL SHEETS FOR BIKE/PED.PATH LOCATIONS spry l W H W C \ APPROACH RAMPS 6"SIDEWALKAT Q = OUANTIT IES FOR BIKE / PEDESTRIAN PATH ROACH�0 ��\ V U AGGREGATE BITUMINOUS O UNIT UNIT MATERIAL AGG. PLANT CR. ACC. FOG TREAT. U) mix COURSE SEAL \ VI AREA square teat 3.33 8.5R 11,3qu0 re yards PER STATION III III � � CONCRETE cubic yards PER STATION 12.3 31.8 one PER STATION .� tons PER STATION 23.7 yollons PER STATION 5.6 S\ �` CURB&GUTTER Q eauareyards PER STATION ISOMETRIC S</OAI.\�\\\ z U � a BIKF/PED. PATH TYPICAL SECTION z OFFSET FROM CURB&GUTTER W a BIKE/PED.PATH APPLIES: APPROACH LENGTH VARIES O 10+51.49 TO 10+89.80(INTERSECTION CONNECTION) rho 12+50.00 TO 12+68.30(INTERSECTION CONNECTION) 2' VARIES 5'TO T VARIES 0'TO 5' VARIES 13+40 84 TO 14+20.00(INTERSECTION CONNECTION) LAY OWN CONC.APRON ASPHALT SURF.FILLET ASPHALT SURF. z 18+92.00 TO 19+12.00 CURB 8 19+72.50 TO 19+90.00 z COLLEGE ST. 22+89.10 TO 23+26.60 GUTTER __j VARIES VARIES A 10' 50 FLOW LINE SEE TYPICAL SECTIONS AGG. 29+56.23 TO 30+73.00 L�.T TREAT. 34+16.23 TO 34+73.00(INTERSECTION CONNECTION) 1.5/DES. FILLET 1 0 2%MAX. SHLD GRAVEL "IKE III L --- ----- +-- - SHOULDER PED PATH S OUEDER 0.V -10%MAX. PROFILE GRADE= CURB PROFILE GR.= FILL HEIGI�T AT FINISHED GRADE I TOP OF CURB GR SLOPE STAKE �AR1AgLE CONCRETE SEE CROSS SECTIONS 1 71 4'PLANT MIX BIT.SURF. SEE TYPICAL _"CRUSHED SECTIONS AGG.COURSE CROSS SECTION A-A SLOPE= 1.5%DES. CRUSHED AGGREGATE COURSE OMITTED FOR CLARITY. 2%MAX. SEE CROSS SECTIONS FOR DIRECTION NOTES: A SEE GEOMETRIC DETAILS&CROSS SECTIONS FOR BIKE/PED.PATH LOCATIONS AND ELEVATIONS. 1.THE DESIRABLE SLOPE FOR THE RAMPS IS 5%(20:1)OR FLATTER. THE MAXIMUM RAMP SLOPE IS 8.3%(12:1). OUANT IT IES FOR BIKE / PEDESTRIAN PATH 2.THE DESIRABLE CROSS SLOPE OF THE SIDEWALK,RAMP,OR LANDING IS 1.5%(66.7:1). THE MAXIMUM CROSS SLOPE OF THE BIKE/PED. PATH SIDEWALK,RAMP,OR LANDING IS 2%(50:1). AGGREGATE BITUMINOUS AGG. TYPICAL SECTIONS MATERIAL 3.SEE 608 AND 609 SERIES DETAILED DRAWINGS FOR ADDITIONAL REQUIREMENTS. UNIT PLANT CR. Acc. UNIT Foc TREAT. Mix COURSE sEAL 4 SEE NOTES SHEET AND CROSS SECTIONS FOR WIDTHS,SLOPES, AREA square feet 3.33 9.6T square yaras PER STATION t I I III AND THICKNESSES OF APPROACHES AND APRONS. STANDARD CONCRETE cubic yards PER STATION 12.3 35.8 tons PER STATION APPROACH DETAIL tone' one PER STATION 23.7 Oollone PER STATION 5.6 square yards PER STATION STANDARD CONCRETE APPROACH S.23RD AVE.PRIVATE APPROACHES NOT TO SCALE r.+.1gn17420000tddotx02.dgn DE IGNEO BY MONTANA DEPARTMENT REVIEWED BY ROAD PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 1210131 OF TRANSPORTATION SI12I2014 CHECKED BY I 9:54:27AM CPS GALLATIN COUNTY CSF= 0.9994779?7 UPN 7426000 SHEET 32 DETAIL A -� VARIES --------------------------------- MATCH EXIST.CURB OR I I 2'CURB&GUTTER PROVIDE CURB TAPER AT � �I ALL TERMINAL ENDS, \ SEE DETAIL SHEET FULL HEIGHT — CAST IRON OR DUCTILE IRON TYPE 1 DETECTABLE WARNING DEVICES CURB&GUTTER AT COMMERCIAL APPROACHES ONLY, SEE PLANS FOR LOCATIONS&DTL.DWGS. T TRANSITION CURB FLUSH CURB FLUSH RADIUS VARIES TOP OF CURB TO WITH SIDEWALK / WITH SIDEWALK INCL.IN COST OF CONC.APRON MATCH SIDEWALK Lu r CONC. WALK o e e e + 6"THICK Q 'mu VARIES RIES o 0 o e CONC.SIDEWALK VARIES 6'TO 10' Qotf g f— Q z 3'TRANSITION CONC. TOP OF CURB TO �,� >u APRON MATCH SIDEWALK lV—� > VARIES BOULEVARD K VARIES TO 13' W N C a � ZZURIB W LAYDOWN FULL HEIGHT CURB&GUTTER CURB&GUTTER m O 13 2' 2 w EXPANSION— CONTRACTION JOINTS(TYP.), JOINT A SPACE AT V INTERVALS IN SIDEWALK AND z 10'INTERVALS IN APRON WITH MIN.1"DEPTH. — EXPANSION JOINTS PLACE EXPANSION JOINTS AT 25'INTERVALS. PLAN (TYP.)AT CURB RETURN COORDINATE JOINTS WITH DETECTABLE Lou WARNING DEVICE LOCATIONS. APPROACH LENGTH VARIES 2' VARIES 5.5'TO 13' VARIES V TO 10' RAN VARIES LAYDOWN CONIC.APRON CONC.SIDEWALK ASPHALT SURF. ASPHALT SURF. CURB& GUTTER FLOW LINE 15%DES. 10%MAX- 2%MAX. NOTES: 6"THICK CONCRETE FLOW LINE ELEV.+6" MAX 1.PLACE EXPANSION JOINTS AT 25'INTERVALS IN SIDEWALKS. SEE CROSS SECTIONS EXPANSION JOINT MATERIAL Y2"THICK PRE-FORMED BITUMINOUS TREATED FIBERBOARD FILLER. 2.SEE 606 AND 609 SERIES DETAILED DRAWINGS FOR ADDITIONAL REQUIREMENTS. SECTION A-A CURBED CONCRETE 3 THE DESIRABLE CROSS SLOPE THE SIDEWALK IS 1.5%(66 7:1). THE MAXIMUM CRUSHED AGGREGATE COURSE OMITTED FOR CLARITY APPROACH DETAIL CROSS SLOPE OF THE SIDEWALKK IS 2%(50:1). 4.SEE NOTES SHEET AND CROSS SECTIONS FOR WIDTH,SLOPES,AND THICKNESSES OF APPROACHES AND APRONS. CURBED CONCRETE APPROACH COLLEGE ST.PRIVATE APPROACHES NOT TO SCALE MONTANA DEPARTMENT c'wpniT428000rdd°tz02.opn i0NE0 BY ROAD PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 1210(3) OF TRANSPORTATION 5I12I2014 CHECKED BV 9:54:31 AM CPS-U21 GALLATIN COUNTY CSF= 0.9994333TT UPN T426000 SHEET 33 DETAIL 4"CORR.PLASTIC PIPE OUTFALL EXISTING GROUND TO FILL SLOPE OR CONNECT TO NEW ROCK SUMP,SEE DETAIL SHEET y� /� FILL SECTION CUT SECTION FLEXIBLE DRIV!A13LE DE0NEATOR- AT PIPE OUTFALLS EMBANKMENT VP�1ES (SEE DTL.DWG.619-40) _ VASES STABILIZATION GEOTEXTILE SPECIAL BORROW —4"EDGE DRAIN TYP., COMMERCIAL SUBGRADE CORRUGATED POLYETHYLENE RODENT GUARD PERFORATED DRAINAGE PIPE WRAPPED WITH SUBSURFACE DRAINAGE GEOTEXTILE FILTER MATERIAL,OVERLAP ENDS VARIES �i VARIES WRAP STABILIZATION GEOTEXTILE UP EXCAVATION WALLS AND KEY INTO SUBGRADE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS TYPICAL SECTION SUBGRADE — VARIES 10+23 TO 10+38 LT. I \ 10+38 TO 40+94 LT.&RT. y 40+94 TO 41+11 RT. uJ Q = STABILIZATION - 0 GEOTEXTILE NEW CULVERT OR STM.DR. O R NOTES: W 1.SEE CROSS SECTIONS FOR OUTFALL&EDGE DRAIN SLOPES, m LOCATIONS,AND ELEVATIONS. PLACE STABILIZATION T FOUNDATION, m p 2.INCLUDE EXCAVATION AND GEOTEXTILE WRAPPED PERF.PIPE ON PREPARED CULVERT FOUNDATION, SEE CROSS SECTIONS Q IN THE UNIT BID PRICE PER FOOT OF 4"EDGE DRAINS. otS_ 3.INCLUDE HORIZONTAL&VERTICAL BENDS,CONNECTIONS TO CULVERT SECTION EDGE DRAIN&OUTFALLS.RODENT GUARDS AND FLEXIBLE Q Z DELINEATORS IN THE UNIT BID PRICE PER F66T OF 4"CORR.PLASTIC PIPE. 4.EXTEND STABILIZATION GEOTEXTILE ALONG ALL PUBLIC APPROACHES THE STABILIZATION GEOTEXTILE&EDGE DRAIN FULL WIDTH OF THE APPROACH,75'FROM BACK OF CURB ON COLLEGE STREET t W ' rn m Z COLLEGE ST COMPACTED EMBANKMENT MATERIAL .'4IilES� -Y:. Lu a FINISHED GRADE m SUBSURFACE DRAINAGE O Z GEOTEXTILE FILTER FLEXIBLE DRIVEABLE DELINEATOR R HIGH SURV.,CLASS A AT PIPE OUTFALLS w (ALL SIDES,TOP&BOTTOM) (SEE DTL.DWG.619-40) Z OVERLAP T MIN. z 1, EXISTING GROUND SIDEWALK BOULEVARD MAINLINE m TOPSOIL MIN. U 1 SEE TYP. SECTIONS i o o DEPTH VARIES BASED ON o p ELEVATION OF NATURAL GRAVEL LAYER 2'SPECIAL BORROW 4"EDGE DRAIN o 2'MIN. Y MIN.TO 8'MAX. 2'STREET EXC. WITH PVC ELBOWS SEE CROSS SECTIONS- SUBGRADE STABILIZATION GEOTEXTILE \ —SEE SUBEXCAVATION DETAIL` FOR ROADWAY GEOTEXTILE NATURAL GRAVEL LAYER ( DRAIN AGGREGATE SECTION (LENGTH T) 12+65 TO 13+25 LT 3' 13+65 TO 15+50 LT 24+75 TO 24+90 LT. 25+40 TO 25+90 LT. SECTION 10+65,81.0'LT. 1 0+84,50.0'RT. 14+12,34.0'RT. 15+00,64.0'LT.(SUMP ONLY AT GRADING LOW POINT NOTES: 19+95,42.0'RT.(SUMP ONLY AT GRADING L0WP0IN STABILIZATION GEOTEXTILE 19+95,61.0'LT. SUMP ONLY AT BUILDING 1.EXCAVATE FOR ROCK SUMP TO LAYER OF NATURAL GRAVELS. 20+20,72.0'RT.((SUMP ONLY AT DITCH LO POINT) & EDGE DRAIN DETAIL EXTEND PLAN DEPTH OF ROCK SUMP TO THE NATURAL GRAVEL 23+98,36.0'RT. LAYER BASED ON FIELD CONDITIONS. 29+88,42.0'RT.(OUTFALL&SUMP AT DITCH LOW POINT) 39+58,36.0'RT. ROCK SUMP DETAIL 2.ROCK SUMP EXCAVATION IS INCLUDED IN COST OF DRAIN AGGREGATE. 40+94,36.0'RT. 3.SEE CROSS SECTIONS FOR DIMENSIONS AND ELEVATIONS. NOTE: SIDEWALK SUBEXCAVATION 4.EXTEND DRAIN AGGREGATE TO FINISHED GRADE AT ALL LOCATIONS ROCK SUMP 1.SEE CROSS SECTIONS FOR DIMENSIONS. SIDEWALK SUBEXCAVATION DETAIL OF FINISHED GRADE LOW POINTS,SEE CROSS SECTIONS. NOT TO SCALE NMI"* c:\dgn\7426000rdd9tr02.dgn DESI BY GNED ROAD PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 1210(3) NONTANA DEPARTMENT REVIE OF TRANSPORTATION 511212014 CHECKED BY GALLATIN COUNTY CSF- 0.99943777T UPN 7426000 SHEET 34 0:54:34 AM CPS-U21 CURVE DATA MAIN ST. & MALL APPROACH DETAIL GALLATIN VALLEY MALL APPROACH COORDINATE TABLE O O O POINT STATION OFFSET NORTHING EASTING ELEVATION DESCRIPTION 1 9+43.97 135 522 407.180 1,565,502.718 4 R=14 ' M T T 2 S N R 5 E R = 140.00' R = 45.00' R = 50.00' 9+44.10 11 522414.303 9890 4B6 17 L = 39.48' L = 27.42' L = 47.95' G3 9+30.26 1 522414.556 1 05.498SIDEWALK T = 39.48' T = 27.42' T = ?,5.95' / 9+41.74 9018 RT. 522423.7 6 536 4 B 1 T _ SIDE A = 31'29'46" A = 62.42' 39' A = 54.51'40" EAK g+35.44 9 522429833 6 34.394 / G 19\\ G6 9+28.90 7 52 437A73 565 535.150 9+28.76OM87 RT, 522.450.191 1.565.565.371 859.22 E.C.R. =1 ' / \ Q4 9+12.77 52Z471,711 5655 . 98 4858.18 T.B.0 R K g+16.07 6 522 1.40.405 1,565,559.306 SMEWALK TAPER GIO 9+17.51 55.14 RT. 522,462383 1 566._65 SIDEVVALKTAPER Gil 8+88.77 81.50 RT. 522 478.9851,565,530,790 //G31 / \ G12 8+88.77 36,50 RT 522,496Z16 1 7.26 =4 ' 1 8+30.00 36.50 RT. 522 550.643 1,565,549,339 4 B 5. TTAPER lL/ NEW SDWK. 014 7+70.00 522 10.578 1,565,537.016 4854.4MATCH TAPER TO NEW SDWK. G15 9+55.80 135.33 RT, 522396.280 11,565.507,326 0 �s $ EXIST. EXIST TO \ 9+55.80 522 440,431 1,565.611302 GE OF AWCUT/WIDENING SOC Q'' � Sj 3 9+17-20 40.03 T 522 5/03.576 1,565,666,993 898 4 85 J G14 �0 a q 0�4/ -EXIST.CURBTG18 INLET,DO NOT =Z / SA 5 f 8+97.73 5 536.179 1 5 / `e! 4- S9 G26 ' DISTURB 9+26.48 522.493.766 1 6 = T r 41, DO NOT DISTURB '�Q/�.• 3.0' 6• 1 9+36.55 7 T. 52 488.149 1,565,675.087 4 11 pl ` EXIST.CURB&GUTTER 3 FS, 45� BT y0 60 _ \5�.5Py� 9+42.08 486,336 1 4 DO NOT DISTURB- `- \ 1 Ll, �S�- ?S.7 r Si r �E�QF N 9+43.91 7 5 486A79 89.343 4 EXIST_CURB&GUTTER 1 h / I 9+46.24 74,34 LT. 522486,769 1,565,696.701 75 -9 BREAK SEAL AND EXIST. 1T'1 9+4.73 522 490.112 Q8.44 4 4 - 1 LEI.Q.GRADE BREAK COVER LIMITS/ CURB S / �' ?+::;.. 12:1 20:1 "� ` 9+39.23 522 498.263 1 5 7 5. 9 F.G-.SIDEWALK TAPER r GUTTER 4,859,9 NEW 4"THICK SIDEWALK J 1 M JJJ ;'' a\ �2'� 496.949 1f, 4.859.97 F.G.SIDEWALHTAPER 1 \ 2 WIDE, �� _ __ _ " G27 6+04.34 522 539.77 1 5 7-7 4 - TRANS.TO EXIST. C cl�' �¢ NEW 40 _ 1 \\ � _-� � G25 9+45.00 1 522400.944 4 SEAL ER LIMITS C G34 1 - / SURFACING /S 5 _ __� T \ / 10+31.55 522 319.409 520. EALIMITS W F - '� t, " 1 N•, \ G20 R23 �- �yJB \ G31 7+70.00 5 633.6 1 565 591.612 SEAL COVER LIMITS v �. 1... 5 G21 3.196 096 r2%. \ w G28 - 1 i i 1 \� EX15T. EXIST. G24 R24/ 9+46.60 522516.7 5 1 6 769. 10SEAL AND COVER 4` 1,, ydS�P / EXIST. 10+21.45 449. 801�7 S OVERLIMIT,S__ Q x b EXIST \ `s t o G22 G23 + V SIDEVJAGK G13 18.40 1 n \ SAWCUT MATCH / G32- \ EXIST.PAVEMENT � Q 6'SIDEWALK--v �CAIE:t'=20�/ ad a z WIDENING TYPICAL SECTION rJ w 'Fa 1 P _j - L) > G„ - �5 1 �,a' ___ GALLATIN VALLEY MALL APPROACH d- G10 '0' h � �� `� � VARIES# i SAWCUT MATCH �� 7+70.00 TO 9+55.80 CONN. TO PTW / �/ 2 G7 ,1� o �.. EXIST.PAVEMENT /i VARIES ROADWAY WIDENING RT. w 5 R22 / •'`� �, SEAL B COVER iIt 9+17.20 TO 9+4T.73 CONN. TO PTW / W a R21 ♦/ \ /� VARIES# 12' VARIES# VARIES# 3' ADA IMPROVEMENTS LT. Ol7 C'6�, /�- �` o 10 /.- SEAL AND MEDIAN TRAVEL LANE TU SHLANE/ SIDTo'EWALK d/ a G5 951 'G18 �// oar G33 J COVER LIMITS • �r•z3� / 'i / I + �/j y,/�' PROFILE GRADE SAWCUT _F ILL HEIGHT AT Lu Z G1 1T1.'�i�'/ +lk t••/ �. •bofe i /,j i SLOPE STAKE S � �"�G15 'i �/Y B'CONC.SIDEWALK 177 "7�� i1' !� // 0.40'PLANT MIX BIT.SURF. 3"CR.AGG.COURSE G29 �� �` �'' / / 0.67'CRUSHED AGG.COURSE 6 2.00'SPECIAL BORROW- CROSS SLOPE 1.5% #SEE GEOMETRIC DETAIL THIS SHEET. _ _ G CONSTRUCT CUT AND FILL SSEEECROSSS AS FSECT IONS LAT AS PRACTICAL i�� '�•/ 1'1 1 1\ 9 SPECIAL BORROW DOES NOT APPLY 9+I T.20 TO 9+47.T3 LT. S SEE ADD. SURFACING SUMMARIES FOR OUANTITIES *SEAL AND COVER APPLIES FROM GEOMETRIC DETAIL SHEETS NOTES: REVERSE TYPICAL SECTION FOR Li. 7+70.00 TO 10+22.65 LT. & RT. AND .� FROM 10+22.B5 TO 10+35.22 RT. S M 000 \ \\ 1 1.ALL CURB CALLOUTS AND RADII ARE AT BACK OF CURB. .� `1 - � 00 ty�� \\ ADJUST ELEVATIONS AND SPLINE GRADES BETWEEN G30 � r �°�� 0a 8 ELEVATIONS AS NECESSARY TO ENSURE PROPER DRAINAGE. 1 7V,� •• p p .. 2 ALL T.B.C.ELEVATIONS ASSUME FULL HEIGHT CURB. SEAL ANDT.B.C.ELEVATIONS DO NOT REFLECT LAYDOWN CURB OR COVERLMITS _ \` Mi+ TAPERED CURB AT SIDEWALK HEIGHT REDUCTIONS. CURB RAMP COORDINATE TABLE \ 3.SEE DETAILED DRAWINGS FOR CURB RAMP POINT STATION OFFSET NORTHING EASTING DESCRIPTION 82. AND LAYDOWN CURB DETAILS. R21 9+7.71 47 RT. 433-534 1 5'WIDE LEGEND: 4.MATCH EXISTING ELEVATION AND CROSS SLOPE + 64-08 RT. 522447.461 11,565,561039 5'WIDE AT END OF ALL APPROACHES.SAW CUT EXISTING PAVEMENT,CURB,AND R23 52.44 LT. 489.796 1 56 71 6.7'WIDE -1 SIDEWALK.INCLUDE THE COST OF SAW CUTTING IN OTHER ITEMS. R 4 76.77 L 522487.219 5'WIDE REMOVE EXISTING GEOMETRIC DETAIL PAVEMENT AND CURB 5 CURB GRADES ARE MEASURED AT THE FLOW LINE. GALLATIN VALLEY MALL 6 SLOPE ARROWS INDICATE DIRECTION OF FLOW. APPROACH REMOVE EX.SIDEWALK 7,PROVIDE CURB TAPERS AT ALL CURB TERMINAL SECTIONS, INCLUDING DRIVEWAY LOCATIONS. 8.ALL DIMENSIONS ARE IN FEET UNLESS NOTED OTHERWISE. SCALE:1"=50' ,{ c.k1gn17429000rddofe0Y.dan DESIGNED BY MONTANA DEPARTMENT -VI Y ROAD PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 1210(3) OF TRANSPORTATION 5/12 2014 CHECKED BY 9-54:49 AM 77771 GALLATIN COUNTY CSF= 0.99943337T UPN T426000 SHEET 35 CURVE DATA COLLEGE ST. & MAIN ST. & S. 29TH AVE. MEDIAN CURB COORDINATE TABLE DETAIL COLLEGE ST. &MAIN ST. &S. 29TH AVE. COORDINATE TABLE OO O POINT STATION OOOSET NORTHING T_ 22348.466 1,565,666.890 1NG DESCRIPTION POINT STATION 10++35.43 99.61 T. 20RTHING 41 466 1,565,754.723EASTING ELEVATION �EWAixDAPCERRIPTION ml R = 63.0' R = 32.00' R = 30.00' M2 10+62.00 6,00 348-855 1,565,667.011 = A42 10+ 19 .8 LT. 415.423 1565748.099 4862.48 T.B.C. L = 63.0' L = 32.00' L = 30.00' 10+62.00 5.00 T- 9.245 1565668.7 =l' A4 1 +4 .0 96. LT. 522406.364 1,505,755.207 SJDEWALK TAPER T = 92.65' T = 5.98' T = 7.07' M4 12+01.00 7.00 1 565 5 4 T - + 9 64.8 LT. 522 92148 1,565,726.435 4862-35 E.C.R.R=150' B.C. R=45' A = 84'14' 43" A = 16'31'29" A = 51'30' 14" M5 12+01.00 0 RT 522,238,927 1565753. C +94. 7 0 LT. 522302.164 1565846.447 C.C-R=150' M6 +4 . 0 1 1 1 5 5 800 02 T.P.C.MIDPOINT A46 10+63.85 53.44 LT. 522 370.309 1,565,723.276 SIDEWALK TAPER M7 1 +49.00 1.00 LT, 522,226,221 1 565 800 510 O NT A47 10+155.40 46A6 LT. 52 366.159 1.565.717.450 4.862.23 T.B.C. GRADE BREAK LOW POINT ® O © me 2+97,00 5.00 LT. 522.225.110 1.565.847.911 A48 10+83.65 42.50 LT. 522 347.642 1 565 720.994 4,862.71 E.C.R.R=45' Mg + 7.0 1 65 041.9 T A 87.50 LT. 52 366.153 1,565,762A38 C.C. R=45' M 0 1 + 3.00 0 T. 91 =1' O A 0 1 + 1. 42 LT. 22 340.23 1,565,723.996 4 86282 B.C.R R=127.5' R = 125, 1' R = 0. 7' R = 46.96'00' Mil + . 0 0 6e = 1 L = 77.31' L = 70.47' L = 46.96' A51 1 + 42 LT 522,262.251 165879.975 4862.56 B.C. =10' T = 39.93' T = 35.90' T = 25.87' + A39 A52 1 +2,64 T. 22,272.250 1585880.088 C.C.R=10' A = 35'26'07" A = 35.90' 00" A = 59'47'26" A53 13+ .13 T 522 267.643 1,565,889,523 4,862.59F.G.SJDEWN LKAT LUSH CURB FLOWLIN EXIST. A54 1 + ,0 LT. 22 73.638 1 565 BB9.991 4 862.6B F.G.SIDEWALK AT FLUSH CURB FLOWLIN Y 5'SDWK. A55 13+33.60 61.1 LT. 5222 0.880 1,565,885.140 4.863.44 E.C.R.R=10' B.C.R R=20' \ /�.✓ 13±43 51 78.56 LT. 522,298.139 1,565 895.245 C.C.R=20' R = 271.4 R = 2 07.3' ` \p pp p0 P S\ \O \ i R f i A40 A57 13+24.18 73.43 LT. 522 3 225 1,565,875.858 4,864.00 E.C.R.R=20' } M\<J \ 13+ 4 76.01 LT. 522 295.620 1,565,875.200 4 B64.09 T.B.C, END CURB.MATCH EXIST. L = 28.09 L = 73.83' 1 + 63.02 LT. 522282.040 165944.575 4865.06 T.B.C: END CURB MATCH EXIST, T = 14.06' T = 37.31' �' p0 V'W , ,qr �410 1 + 1.7 1.40 LT- 522 280.554 1,565,933.288 4,864.05 E.C.R.R=9.5' A = 5'55'54" A = 20'24' 12" r r O�� A41 A61 13+83.09 0.00 LT. 522271.135 1565934.528 C.C.R=9.5' �' �• �� y A43 A14 3+73.81 54.00 LT. 52 273.240 1 565 925.264 4,862.54 F.G.SIDEWALK&FLUSH CURB A03 1 +7 .93 48.00 LT. 22 267.239 1 565 925.31 4,862.45 F.G.SIDEWALK&FLUSH CURB R4 A64 13+83.09 4Z51LT. 52 261.636 1565934421 4862.35 B.C.R. R=9.5' 5 1 7 A65 10+ 7 .20 RL 307.722 1 565 590.532 4.863.21 F.G.MATCH EXIST.PATH J a 4 j 1 A66 10+89.80 0 RT. 522.301.708 1 565 627.708 1 4,863.22 F.G MATCH EXIST.PATH R3' 7 + T 1 4,865.06 MATCHEXIST, A49 •,r T 2 S N R 5 E .r1' �/` ` T`f A466 R.45" Lu •i` 894' /� L A50 w EXIST. 8 �/ �qp, SDWK.\ a`p+ N 1 M nil Na 1 \ \ 5.5'BLVD. DO NOT DISTURB d L17 V va s `, AS 6'SDWK,; EXIST.CURB& 0 a Al R1 R2 T AB �@� ��„ % \\. SIDEWALK r- r N , ` -A67 Q p A65-7-, �� 3D6s. 0� \ A \ � A45 2 - A7 �3" \ 3'CURB TRANSITION \,'4 ,a,�, ,.\O 'q A56 1 SEE DETAIL SHEET 06 g � ¢ �A66 , a,N \\A ��n' Q A57�, Q Z CURB RAMP COORDINATE TABLE 0\ P •• �. g a* . �� <.`�� `s�S A ` �A55 \ 8 \ A59 w POINT STATION OFFSET NORTHING EASTING DESCRIPTION ��= +aw � '� `.• 2iw�� STM �- L) > R1 1 +41 61 RT. 522 338.539 1 565,591.Q87 S WIDE_ AB a `� \ A52 A62 60 V R2 +54 3 47 RT. 5 336.6441,565,619.2665`WIDE --- - -M ------ -- Lu H R3 1 +54.17 53.68LT. 522379,313 15 SWIDE NEW BIKE/PED.PATH �a \ ^6�-- � AJ`1 a - ��1.5% - - -----___-_-_-_ _ ��6'SaDWK R4 +3 6 85.04 LT. 522,409.042 156 741,198 SWIDE (INTERSECTION A9 4T + !� Y�. - $EF�� 1+_">- -_- _ - _ 5.9% -_- -_ - J-es: +7Lw a (7 CONNECTION \ ` CV` - r, r- r_�rrat� rr ".. z RS 12+67 22 44.55 RT. 522 177.6631,565,812,054 10'WIOE i"��� ;aea ` , A53 A63 - _ _ EECVRO ZvTr z T 10'WIDE 11+01,70.33. 7' i �� tea° I PROFLE� BEGIN 10:1 LANE TAPER °e LAYDOWN CURB AT Ill t,/ '-ap\ M5 42.b APPROACH,TV. N m- COLLEGE ST. & MAIN ST. &S. 29TH AVE. COORDINATE TABLE �� �o° TOBOC ,SEE DTL.DWGS. 42.5' _ - M7 -- r M12 0 I TO SOC O Z �� 0O ` °x a_ x /M9, M11- e�Y M16 M17 M20 POINT STATION OFFSET NORTHING EASTING ELEVATION DESCRIPTION •t ` x. -_ -- --- A1 10+44,39 95.26 RT, 522,131,311 M5,28.743 4862.12 F.G. SIDEWALK TAPE MATCH EXIST. \ �\t\ �\ M4 x'exrj =_jls_Wiz-' 4 -IF z A2 0+51A9 91.30 RT, 52 325.304 5585.161 4862.33 .G. SIDEWALK TAPER - "g99s= V A3 10+40 20 88.55 R 522,336.775 1,565,583.294 4 662.1 = 3'MATCH EXIST, All✓ '.��` M6 y MB M10 + M j8 rrrrrrr =' COLLEGE ST, w Ad 10+49.35 62. 7 T, 5 33B.546 565 610.965 4 62.31 T.B.C., BADE BRFJUC `��\ 1 7p6• Mi4 M13 Mfg a4 30.5' A5 10+65.57 44.88 T 33 418 1,565,633.396 4,862,50 T.B.C. GRADE BREAK ��` /SF I'I"'LANE a TO BOC A6 10+89.A4 56.4 R . 5 22.336 1 565 624.218 4 .G. SIDEWALK TAPER 11+85.00 A1.50'RT. v� plp (/R Y_ - _ TOR ') SEE CURB N cZi END 10:1 AP / A_2.8 A7 11+01.70 33.07 RT. .077 1 565 659.444 4.863.14 E.C.R.R=63' B.C.R.R=2 1.4' L 5N, J/ 'PROFILE A8 10+98.75 95.96 RT 22 276.321 1,565,601.078 C.C.R=63' .� A13 A9 11+25,00 35.50 5 2 4.692 1,565,671,454 4 863. 5 E.C.R.R=271.4'.B,C,R,R=207.3' NEW BIKEJPED. A15 A37 A10 13+57.50 183.87 LT 22 403.284 1,565,910,426 C.C.R=271.4' PATH CONNECTION y- , o a RB- + A36 R5 A2g A11 11+85.00 41.50 RT_ 622.218.181 1,565,718.364 4,863.29 E.C.R.R=207.3' B.C.R.R=211.5' EXIST.10' 1 ` N' 6°I°� \ A35 NEW 10'WIDE Al2 12+99,30 15670 LT. 522.376.773 1,565,851,923 C.C.R=207.3' BIKE/PED.PNTH - -- �,` 7%' �y A32 BIKE/PEO.PATH LOCATION APP 1.5% \!� ;,��T j EXIST.ld A73 12+57.08 4L50 RT k22,182,784 1.565.800.030 2.93 E.C.R.R=211.5' B.C.R.R=32' Al A17 a A25 ! 9 ____0._ I __ ;BIK EXIST. PATH A14 10+91.56 17 _ T. 522 390.194 1 565 841A23 C.C.R=211.5'&C.C.R=127.5' ,,,�,. y -- - A15 12+50.00 47 22 78.8 1 565 789-999 MATCH EXIST,PATH A1B A30 A16 12+52.14 57.15 RT- 168.821 1565790.51 MATCHEXIST,PATH A19 A20 � r y�1 / 3 A31 I AM MEDIAN CURB COORDINATE TABLE A17 12+61.26 4 RT. 174,713 1,565,803.906 SIDEWALK TAP IK ENO BE/ H A33 A18 12+71.47 .12 RT. 166.490 1565816.186 SIDEWALK TAPER lk+ BEG.RAMP i_. I 3.4%, � `.�q28 POINT STATION OFFSET NORTHING EASTING DESCRIPTION ,,\ � A19 12+57.08 73.50 RT. 151.403 1,565,793.767 C.C.R=32' A22 A24 A27 4 1 *52.75 p RT. U2,213.481 1,565,903,530 C - A20 12+74,85 52.72 RT. 22 168.429 1 565 820.862 -- 5 E.C.R.R=32' END CURB MAT H EXI T. 1 3+52.75 7.00 RT. 522 212A82 1,565,903,525 B.C.R R=l' A21 12+98.00 50.85 RT, 522 169.255 1 565 84 .28 4,862.45 F.G. MATCH EXIST.PAVEMENT M15 3+52,13 5,21 RT. 522 214.274 1,565,902.926 E.C.R. R=V A22 13+00.00 76.49 RT. 522143.SB7 1 565849.990 .54 F.G. MATCH EXIST.PAVEMENT 1 13+6,&26 93 LT. 522225.254 1 565917.173 B.C.R. R=5' A23 13+01.67 139.08 522 ,984 1,565,650.953 S.29TH AVE. END STRIPING A M17 13+69.34 7.00 LT. 522 28 293 1,565,920.271 E.C.R, R=5' 'u 1 LP 3+69-35 00 LT. 5 94 1,565,920.225 C.C. R=5' A24 13+02.36 76.49 RT. _ 522 143,560 1 565 852.347 4 F.G.CL S.29TH AVE. MATCH EXIST `. M19 13+70.00 7.00 RT. 522 212.287 1 565 920,771 T.B.C. A25 13+02-63 51.7 522 168.341 1,565,852.899 4,862.52 F.Q.CL S.29TH AVE. GRADE BREAK + 018.9 o Tac. A26 13+02,87 22.00 RT. _ 522,198.046 1,565,851480 4,862.01 F.G.CL S.29TH AVE. GRADE BREAK EXIST. i 5'EXIST. A27 13+19 8B 76 522 43.260 1,565,869.867 4,802.43 B C.R.R=3 ' BEG.CURB MATCH F>0ST_ S SOWK. A28 13+26.37 77.82 RT. 522 141.966 1.565.876.347 SIDEWALK TAPER MATCH EXI T. A29 13+32.45 53.65 RT, 522166.060 1 565 882-695 4,802.19 E.C.R.R=30' B.C.R.R=125' A30 13+39.37 56.78 RT. 522,162.855 1,565,889.581 BEG.SIDEWALK MATCH EXIST. 17,5' 17.5' A31 13+40.84 61m RT. 5=.157.801 1,565,890.996 BEG.BJKF/P PATHGEOMETRIC DETAIL A32 13+59.68 51.31 RT. 22 16 .094 1 5 90 .9 F.G. END SDWK. BEG.BIKE/PED.PATH A33 13+49.84 , 141.422 1 56 899.811 C. .R=30' COLLEGE STREET& A34 14+04,92 155.50 RT. 522,063,402 1 565 954.01 C.C.R=125' A34 MAIN STREET A35 13+70.39 7 RT. 522,181919 1 565 920.83 .41 T.B.C. A36 14+04.92 30.50 R 22 188.39 1.565.955.4 2a 4,862.59 E.C.R.R=125' GRADE BREAK HIGH PNT. & S. 29TH AVE. A37 14+10.00 30.50 IRT.1 522 188.337 1 565 96 .5 3 4,862.56 T.B.C.GRADE BREAK A38 14+20.00 60.2 RT. 22 158.27 1 4 662.82 F.G-END BIKE/PED.PATH MATCH EX. A39 1 +24 131 72 LT. 522 436.729 1,565,780.171 4 862.64 B.C.R,R=150%MATCH EXIST. A40 + 1 T, 71 TEE13,MATQH E SCALE:1"=50' 3 cldgnl'/42G000,ddo1z04.dgn E N DBY ROAD PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 1210f31 YONTANA DEPARTMENT VI BY 2 OF TRANSPORTATION 5I12I2014 CI{EREO BY GALLATIN COUNTY 9:55:04 AM CPB•U2/ CSF= 0.9494333TT UPN 7426000 SHEET 36 CURB RAMP COORDINATE TABLE DETAIL MEDIAN CURB COORDINATE TABLE POINT STATION OFFSET NORTHING EASTING DESCRIPTION POINT STATION OFFSET NORTHING FASTING DESCRIPTION M2] 15+33.00I.T. 1,566,90 B.C.R. R=V R7 1g±32,05 56.44 RT, 522i56_617 §§47224_ 10'WIDE __ M22 15+33.00 LT. 7 C.C..R=1' RB 1 + 56.30 RT. 522 156.347 10-WIDE I - M23 15+33.00 7.00 LT. 522,224,445 ] 1 E.C.R. R=1' M24 15+80.501,566,131,417 B.C.R. R=5' LANDSCAPE ISLAND WALL COORDINATE TABLE Mzs 15+ R , ,1,566,131,361 1 1 E.C.R R=5' BC-R.R=50' POINT STATION OFFSET NORTHING EASTING DESCRIPTION I RCI REALTY M27 1 + 5 1100 LT. 1 1 7 C.C. R=50' W1 16+Q2,00 6 1 BACK OF WALL M26 + 7 RT 1 E.C.R. R=5 ' W2 1 + 0.87 RT, BACK OF WALL M2 + 1,566,15Q,7 T.B.C. M37 M30 ] + T 1 T_B.0 W3 + 566-447. BACK OF WALL N131 + .00 LT. 522,220.323 1,566,271,884 B.C.R R=l' W4 + BACK OF WALL M32 17+ .00 LT. , C.C. = CAFE ZYDECO B24 J w M3 + LT. E.C.R. R=V a ^ Gt �,w M34 17+ 00 LT B. .R R=1' 625 tr tr I M35 + 0 5 50 LT. 2 2 1 C.0 R=1' v / ! M36 7+ 1.45 4.10 LT E.C.R R=T B.C.R._R=,6D' BZN I ° S RG. M37 1 +4 .02 15300 T. C.C. R=160' NEW CURB CUT AT $z 2�/ II 826 `p 1 ARTS M38 18+40.00 7 RT E.C.R. R=160' LOW POINT,SEE PLANS (7 � •/ N11 I z - M39 18+61.91 7. LT B.C.R. R=140' FOR GRADE TO DRAIN w / 11 ^w M40 18+61. 1 133.00 RT, 1,56B.411.224 C.0 R=140' TO ROCK SUMP LT. m v at 11 M41 19+16 4.1 1,566,467,354 E.C.R. R=140'B.C.R.,R=1. B19 / 11 J T 2 S N R 5 E _ - MATGH 1. % B13 \ �`B23 111 B27 B36 yg B38 M43 ] +1� 7 R 5 �66 7 66,735 E.C.R. R=1.5' B6 EXI�_� - / B20 11 �. Bs =3ff I //812 B21 II rnll1 B37-" M44 1 7 00 .4 1 66.M.243 B.C., R=1' M45 1 6.00 RT- ] C.C. R=1' �jt Ti I M46 1 5,00 RT. 741 15 E.C.R. R=l' _ B 1 1�-`B 1011 B17 I I Q 11 a I) I M47 +17. 0 7100 RT- 204.9 ?.5Q Sti4i B9... Ba 816 I I I I I I`R - +, Tac ^ I 3'CURB TRANSITIONI I�I B2a B29 ' \(I at a6 B39 N - N 11 1\LU S ETEEDETAI Ra '// r - I B40 t- N w 1s% ---- ------ 5 - ------ - �/ �� MH)h- STM LLI -- - v B14.r 5.9%�815. � 5.VBLV�D. 616 ��B31- 5 � - --- ----- -- ------------------------------ ------ �1.t rt-=-------==-Tzz� 's aii�.� Snrn�^_ 15.9%g32 ai --- - 1=5%- _ 1_5% 6'SDW_K. P-- ---------- _ B1- M27B7 -__,-.�a.z r_- CONCRETEAPRONJ ---- `--_ r'-4^.5'9-%� � ----� -J .- ' --- ___________________O42.5' TYP..SEE DETAIL SHEET B30 - B33 B42643 841- --- -------TU BOC LAYDOWN CURB AT APPROACH M34w TYP.,SEE DTL.DWGS. M39 30.5' aM23 M22 M24 M30 M33 M35 W2 W3TO BOC U)_I MZZZZZZ*Fl. i� Cz •_____ __ __�i�i siiiii Q 2 ssseas t • ,dssaass+a aisiss a W.COLLEGE ST. a i °i M41 6 M48 �! M32 S 89°21'11"E a M25 j aea ee easaa a-..-=ass _ Mal M36 _ -aa a:aaac =oas=siccsiu=s ii M42-r a1.5• R=1' eii=sccc==_ acaaxa^a Q z M26/ M28 305' W1 M38 - - - M43 M45 M47 30.6 �] IY M29J - TOBOC / B56 �__-_-------------��t•�= T`CON-C.APRON - -vim�.� _CONC_APRON --u_ to W -J/ LANDSCAPED ISLAND WITH WALL B47 ye -- B51 ` �\ 5.9%+ i • 'y862 d z SEE DETAIL SHEETS \ // B66 B56 - �� B64 / N' a, / B52 857_ v Nl N -B61 g 1 EXIST.10'BIKE/PED.PATH �1 a !I 5.. / 3• I P�• 859 MATS{ 860 o,. - EXIST.10'BIKE/PED.PATH Ill a 1 0 2 \ z 0 / -EXIST, B59 Oz 845 B48 I �� / B53 B63 EXIST.CONCRETE STORM W COLLEGE ST. COORDINATE TABLE . NHOLE B65 B46 MEXIST�EXISTjI eas B67 B50 TO DRAIEMAIN NN BOX APLACE w z FIB4 STATION OFFSET NORTHING EASTING ELEVATION DESCRIPTION " EXIST. 854 M40 , z +1 0 42.50 LT. 522260,169 1566064.320 4862.66 B.C.R.R=25' 6'SDWK. + 67.50 LT. 22 285.167 1 566 064.603 C.C.R=25' WARP PATH TO MATCH > + 67.50 LT. 522284,885 1566089.601 4,863.16 E.C.R.R=25' EXIST SIDEWALK + 77.23 LT. 522 294.614 1 566 089.711 a863A0 B.C.R.R=30' ] + 0 77.23 LT. 5222 4,953 ,566059.713 C.C.R=30' COLLEGE ST. COORDINATE TABLE + 5 86,44 LT. 22 303.840 1 566 088.366 4 862.84 E.C.R.R=30' END CURB.MATC T1 +05.0 42.50 LT. 522259.130 15 156. 14 4863.12 B.C.R.R=25' POINT STATION OFFSET NORTHING EASTING ELEVATION DESCRIPTION B8 16+05.00 67.50 LT. 522 284.129 1,566,156,597 C.C.R=25' B38 1 + 90.23 LT. 522 303.629 1,566,442.331 4,860.75 F.g.MATCH EXIST-PAVEMENT B9 1 +80.00 67.50 LT. 522 284,411 1,566,131.598 4,862.89 E.C.R.R=25' B39 18+91-00 5556 LT. 522 268.962 1 5, 66442.439 4,864.23 C =2 ' END CURB B10 15+80QQ 75.65 LT. 522,292,556 1 6 1 1. 9 4 62.47 B.C.R,R=10' B40 19+16.00T 522 268.680 1,566,467.438 - B11 15,90.0075,65 LT. M.292,443 1,566,141,690 C.C. = 0' 522,243.713 5664 6.15 - ' B12 + T. 522,302,401 1,566,140,769 4,861.71 EC.R R=1 ' B42 18+57,93T 252 142 1,566,409.185 4 F.G. I W K AT FLUSH CURB FLOWLINE B13 1 + 7 86A3 LL 1,566,148,806 4,061.65 END CURB,MATCH EXIST. a43 18+98..497 566 450.029 T FLUSH C. RS FLOWLINE B14 15+29.43 48,00 LT. 592,265.4831 4 F.G.SIDEWALK AT FLUSH CURB FLOWLINE 1 + 1.566.435.072 8¢¢76 -R-R= ' B15 15+88.57 48,00 LT 46 4,863.13 F.G,SIDEWALK AT FLUSH CURB FLOWUNE B45 18+84.607 142 1 566 4 .620 QC.R=401 B16 17+09.00 38,82 LT. 522,254,277 267 4,663.72 13.C.R, =25' B46 19+24.6070.50 HT, 522,142.529 1,506,474.618 48 -R- =40'.END CURB,MATCH EXIST 817 17,10.00 63.80 LT. 279.244 1.566.26t549 C.C.R=25' 847 ] +12.00 51-89 Ill 522,161.279 1,566,462.229 N PATH B18 17+35.QQ 63.80 LT. 522,278.961 1,566,286.547 4,863.52 E.C.R.R=25' B48 19+IZDO522151.280 1,566,462.116 4 64 70 PATH B19 17+29,82 93.77 LT. 522,308.985 1,566,281.701 861.4 E.C.R. =5' ND CUR MATCH EXIST. E49 1.9+59.6070.50 RT. 522,142J34 1,566,509.615 - 'END CURB MATCH EXIST. B20 + 88.77 LT. 52,2.303.9871,565,201.829C.C. =5' B50 l9+K6O0 FIT, 522,141.682 1,560,549,613 =4 ' B21 17+35.00 08.77 LT. 2 9 1 1 566 286.829 4,861.92 B.C.R.R=5' U51 lgta%60RT- 81.679 1 6 - B22 17+49.05 119.33 LT. 522.334,330 1 56 30 220 4.861.17 F-G. MATCH EXIST.PAVEMENT + .72 RT, 522.160.766F- RAMP,BEG.PATH B23 17+49.88 97.76 LT. 522.312,750 1.506.301.805 4 61-50 F.G.GRADE BREAK 853 19+72.5061.72 RT- 522 50.767 11,56CWZ6114 P BEG PATH B24 ]+ 133.79 LT. 52 348.583 1,566,319.198 4861,14 .C.R. _14'.END CURB,MATCH E)UST. B54 19+42.10 70.50 RT. 5 2 142.33 1 fi .11 F MATCH EXIST.PAVEMENT B25 17,76.50 131.12 LT. 522 345.804 1,566,328.805 C.C.R=10' + 3 .50 RT. 522 181.568 1,566,559,964 4 =15' B26 17+66.65 129.41 LT. 522,344.213 1,566,318.932 486 . 1 B.0 P R=10' -Jll&- 20+Q9,50 45.50 RT. 522 166.569 1 .7 .R=15' B27 17+72.11 97.76 LT. 522,312.505 1,566,324.041 4 61.7 T. .0.GRAD EA + - 45.50 RT. 5 166-399 74.7E.C.R.R=15'BEG.CURB TAPER B28 + 55.79 LT. 522 270.447 1 566 330.81 4 864.25 E.C.R.R=25' 20t24,5051,81 RT. 522,160.094 1.566.574.723 4.9rz4.95 F.G. CURB TAPERMATCH EXMT. B29 18+04,Q0 60.04 LT. 522 274.424 1,566,355.500 .0 =25' 20+49.50 49,66 RT, a161_9¢ .7 CURB TAPER MATCH EMST ,PATH B30 18+03.00 35.06 LT. 522 249.457 1 566 354.219 4,864.26B.C.R_R=25' _Mg__ 20+49.50 45,50 RT. 522,166.117 1 4 = EG.CURB TAPER 831 43.66 LT. 5222 8. 2 1 6 276.95 4.863.9 F.G.SIDEWALK 45.50 RT, 522,165,948 1,566,614.792 - GEOMETRIC DETAIL B32 1 41.21 LT 522255.789 1566338.094 4864.25 F.G SIPE . 0 RT. 522,180.947 14 486B.C.R. = COLLEGE STREET B33 +41. 0 33.53 LT, 522 247.493 1,566,392.494 4,864.49 B.C.R.R=25' + 1. 1 RT. 522,159.953 1 4,865,23 H EXIST.PAVEMENT B34 18+42.30 58.51 LT. 522,27Z460 1 566 393,776 C.C. =25' 8134 18+92.0051.83 RT. 522 161.567 1 56 442.231 4,864 2p G.PATH.MATCH EXIST. _ B35 18+67.3 58.5 _ 522 272. 77 1 566 418.774 4 63.8 C.R.R=25' + 1-43 RT- 522,151.967 1 55 44 1 G BEG.PATH MATCH EXIST. B36 + 7. 9023 LT5212,301891 1 566 41-9.132 4 61.00 T.B.C. END CURB.MATCH EXIST. ] + 5 RT. 522.160.441 1 56H"t F - D P H MATCH EXIST. B37 + C 4 T T. 1,566,540,116 SCALE:I"-51Y 3 i �i4ldianV426Mf6dootE08-don DP. IGN(D OY M �` MONTANA DEPARTMENT REVIEWEU By ROAD PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 1210131 OF TRANSPORTATION 5/122014 CHECKED by CALLATIN COUNTY 9:55:19 AM CPS-U2'I6 11, 0.9994333T7 UPN 7426000 SHEET 37 DETAIL r- N M N N N N N N N d J •_C28 z O w T 2 S N R 5 E � C30 0 C31 C29j a 3%N 5'SIDEWALK �i C25 4 - ---_.-•...-.••_...._.._.. C32 EXIST.V 6' DWK. a C43 SIDEWALK I 5.5'BLVD. C26 �r� 2�6% 2.7°Io�Il C33 3 C27 6'SDWK. rII11'� I 1 Iy1.3°6 N1����i I C34 M67 C4 I C5i C23 1' 61 ap �1y'` CC44 36 EXIST. I- - 3'CURB TRANSITION TYP. 2 / bYl� � w�ti,�Q C C4MATCH C3 - C6 --BEE DETAIL SHEET / y� "+ "\�L C87- C2 41" LAND CAPEDI LAND C22 7-Q3°�_ 0.5% _ . C42 p C7 S S WITH WALL C21C11 I Iio I C12 SEE DETAIL SHEETS C17 M C20 -- , C384.. . M57 _ C19/ r' l _ Sim a \ STM, C41,' Q� STM STM STM -- TTT TM TM ---- ° STM-----1-- -1 - 3T_- R� N ' 10'SDWK. FVa" a�aQ' -I•_y-_ a--s=-=_-_---_--_---,a-_a!7T-_a_-a-_-a_--_--_��-.-rr_' '-= ---+4 5r.9'°=k= -r-+-r as-�-a.--a_.�_- ►aaas-ss- s=a _ -esa=--_5 Taa--=_-L_-s-:-z--r_-_ a____=a-____-_-� aa=s°_l°a___ _-a=a=a= a�a a_aa' >°aa a_r-ass r raa�a aeeJe OWS -sa Ta rreaaa-s-ea-ssaasaaa_ BVD--sxr=-aa-aaaa- rw _5'rLVD C39 .6L . -- -- ----- W M64 MM54 a M63 W M50 M53 55 W7 N286 M65- M62aaaaaaa ma- aa aRa 2' aa----------- _ 6 WB-- g52 M66M49 589 M60 W5 -aa aa O a CONCRETE APRON TYP.- W6 M58 \ M59 W10 M66 -- - '- - - Q y SEE OETAILSHEET N ==-=------------=----=-=-----_-_-_-_-- --_- ------------------ -------------_--_--------__------._---------r z --_-- ___--_-_---------------------------------- pi g LAYDOWNCURBAT COLLEGE ST. APPROACH,TYP• - P 1=25+16. 18 LANDSCAPED ISLAND WITH WALL O SEE DTL.DWGS. SEE DETAIL SHEETS Q z C13 C18 A =1' 04' 59" (RT) f R =27.000: V - - -----J - -- T =255_N. 04 I I PAD.PATH IRE/ L 5 10.38' - - .L--- -- - - _.---.._ ._E.=J..2..1' a c� COLLEGE ST. & PROFESSIONAL DR. COORDINATE TABLE C15 S =N.C. z NEW 10'WIDE z POINT STATION OFFSET NORTHING FASTING ELEVATION DESCRIPTION z BIKE/PED.PATH 4 Cl 21+49.60 30.50 LT_. 522,240.982. 1,568,700.742 48@b,63 _C,►- f;725' W a C2 21+49,60 55,60 LT. 522 266.960 1,566,701.024 C.C. -2 m - C3 21t74M 56.50 LT. 522 266.896 1 566,726.023 4,066.76 E.C.R.R=2 O i C4 21+74.W70AO LT. 522 .5.73 1,566,726.191 4,064.65 ,B:C,.END CURB,MASH X T. - w CS 70.40 T. 5 280.223 1 757.189 4,804,97 C. D CURB,MATC XI ST. CURVE DATA z CB + 55.50 LT. 522 .348 1566757.021 R =25' COLLEGE STREET & PROFESSIONAL DRIVE z C7 22+30.60 55.60 LT. 522 265.066 1 566 782.018 1 C,C,R=2W0 C8 2Z+30.60 30.50 LT. 522 240.007 1,566,781.737 4,865.29 B,QR,R=26 O O O w C9 21 .03 36.00 LT. 522 246.296 1,566,717.235 4 ID T CURB FLOWLINE u C;D 21+73.60 48 O LT. 522245.753 7 ;s66�86 4,865,45 ► EWA T FLUSH CURBFLOWLINE LANDSCAPE ISLAND WALL COORDINATE TABLE R = 125.00' R = 50.00' R = 150.00' R = 45.00' 24.9" 4.M29 T.B.C.GRADE BREAK C12 22 .60 48.50 LT. 522 .337 1566757.941 4 .1 ,B.C.GRADEB L = 58.81' L = 54.86' L = 63.98' L = 51.40' C13 22+89.10 56.Q4 RT. 5221b2880 1 .200 4 FIWA6 INT STATION OFFSET NORTHING EASTING DESCRIPTION T = 29.96' T = 30.56' T = 32.49' T = 28.91' C14 22+89.10 68.04 RT. 522142.860 1568839.078 5 22+30.00 5-50 LT. 5 215.076 1566780.861 BACK OF WALL A = 26.57'25" A = 62*51'55" A = 24'26'24" A = 65'26'41" C16 23+2 .60 66.51 RT. 522 141.899 1,566,876.475 4,864.14 22+30.00 3.61 RT. 52 205.970 1 566 780.758 BACK OF WALL C16 23+26.80 56.51 RT. 522 151.899 1 568 876.612 4 .08 7 23+20.OD 5 50 LT. 522213 995 1566 870.862 BACK OF WALL C17 24+14.25 30.50 LT, 522 237. 1 566 .549 4 664.37 B.C.R.Ra125' B 23+20.00 1.31 LT. 522209.803 1 566 870.806 BACK OF WALL C18 24+ 32.23 L . 52 238. 3 5 6 9 5 4 664.22 T.B.C. GRADE BREAK 9 25+9a0o 5.50 LT. 522 2o9.005 1567140.870 BACK OF WALL C18 24+ 7,3A L 522 243 7 .341 4 883.98 T.B.C. GRADE BREAK 10 25+90-00 0.58 RT. 522 202.930 1,567,140.727 BACK OF WALL C20 4+7 .8 44.14 LT. 250 174_ 1,567,072.436 4,863.68 E.C.R.Ra125 B.C.R.RQ50 C21 +7 .06 51A8 LL 52 257.187 670 3.796 SIDEWALK TAPER CURB RAMP COORDINATE TABLE C22 +84.42 63.04 LT. 522288. 1567036.416 SIDEWALK TAPER MEDIAN CURB COORDINATE TABLE C2 4+91.43 1 03.87 LT. 522.269.495 1.567.D43.4644.863.10 T.B.C. GRADE BREAK POINT STATION OFFSET I NORTHING EASTING DESCRIPTION C24 24+ )98 88.62 LT, 5222 17 1507050.519 4862.08 E.C.R.R- POINT STATION OFFSET NORTHING EASTING DESCRIPTION R9 24+82.75 52.70 Lfi. 5222b8.473 1,567,034.544 5'WIDE C25 24+97.98 105_05 LT, 522,310,540 1,567,050A49 4,881.43 T.B.C. END CURB MATCH EXIST. Mae 21+12 50 S.OD LT. 522 215.902 1,566,683.359 T.B.0 R10 + 70 522 258.473 1 5' WIDE C26 24+86.52 100.82E 522,306.542 1,567,039.266 SIDEWALK TAPER M49 21+12.50 7.00 LT. 5 216.902 1,566.663.381 69 T.B.C- C27 2 M8.14 $8.67 LT. 522,295,1207 4QR•6_ C.C.R=50 M51 21+50.00 5.00 LT. 522 215.479 1,566,700.856 B.C.R.,R=1' C26 2 +14.25 155.50 LT, 5 M.638 568 7.870 C.C.R-12S M52 21+50.00 6.00 LT. 522216.479 1,566,700.868 C.C_,R=1' C29 25+16.63 105_00 LT. 522 310.11 67 069.573 4,861.42 F.O.,CL OF PROFESSIONAL DR. MATCH EXIST. M5_3 21+50.00 7,00 LT. 522 217.479 1,566,700.879 E.C.R. R=1' C30 25+1 .63 118_88 LT, 522.321974 1,567,069,861 4,861.04 F.G. CL OF PROFESSIONAL OFL.MATCH EXIST. M54 22+10.50 7.00 LT. 5 216.796 1.566,761.378 B.C.R.,R=2• C31 25+3529 118.88 LT, 522.323.597 1.567.088.596 4.660.98 B.C.R.Rs150MATCH EXIST. M55 22+10.50 5.00 LT. 522 214.796 1.566.761.356 C.C. R=2' C32 25+46.82 113.33 LT. 522 317.791 1,567,100.051 SIDEWALK TAPER M56 22+09.46 3.29 LT. 52Z2111W 1.566,760.292 E.C.R.,R=2',B.C.R.,R=70' C33 25+35.97 104.64 LT. 522 309.339 1 967,088W 4,861.39 T.B.C. GRADE BREAK M57 22+46.00 63.00 LT. 522 272.391 1.566.797.505 C.C.,R=70' C34 25+38.66 87.22 LT. 522 291.865 567 1 4,661.98 T,B.C.,GRADE BREAK mm 22+46.00 7.00 RT, 522,202.396 1.566,796.714 E.C.R.,R=70' C35 25+45.8 83.62 LT. 522,268J11 7 7 4.862.80 LB.C. GRADE BREAK NI59 22+52.00 7.00 RT. 522 202.328 1,566.802.714 T.B.C. C36 25* .92 85.86 L 2 270 035 6710 . 1 S AlK TAPER M60 23+72.00 5.00 LT. 5 212 744 1.566.922.860 T.B.C. C37 25+48.70 56.83 LT. 522,261261 81 1,567,100M 4,862.95 E.C.R.R=150 B.C.R.Ra46 M61 24+72.00 5-00 LT. Vq 22211018 1,567,022.863 B.C.R. R=1 GEOMETRIC DETAIL C36 +82.00 47.25 LT. 5 251.388 1567113.812 SIDEWALK TAPER M62 24+72.00 6.DD LT, 018 1,567.022.882 C.C.,R=1'C39 25+ 8.14 43.28 LT. 5 247.501 1 1 9 4863.30 T,B.C. GRADE BREAK M63 24+72.00 7.00 LT. 018 1.567.022.902 E.C.R. R=1' COLLEGE STREET & C40 25+75.37 3280 LT 2238.839 1 567 t .Bs6 88 . T.B.C. DE BREAK M64 25+69.60 7.00 LT. 976 1,567.120.510 B.C.R.,R=Z PROFESSIONAL DRIVE C41 25+89.56 30.50 LT. 522 2 1 667 141. 3 4 863.49 E,C.R R�5 M65 25+69.60 5.00 LT. 977 1.567.120,464 GC.,R=2' C42 25+89.55 75.50 L . S 2 276. 97 i 142. 59 C.C.R--45 M66 25+69.D4 3.D8 LT. 071 1,567,119.856 E.C._R.,R=2•B.C.R.,R=250' C43 26+8a.6 119.30E . 522320.379 567238.560 C.C.Ra150' M67 26+39.00 243.00 LT. 234 1,567,195.872 C.0 R=25o' C44 25+5432 72_55 LT._ 5 776 1567107.081 SIDEWALK TAPER M68 26+39.00 700 RT314 1.567. ey.sa9 E-C.R,R=250' C41 as* 1 T I AP SCALE:1"=50' 3 c.Wgn17428000nWVtz04,Apn D ONED BV MONTANA DEPARTMENT REVIEWED BY ROAD PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 121013) 0£ TRANSPORTATION SI72I4014 CHE KEO BY 1 9.5G_74AM CPS-U21 GALLATIN COUNTY CSF= 0.99943337T UPN T426000 SHEET 38 DETAIL MEDIAN CURB COORDINATE TABLE POINT STATION OFFSET NORTHING FASTING DESCRIPTION mug 27+35,00 7.00 RT. 522,192.717 1 56 2 .4 T.B.C. 28+55,00 5.00 LT. M,201JU 1 567 405. T.B. 29+ 5.00 &DO LT. 1 9. 04 1567455.7 B.C.R R=1' M7 + .0 6-00 LT. 522,200.603 1567465.798 C.0 - +MDO 7.00 LT. 522 201.603 1,567,455.826 E.C.R. =1' 29+65.50 TOO LT. 199.776 1 567516.302 1 B.C. R 2' I� CO O O 1 M75 29+65.50 5.00 LT. 1 7.777 1 567 516.241 C.C. R=2' N N N M M 6 29+64,46 3.29 LT. J9-"04 667515.14 E.C.R R=2'B.C.R. R=70' 7 30+01,00 63.00 LT. 5 ¢_4 679 1,567,553.473 .C. R=70' M78 30+01,00 7.00 RT, 567 551.359 E.C.R R=70' M79 30+32.00 7.00 FIT. 522,183,775 1,567,582.345 T B. . M80 31+52.00 5.00 LT. 1,567,702,653 T.B.C. LANDSCAPE ISLAND WALL COORDINATE TABLE 61 31+52.00 7.00 LT. i 15677D2.71a B. POINT STATION OFFSET NORTHING EASTING DESCRIPTION N W11 27+90.00 5.50 LT. 52Z203Z75 1.567.340.8n BACK OF WALL (v� W 12 27+90.00 0.01 LT. 522196.085 1,567,340.667 BACK OF WALL W13 29+83.00 5.50 LT. 522 197.749 1,567,533,745 BACK OF WALL W 14 29+83.00 3,09 RT. 522189.160 1 7 533A86 BACK OF WALL T 2 S N R 5 E W15 30+93,00 5.50 LT. 522 194.428 1,567,643.695 BACK OF WALL W1 + 1 LT. 522,189,538 1,567,543.547 BACK OF WALL LANDSCAPED ISLAND WITH WALL D32 �E MATCH D33 Y CURB TRANSITION TYP / SEE DETAIL SHEETS SEE DETAIL SHEET MATCH D16 MATCH rr D17 I I I I D4 EX D5 -EX - M77 o II II ~ II it W D9 I I�C xE}I I D10 D21 I 3EtI 1 D22/D19 I� D30 D2 31 I I r ^1 I D34 D28 D35 w D2 03 III^ m l D14 D15 D18 < I I� Q f TM - STM - ST I 06 D7 cli- STM ST N j) - S1 M�{� STM - STM - S - 5� A --------------- -- -- -- ----- --------------V 1.5/ D1�. D11�1.5% ; D8 _ __ D13 a� I1.5% 10'SDWK. -- - 159E D29 11.5% D36 US ------ 5'99° =-== -= tt 94= - --r 5.5'BLVD.N CONCRETEAPRON D12 D23 D24 D20 _ _ _ _ D25 D26 TYP.•SEE DETAIL SHEET- LAYDOWN CURB AT Q APPROACH,TYP. M73 M74 30.5' M81� gW11 SEE DTL.DWGS. - M7P M75 +� W13 TO BOC W1b _ raaaaaaaaaaaaaaaaaaaaraaaaar aaa aaaar a_======c=====___=_==canrnaa:=== -1' rrrr rrrrr'rrrr_aen=r_cazr == rnaaaanaa __ _-aarrnrrrnnraec-= =-oc000eoecoea__an QL7 s-s-9==`=rnaanaaaran W.COLLEGFST. z _ - - a rsnaa YYaaaa W12 Y M70 M71 S88°i6'12M76 arr=asaasncsaaaarnasa =r W16 5 M80 aar�aaaae_- as M69 W14 M78 M79 30.5' W �+ 043. TO BOC Z-- d ? = a • - ----=____=--=---------------=`�j_ ss4G=-'� _-=_s! --------------- ------ --- z LANDSCAPED ISLAND WITH WALL IO'I PATH 11.5% FJ W g SEE DETAIL SHEETS - i ------- ti -- --N\\------------ a 041 SEE DELML SHEET O + . t- D40 FOR ADJACENT PTO CURB&GUTTER w rL I EXIST.10'BIKE/PED.PATH EXIEC.PATH ST. --- - 039 z p i `D37 D38 w J ; C) D42 COLLEGE ST. COORDINATE TABLE POINT STATION OFFSET NORTHING EASTING ELEVATION DESCRIPTION D1 27-Z3.80 30.50 LT. 522 229.053 1,567,325.395 4,862.57 B.C.R.R=15' D2 27+73.80 45.50 LT. 522 244.046 1 567 325-848 C.C.R=1 ' D3 27+88.80 45.50 LT. 522 243.593 1,567,340.841 E.C.R.R=15' N SIDEWALK D4 27+88L80 68.00 T. 522 266.083 1 567 341-520 4,861.50 .B.C. END CURB,MATCH EXIST.GRAVEL DS 28+13.80 68.00 LT. 522265.320 1567366.509 4861.60 T.B.C. END CURB,MATCHEXIST.GRAV COLLEGE ST. COORDINATE TABLE D6 28+13.80 45.50 LT, 522 242.839 1,567,366.830 .0 R=1 SIDEWALK D7 28+2 .80 45.50 LT. 522 242.386 1.567.380.823 C.C.R=15' POINT STATION OFFSET NORTHING EASTING ELEVATION DESCRIPTION D8 1 28+28.8030.50 LT, 522 7.393 1 567 380.370 4,862.30 B.C.R. = 5' D26 31+93.21 36.00 LT. 522,221.8891,567,744.783 4 F.a.SIDEWALKAT FLUSH CURB FLOWLINE D9 27-1W,00 40.00 LT. 522,244.093 1 567,340.856 4,862.73 F.G SIDEWALK&FLUSH CURB D27 31+59.77 46 232.894 1.567.71t656 862.32 ROL.SIDEWALK&FLUSH CURB D10 + 4 . 0 LT. 522.243.338 567 365.845 4 862 F-G.,SIDEWALK&FLUSH CURB D28 1+6 .52 22,232.086 1,507,738.395 .4 Fa.SIDEWALK&FLUSH CURB D11 27+86.04 36. 0 LT. 52Zg34.177 1,567,237.793 4 _Z F.G SIDEWALK AT FLUSH CURB FLOWLINE D29 1+36.64 18 1,567,688.074 4,861.97 C.R.R=25' D12 20+16.55 36.00 LT. 52Z233.260 1,567,360.287 8 44 F.G SIDEWALK AT FLUSHCURB FLOWLINE D30 31+3 .64 .15.50 LT. 522,243,087 1,567,688.829 F 5' D13 + 30,50 LT. 522,224.a26 1,567,465.331 4,861.87 B C,R.R=15' D31 31+ 1.64 522 33 1 5 7 713 8 2 E.C.R.R=26 D14 2 9,�+ 3.80 4 .5 T. 522.239.820 1 567 465.784 .Q.R=15' D32 1+ 1.64 27 , 17 1.567.714.855 4,859.40 T.B D CURB,MATCH EXIST.PAVEMENT D15 29+2UO 45.50 LT. 522 239.367 1 567 480.777 E.C.R.R=15'IN SIDEWALK D33 31+ 90.00 LT. 522,27CI23 1,567,737,844 TEND CURB,MATCH EXIST,PAVEMENT D16 29+28.80 68.70 LT. 5 2-568 567 481.478 4,861.60 _T H C.END CURB. PAVEMENT D34 31+84.§4 55150 LT. 522,241.638 1,567,730L807 4 25' D17 1 29,60,8068.70 LT. 522 1.601 1,567,513.463 861.20 T B C-END CURB MATCH EXIST.PAVEMENT D35 +0 .64 55.50 L.T. 522,240.884 1,567,761.795 = 5' D18 + 80 45.60 T. 522 238.401 1,567,512.763 E_C.R =1 5'IN&DEWALK D36 32+0 . 21 . 95 1 567 761.04 R=25' D19 +T5-. 45.50 LT. 52Z237.940 1,567,527.Z56 CC.R=15' D37 29+5 62M RT 522,130,01 1,567,506.701 1 F. BEG.Qt-PATH MATCH EXIST.PATH GEOMETRIC DETAIL D20 + 30.50 T. 2 .95 1,567.W.303 4.861.62 B.CR = D38 30+02.14 1 2 1 A 1.567.550.830 PAT P =45' D21 29+28.80 46.00 239.867 567480.792 4862 FG.,SIDEWALK&FLUSH CURB D39W30+7 .2 53 34 1567577.235 C.L.PATH P.T.R- ' COLLEGE STREET D22 + 46.00 522 38_90 1 567 512.778 4 861.90 F.G. SIDEWALK&FLUSH CURB �DQ3 27 14 1 1 567 582-321 4 1 5 R=75' + 36.0 LT. 522 228.954 1 567 477.739 4 861.89 F.G. SIDEWALK AT FLUSH RB FL WLINE 7. 1 1 1 7 1.7 F-G. C.L.PATH.P.T.R=75' + 522 228. 22 15 7515.227 4 861.74 F.G. SIDEWALK AT FLUSH CURB FLOWLI 7.50 110.50 R 7 1 7 24.69 .C.[g5'+ 4 EW F W 4 C.C.R=45' SCALE 1"=50' 3 abpn174250WrddeLN.d9n I E IGNFD Y MONTANA DEPARTMENT REVIEWED BV zi ROAD PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 1210(3) OF TRANSPORTATION 5/12/2014 HECKED BY 9:55:47 AM cPs-U21 GALLATIN COUNTY CSF= 0.999433377 UPN 7426000 SHEET 39 DETAIL CURB RAMP COORDINATE TABLE PI I 1,1�5'SDWK. POINT STATION OFFSET NORTHING EASTING DESCRIPTION 61 J I'I �I R1 33+22, 31.05 LT. 522 213.038 1 567 873.862 10'WIDE COLLEGE ST. &TECHNOLOGY BLVD. S./S. 23TH AVE. COORDINATE TABLE I'I i4-F E7E80 e`ez 1 + 105 LT, 522 .176 ,5s7soz.7o2 s WIDE I,I NC, „rs + 31.60 RT. 522 150.416 f 567 871.970 10 W1DE POINT STATION OFFSET NORTHING FASTING ELEVATION DESCRIPTION I'I RON - 45.36_RT. 522138.005 1567893.397 10'WIDE E1 32+7 4 R 522,142 7 827.29 = f l IJ ( I}p=� + 46,51, RT. 522,133.821 1,567,960,574 10'WIDE E2 + 7 1 1,567,826,087 = I•I I'1+1.1 1I?- 243e ¢X 30.50 RT 522.147.899 587991.749.,_ 5'WIDE E3 + 4. 5 1,567,853.724 1 = = II I 121�1 0,5%I2w + 4i75 l.T. 5 11 7 .925 5'WIDE E4 + T. 1 7 874.452 R= 'PATH 55 61 ��k 4�I I � RIO + 50.30 LT, 522,229.273 1.567.973.845 S'WIDE E5 33+25.21 7 . P.T. = PI E79 l E81 E6 3+10. RT 7 7 I (I ASPHALT FILLET YYP, E7 +, .2a 1.7 4 = SEE DETAIL SHEET MEDIAN CURB COORDINATE TABLE EB 3+1 .24 T 111. 1 = �I IA I E77 �* 1.21 52212 ,2 MI 19 I SIDEWALK RAMP TYP. POINT STATION OFFSET NORTHING FASTING DESCRIPTION 10 + 1 1 T 5 222 14 - - I'I ly I SEE DETAIL SHEET M62 33+13.00 15.00 LT. 1,567,863.1579 B C R. R=1' Ell +4 . 7 123.50 LT. 522,096.094 1,567,801638 = 61 14 ( M83 33+1 00 6.00 LT 5MI88,286 1 567,863-609 C R= ' E12 +4 7 _23 LT 094.30 1 67 0 . 2 =1 ' I'I 11 I M84 33+13.00 7.00 LT 1 567.863.639 E.C.R R=l' E13 50+73.90 23.50 LT. 522 013.990 1,567,910.133 til IJ I M85 34+52.00 7.00 FIT. 1 568,002-154B.C.R. =l' E14 + LT. 1 7 .213 - I FI ICI 1 M86 34+52.00 6.00 RT. 522 2.095 1 568002.184 R=1' E15 +7 1,567,961.295 (I w LI'l1 5Y0 MB7 34+52.00 5.00 RT. 522,173,095 1 56B 002-214 E.C.R.R=1' co I'I I M88 35+84-86 7.00 RT- 167.084 1 56B 134.95fi T.B.C. E76 + 15 .376 T (� FI a E17 51+65,91 1 1 651 059 1 - (h �I (h +0 1 1,567,951.940 GI �N 14 � M 35+8488 5.00 R7. 1 S6B 1 1 C- E7B 51 7 54.20 4,863.01 I'I 1) ( In Cy) E19 + E20 +42. T .991.041 - ' I,I * Ia 1 M M E21 34+42.8 T. 522,147,884 .567.992.249 4E.C.R.R=4 ' I'I 11 ( CURVE DATA E22 34+11 56 q qp SIDEWALKRAMPTYP. {I II 1 COLLEGE ST. & S. 23RD AVE. & TECHNOLOGY BLVD. S. E23 34+16.23 RT, 522,118,974 1,567,964,794 4 BE;.PATH AT SIDEWALKSEE DETAIL SHEET 1I ;$ Ii E24 34+20.4 RT 17 = 54 KI 1� 1 O O O E25 34+30.69 RT 145.1 = T LI E76` I'l 1.1 1 R = 100.00' R = 40.00' R = 40.00' E26 + ,34 T = E75 1 7' I•I I L = 28.30' L = 51,02' L 62.83' U) w E27 4+ 1.78 RT. 14 . A R IN I'I 1 T = 14.24' T = 29.64' T = 40.00' E28 34+51.78 4 RT 522,136.119 G. _gTy4 1� 1 d = 16'12' 48' d = 73'04'55" A 90"00'00 11J �- E29 34+51.78 4 RT. 522 1 .2BP.C.R=1 EDGEF PATH I I r1 LAYDOWN CURB w E30 34+61.78 4 RT. 522 133.983 = Uy�l�l F1 AT APPROACI I ® O _Q = E31 34+61 0t 522,123,995 1 1 = EDGE�P ¢X l 0 1 1 14 I SEE DTL.DWGS. u E32 +73 00 522 1 D PATH.MATCH EXIST"P T 2 S N R 5 E 2,11 w I�I d 2 li I R = 40.00' R = 100.00' R = 40.00' U C E33 33+44.21 5 44 ICI 5'SDWK. L = 62.83' L : 37.34' L 47.90' 0ww E34 3 +15.80 0 � ' E74 1 14 1 E41 T = 40.00' T = 18.89' T = 27.29' 3 ,5 = ASPHALT FILLETTYP. E39 �1I23.5 235 ,1 i E40 r r1 = 90 000" d = 21'23' 30° A = 68'36' 30E35 3 +33. 6 1 ,4 OB T E:36 3 + 80 .6 8 4 ' SEE DETAIL SHEET E73 E37 33+54.37 40-7 11,567,906,579T. C GRADE BREAK.END SIDEWALK 1 1 E60 , EXIST.MATCH E61 E38 53+06.91 9 3 =a ' 4 B. 67 06 E39 53+39.79 T 1 4 li I 5 E666 •---- E E40 5 + 9 7 1 1,567,956.309 = 1'I •� I E42 E47 E65 � 11 E68 a z E41 5 +39.7 RT. 1 568.056.263 R=10 ' E36 E38 �i �a E43_• E52 E53 N K�i E62 E63 w E42 34+0 9 1,567,962.094 E. =1 0' �3 ' E37'•'- �) 1A 1 E40 __ E59 I I U > E43 3 +1 1 7 60.941 4 7 I E33• .) (// II V E44 + 4,7 4 67 977.033 9 S R1 �► 1��\ \` 6 ;E51 I . o�I I E� E66 R 101 TCURB TRANSITION TYP 1JJ E45 +1 T. 2 7.771 f 567 966.314 4 862.72 T.B.C. GRAD BR 53 E35 ' 4 9 \ A E5071 I 1 _ S 11SEE DETAIL SHEET (L E46 + 21 .72 1.567.998.554 a 6 � ' A - S T IV -5 T T - S'•T M - R20 / E45 f 8'SDWK. 1.5% E47 +4 T 2 .7 1567 99.761 = --------------- _�� E4 H Z - - -- - / - -R78 - - ZZ E48 + T. 22,219.5791.566.003.443 10'SDWK. E34 /oho igl 4 4 E49 + 41,50 LT.-- 1 9 1 56Q 01.5,Q.QQ^ 4.863 3.9-B.C.R,R=T 1 b% C/ h -- - Lu a E50 + T. 1 568 15 21 = --- BLVD--^ --- ------I ~ R17E Q, `� `E72`E56 E57 `E69 E70 E64 m E51 + LT. 522,226.0151,568,022.216 ----- - -Z�-•-.- �====- _ e Q z E52 + LT. 2 2 8.50 - TO BOC TY�P SEE DE7AILOSHEET $ -!< 41.5 w E53 4+g , g LT. 522 247.901 5 39.5' 5, LAYDOWN CURB AT w E54 +11 ,3 T. 2 3.407 1 44 = TO OC MB4 N APPROACH,TYP. z E55 + LT 2 = _________' _--------_ --1=------ ° SEE DTL.DWGS: M87 z E66 5+ 17 1 R•R=15' s=s==a ss --====s_ae =_ :_ ss_ W C E ST. M89 F 35+4 . ,C,FL R=25' M82 52+36.41 3 +4 41, 14 = S.23ROAVE _5 5+7 . 4 7 _ ' 30.6' 33-9.LLEGEST 28.5 2 __�i______________ _5,==T°='====-MBB+7 .1 .4 1 1 7 4 1. T.B. .R.R=4. ' ND RB MAT HEX. TO BOC _ ___ r R13 W O NR16 N O BOC + 1 7 6 = - ----------- ----------------------- + 17 .q§1 .C.R=25' -3- --' `" '__ "" - • • ' "__-• •.�i ..a 1�.Lr............«i...m....���mc_=�ja1mL 10'BIKE! E6 �.� 4 . ✓ E27 1,.5% 52+ T. 1 64.17 = PED_PATH �� R15 //r E28 E65 + 1 7.23 4,861,70 _ =4 ' - -- E3 - / 5 ' ,�j E30 E66 +7 T. 1,568,123.025 =4 '� J/¢ \�llj \` E63 E19 ../ 3 E31 Efi7 + 5 .615 El J '�• 2 R74 E68 + 1 T. 61. 1,568.154.617 4,051.72 B.C.R.R=4' - I 'I E29 I MATCH !EXIST.10'BIKE/ NEW BIKE/PED.PATH - EXIST. ;PED.PATH 9 + 81,568,115.814 d SIDEWALK T F I INTERSECTION EB - L10 - ----- - E70 + 522,210,740 1 8 6 877 4,864.18 CONNECTION E5 ` LI % E2 E71 + T. 3;Q�Q 1,5660. 21.999 d T E2 { 1 1 l' E2 E72 t T. 8 1,560,046.194 F.G.SIDEWALKAT FLUSH CURBFLOWLINE ( E22 E26 E20 NEWBIKEIPED.PATH E73 + LT. 4 1.567.9-2.5 1 4 B E11 s 1 i FI I I� E18 INTERSECTION CONNECTION E74 + T 1,567,896,235 F T .... ................ -• a•• 11 I E17 E75 + 7 97.080 4 MATH EXIST,PAVEMENT1 �I ` I + E76 + T. 7 f�67 903.728 4 F. NDCONIC.APR N E72�1 1 E77 + 1,567,965,951 4,857.62 .C R 11 N I� ( I j,5/a 1.5% I;1�1-I TYP. E78 + RT. 1 7 966. 4 F .END CONC.APRONF-1`1I S. 23RD AVE. E79 + 71.09 4 7,Q� ,EDGE OF FILLET.BEG,CURB - TMP') I �1 Id 1 1 P I=50+81.00 E80 + RT. 1 971.8 F F ( 141 Ii 1 I A =22" 13' 10" (RT) E81 + T .0 4 C..END CURB MATCH EXIST.CURB 1 1 PI IA I 1 R =3B5' E82 + RT. 6.75 4 T I I 41 1;�'1�5'SDWK, T =75.60' + 1 IA T-�5'BLVD. E _143530' s e VD Mi �;, 17 1 1 E1s S =N.C. GEOMETRIC DETAIL 14 1 COLLEGE STREET& 51 E13 1 1 al T4►1 MP�SH liy E15 S. 23RD AVE & TECHNOLOGY BLVD. S. E74 1 1T 5 1 O g 5'SIDEWALK O6 5'SIDEWALK MATCH EXIST. MATCH EXIST. SCALE:1"=50' 3 a;W9nV4260001ddo z04 dgn ROAD PLANS OESI NE NONTANA DEPARTMENT REVIEWED BY COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 121013) OF TRANSPORTATION 5/12I2014 CHECKED BY 1 9:56:03 AM CPS-U21 GALLATIN COUNTY CSF= 0,999477JTT UPH 7426000 SHEET 40 DETAIL 1-cy) 00cv) O O e- N M T 2 5 N R-5 E i I J Ul J uj x PI=38+38.42 g� $b G =O' 22 21" (LT) � y rc R =76,000' U) W F T =253.55' �m F6 w L =507. 11' F7 FIB �q7 F79 E =0.4 1' S CURB TRANSITION TYP. MATCH T Q = S =N. EXIS C. SEE DETAIL SHEET EXIST _�� V c> F13 II II F14 F16 F25 II v 11 F27 I a4 F26 F21 O5 �n F9 -------1M - F17 - a = SIB------�T-0A------ s ?F20 F22 N ssowK 1 Exlsr.s'sowK B'SDWK. 10'SDWK. pq !w F9 10'SDWK.--------------- - .. `--. -- . rr�t�r�r�� ��� rF3 � � ` -------� - ----- F15 - / � ` M100 -------------------- t\ --..- - ----- - '-_--_ _ � 3'BLVD. - - p F28 Fl 06 41.5' CONCRETE-AP RON -pit Z f-- -r ---- u Q z TO BOC TYP.,SEE DETAIL SHEET _ F23 F24 1 q 5'SDWK.WIDENING t' w LAYDOWN CURB AT APPROACH M96 M97M102 I M103 1 TYP.,SEE DTL.DWGS. M92 =W19----------- ------ - --- M95 I - ---- - - ---- M105 M107_M90W17M9B4z= WW az � -(� saasaaDan - _ e a a ncaenaa=- --e=a -'1' ¢ - a=16c== _Y W.COLLEGE SL IL l7 -------- - ----- _ _ aaans=lFaa-.- aannnaaaaanna -- \ =oo_ S88°3B'33"E Z --------==-------= j{--=====�===-= -'-- ==°= °=°?4asnnaa W20 I \M93 M94 M99 M104' M106 -- - -a.--- -- - \ - D_ _ _ _ n== - Z ------------------------ T------------------- Dare D-Deco=== '_. I W g TO BOC W18- M91 _ M101 ;1 V) I N -i.i�=i=s1i i-i-iL------------ i i----�.sLL iViL• ��- _ _ _ a/ Lu LANDSCAPED ISLAND WITH WALL w SEE DETAIL SHEETS - - - Z 0 f Z j a + I EXIST.10'BIKE/PED PATH I EXIST.10'BIKE/PED PATH C7 COLLEGE ST. COORDINATE TABLE POINT STATION OFFSET NORTHING FASTING ELEVATION DESCRIPTION MEDIAN CURB COORDINATE TABLE F1 37+70.00 45. D LT. 522,214.194 1.568.321.494 SIDEWALK TAPER POINT STATION OFFSET NORTHING FASTING DESCRIPTION F2 37+90.00 43.5,Q LT. 52Z211.641 1 568 341.421 SIDEWALK TAPER M90 37+70.00 5.00 RT. 522JI63.7114 1,568,320.088 T.B.C. F3 38+43.50 34.16 LT. 2 20 . 1,568,394.614 4 B 3. B.Q.S. =15' M91 38+49.00 7.00 RT, 522159-557 1,568,399.010 T.B.C. Fd + 49.09 LT. 215.730 1 68 396.508 C.C.R=15' M92 38+90.00 7, 0 LT. 522172.463 1,568,440.367 T.B.C. F6 + p 49.09 LT. 52Z215.332 1 411.503 E. .R.R=, 'IN SIDEWALK M93 39+69 5.00 LT. 160-428 1,568,519.283 T.B.C. F6 38+60.00 69,21 LT. r22 2 5.45 1 568 412.036 4,863,00 T.B.0 ND CURB MATCH EXIST.GRAVEL M94 40+17,0 5.00 LT. 522167 230 1,568,567168 B.C.R. R=1_'_ F7 38+Bl-00 69.21 LT. 522 234.894 1.568.433.008 4 862,50 T.B.C. END CURB MATCH EXJST.GRAVEL M95 40+17.00 6.00 LT. 522,16R230 1,568,567.293 C.C. R=1' FB as+sloo 45.50 LT. 522,211,190 1.568.432.380 E. .R.R=25'IN SIDEWALK M96 40+17 00 7. 0 LT. 522169.230 1.568.567.318 E R=1' f9 38+96.00 4 0 LT. 524210.793 1,568,447.375 .R=25' M97 4 + TOO LT. 167. 95 1,568,630.584 B.C.R R=2 F10 1 38+9ELOOT. 52ZI95.798 1 65 B•446.982 4,863.11 B.C.R.R=2 ' M98 40+80 9 two LT. 522,165.690 11,568,6311536 GC.,R=2' F 1 1 38+59LT. 2 9.7 1 5 4. 10.812 4,893.64 F.9..SIDEWALK AT FLUM CURBFLOWLANE M99 40+79.24 3.30 LT. 522164.021 1,568,629.443 E.C.R Reg,B.CA,R-BO' F12 + 4 . LT. 522,209.198 1,568,431.957 4,863.48 SIDEWALKA R Mt 41+0 7 45.81 LT. 522 205.892 1,568,656.772 CC,R=50' F13 + 74 1 4 1. 1 4863.70 F.G.,SIDEWALKL B M1 1 41+10.60 3.94 RT. 522156.040 1568660.616 E.C.R. R=50' F14 I 3a+so.993. T 1 , 1 2 4 F.G_ SIDEWALK FLUSH CURB 114110240+91.97 7,00 LT- 522 167.418 1,568,642.254 T.B.C. F15 1 4 + LT. 522,192.557 1,568,574.624 4,861.71 B.C.R.R=22' M103 41+70.00 7.00 LT. 522 165.56 1 568 720263 T.B.C. F18 1 40+.2314 0 1 7 .1 4 C C.R=22' M1 42+10.00 6 10 LT- 522 163.722 1,560,760.2311 T.B.C. F17 4 + 7 52.50 LT 522 214. 16 1 7.1 E C.R.R=22'IN SIDEWALK MIS 42+10.00 8.10 LT. 52 7¢5721 1 56 760.278 T-B.C. F18 + .4 T , 7 7 2.05 T B.C­ T T 70 4 +33 00 1 6.10 LT. 1 522,163.177 1,568,783.225 END CURB T. F19 4 +7 7 69.49 LT 522 230 40 1,558,624,542 4,861,90 T B_G END CURB MATCH EXIST M107 + 0 10 LT. 1 7B .272 D T H EXIST. F20 0+ 5 1 1,568,624.130 F_C-R.R=22'IN SIDEWALK F21 1 40+94.75 52.50 LT 212.839 11,568,046,124 CC R=22' F22 +9 T 1,568,645,591 4,861.20 B_C R R=2 ' F23 40+44.37 43.50 LT 2 5 4 1.568.595.560 4,861.70 FG.,SIDEWALK ATFLUSH CURBFL w IN LANDSCAPE ISLAND WALL COORDINATE TABLE GEOMETRIC DETAIL F24 + T U68,625 3 4,861.48 F-G.SIDEw FLUSH CUR13 FLOWUNE POINT STATION OFFSET NORTHING FASTING DESCRIPTION COLLEGE STREET F25 40+46.75 53.50 LT 522,215,013 , 7 1 4 , F.G,SIDEWALK&FLUSH CURB W77 38+20.00 7.50 RT. 522 165.835 1,568,370242 BACK OF WALL 28 + LT. 10, 1,568,524.154 4,861.64 F-G,SIDEW F W18 B+20.00 5.50 RT. 522,6,.839 1 568 370.059 BACK OF WALL F27 + SD. LT, END SIDEW T 7 W W19 9+20.00 5.50 LT. 522 170AB, 1 568.470.315 BACK OF WALL _ F28 + 45.32 LT 5 1 8 791 919 END SIDEWALK MAT EXIST, W yy p + 1.61 L 166 , d7.2i4 BACK OF WALL F29 + 5 T END CURB.MATCH EXIST,CURB SCALE:1•=50 3 cAd9nV426000MdohAB A9n DE 1GNEO Y MONTANA DEPARTMENT REVIEWED BY ROAD PLANS COLLEGE-MAIN TO S 19TH-B02EMAN STPU 1210131 OF TRANSPORTATION 5/1212014 CHECKED BY 1 9:56:29 AM CPS-U216 GALLATIN COUNTY CSF= 0.999433377 UPN T426000 SHEET 41 DETAIL MEDIAN ISLAND CONC.CAP SEE DTL.DWGS. MEDIAN CURB TYPE A TOP OF NEW PAVEMENT SEE DTL.DWGS. 0.5"RADIUS TOOLED JOINT 3-#4 HORIZONTAL BARS WITH#4 CORNER BARS INTO PERPENDICULAR WALLS 6"PVC DRAIN 6' VARIES 1'0 CUT IN HALF SLOPED END SECTION �2" MEDIAN ISLAND DRAIN BOND BREAKER 10.1 R I "-a'O TOOLED JOINT AT END r 18" ' " ° ��DER I RADIUS TO TYPE A CURB w ° °oo Ci 6^ 1•-0" 8 0 5"MIN.RADIUS—� 2^ .. � TYP. 1 5"CLEAR 4"CONCRETE CAP —3-#3 HORIZONTAL BARS. BEND TO B a RADIUS OF ISLAND END.TERMINATE 6-#4 LONGITUDINAL BARS CR,AGG.COURSE VARIES AT START OF TYPE A MEDIAN CURB. 2 7 6" 0.25"DIA.WIRE TIE AT 24"O.C. I a ROADWAY SURFACING #6 X 24"REBAR AT 48"O.C. #3 BAR MAY BE SUBSTITUTED. \Q'I a SEE TYPICAL SECTIONS 4^TYP. WELDED WIRE FABRIC FLAT SHEETS ' 4X4-W2.9 X W2.9 CENTERED IN SLAB 0.75"CIA X 24"PLAIN BAR 11t •y Ww S TYP. n SECTION C-C v vR a°MIN. w _ 3-#4 HORIZONTAL BARS. Q = I�1-0' VARIES 1'•0' #4 CORNER BARS WITH V I SLOPED END SECTION V-6"LEGS EACH WAY. 0 w BOND BREAKER TYP. CONSTRUCTION JOINT WITH (n a 0.5"RADIUS TOOLED JOINT (n H MEDIAN CURB AT TOP BEGIN OR END Q c TYPE A WALL POINT BEGIN OR END #6 BAR MAY BE SUBSTITUTED.SPACE AT 48" ROADWAY WALL POINTCENTERS.STAGGER FRONT ROW AND SURFACING, BACK ROW 24" SEE TYPICAL Q Z (_ n c/'�o ° . 18"WALL REINFORCING DETAIL SECTIONS Jdt�+ c O + >W z W w 4"CONCRETE CAP • @ 2"CR.AGG.COURSE A °oo°° o A IL t7 WELDED WIRE FABRIC.FLAT SHEETS— o ° a z 4X4-W2.9 X W2.9 CENTERED IN SLAB ROADWAY SURFACING ' oS` z SEE TYPICAL SECTIONS UA g SECTION B-B �`e. G0q J mIL aa. 03Lu _ ��1'0�1•-0�8�VARIESO�1•-0�8�VARIES �6" 1'-0" V-0" Q 'SLOPED SLOPED WALL LANDSCAPED MEDIAN WALL LANDSCAPED MEDIAN WALL SLOPED MEDMN z 1'•0" 1'-0" 6" VARIES 6" 1'-0' 1'-0' CURB SECTION SECTION CURB MEOMN SLOPED AL LANDSCAPED MEDIAN.SEE LANDSCAPE 8 IRRIGATION PLANS AL SLOPED MEDIAN Z CURB �SECTION SECTION CURB Lou VARIES,PLANTING AREA VARIES VARIES VARIES GRAVEL MULCH DRY DRY STREAMBED DRY C STREAMBED COBBLE STREAMBED GRAVEL GRAVEL PLAN NOTES: 1.SEE DETAILED DRAWINGS 609-10 AND 609-12 FOR ADDITIONAL MEDIAN CURB,MEDIAN CAP, T-O"TYP MAX. AND JOINT REQUIREMENTS.MEDIAN CURB REINFORCING OMITTED FOR CLARITY. HEIGHT TO TOP OF 6" 2.SEE GEOMETRIC DETAIL SHEETS FOR ISLAND LOCATIONS AND DIMENSIONS. MATURE PLANTS 4"MIN. 6^ 1B" 3.SEE LANDSCAPE AND IRRIGATION DETAIL SHEETS. TYP. 4.INSTALL 1/2"PREMOLDED EXPANSION JOINT AT 15'INTERVALS ALONG CONCRETE 6" RETAINING WALL.COORDINATE RETAINING WALL JOINTING WITH MEDIAN CURB JOINTING. 5.RETAINING WALL MEASURED AT TOP BACK OF WALL. SEE ROADWAY SURFACING TYPICAL SECTIONS 6.MEDIAN CURB MEASURED SEPARATELY ALONG THE FACE OF CURB. MEDIAN ISLAND DRAIN SEE LANDSCAPE DETAILS WEED BARRIER FABRIC, DOUBLE LAYER, OVERLAP TAT JOINTS SECTION A-A LANDSCAPED MEDIAN TOPSOIL ISLAND & RETAINING WALL DETAIL MEDIAN ISLAND LANDSCAPED MEDIAN ISLAND&RETAINING WALL DRAIN DETAIL NOT TO SCALE "i c:Idgng426000rddetrO6.dgn DESIG FD BV MONTANA DEPARTMENT REVtEWE Y ROAD PLANS COLLEGE-MAIN TO S 19TH-BOZENUN STPU 1210(3) z OF TRANSPORTATION 5I12I2014 CHECKE00Y 9:56:36 AM CPS-U218 GALLATIN COUNTY CSFv 0.999433377 UPN T426000 SHEET 42 WETLAND DELINEATION C) CN 2 S R 5 E cy) PI 25+1 6i 59" (RT)18 - - - -- _ J it A =I* 04 R =27 000� W110, T =25 .20 in L =510.38' oil P, S =N.C. 'T WL-4A 88-3 /J/; ���� `� .-,((�yy `' , IlIIrCREEk�� ^ �� - BB-3 _ p - f 4­T- I_ARI* TIT AY -------- t; ------ Er --- r- 11 W. COLLEtE FT. ... ... ....... 111110- lb ' E 0A to Ell uj UJ 0 uj Lo + + t 0 UJI z r IL (A ao 06 g NOTE: fl? z 1.THERE ARE NO DELINEATED WETLANDS FROM STA 7+70 TO 20+00 L) to CL z z Lu 5 iL Lo > cy) Ww uj Lc) C) > o1z < R 5 E u x LL I z 0 Lu 0:0 z V; (D + PI.38+38,42- — RII& ct. =I< v; z tn A =O' 22' 21" (4 M3 u w rn cn R =78.000: L + i 1 0 C,T =253.55 Z6 1 1. L =507. CL WL-4C&D Z + E =0.4 1 s 2N.C. BB_ .3 -0 BB FAR CANAL T —————- IS Be* 11j. 12._F COLLEGE ST. s ii 3s, 33 -9- rap_ -7 C4 AT R V l se-is DITCH I a u % 1REVIEWED BY 3 Wqn%7426000tddetz07.dgn ROAD PLANS COLLEGE-MAIN TO $ 19TH-BOZEMAN STPU 1210(3) MONTANA DEPARTMENT c' AfDr* OF TRANSPORTATION 1212014 9.56V AM cps.U21tq GALLATIN COUNTY CSF= 0.9994333TT UPN 7426000 SHEET 43 ALTERNATE ROUTE DETAIL IW I � II T 2 S N R 5 E SAWCUT&REMOVE 2 SECTIONS OF MEDIAN I CURB&CONCRETE CAP(APPROX.10'WIDE) uu NEW TEMPORARY 8"WHITE PAVEMENT MARKINGS I�O� Rs REMOVE EXIST R3.5R SIGN.RESET SIGN AFTER END OF COLLEGE ST TEMP.CLOSURE NEW TEMPORARY DELINEATORS SURFACE MOUNTED YELLOW TYP. REMOVE DELINEATORS TYP. 0 V TO—II NEW TEMPORARY WHITE 14'S PEAR BOC 1 NEW TEMPORARY DOUBLE YELLOW PAVEMENT &WHITE W CROSSWALK hWKI(JGSI -- i� r MARKINGS(APPROX LENGTH 120') FW. V BIKE LANE - !!!i NEW TEMPORARY MEDIAN CURB µWI 19 5' (APPROX.LENGTH 50'AND 6') Q L) 12 W.GARFIELD STREET u O < 12' U 8'SHLD./; y y BIKE LANE} ZQ 0.5'TO EXIST.CONCRETE co J BOC JOINTS TYP. _ II w �� NEW TEMPORARY R3-8C SIGN Ir I REMOVE EXIST.PAVEMENT MARKINGS Lu I na O NEW TEMPORARY WHITE PAVEMENT MARKINGS ia. Z W O NEW TEMPORARY R1-1 SIGN m0= y a/ DO NOT DISTURB 0 EXIST.R1-1 SIGN I z � I Z ALTERNATE ROUTE QUANTITIES w W DO NOT DISTURB — f chi ITEM UNIT TOTAL EXIST DELINEATORS TEMPORARY INTERSECTION WORK ITEMS: REMOVE MEDIAN CURB in ft 112 REMOVE CONCRETE CAP sq yds 68 TEMPORARY MEDIAN CURB # In ft 56 REMOVE SIGN&DELINEATORS each 4 REMOVE PAVEMENT MARKINGS 1n ft 190 TEMPORARY STRIPING-YELLOW # In It 240 TEMPORARY STRIPING-WHITE # In ft 230 TEMPORARY WORD$/$VMBOLS-WHITE# scl ft 64 TEMPORARY SIGNS# each 2 TEMPORARY DELINEATORS-FLEXIBLE SURFACE MOUNTED YELLOW# each 3 PERMANENT IN ERSECTIION WORK ITEMS: MEDIAN CURB TYPE A In ft 112 4"CONCRETE sq yds 68 _CURB MARKING-YELLOW EPDXY gal 4 STRIPING-WHITE PLASTIC B IN In It 125 LEGEND: STRIPING-WHITE PLASTIC 24 IN in ft 20 _ STRIPING-YELLOW PLASTIC 4 IN In ft 240 REMOVE EXIST.MEDIAN THERMOPLASTIC TREATMENT lump sum 1 CURB&CONCRETE CAP RESET SIGN each 1 1 ♦ DELINEATORS-SURFACE MOUNTED YELLOW POSTS-TUBULAR STEEL SQUARE PERFORATED ounds 59 DELINEATORS-FLEXIBLE SURFACE MOUNTED YELLOW I each 1 3 FOR INFORMATION ONLY.INCLUDE ALL ITEMS OF WORK AT THIS INTERSECTION IN THE COST OF VARIOUS NOTE: ALTERNATE ROUTE DETAIL TRAFFIC CONTROL ITEMS,INCLUDING ALL REMOVALS,TEMPORARY ITEMS,AND PERMANENT ITEMS. #INCLUDES REMOVAL AFTER ENDING OF THE TEMPORARY COLLEGE ST.CLOSURE. 1.REMOVE ALL TEMPORARY ITEMS OF WORK AFTER THE END OF THE COLLEGE STREET W. GARFI ELD STREET& TEMPOY CLOSURE.REPLACE MEDIAN CURB CONCRETE CAP,SIGN,PAVEMNTMARKINGS TO MATCH EXISTING/PRE-CON CONSTRUCTION CONDITIONS�TORS,AND S. 19TH AVENUE RESET THE EXISTING R3-5R SIGN ON A NEW POST.PROVIDE THERMOPLASTIC MARKINGS INTERSECTION FOR THE ENTIRE CROSSWALK,STOPBAR,AND FOR 120'OF DOUBLE YELLOW CENTERLINE. PROVIDE YELLOW CURB EPDXY ALONG THE ENTIRE LENGTH OF MEDIAN ISLANDS. SCALE:1"=50' 3 c:\dgn\7426000rddetz07.dgn 12- GN D BY MONTANA DEPARTMENT f,EVIEWEO BV ROAD PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 1210(3) 2 OF TRANSPORTAT/ON 511 2I2014 CHECKED BY I GALL ATIN COUNTY 1 9:57:03 AM CPS-U218 CSF= 0.999433377 UPN 7426000 SHEET 44 DETAIL 1''09 aV QOZ O f ) 7+70. 00 T2SNR5E BEG. CONNECTION 7+65 BEG. CONST. PMT. TO PTW 35' BEG. ACQUISITION LT. 7+65 CONST.PMT.= EX.EASE. EX. R/W BEG. CONST. PMT. 1 END CONST. PMT. 40' 11 p\ 35 BEG. ACQUISITION RT. \I EX. EASE.= EASE. 1\ `\ BEG. EASE.,• 8+25 IFj� \\ •EX. R/W••• _1 CONST. PMT. 57' \ \ \\ 1 \\ \1 x EASE 11 4 .......................... ....... \ o 9+08 1 0 \ aN EASE.= EX. R/W • EX. 30' ROAD EASE. PER COS 178E /; •� t. END. EASE. ••� END CONST. PMT. \ �� 0 N S 62' ...........3 y - o � � aYr-.• in m Vt O�� i� •�Rl� 8$ N ID 12+00 R/W + - co �; v o N EX PI=12+02.86 88' n " + W K`t ��� (/ / 56 A =66• 25' 29" (LT) �. m m p �n / ••• 0k9\' R =1 70' �. Q H EASE.= EX. R/W r• G \ (n T =1 1 I.30' _ END EASE. �j .Q to L =197.09' t; / l E =33. 19; .. 0 a EX. R/W 100' EASE. 9+08 �_� •� �.R� m S =N.C. - - 12+88.65 R/W �� / �jl-Ex. 60'� ACESS U 58 �� ,� \\\•••• a 80 NO UTILITY ESE. UTILITY EASE. EASE. (n y u• EX. EASE.= EASE. \\ �� F PER COS 178D c o BEG. EASE. �V �� ��• ����••• a /�� ��q - Q ,,, 1 0+22. 85 (ENGL ISH ) `�` �\� . ex' '_ w — yet'_--- = 1� _i.1. I Ex. R/W °� p BEG. STPU 12 10(3 ) \�, '�..• �� �" ---- 11 11 a .. -- z QZ 326+13. 13 (ENGL ISH ) d' .fW. _\�� `,,,J -,1 sos a-ccf0��os os yes ¢ b >e QO�os ca�o zeser vs t-a -exea c- -�:e- o•— > ON STPP 50-2 (25 )82 W d y �' a,.... =is:ii ';�:_t: ram.... ...... �-- .got[EcL•Sj'� X R/W ., z EX. 20' UTILITY EASE. PROP. LINE = R/W z PER PLAT J-474-C FNDB92" BPC �rQ�. - �y o�ors>•i nrs to sera o.�>co:o -,ay>co sms oa�e,me:ei gefosr.a s,o sm zca� �ca e W a X. 'EASE ._ _ m — R/ I I+79.937 `X_EASE. •.• •• . . ."f _ 3 1I ... .,. • te. - .. w EX. R/W FN . 2" AC ` ,y'ir1.L 7 .: .. .... - z . ` Y •' -- • 1' PER DOCPANO E23 4298.. I, ., . z EX. 20' UTILITY EASE. I I 13 c7 PER PLAT J-474-C - �I ' • e ' ! m L„ ' 1 -----7gq,97'j EX. 30' UTILITY EASE. 1 1 i PER MINOR SUBD. NO. 195 v r 1 i 1 1 13f31.45iR'/W \ I5+05 EASE. O -• C7( R END EASE. • ' 1 i4; 1 i 45' I I5' V)) w a v) w N w r s o ao 1 m 14+00 EASE. O °' m C"w 17 5' EX. R/W = EASE. BEG. EASE. 1 7 5' EX. R/W- 60' J.X. R/W O RIGHT-OF-WAY DETAIL SCALE:V-50' 3MM* c:Wpn57428000tddotcl l.Apn DESIGNED RY YONTANA DEPARTMENT R VI DB ROAD PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 1210(3) 2 OF TRANSPORTATION 5/1 212 0 1 4 CHECKED BY 9:57:22 AM cps•U21 GALLATIN COUNTY CSF= 0.99943337? UPN 7426000 SHEET 45 DETAIL : EX. 15' PUBLIC ACCESS N ....... ...........• T 2 S N R 5 E AND UTILITY EASE. PER ' .... ........ DOC. N0. 2249536 i N N 55+80 END CONST. PMT. 19 EX. R/W 60- X. R/W X. 20' UTILITY EASE. A •••• 3 EX. R W: 6Q' EX. R/W Q •PER MINOR SUBD. NO. 328 • I 7 55+00 WII N 55 END CONST. PMT. w w o w o w ; N Q 1: ONST' PMT. as �d 3 - oai 1,LLJ L'i ow ow � w 434' 01. 22 3 ?W ,nw I I' +�� ��1- `1 °O v1.. • z m M r1 + J H H O_ 1- vW O NZ� �+ mN -----.--r , ••; H H • J O rn M '-'-' ui 19 1 O z N O z O Hr-- 9" '1 1/� ". • O� ��as N W N W• N 0 In F•O N 0 O > II c a N o o a o aa+ °v 3► N o;, c�� wN "' o zo o m+ ZM ; ao w N o ''N1tI Ln W M • �� --- --• Ir •'' N N lD \d J 'X •N N ~ 15 U Z U U Q1 a . M • Y M ♦� N a o' 30O a a zw O m W ^ a 53+95 N 34+I I 21 R/W W �� �Q z I w w o.. N H N " / m 5 ''' zo N w~ n m u PI 25.16. I B w w 1~i1 C.P. 38, 34' h„ o I EX. R/W = R/W w 3 a EX. 20' UTILITY EASE• Ou z I x om A I' ; 4' 59" lRT) = m o NI 100' a \ PER MINOR SUED. N0. 32 `' w I w za R 27. 00' u n38' "i6' 53+20.9B v 0 7 vi f l"� t1 T 25 .20' o ^' "�'� BEG. CONST. PMT. V Q a O z LdV w i, r j� 3 N L 51 �38' o EX. 30' PUBLIC W N N I 34+11 O w EX. I' NO ACCESS STRIP. mw J QI zo E 1 SEX. I' NO d STREET EASE. PER . N BEG. CONST. a PER MINOR SUBD. NO. 32 x �11' c� S N •ACCESS STRIP DOG. N0. 21 13001 •• EX. EASE. EX. EASE. = C.P. 1�U 34+20 Ri. 'I 1 _ w Q •1 •PER MINOR SU '� -R BEG. CONST. PM7. Y1 R/W = EX. EASE. a o EX. EASE. W V ,NO. 320 j/ ..� l -�l' ..... ... .. r 66.86' II• II' g EASE JI I�• ., : :ti. - EX. R/ E EASE. Y— -ar� •FARA RS CANAI�,�Tr__- •sn--�� -sir aflr--_fty _.+�^L•-•..•__fTY -1L`sT --�•� titr -sir _ftr -f —�-1- -fTr�-- --ItY---is---ur + •- 1 Q (q •• -/IY-_-- - _ I - -r• -- - ----- - _---- t1-.. -• -.:::..•::r.:-:- /W Z ••S.. .••• '••-. .-.T� `.TAT ryT~ �1^ 'I'.-. fJ1�•1t-•1L•.iL.11i•1- _ s c7 x •s b • � � es I V > - s'_ 's�. : s=^�• Q sr saxes •,,2 i., -- I� 16 - 'O N :O �' o �x - :Zw' 'PUBL IC STREET rv• -r , -3 :t " ' ;.N \\�� .. .EASE. P W Q slss.t•_ Y _ a:s:a : a:aaa�}sasaesa�a ea �1 4`Z113441- _. a W - -• II I III• ...�_ ... f I ..........I................ � ` 1 1 J .a CF... C f I 1 -fl _ I. E 1 1 EX. 7' SIDEWALK EASE. Mrs PEft P!_AT J-163 o v, ? O �a SOS G3 to S03 Giza SO • �_•>� sG9.ta xal�-� Oa6�..0�•LO T.rir.}x e-3,Fa SOsp.a sa xos G3 s_ sgasos_r,K�•>e'��a•s_�-a;ors __I ,� - seas sa xoA� .s ca.x.os e.a za.eeaG •' � Ifco xo W a EX. EA - �� n �j� ^EX. 30' UTIL11�(1 ASE. PER PLAT J I �\ m } ,................. - ..... .... ... - - O i .... .... - 'o i I• EX. R/W a/ a EX. R/W EX. 8' PATH EASE. - w 6 + BEG.RCWNSTC.P. •� to2e w o PER DOG. NO 2364299 z ' R/W 33+36Nit WTW N EX. R/W = R/W �y N 11' m z O a r 58.61' (� Ln j L,t a '-' 33+37 X, 20' UTILITY11: rn v J < a ; a n. a a CONST. PMT. 74' PEASE. PE �111; o a. g w It o - \ R/W 33+48.61 ( 11n F N a ( $ I a w Q z V) z Ln R/W = EX. R/W 140' X. R W O" �� x N o O O + O '�f to O O Z O O z +3 + w z O N - o w �I a ,n x O I O U O 33+48 . Q\ v o 11 + O_ N m W t W N U 111 O U 11 N F-I"1 l Ql U Q o _ w o ,n v1 CONST. PMT. 110' m N w ti N uM a In o N Ilo + c� + o + c� + o CONST. PMT.=EX. R/W ��"' �; + z3 a+ o_ o 1p U • Q z O N W rn z Q1 W 0 z • Z�'1 `\X N v O\ \v z vz 3 ; 5 • W W �. 3 N m N W N m ,+1 W _ 1; I J ,� ; END CONST. PMT. CONST. =EX. R/W . � r• p., R'W t-M U� �Irl WNW ¢u�, 170' BEG. CO• PMT. /c 160' + \� 25 �• PC-50+05.40 NST. T. I60' •EX. R/W PT=5 I+54.70 P1=50+BI.0 (RT1 0 �• 10.. R =385' 13' .' 23 T =75.60' L =149.30' E =7.35' •� RIGHT-OF-WAY DETAIL SCALE:1"=50' MONTANA DEPARTMENT 5112/V426000rdde�ll.dgn OF EW OB ROAD PLANS COLLEGE-MAIN TO 5 19TH-BOZEMAN STPU 1210131 Z D by OF TRANSPORTATION 5/12I2014 CHECKED Y GALLATIN COUNTY I 9:57:27 AM CPS-U21fi CSF= 0.999433377 UPN 7426000 SHEET 46 DETAIL T 2 S N R 5 F z EX. 30' UTILITY p Lj t�g T.0 c"EASE. PER DOC. + + 2 :� (L z co a- cy) NO. 20806I6 00 • 00 'n w Lu EX. R/ • EX. R/W L0 o Ind 41 0 z V) tr z U) �o 933 L z LLI Ld Z a. 05 0 0n U 0 uj C u u + c3 Pi=38+38 42 z< ; I (LT) c� Lo z A =o* 22 2 0 a. w, �; LLI 43+32 46::TO 44+47.37 < um, R =7 8,000' �: Z + T REPLA E EX. 25' PUB u co w 0 LJMINAIRE ASSEMBLIES T =253.55' c"I ti STREET EASE. PER 'L (SEE ELECERICAL PLANS) + DOC. NO. 2113( L m507..Ii' :I w E EX. R/WQ X S IN: U) . EX. R/W 11 0, .. ....... ... 0 w . .. .. . . . ..... . . . . . ....... . . .. . . . . . . . . . . . . . .. . ... .... ...... , 2 06 — w_" . — . . . — • 4 77 i , . . . . . . ... ... . . . . . . . . ... .. . .... . .... . IT In .... .... . %v C% 11 88. ifi* 12* E .47= 7— ST. COLLEGE ST. Eq —------ 8* 33 E UJ U) ——————-——— z .. . ..... . . . . . . . . . . . ... . . ...... . . . . .. . . . . . . . . . ... .. . .... .... ..... . .. . . . . . . . . . .. .. ... ........ . ... LJJ w z O R EX. 30' UTILITY EASE. EX. 11' PATH EASE.I PER PLAT J-136 PER DOC. NO.2364296 z z 41 +1 1 . 00 (ENGL ISH 42+40. 77 END STPLI 1210 (3 ) - I - END CONNECTION Lu 51 +91 . 30 (METRIC ) ON CM-STPLI 1201 (9 ) TO PTW OX X T X X RIGHT-OF-WAY DETAIL %dgnl7426000rddwtzll dQ" NED Ly MONTANA DEPARTMENT ED y ROAD PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPLI 12100) OF TRANSPORTATION 5/1 212 01 4CHECKED OY a SHEET 47 94732 AM CPS-L)2i I I GALLATIN COUNTY CSFm 0.9994333TI LIPN 7426000 1q I I UTILITY CROSSINGS CURB RAMPS LT. DETECTABLE WARNING DEVICES L7. FDCE DRAIN OUTFACE EDGE DRAIN ADJUST WATER VALVE ADJUST MANHOLE REMOVE FIRE HYDRANT PLOWABLE FILL DO NOT DISTURB 7+78.3 10" SAN. SEWER X-ING, DEPTH UNKNOWN 9+34,31, 52.11' LT. 16.7' WIDE) (SEE CURBED CDNC. APPROACH DETAIL SHEET( 10+65 TO 10+84 RT., 10+23 TO 10+65 LT. 10+73. 3.4' RT. (SANITARY SEWER 9+20 TO 9+30 RT. CURB & CUTTER 7+70 TO T+94 RT. IO+85, 53.0' LT. g+25 TO 9+35 LT. 7+92.5 B" WATER X-ING. DEPTH UNKNOWN 9+46.78• 76.77' LT, 15' WIDE( 13+38.0• 51.0' LT. OUTFALL TO ROCK SUMP RT. 10+38 TO 10+65 RT. 10+81. 12.5' RT. 13+35 RT. 16+42, 38.9' LT. WTR. VALVE 8+05, 53.3' LT, 10+35.16. 85.04' LT. 15' WIDEI 13+74,I. 51.0' LT. 10+65 LT., 10+65 TO 14+12 LT. & RT. I1+58. 31.2' RT. 13+48, 75' RT. WTR. VALVE 8+05, 56.3- LT. 8+72. 1 UG POWER X-ING. DEPTH UNKNOWN 10+54.17, 53.68' LT. (5' WIDE 15+31.3. 51.0' LT. OUTFALL TO ROCK SUMP LT, 14+12 TO 20+43 L1. 11+70. 18.1' RT. MODIFY MANHOLE NEW FIRE HYDRANT 14+IO• T5' RT. HYDRANT 8+12. 43.4' LT. 14+12 TO 14+98 R1. 13+21, 65.9' RT. (SANITARY SEWERI IO+BS, 45.5' LT. TREE 8+33, 54' RT. 8+23.5 UG TEE. XX-I DEPTH UNKNOWN CURB RAMPS RT. IS+86.T, 51,0' LT, 14+12, LT. TO RT., PVC AEDIAN ORAFN TREE 8+37, 59' RT, 9+23.5 8" WATER X-ING, DEPTH UNKNOWN IT+27,7, 46.6- LT. T 2 S N R 5 E OLITFALL TO ROCK SUMP RT. 15+02 TO 20+43 RT. 17+44, 24.2' LT. 16+42. 44.5' LT. 9+26.8 UG GAS X-ING. DEPTH UNKNOWN 9+37.71. 82.47' RT. 15' WIDEI IT+TO LT. 11+30.00 CURB STOP 8+39, 45.7' LT. 9+q0.6 UG POWER X-ING. DEPTH UNKNOWN 1i+85.0, 44,3' LT. 15+02 RT. 19+14. 21,7' LT. 9+37,71, 82.47' RT. IS' WIDE 1 18+60.0, 41.3' LT. OUTFALL TO ROCK SUMP FIT. I� ATIATI _N 19+29 LT. WATER LINE INSULATION 12+00.00 MALL SIGN 9+15 LT. 10+73.5 8" WATER X-ING. APPROX. 7.3' DEPTH 10+41.61, 80.68' RT, l5' WIDEI 18+97,0, 39.8' LT. 1 +9 +04 19+72 LT. 10+65 RT. 12+15.00 WTR. VALVE 9+68. 21.5' RT. 10+54.33, 55.47' RT, 15' WIDEI REPLACE WATER SERVICE 13+10.00 BANK SIGN 13+18 LT. 11+53.0 UG POWER X-INC, DEPTH UNKNOWN SEE DETAIL SHEETS REMOVE RETAINING WALL 13+00 TO 18+00 LT. 14+38.00 DECORATIVE LUMINAIRE 13+23 RT. II+53.T UG CAS X-fNG. DEPTH UNKNOWN 12+45.27, 45.65' RT. (10' WIDE) 1 13+32. 65' LT. 13+39 LT. 11+63.7 UG FIBER X-ING, DEPTH UNKNOWN 19+45.27, 45.65' RT, (10' WIDE) 17+18, 17' LT, IB+00 TO IB+08 LT. T IO RT. 14+66.00 TREES AROUND E%. RETENTION 19+62.05, 56:30 RE 110- WIDE) I9+IB, 11' TO 34' RT. 19+00 TO 20+OB LT. 14+10 LT. & RT. 15+75.00 BASIN, 1377' TO I5+10 RT. II+94,3 14" WATER X-ING. APPROX. 6.7' DEPTH `I9+62.22, 56.30 RT. 110' WIDEI S�•%�� -: 19+68, 61' LT. I5+00 LT. 16+75.00 TREE 16+08. 77' LT. 13+32.6 UG FIBER X-ING, DEPTH UNKNOWN ` 4 Mp�N I9+69, 61' LT. LA CURB CUT 16+42 LT. 1 16+96.00 TREE 17+27. 85', LT. 13+97.7 UG POWER X-ING. DEPTH UNKNOWN V1• - r- 15+37, 85.5- LT 17+07 LT. 18+04.00 LT, & RT. TREES 174 t30' LT. Q 16+31.3 UG POWER X-ING, DEPTH UNKNOWN ) 0+22. 85 (ENGL ISH ) / EX. R/W 10+40 TO 15+50 19+18 RT. TREE 17+81, 75', LT. CV IT+70.0 SAN. SEWER fA80. !. DEPTH UNKNOWN ' w _ SPRINKLER SYSTEM IN PL. LT. 19+68 TO 19+69 L . TREE 18+94. 66' LT. IT+89.0 SAN. SEWER SERVICE. DEPTH UNKNOWN; o BEG. STPLI 1210(3 ) - �!t �'// PI=12+02.86 SNtUBS 19+75 TO 19+18.4 10" WATER X-ING. APPROX. 6.5' DEPTH a // / y 12+30 TO 20+20 1i+65 TO 1Bi65 RCI REALTY 20+10. 66' LT. 19+29.0 B" SAN. SEWER X-ING. 10.0' DEPTH 326+ 1 3. 1 3 (ENGL ISH ) \•5 A =66' 25' 29" lLT) SPRINKLER SYSTEMS 16+00 TO 17+3 6" PVC PIPE ON STPP 50-2 (25 )82 ` \pk9 R =170' IN PL. RT. SPRINKLER SYST MS SPRINKLER SYSTEM 18+90 T 0+25 T =I 1 1.30' ERST IN PL. LT, I L SYS M • - p IMERRiAfE SEE IRRIGATION PLANS ,D L =1 97.09' RANK DO NOT DISTURI 13+27 TO 13+85 LT. 7+70 TO 9+40 I r- / (�'. E =33. 19 1 cAREzvDeCD TREES _ IN PL. LT. w SPRINKLER SYSTEMS 84 FL. -DO NOT DISTURB 15+19 TO 16+00 LT, m 'i // ��+ m S N.C. - NEW CURB �/1\ �AAt 17+08 TO 18+06 LT. LT.. fL RT. 8T-14 /• + IB+10 LT. 4° ++ \\ N DRAINAOESWALE CUT TREE { NOT DISTURB, NOT IB+40 TO 19+16 LT. O • _ + \ •-DONOT DISTURB NEW EDGE DRAIN / E Q� I8+47 TO 19+09 L T. + DO NOT DISTURB \ I \ \ REMOVE EX. Q'X. 1 KRU S EX SIGN&BASE , N \\v1$T-1 f \� ��+ a \\\ a E SIGN, \ --__ �I. ROCK WALL i ROE �AII SHRUBS FOR LANDOWNER ACCESS ; ,_ �� I 1, 1 TO BOULEVARD AREAS 0 / \ P DST-1 \ \ EX - ��-. _ 1_ •,I� _ 1.. II EX. �` 13+00 TO 41+11 LT. d /. z' \P R/W �� i' •. 11, (1 - C 11 R/W DO NOT-`i DISTURB EX. � �,i I r 1 oC:Ids'• 6a-�w ` GALLATIN VALLEY - BIKE/PED.PATH �` SEC. f !? APPROACH:IMALL ' 22 5¢' 12' E SEC. 11 ,,' �: :: .... 1 +^' �.nr- '�=-':� .a C' W.. COLLEGE ST. �a --------'-------- W 'rTl==== _;� D I EASE. - > `-} � �..Ir'.. "-' Ic�s��c-�a -ib0[m 'EASE. F- O CUIIDISTURB EX BIKE/PED.PATH , r�O 1 n ...-.. -- . Q tW-- EX; R8 6 GUTTER DON LOCATION APPROX. `P? sr+ )- _ Y. 7+7 0. 00 ¢ DISTURB - BEG. CONNECTIO �' Er ~ 1 U w TREES o I in o L�d / r - -_ L_ -__ Ei.• PATH a T O P T W o� J \ I . i m J I t �, _ - ,y, EASE. ¢ m J m J 11' I v I I I / DO NOT DISTURB EX o ao 1 DO NOT DISTURB TREES J _ , . \ _ 1 AT EDGE OF EXIST. 1'�AA tl d J d J 'I ` v ..r _ 1 }' r BIKE1PEb PATH NI vI rn d d (I 1 J J z 1. r RETENTION BM.SIN RETENTION BASIN -- Q c J z J z I ° J I d d d d J I \ r d z a z 'JI I m 5- J I- a J I I // ¢ r; +- F m m-m + w w W w w w z ` a4¢ ¢ m. zj zm Zmzm a z J ¢dx - Z mo +O 1 1 // // 1 �� - �� dJ w w iDm Zc m m 1 w w w w #o-m > &x m¢ ¢ _ m I 1 1 / / + z� z� J x x x x C� ��1-¢r OAF Wr Wr > > Oj V1- 7N 7 M�0 M 11 / / r•'r J cr d 07V) 07y 00N 007Ln Q 19 F- O DC .+T HN0$0 LA H¢N JN J� r�r K O -N VI •~ -K ~ -H~ _� - \ V / • - Z J 1D Y O O 0 O 0 V1- H > I / �~ W' W- v P c N- W W- O- O- F N d•N ,- 0: J J J VI F-N , W / H ,,.. F Z H Z N J Vl VI J VI J $� J O x0 x0 W--- d- W- r I W W rr O O CL O. d O 0 lD mY¢ V1Y¢ O O O O O 0w / F F 00 J J MY¢ lD X.4 MY¢ v1D aC¢ z wwwuw =f--w Ll)H rd Z Z J d d OF H� J F.,U F J 1. 1 / J K J J H J Z d Z d UH UH UH UH >H a•> 0 8w0 KUF ~ ¢~ �FUH •3 W U W OF Z Z _ ,� Z 'm Z V1 W U�W Nl W mmzwZ Z ¢OO �O OHO >�> OW .0W �' >� U W \� +I� W U W V W OW OW OW OW ,+ V1K0 v¢0 m mV/0M O M0.0 lD> '> + m O' m > m> '> N V > YK¢> m m> NU> NKO 0�0 N�0 V1 V1K0 �/ �• Q� Q v m O . ,D Z .D 2 m Z '0 Z 2 0 ,D J m J- J- J r '- O O m m m- - s m v v Z mmZ m Z Odd 4N -mIL N2 Nmd +dd �d' �: +O .� W0 +OwJ WmW +Opp)ONO +� - +� c +3W +3W + +• +0; +. + +� fw +¢ +a +�W +�W +3W ++;W al mU¢rn¢-a OrUpV10 +m0 +m0 +m0 070N0 WNW O W W O W W N J NNO N00 NNO r1: W DO NOi r0 m01 r10 V1W M1= W N17 J W MN J W old J W l]Nlil Y W W IflW W V1 W W mm W W m-o mvo mvo _Uo-o - ¢-� _z,n _z In _Vr --e-Uo __o _mzm 'I'N OISTURBTREES -U- 01:1 -Uzln¢ _10 -Ud1Y --dm -odcr -_m _zV) -z&A -zVr --Z0 NOTES] 13+56 /5}50 1 17}51 l8}79 z 1. SEE STORM DRA/NI PLANS - ` J _ IPRNAT£ APP. LT. PRIVATE APP. LT. i_ PRIVATE APP. LT. PRNf1TE APP. LT. �q FOR N61Y STORY bRA/N i - _�_ - -! 10t2 13+00 TO 10#3 LT. 10}3B Tt� 40t94 P. i RT. JS' WIDE B I 42 /0f B B 32 W10 8 8 23' J I Ikl _ _ �1 TABU IZAJ'ION Gr`OTEXTILE STA81L17 TION G£OTfXTILE SEE DETAIL SHEET I SEE A SHE 1- - SEE DETAIL SHEET SEE DETAIL 511EET W a 4870 2.-SEELR HT OF WAY DETAILS - 1- t_ I 1 I SEE DETAIL SHEET SEE OET 1L SHEET PUBLIC!APP. RT.. _ I + -� I 1R!V m- ' I PRNA7,E APP, 4870 t7 _ FOR RIGHT OF WAY CALL OUTS. ( _j_ l0}5l.49 TO 10t89.80 /2fi50.00 TO II2t6B.30 S. 29TN AVENUE _ _ - __ 35' WDE B-B O z f _� NEW b/KE/PED. !PATH ITT. N BIXE/PEO.I PATH RT.' SEE DETAIL SHE __ I_ SEE D TAIL SNE R - - - - - - (INT RSECT EON CONNECT b 1 (NiERSECT ADM,CONNECT It1N 1 - I _ - +17 SEE DETAIL SH ETS SEEDETAIL SHEETS' IJ+40.84 TO /4+20.00 z - _``_ - -. - _ - _ _ }I P1 I NEW BIXE/PL+D. PATH AT. - J7 _ - 64.9J 4865 .1 1 63. + 00 (INTERSECTION CONNECTION) f0.500Y. w - - - 6 • .5 62.50 SEE DETAIL 'SHEETS e6z;90 63- 4865 ( 3 / f63.78 Yt40VC }0.5 07 ..ICE T. -- 4860 - } 3.85 .'0, 63. +lo.0 VPI 'r 18+ 2.00 TO 19}12.00 19}72.50 r0 19t90. �- _ _ - _ - I NEWT /0' BIXE/PED• EW 10' BIKE/PED. 4860 _ 7t70.00 TO 9}'55.80 }17.20 TO 9t47.73: 2.71 o rj - 12t73,T0 13}07l 1 1 1 15400 TO '15}J7 1 PATH RT. - (+ATH RT. ROADWAY WIDENING RT. DA IMPROVEMENTS ct. °p o DRAINAGE SWALE LT. 13t551 TO Mt951 GRADE TO DRAIN LT. SEE�DETA/L SHEETS I¢EE DETAIL SHEETS SEE'GEOMETRICI;DETAIL EE GfOM RIC DETA1( kn vi LL REGRApE RETENTION -I ST_I3 d sr- 12#97.00 Tb 13t52.06 BASIN RT. ST.6 N o 10t76 * 10 LANE SEPARATOR RT. SEE O€TAIL SHE _ II 16t78 1 4865 - - - 1- -�•_ - _ -I- ' N v 64• RT• W,r T• SEE D6TA/t !SHEET I K = 140 T- ! r ITT._ 1 4865 7t7 .00 TO 9447.04 * El.4.863.71 1 8 3.J - - EL. 4.862J 4 +0.500% - - tI �- REyQQ{yE CURB 8 GUTTER lir. l- w I -0.500 j 146' VC 8+18.40 Ti 9+47.041 9}381 _ Flit ASPHALT I t tt REMOVE SIDEWALK RT.' 9J• LT. 36 F L BASE COURSE (A-1- FI L GRAVEL (A-/-a) 4860 - - -I INCL. TRAM . Rt�TO EL.4.e50.5 +2'_l K 52 F L_suBBASE I(A-1-01 ` - - 4860 --- - 1 xm -- _ 150' VC L GRAVEL IA 1-01 iV65 To )1#25 -- �1Bto2.oo �D 18f97: o I I SIDEWALK SUOEXCAVATII LT. to - - - - - -I I ANDSCAPE WALL LT. `i R11 - i - - - --FILL GRAVE -- F1II SSE DETAIL SHEET r - - �- -If-_- I !IN MEDIAN! } -� - - - - -j - - 'tA-1-D1 - - A 61 G VEL (A-1-bl. i 1 0�I rS . o.o EE DETAIL SHEETS 13}65 TO 1 }50 aol rLL SILT (A- -6) 4855 - - - - _ - I i CLAY CL(1Y (A-6) SrOEWALK SgBEXCAVATbN LT.o ' I I 1 - I 4855 FILL M=61 SEE DETAIL SHEET y k I j --- - ORWANA:SDI& fA-81 7 I �- CLAY v _ f I -- - - - - - 9t26.48 TO 9t47.73 IIA-6) Sz OR (A.!-P) - - I NEW'CONCI' MEDIAN Cfl i CLAY --- - } 78 }8 140' C OAAVEL (A-1• 1 A i CONC. CAP LT.� ITT. REMOVE CLRB i GUTT,ER LT, I(A-6) 1 7 }25'00 83 ! _ I )NCL. 2-I' R 1I REMOVE SIDEWALK LT: 63. 8 f i - - - -'- NEW a.5' CONC. SAOE1YAtK cT• S - I 14 }90.00 62_59 62 39 VPr' _ 1 4 0.SOON- -- -- tea$ s3 - VC VC VC I 157. T PROFILE RT. NEW CONC. MEDIAN CURB TYPE A - - _ '62.93 0. X i LANDSCAPED ISLAND i -- - INCL. 1-50' RA S i TAPERS - q I 500% I I „ a NEW4CONC. MEDAN CURB PE A o u CONC. SLOPED SEcrtok o0 = j o NEW CONC. MEDIAN CURB T PE A i COJ,C. CAP LT I i RT. g N CO M OIAM CUR TYP I i CONC. C P LT, i RJ1 qj i CDNC. CAP tT, i RT. _ I INCL. 2-I RADII i „ LT .o I $ )NCL. I-51 i I-I R. yN m INCL./ 1' 1-1,5'R.I _ 4860 860 a s< - 5 * * AYCI. 2•'r RADII -v * NEW CONC.' CURB k C TIER LT. NEW 6' CDNC. 510EWALX LT. - _ - - NEW CONC. CURB i GUTTER LT.-, NEW 11 5 CDNC. INCL. 1" I50 I-4 !-J23' I-50' RA Nis i I-l6.4' ENT. _ - - INCL. 1- 0' RADIUS S10t1YLK RT. NEW b' CDNC. m - - I IA I-Dl SIQE�ALX RT, o w �i �D N S CDNC. SIDEWALK _-�- o q I ENGL.!-Jr R. „ N L. I-JO' 1-125'RA IIS 1 NEW CONC. CURB i GUTTER RT.. . ♦ w 4855 - I I I- +Tb.001MEW 6" CDNC. SIDEWALK RT+}88.TT I ~ *}OI.TOLNEW CONC1 CURB i C TTER RT. . ♦ s L NEW CONC. CUR i GUTTfR;RT. 4855 �AiCL. 1.140 GRAVEL I INCL, 1_ �'�-'-1'�+57:-OB - t04.9z 20 i I-J RADIUS 15 NCL. 1-JO . I-12 I-40 i f-100' RADIUS RADIUS i SOWK. TRANS. RT. fA-I-D1 10 3 c:Wpn17421KKI0rQpIpx0l.dpn MONTANA DEPARTMENT b ROAD PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 1210(3) 2J�MW OF TRANSPORTATION 5/12I2014 CHECKED BY I 1 19 57,59 AM CPS- GALLATIN COUNTY CSF= 0.999433377 UPN 7426000 SHEET 48 - U21 UTILITY CROSSINGS CURB RAMPS LT. CURB RAMPS RT. EDGE DRAINS ADJUST ADJUST MANHOLE REMOVE FIRE HYDRANT FLOWABLE FILL REPLACE WATER SERVICE DO NOT DISTURB 20+14.7. UG TEL. X-ING, DEPTH UNKNOWN 24+82.75. 52.T0' LT. (5' WIDE! 33+22.50. 31.60' RT. (10' WIDEI 20+50 TO 23+98 LT.& RT, WATER VALVE (SANITARY SEWERI 23+33, 5.0' RT. 20+46. 3' LT. 2T+T4, 76' LT. WTR. LINES 22+47 LT., 25+04 LT., 25+07 RT. 20+68.0, OH PWR & TEL. X-ING, 3 WIRES, 25.2' CLEAR. 25+50.85. 52.70' LT. 110' WIDE) 33+44.35, 45.35' FIT. 110' WIDEI 24+02 TO 29+88 LT.& FIT. 22+47, 22.7' LT. 21+72 LT. 30+IB, T.7' RT. 20+46, 23` LT. TREE 30+50, 70' LT. & 30+70, 70' LT. 73+1 1.6 OH PWR. & TEL. X-ING, 2 WIRES, 31.0' CLEAR. 33+22.50, 31.05' LT. f t0' WIDEI 34+11.56, 45.51' RT. 110' W(DE 1 29+88 TO 30+13 LT.& RT, 74+95, 88.4' LT. 25+18 RT. 33+54, 58.4' RT. 20+46. 39' TO 49' RT. WATER LINE INSULATION WELL IN PL. 75' LT. 32+23 23+21.3 15" SAN. SEWER X-ING, 9.4' DEPTH .... 33+50.75. 51.05' LT. IS' WIDE) 34+42.30, 30.50' RT. (5' WIDE) 30+20 TO 31+2T LT. 25+04, 20.2' LT. 33+56, BO.6' LT. 22+4T, 51' LT. 20+2T TO 20+66 LT. DECORATIVE SIGN WITH ELECTRICAL 33+25 RT. 23+33.3 WATER HYDRANT LINE X-ING, DEPTH UNKNOWN 34421:95: 50.30' LT. 15' WIDE 30+20 TO 31+45 RT. 25+07• 16.6' LT. MODIFY MANHOLE 23+33, 0' RT. 22+4'f3 LT. TREES 33+42, 90' TO 175' FIT. NEW FIRE HYDRANT B" WTR. LINE 33+69 RT.34+42.30, 41.75' T. 15' WIDE I 31+45 TO 36+T9 LT. 25+41, 18.7' LT. (SANITARY SEWER) 25+05, 50' LT. 24+00 LT. TREES 34+20, 75' TO 165' RT. 23+45.6 UG TEL. % ING, DEPTH UNKNOWN T 2 S N 4 25+06.8 10" WATER X-ING, DEPTH UNKNOWN R 5�,E HATER WELL & EDGE DRAIN OUTFACES 31+62 TO 36+79 RT. 33+61, 22.8' LT. 27+72 RT. 23+33, 38.5' RT. 25+57, 50' LT. 25+04 LT. 25+34.9 UG FIBER X-ING, APPROX. 0.8' DEPTH (MSUI WATER (YELL PUMP . 23+98 LT. TO RT.. OUTFACE TO ROCK SUMP RT. 33+69. 21.2' LT. 30+71 LT. 30+00, 38.5' RE 26+67, 50' LT. 27+74 LT. TREES 34+35 TO 35+50, 70' LT. 34+21, 23.5' LT. 33+83 LT. 33+52, 76.0' RT. 2T+75, 50' LT, 2g+00 TO 30+50 LT. DECORATIVE SIGN WITH ELECTRICAL 34+45 RT. 25+54.7 UG FIBER X-ING, APPROX. B.0' DEPTH 24+30, 62' LT. 29+88 LT. TO RT., OUTFALL TO ROCK SUMP RT. 33+53, 81.0' LT. 30+00, I' LT. 30+00 LT. & RT. 26+60.0 UG FIBER X-ING, APPROX. 18.4' DEPTH SEE IRRIGATION PLANS 30+20 LT. TO RT. TO 29+88 RT.. OUTFALL TO ROCK SUMP RT. MAILBOXES LT. MONUMENT BOX 30+I5, I' LT. 30+I5 LT. O 26+60.8 UG TEL. X-ING, DEPTH UNKNOWN Ln 31+33 TO 31+62 LT. TO RT., OUTFACE TO FILL SLOPE LT. 2T+74 O ADJUST FIRE HYDRANT 31+20 TO 31+q0. 52' LT. 31+25 TO 31+55 LT, II N 26+66.5 UG FIBER X-ING, APPROX. 8.0' DEPTH CVO 1 34+63 20+22 LT. M 24+94, 88.5' LT. 31+30 TO 31+50, 22' LT. 33+52 TO 33+77 RT. < 111 Ln 26+82.7 OH PWR. X-ING, 4 WIRES, 26.5' CLEAR. p 0+00.00 31+32.00 ADJUST WATER MAIN 31+35 TO 31+55. V LT. 33+52 TO 33+79 LT. M M 26+82.7 OH FIBER X-ING. I WIRE, 20. I' CLEAR. 0+95.00 31+52.00 32+75 TO 33+50 Q QI 20+26.80 TO 20+65.80 LT.(14' 1 34+60, 24' LT. 33+75 RT, 28+59.2 OH PWR. %-ING, I WIRE. IT.5' CLEAR. 1+12.50 31+90.00 SPRINKLER SYSTEMS ........ _....... ....... 33+80 TO 33+90 34+60 LT. M M M 29+OB.9 15" SAN. SEWER X-ING, 5.6' DEPTH TWER OA Rrs _ 1+32.00 32+40.00 ry 33+79.30 APARTMENTS - O PI 25+16. 18 WHEELSPRINKLER SYSTEMS Q I 30+17.7 WATER HYDRANT LINE X-ING. DEPTH UNKNOWN _ 22+05 TO 24+ 5 3+32.00 32+80.00 WEsrcouEGe 1TRAi�E PARK IN PL. FIT. 34+15 TO 91+14 COLLEGE ST.= 33+69.7 8" WATER X ING. DEPTH UNKNOWN o 7+88.00 LT. & RT T 255-20 59 lRT) TRAILER PARK IN PL RT. I Y ^ N I 30+39.3 OH PWR. X-ING, 2 WIRES. 31.2' CLEAR. SPRtNK ER SYSTEM IN PL. LT.. 1 '^ 0+32.00 34+80.00 W, 52+36.41 33+38.3 UG FIBER X-ING, DEPTH UNKNOWN tOPTICOMI ,. 3+IB.00 LT. & RT. (MEDIAN) SPRINKLER SYSTEMS I AI S. 23RD AVE./ 8+55.00 L 510.38' TECHNOLOGY 33+82.7 8" SAN. SEWER %-ING. 6.1' DEPTH I WAGON WHEEL tll ,14+82.4 OH PWR. X-INC. I WIRE, 23.6' CLEAR. '. J d I 0+815.00 LT. & RT.S N.C I' TRu ERPaRK Q R BLVD. S. ADJUST I 1 'N I 1 DO NOT' E�� EX. EASE. ADJUST N'� 1 DO NOT WATER MAIN - - 1 `Q 1 DISTURB CATR R,'. WATERMAINI EX. EASE. 'MANi ! W TREES CREEK I II ' Y TREES DISTURB -.. - EX. R/ •�--.. ..� r.... +ns.�-�`- �._iir -�sry= ifr.�=�sw- ---- -fill - ' Sir YtEC='S_GAtltl-sri- -fn1rr==1tif=�+•:frY fr -- EX. -� --- _ _ R/W -4- -- :ate .�3z3r3si sm� Y-IFr3reacasie�ea'------- I -----.- ---------sue E15 .3 SEC. 14 .314C I I ' _._ .. ....W. 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RT. 24+30 L SEE DETAIL SHE 31+27- t7 3Jf62 m_ 4870 _ FOR R Hr OF WAY CALL OUTS. 25' WIDE B•B L 24+68 TO 25+64 L _ JN5li 4870_p� 24+72 TO 24488 LTC- I IIT. FILL OVER EAST! 33{79 i + l§fE DETAIL SHEET 22+89. 10 TO 23+26.60 25+47 TO 25+60 L I FILL E . CANAL+ HEW !0' BIKE PATH RT. 26+92Lt. +58.00 70 33+J8.88CAT N (OVERFLOW)i0W) gU C APP RT. 0 65. 6 65.89' 65.4E SEE bETAIL SH ETS 27+73 TO 28+29 L I INEW 10' BIKE PATH dW. CULV RT RT. ECHNOLOG>� BLvO. S. w +/4 5 27+T9 TO T8+23 L (INCL. lNTERSECT{Ox CONNECTJDl ) £E DETAIL SHEET Z 64.37 29+15 TO 29+75 L SEE DETAIL SHEETS I { 4865 -0.5007 31.+36 r0 3z+_,o L -- 3._4!5! 176' VC 4865 IIIz - TQC PROFILE LT. 31+44 r0 32+02 L - ?!T� 63.30 170' VC 33+08 I.T. f I VPl f 1 341 /6' 23 TO 34{{73.00 > 33+09 TO 33+55 L I 1 0.3 X ( 81 79^ 61.3 +0.r�00% 62.87 NEW BfKf PATH RT, +0. 00% 20+46 TO 35+50 0 34+63 r0 35405 L (INTE,R��SECTION C�jNNECT{D FILL OVEN} NEW ,o I 25+40 TO 25490 I TBC PROFILE LT. SEE 6 AIL SHERrS 4860 STY. TRUNK LINE_ _ Sl WALK-SUBEXCAVATIO LT. 30+85 TO 31+35 32+99.00,TO 33+41.00 486Q, 22+30 100 TO 23420.00 SEE DETAIL S E£T I 29+88 TO 4Of65 J0+29 TO-30+49 EAST CATION WEIR DROP LT. REGRADE 6XIST. PATH RT. '39 .r I Sr 2 LANDS APf WALL LT. 6 RT. GRADE TO ORA/X RT. EAST CATION BANK SEE DETAIL SHEET IINCL. REMOVE ASPHALT PATH) I 21I§2 TIN M�lAN) 24+75 TO 24+90 2$+90.00 TO 27+90.00 PROTECTION LT. 30+85 TO 131{27 9RY, 'r 9' 7• SEE OTAII SHEETS SIDEWALK;SUBEXCAVAT/ON LT. ST-8 SEE DETA/ SHEET !!Tt Et. 4,844.3 W EL. 4 465.5 SEE DETAIL SHEET 26+J8 !IN MEDIAN) LAND! 1LT. ART: LANDS APETWALL+LLT.06 RT; 'SEELDETA/LCSHEET ST 11 SF-I2 4865 '+0.5 - - - - - - - I_ _. _ _15' RT SEE- AIL SHEEtS.-! (IN Y�DIANI _. l2t25' {9'. -RF. -. FILL ASPH -0.500 i EL. 4.8611.9 I I SEE TAIL SHEETS 1 ST-9 sr-3 J3f53 JI+28 4�SJr FILL BASE COURSE to-2-6) K 170 1J0'1{Rr. EL. 862.6 GRAVEL - - ITO' VC ( 20'` LT. ! J fL. 4,862.4 GRAY dl- /( p 170 - EL.!. 4.860.E L. 4,B61. +0.50,0% 1 SOIL (A 8) 5 IL (AA-8) 4860 ''cLAY� -•--47 '_V I q7 IL ASPHALT SC IL rA-6) 22+89. ID To 22+95, 10 - •r -FILL{ 1_BASE COtl?SE 'CLAY IA 6) { T { Ir 23 20.60 0 2J 26.60 1 o CL Y IA-6) Frt� FILL 46 I REMOVE SIDEWALK RT, 0 10 GRAVEL I au I '-FILL CLAY (A- CA-l-dl 22+9¢. 10 TO P;T+20.60 2 +58.00 T�j 29+64.00. .r +q l+ rA-61 4855 Q REGRADE EX/ST.I APPROAC Rr. 2 +93.00 TO 29+99.06+ FRt GR EL IA-I-o7 Ct Y (A-6) I I 4855 LL�GRAVEL IA-!-ol rINC4. REMOVE 30• WIDE-- rtt BRAVE -- R MOVE SIyALK Rr. -+ _ }Z. ASPH LT PAD) I I --f w �7 & L CONC. IAM SLAND B O1iGAN SOIL /a-8' .�. f +I VP I I --GRAVEL b LANDSCAPED'ISLAND SEC sz + ;+ f +64.00 TO 29+9J.O� -GRAVEL fA-l- 1 & CONIC SLOPED SECTION 65.89 IA-I-oli .46 65.46 I � R GRADE EX15T. APPROACH RT. +4 & CDNC. CAP LT. & RT. (NCL. REMOVE 30' WIDE GRAVEL (A-1-4; 63 5 1NC4. 2-1' RADII 4865 L _ - RAVEL fA-Pb) ASPHALT PAP) I NEW CONC. +SP 00 4865 - + +OO.Ot +13.2 Gurrr#jr. 1 L -0.'S00 I n i 1 Ew e' CavC. 0.Soo;., 170' VC Ali/.79 1 170' V +o. 00% jr, RAVEL IA-1�0 T PRQF/L q�; ' 61.3 NaiK r0o - L N�yy Co N'DIAN CURB t I I b 1-10'RADXlS "� i NEW CO}!C. YED/AN'CURBYYPE A b GANDS�APED ISLAND dr o I 4860 CAP A b:CONC. o o ° I �_ ��1 4860 CDNC. SLOPED SECTION &'.GONG. CAP-L7. b RT, e _ _e NEW COMC. YEO/ CURB TYPE a A LAN SCAPED ISLAND Jr CONC. SLOPED o � S� NEB CDNC. NfD/Ax CURB TYPE A b LMI APED LAND b CONC. SLOPED � NEW I7.5L�COx e 'fA I of J tRAVEL )NCL. 2- RAD!! o INCL. it-2'b I-I' RAOWS b SECTION b ONC. CAP T. & Rr. IINCL. I- b 1-1' R DAIS c I SECTATN &iCONC.; CAP LT. 8 RT. fIN f-1 b 1-!' N/S '�- SIDEWALK'FY. .�.. - I + 4 I + NFyW CONC. C RB b GUTTER LT. & NEW 6' CONC.I S1011l'ALK ET. 1N NEW CDNC. CURB GUTT R L i NEW ! CDNC. 51QfWALK LT. ` +10.50 +SO.f7 h {51.78 +15.80 GRAVEt m I f o GRAVEL rA-2-61 INCL. I-f50',I I-45'. !-i125', I-501 RADA15 &I I-16:4' E>1T, �' I I NCL. 1-l50,, I-IS' b I-40' RADIUS t � I LA-2-6>, 4855 N CONIC. C RB b GUTTER Rr, GRA EL (A.!-D _ 13.2,►( NEW CONCI CURB- ---, 4855 NCL. 'h J8:1' EXT, J• 0'. I-lY3 !•40'. I-!00' RADXJS - - - - - - - &GUTTER Rr. INCL. 1.40' R. {42.80 35 20 25 30 3 cWyn17428000rdplpx01,d0n 0 D BY NONTANA DEPARTMENT ED Y ROAD PLANS COLLEGE-MAIN TO S 19TH-002EMAN STPU 1210131 2 OF TRANSPORTATION 5/12/2014 CHE K Br GALLATIN COUNTY I 9:68:08 AM CPS-U21 CSF= 0.9994333TT UPN T426000 SHEET 45 UTILITY CROSSINGS EDGE DRAIN OUTFALLS MAILBOXES LT. ADJUST WATER VALVE REPLACE WATER SERVICE RESET LUMINAIRE PVC MEDIAN DRAIN 6" PVC PIPE 35+41.8 6" WATER HYDRANT LINE X-ING. DEPTH UNKNOWN 39+58 LT. TO RT., 38+44 37+00. 26.2' LT. 38+87. T7' LT. (SEE ELECTRICAL PLANS) SEE IRRIGATION PLANS DO NOT DISTURB 35+g0.00 TREES 34+35 TO 35+50, 70' LT. 36+14.8 UG GTELAS X-ING. DEPTH UNKNOWN 40+94OUTFALL TO ROCK SUMP RT, 39+86, 25.0' LT. 37+58 LT. 36+00.00 35+q9 TO 36+2T LT. F 36+14.8 UG GAS X ING. DEPTH UNKNOWN 40+94 LT, TO RT., FLOWABLE FILL WATER LINE INSULATION 35+58 TO 36+18 LT. FENCE 38+82 TO 39+62 LT, OUTFACE TO ROCK SUMP RT, 36+99, 54' LT. 36+99 TO 3T+00 LT. 38+93 LT, 37+10.00 (AT HISTORIC PROPERTY! 40+42.2 6" WATER HYDRANT LINE X-ING. DEPTH UNKNOWN REMOVE FIRE HYDRANT 39+95 LT. 3T+70.00 38+44 TO 38+96 LT, 39+60, 25' LT. 38+87 LT, 38+50 TO 38+90 LT. 2" WATER SERVICE 40+09 LT. 41+03.0 OH PWR, X-ING, 4 WIRES. 8.2• CLEAR. EDGE DRAINS 40+10, 54' LT, 35+42, 3.1' RT• 41+16 LT, 37+90.00 CURB STOP & BOX 40+09 LT. 36+T9 TO 39+58 LT,& RT, 39+09 L7. 42+I7 LT, 39+18.00 LT. & RT, 39+09 LT. 40+09 TO 40+10 LT. 40+23 TO 40+95 LT. 2" WATER SERVICE 0+10 T. 39+62 TO 40+94 LT.& RT. NEN F;a" Hv RANT 39+69.00 CURB STOP & BOX 40+10 LT. 40+94 TO 41+11 RT, 35+42. 38.5' RT. ADJUST WATER MAIN REPLACE LUMINAIRE ASSEMBLIES 39+98.00 Ln RESET FIRE HYDRANT 36+99.00 TO 37.00.00 LT. IB"1 (SEE ELECTRICAL PLANSI 41+85.00 M 35+49 TO 42+36 40+42, 38.5' RT. 44+47.3T LT. 42+10.00 i 2 SNR E SPRINKLER SYSTEMS IN PL. LT. d' ul 10 I a 0! 4+15 TO 41+44 c SPRINKLER SYSTEMS IN PL. RT. ti ow + - PI=36+38...42 - N1601C ° r� lfl RESeDENOE Yt DO NOT A =0' 22' 21" (LTl i DISTURB M 0RRfl0K-SIOC, R =78,000' -DO NOT DISTURB + �o W 43+32.46 TO 49+gT.3T 1 TREES au AVAnr "T8' T -253.55' FENCE BROOKSIDE O �� i REPLACE LUMINAIRE ASSEMBLIES I N F APARTMENTS v ¢Q !SEE ELECTRICAL PLANS),'. I 17L =507. 11' �u r 1 + - ADJU E =0.41' O I EX. R/W WATER S =N.C. a EX. R/W q i 1 0 ', i 1 � ... r.. u ss[-•.t.�am �...ur.�..��atr��� r�.��,.�cu�•�JL� -_-__._� _ `^ _I_L - _ vast---- -----�__ _ _... s dr �o3 v3-rCks■j.� �� .��_._.---•��.�.-.-.---� ITi?ca�a3 Osfia�G�]co�- _ 1 14 PIP _--- T3� SEC. I I JSEC. 12 _ IS Be, t6 t - ---•°: i---- ! ............. SEC."'fs� : ' C. I SEC. 13 W. COLLEGE ST. ...Laorl - W. COLLEGE ST. S S 8. EX. R/W- f 1 t U) LuEX. R/W W L~ EX. PATH EASE. 1 .1 NEW EDGE DRAIN- � '• w - DO NOT DISTURB L7G. Q f BIKE/PED.PATH \ I > V a / ;� 4 1 +1 1. 00 (ENGL ISH) 42+40. 77 I O END STPU 1210(3 ) = I N/� cl Q} F r �� ! 1I 9. 51 +91 . 30 (METRIC ) TODPTWNNECTIO I V✓r y JQ -' V- NOPPER SLOG - 1 Qco Qui NOPP �_�� W MOPQFRB4DG �r �� a �m 1 Ki ON CM-STPU 1201 (9 ) s I U +KeO� �_ _ �JW JNK JK Z Of O_ a.cr `� ¢I .03 0 0 v W U O V 1 cr N N N ~M J =J~ R r V 3^ Z NLe } v O�'>ce I+f Y Q k6 Y Q 4 Z Z 0_Vl Z V1 J H D ca d 0 I I � > mX> _ ~OwO OW .OW. tOO 2Zp UO Zw- vU0 FKO ID VI It.D OD;1'0 v X_0 r�l X 'W "1 O c0 cc 0 M _ O v Z .O Z V �_ l0 Vl O. O J> 0m~Z O l -mM1Z }: }_ I W vJ Mtim 01JOX mw OWW -6 W -p Jp -NO -700 M0 P12 V1 v Z LA vv z J v U=O 0 vuno v N0 vN0 NOTESt 38 70 40+59 z 1. SEE STORM DRAIN PLANS FOP PRIVATE APP. LT. PRArATE APP. LT, g NEW STORM DRAIN CALL OUTS. I ! I 211 DETAIL L Ea 27' nFr b b W a S£ OETAfi EET SFr nrr,vl sHFF7 I _ 4870 I�' RIGHT OFF WAY CA L DETAILS iFOR m C7 '35+88 1I� I - - - 40194 10 41011 RT, I� I 0 Z PRIVATE ApPP. LT. f STABILIZATION GEOTF.X7ILE 27, WIDE B 8 !f } VPI I SEE DETAIL SH0,00 £fr SEf DETA� EE TH 4865 ?� -6 4 1i7 +70 {1 i 4865 I.77,q 64. 63 2 C m 50 VC 9 +94.7J 70' VC / /00 6 67 MACH5 EXISm4 0 4 4860 14 t ST-4 60.96 o f a - - � 1 Io ic�' o � JB+JO I , .W o m 5T,5 00 --- _..EI: T. F L As At OX !30' VC,o Ro 1= `O p _I' fo _t 4865 1. I K 84 a ap 86"LT - 4865 _ _ W 2 ff. _ 1 b 44! B82. L.4.86,.T. FELL ASPII LT 270. VC f L BASE 4860 I 1 K = 1619 C RSE1IA-1 91 _ FILL GRAVEL}0.455X 1 ILL BASE COf/R E fA-I-al I 4860 F L GA VEL JA-2- 1 ?(A-2•61 _ ` ,.. - I I co CLAY (A-60 I I I £ Jd,+20.00 TO;J9+20.00 +67 i LANOSCAPf WALL LT. &I RT. _ ` 4855 AI MEDIAN! 1 _ _ o�o j 40+94.75 ro 42+JJ oo _ ( _ _ ; _ 4855 DETAIL $HEFTS i 4 a p I INCco L.REKOVEN CONC.I CAP LT. GRAVEL (A-1 0) 4. I t VPI o GRavEL (A'I-o) 4I+14.00 TO 4 +33.,00 ! BRA EL (A-1-0 �64,�" I + W RfMO�E MEDIAN;CURB RT. 4865 64.26 I _ GRAVEL [A;,-0) INCL! REMOVE CONC. CAP I, I 4865_ --- 3.4fi -1. /00. I 61.67 #_92.0 VPI 270' VC 6O.96 MATCH NEW CO C. MEDIAN CURB TYPE A & EdC PROFILE RT. EXIST. CONC. CAP+LT. & Rr. INCL. I-7 RADIUS i 4860 NEW CON . MEDIAN URB TYPE A &.LANDSCMPED ISLANDt 4,55Y. 4860 &C NC. SLOPE SECTION &CONC. CAP LT. A RT.' INCL. 2-I i RADII I -! g { $ s I F7pp..00 +90A0 EW CONC. URB&GUTTER LT. & N/EtW a CONL1. S/pEWALK'LT. M N R GUTTER T " �+°f91. 5N YI to- L.C. A K LT + O.TT 4855 INCL. 1 IOPNEW 8- TO PO' CONC. 'SIDEWALK LpisL. NEW NC�RB�GUTTER RT.LX L�� I 4855 35 INCL. I-40R. 40 T. o0 45 _ - - - - - - - - c.Wgn1N26000(dp1pz01.dgn pESI NEO BY MONTANA DEPARTMENT EVIEWED BY ROAD PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 1210131 2 OF TRANSPORTATION S/12/2014 NECKED BY GALLATIN COUNTY 9:68 17 AM CPS•U21 CSF= 0.99943337T UPN 7426000 SHEET 50 RESET MAILBOX RT. TECHNOLOGY BLVD. UTILITY CROSSINGS S. 23RD AVE. FROM 54+66 TO 55+80, 23' RT. DO NOT DISTURB _ (INCL. REMOVE & NEW CONC. PAD) 51+01.5 UG TEL. X-ING, DEPTH UNKNOWN 00 NOT DISTURB SEE COLLEGE STREET I, ,� pl L��� I 51+66.2 UG PWR. %-ING. DEPTH UNKNOWN SHRUBS 53+70 TO 54+30 FIT. F nt -•► / w ADJUST WATER MAIN C' F w 51+81. UG FO ING, DEPTH UNKNOWN TREE 54+47, 32' RT. i�W �, I• �+ I 52+72.50 TO 53+03.20 RT.IB"1 51+86. 1 I OH PWR. X-ING, 36.0' MIN. CLEAR. FOR 4 WIRES TREE 56+39, 21' RT. EAST 7� w�� (INCL. REPLACE EXIST. WATER VALVE) (B WIRES TOTAL, CLEAR. VARIES) Z� CATRON CREEK %y +y�'>,. ' " 51+86. I OH TEL. X-ING• 23.3' CLEAR. _ � .� Q9 �, WATER LINE INSULATION LANDSCAPING & IRRIGATION 52+72 TO 53+03 FIT. 51+88.6 12° STM. DR. X-ING, DEPTH 2.2' 54+11 TO 56+q5 a'�� I I�o I 55+43 LT. 51+94.8 UG FO X-ING, DEPTH UNKNOWN SEE DETAIL SHEETS P1=50+81.00 I =4 52+08.4 UG FO X-ING, DEPTH UNKNOWN (OPTICOM) °:•�� ADJUST CURB SO A =22' 13' 10" (RT) I' . I. I 52+13.2 UG FO X-ING (MSU), DEPTH UNKNOWN R =385' 55+qp, 30.5' RT. 52+39.2 15" SAN. SEWER X ING, DEPTH 6. I' 6" PVC PIPE T =75.60' ` I ° �� ( (Q = REPLACE WATER SERVICE 52+59.3 14" WATER MAIN X-ING, DEPTH 7.0' SEE IRRIGATION PLANS L =149.30 52+73.4 UG GAS X-ING, DEPTH UNKNOWN 53+46 TO 53+88 LT. _ '. I u 55+43. 25' LT. I �, I ( I 53+08.5 8" WATER MAIN X ING, DEPTH UNKNOWN 55+96 RT.TO LT. S -N.C. a 55+39.8 WATER SERVICE X-ING, DEPTH UNKNOWN _ _ L0 .Lc) FLOWABLE FILL V• ` 0: M• 52+90, 0' LT. I TECH PAAA BLDG I , I O+ % SEE COLLEGE ST' B want 52+DO TO 54+45 I� FOR HYDRANTS I UST $PR;INKLER SYSTEMS 1 i ANDVALVES 'L- '. ) I I WATER MAIN , IN PL. LT, RT. I 3 DO NOT DISTURB .; .. j i� o TREES(SI:E V I I. COLLEGE ST.) - n ( SEE COLLEGE ST, FOR HYDRANTS AND VALVES EX. R/W A w I 50+74 TO 51+90 SPRINKLER SYSTEMS EY' 1� os e.a co _-A:' �' s ,sea., -rases ea ce se IN PL. LT. & RT. (m • u STc11 ) - - - j I k S. 23RD AVE. I_ N 1• 43' 48" E -� IIlk 9�Qes�aeo sosa}3 sa sos o. cL+s - axas esC A 2Q 2�QS _ - - iST-12 EX. R/W N tic o. BEsmENDE --DO NOT DISTURB w E1' SHRU�&TREEI sourHBaooK N O O pl N 1 DO NOT DISTURB CONDO W O c s I r' a'a , - 52+36.4 I S. 23 % TREE DO NOT �+ l d TECHNOLOGY BLV Q = 0 0 (TT(REES ± 33+79.30 COLLEGE ST. 56+45. 00 O a o CT)LEGE a �i� I END S. 23RD AVE. _ to a 50+73. 90 °" � 3:� �' I� I � 33+79. 30, 408. 59 LT. NN BEG. TECHNOLOGY BLVD. S. a' :�I i. yl ON COLLEGE ST. 06 5 33+87. 75, 1 61 . 92 RT. I �� Q ON COLLEGE ST. r� Z ,, o PC 35+84.86 Lu I ;� I 111 I IL a W ' N iNOTES: I - - _ 53+67 j - 55 Z 1. SEE STORM DRAIN PLANS FOR ' 28 VPRIVIDEAPP. LT. - 24N5'T WI DEPB BT NEW STORM ORA/NI CALL OUT +7 .90 g 1 SEE DETAIL SHEET SEE DET IL SHEET - W a 2. SEE RIGHT OF WAY DETAILS fOR.,�_ MATCH +4 7 - - - - - - -_ m- EXIST. 63.25 + - _!-- - - - 4865 4865_ RIGHT of WAY CALL ours. I _ - O 9 - - - 'd.85OZ -� 62.Om � -- Z I w 61.04 - -- --. +45.00 { } - �--I---- , x- oi ri --�-•. t'I�TJ. -}I- - -- - 48604860 zw 140' VC 43. 6.65 5 .25 'I; MATCH� o � x15T4n W s4865 In au N + yPl 6557 48 1 85 % 2 000"- 000 10 - - - b - - - - - - �---- - -^{- - _ - -r 165 4860 - - r--rj- i- - -- Os0 • o/1tG. -� /40'I VCIn - - -- - - - -1 1 - -- - 4860 1AIL v -81 - SA B1FILL * - -_1. -I 1-•- �, CLAY f L CLAYIn 4865 - - H - - +65.9/ Q -- - - I.Soo.:., - - - - - - - - - - - 65 48 GRAVEL EL {1.04 oo In -- --- - - - - � �=- � � - 48 +9(� P 3S % 58 92 N - - - �- - - _- -r -I - - , �- -- - - - - - --� 41 GRAVIL> -- - - - - - �Fk RT, 140 W V C S6.44 56.05 a1 - - - - - - - - - - 1MATCH - - - - foo. VPI 'V.34 'I ST. - - - - - - - - - _ P�Av 1i E 5 . - ) I 4855 4855 1 57.V - - - - - +J - - - - - - - _ GRAVEL -- GAVE - rA-2 611 - 4 850 -i - - Ew CONC. ST-12 52iie -_ I 4 0 $,-EWURBSIDEWALKJLT. ��i 26, LT. NEW CONC. C R8 &our T 5 -- - -- --� - - 5YF i4 .97 EL.II 4.862.4 EL. 4.86p6.91 ! - '-'- - _ „ E CON wU TK� wAoSr NEW cQUON ER 8gr 4845 s/nEwALRr.I� . 4845RN DU i 50 2 55 P 4 3 c:Wgn174260(Xkdplpz02.dpn OF D BY MONTANA DEPARTMENT ROAD PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 1210131 2 5/12/2014 OF TRANSPORTATION CHECKED BY GALLATIN COUNTY CSF= 0.99943337T UPN 7426000 SHEET 51 1 9:5-33 AM CPS-U21 :it t �I MEW IF -s DIE . � wimp I i. t y • r �' AL ti- LANDSCAPING DETAIL MEDIAN ISLANDS PLANTING SCHEDULE - PROJECT TOTAL LANDSCAPING * SYMBOL COMMON NAME/NAME ABBREV SIZE QUANTITY" ITEM NAME DESCRIPTION QUANTITY UNIT ( ) Little Gem Cotoneaster/Cotoneaster adpressus'Little Gem' COT LIT #1 37 COBBLE DRY STREAMBED 11 cubic yards \-/ GRAVEL DRY STREAMBED BEDDING MATERIAL 6 cubic Yards GRAVEL MULCH MEDIAN ISLAND PLANTING AREAS 49 cubic yards O Siskiyou Blue Fescue/Fesluca idahoensis'Siskiyou Blue' FES SIB #1 185 GRAVEL MULCH BOULEVARD TREES 7 cubic yards - WEED BARRIER FABRjC BOULEVARD TREES #130 square yards } WEED BARRIER FABRIC SEE MEDIAN ISLAND DETAIL IN ROAD PLANS 02760 square yard 1 Jl�t Blue Chip Juniper/Juniperus horizontalis'Blue Chip' JUN BL3 #1 90 TOPSOIL SEE ROAD PLANS 1 Q Prairie Junegrass/Koeleria macrantha KOL MAC 4"POT 183 FOR INFORMATION ONLY-INCLUDE IN LANDSCAPING LUMP SUM BID ITEM. #QUANTITY BASED ON DOUBLE LAYER. /-� Dwarf Nlnebark I Physocarpus opulifolius'Little Devil'TM PHY LIT #5 23 r; ) Yellow Gem Potentilla/Potentilla fruticosa'Yellow Gem' POT YEL #5 290 Gro-Low Fragrant Sumac/Rhus aromatica'Gro-Low' RHU GRO #5 26 Lu W DRY STREAMBED COBBLE low H BOULEVARD TREE PLANTING SCHEDULE- PROJECT TOTAL Q = I I DRY STREAMBED GRAVEL SYMBOL COMMON NAME/BOTANICAL NAME ABBREV. SIZE QUANTITY' ttII NOTE:PLACE GRAVEL MULCH OVER ALL MEDIAN ISLAND PLANTING AREAS. O wa O 'FOR INFORMATION ONLY-INCLUDE IN LANDSCAPING LUMP SUM BID ITEM a Emerald Queen Maple/Acer platanoides'Emerald Queen' ACE EME 2"cal 7 Q o g O Schwedler Maple/Acerplalanoides'Schwedlerl ACESCH 2"cal 8 TREE PLANTING LOCATIONS TREE PLANTING LOCATIONS STATION OFFSET NORTHING EASTING DESCRIPTION STATION OFFSET NORTHING EASTING DESCRIPTION Q i ` o J Common Hackberry/Celtis occidentalis CEL OCC 2"cal 11 13+90.00 45.25 LT. 522,264.308 1,565,941.359 FRA PEN 29+12.00 33.25 LT_ 7. 30 1,567,463.615 ULM VAL t� 14+25.00 45.25 LT. 522 263.912 1,565,976.357 QUE MAC 3040.00 33.25 LT 522.224.9737 55 575 FRA J02 _ 74+60.00 45.25 LT_ 522 263.517 1,566.0111.355 FRA PEN 30+30.00 3-q LT. 2 2 1,567,581.561 FRA J02 LJ.1 N Autumn Purple Ash/Fraxinus americana'Autumn Purple' FRA ALIT 2"Cal 2 14+95.00 45.25 LT. 522 263.122 1 566046.352 QUE MAC 30+55.00 33.25 Lfi_ 522,223,312 .606.550 FRA J02 16+25.00 44.93 LT. 522 261.334 1 566176.341 FRA PEN 0+85.00 33,25 LT. 02222,407 1 567 fi OUE RUB a i �"'\ 16+58.00 43.61 LT. 522 259.643 1,566,209.324 FRA AUT 31+15.00 33.25 LT. 522,221.501 ULM VAL i a/� Patmore'Ash/Fraxinus pennsylvanica'Patmore' FRA PEN 2"cal 3 16+91.00 42-29 LT. 522 257.951 1 668 242,307 FRA ALIT 32+27.00 33-25 LT. 522.21&12D 1.567.778.471 ULM VAL 1 B+03.00 37.81 LT. 522 252+209 11.566.354249 CEL OCC 32+51.00 1 33.25 LT. 622,217, 4 CEL OCC /\ 18+38.00 36.41 LT. 522 250.414 1,566,389231 ACE EME 32+76.00 33.25 LT. 2 16 1 I. 7 CEL OCC W o o J Burr Oak/Quercus macrocarpa QUE MAC 2"cal 7 19+33.00 33.25 LT. 522 246.177 11,566,484189 ACE EME +01.00 33.25 LT. 522 15. 1 7 sa430 ACE EME m `„� 19+ 1. LT. 522 245.86 1 566 512.187 ACE SCH 35+13.00 43-50 LT. 2219.73 1 AGE SCH lO Z + - .2 LT. 522 245.545 1,566,540.186 QUE RUB 35+44.00 43.50 LT. 522,218,7951 8=0 ULM VAL a/ Y o Red Oak/Quercus rubra QUE RUB 2"cal 7 +17. 33.25 LT 5 245229 566 568.184 QUE RUB 36+32.00 43.50 LT. 522,216,1531 ACE SCH Z2 + , 33.25 LT 522,244.011 1 566 605:181 PYR US2 36+60.00 43.50 LT- 522 215.330 56B 211 1 CEL OCC 20+7 26 LT. .640 1 S66 629.180 PYR US2 36+88.00 43.50 LT, 522 214.519 1 56B 23 .51 CEL OCC wo American Elm/Ulmus americans'Valley Forge' ULM VAL 2"cal 5 21+02. 33.25_LT _ 244.269 1 566�53.178 CEL OCC 37+15.00 43.50 LT. 5 213 1,568,266.489 CEL OCC 21+26 00 33.25.LT. 522,243.LVO 1,658,677.177 ACE SCH 37+43.00 43.50 LT. 522 12.950 1 5 3 294.4 PYR US2 ?2+ 9. 0 33.25 LT. 522 242.496 1 5fifi 870.168 OUE RUB 37+70.00 43.50 LT. 22 12 19 1 568 321.437 MAL SPR tl \ + ) Leprechaun Ash/Fraxinus pennsylvanica'Johnson'TM FRA J02 1.5"cal 4 22+85.00 33.25 LT. 522 242.192 11,511W.83.6.111116 ACE EME 37+94.00 41.30 LT_ 2 209.332 1 68 345. YR US2 2 +11.OQ 33.25 LT 522 241. 62 1,506,862.226 MAA AMU 38+18.00 40.10 LT. 52Z207,476 L56&369.299 MAA AMU_ f 23+37.00 33.25 LT. W.241I.W8 1,566,888.258 MAA AMU 38+42.00 38.90 LT. 522,205-628 1,568,393.240 ACE SCH 4 J Amur Maackia/Maackia amurensis MAA AMU 1.5"cal 7 23+63.00 33.25 LT. 522 241.128 1.56%914,285 MAA AMU 39+08.00 37.50 LT. 522,202,402 568 459-153 MAA AMU 23+89.00 33.25 LT. 522 240.723 1 1 0. 14 ACE EME 39+43.00 37.50 LT. 522 201.579 1.568.494.125 PYR US2 24+14.00 33.25 LT. 522 240.310 1,566,965.341 CEL OCC 39+78.00 37.50 LT. 522 00. 91 1 5 B 529-097 MAL SPR + / Spring Snow Crab Apple/Malus x'Spring Snow' MAL SPR 1,5"cal 2 24+9524 98.63 LT. 522 304.176 1,607,047.971 UE MAC 40+15-00 37.50 LT. 522,199,770 1 568 566.0 MAA AMU •f 25+39.42 98.65 LT. 522 303.270 1,567,092.308 OUE MAC 41+29.00 37.50 LT. WZ197.032 1 568 6 99.99¢ FRA J02 26+12 0 33.25 LT. 522 .222 1 667163.64 CEL OCC 41+54.00 37.60 LT. 2 B 704.9 1 SYR RE2 + Ussurian Pear/Pyrus ussuriensis PYR US2 1.6"cal 10 26+34= 33.25 LT. 522 235.676 1,567,185,563 ACE SCH 41+79.00 37.50 LT. 5ZZ195,847 1 6 7 9.984 SYR RE2 26+56.00 33.25 LT. 622 236.11 1 667 207.683 PYR US2 42+04.00 37.50 LT- 92ZI95.255 1,560,754,977 MAA AMU 26+78.00 33.25 LT. 522 234.536 1,567,229.602 PYR US2 + Japanese Tree Lilac/Syringe reticulate SYR RE2 1.5"call 2 1 27+01.00 33.25 LT- 1 522 233.910 1 667 252.622 1 PYR US2 54,11.00 26.50 LT. 522 355.600 1.567.908.481 UE RUB 27+24.00 33.25 LT. 522 233.265 f 567 75.641 QUE RUB 26.50 LT. 52Z385.586 1 567 909. 13; QUERUB 27+47.00 3125 LT. I 522 2V 601 1 567 298.680 1 AGE EME 54,71.0026.50 LT_ 522 49 2 1,56 910.293 AGESC11 GRASS AREA,LAWN MIX 28+37. 0 3325 LT. 229 894 1 567 388.649 1 PYR US2 + 26.50 LT. 522 445.559 1 567 911II ___QUE MAC 28+62.00 33.25 LT- 1 522 229.139 567 413.638 1 PYR US2 +31.0 26.50 LT_ 522 47 .54 1,567,912.104 C + 3325 IT 1 522228324 1567440626 1 ULM VAL + 26.50 LT. 505.531 567 913. 10 MAC GRASS AREA,SEED MIX NO.1 26.50 LT- 522 35.518 1 567 . 1 E EMF 56+10.00 26.50 LT. 522 562.505 1 567,914.730 CE SCH 56+45.00 26.50 LT. 522 589.493 1 567 915.546 OCC SODDING 56+13.00 22.00 RT. 1 522 556.044 1 1 567 96 . C FOR INFORMATION ONLY-INCLUDE IN LANDSCAPING LUMP SUM BID ITEM LANDSCAPE DETAILS NOT TO SCALE C:4f9n17426000rdhpz0 l d9n DESIGNED BY MONTANA DEPARTMENT REVIEWED BY ROAD PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 1210131 2 OF TRANSPORTATION 5I12I2014 CHECKED BY d 1GALLATIN COUNTY CSF= 0.999433377 UPN 7426000 SHEET LI 1 9.59:03 AM CPS-UY LANDSCAPING DETAIL PLANTING NOTES: 1. PROVIDE A T DIA.BED AROUND ALL TREES LOCATED IN BOULEVARDS.MULCH WITH CLEAN GRAVEL MULCH. MIN.3"X 3"X T WOOD STAKE 2. VERIFY WITH MDT AND ALL PRIVATE/PUBLIC UTILITY COMPANIES THE LOCATIONS OF ALL EXISTING -3'DIA TREE UTILITIES PRIOR TO COMMENCING WORK.REPAIR ALL DAMAGES TO EXISTING UTILITIES,CURBS, ALUMINUM EDGING, GRAVEL MULCH LIMIT PAVEMENTS AND STRUCTURES WHICH OCCUR AS A RESULT OF CONSTRUCTION ACTIVITIES, SEE DETAIL THIS SHEET 3. MARK PLANT LOCATIONS FOR APPROVAL BY THE MDT OR CITY OF BOZEMAN PRIOR TO PLANT INSTALLATION. 4. PLACE ALL PLANTS AT A MINIMUM OF 2'FROM PAVEMENT EDGE. TREE GUY.2 PER TREE 5. FURNISH PLANT MATERIALS IN THE QUANTITIES AND/OR SPACING AS SHOWN. 6. NO SUBSTITUTIONS ARE ALLOWED WITHOUT WRITTEN CONSENT FROM THE PROJECT MANAGER. 7. ANY PLANT NOT MEETING THE REQUIREMENTS IS CAUSE FOR REJECTION.IMMEDIATELY TREE TRUNK REMOVE AND REPLACE ALL REJECTED PLANTS. NYLON TREE SLING 8. MATURE PLANT HEIGHT NOT TO EXCEED 2'-0"IN MEDIAN PLANTINGS,WITH A MAXIMUM HEIGHT OF T-0"FROM TOP OF ASPHALT TO TOP OF MATURE PLANT _ FOR SIGHT DISTANCE REQUIREMENTS. NOTES: 1 w 1.PLACE STAKES WITHIN AND AGAINST EDGING. c1 Q = 2.ENSURE STAKES EXTEND A MINIMUM OF 18" BELOW GRADE. V O 3.DO NOT PLACE ANY WIRE DIRECTLY ON TREE TRUNK. w N a Q o ojS TREE STAKING DETAIL Qz z V 5 V I W ' Z � gz W o. NOTES: O� 1.PLANT ALL TREES TO MATCH THE SEEDED GROUND OR SOD z FINISH GRADE AS ORIGINALLY R NOTE GROWN IN THE NURSERY. 3/16"X 5 1/2"ALUMINUM LANDSCAPE EDGING : w 1.PROVIDE 2 FERTILIZER q 2.STAKING IS MANDATORY, z TABLETS PER SHRUB. SEE TREE STAKING DETAIL,THIS SHEET i J / PRUNE ONLY TO RETAIN GRAVEL MULCH w NATURAL PLANT FORM. TOPSOIL J 1 qe CZ1 n U� 4"DEPTH GRAVEL MULCH, //^T PULL MULCH 2"AWAY FROM TRUNK PRUNE ONLY TO RETAIN NATURAL GROWTH FORM YYy /nA WEED BARRIER FABRIC, PAPER TREE WRAP, DOUBLE LAYER A WRAP THROUGH EVALUATION PERIOD — FINISH GRADE NO 4"DEPTH GRAVEL MULCH }�(� T S: PLANTING SOIL MIX,AS SPECIFIED PULL MULCH 2"AWAY FRdM TRUNK I 1.INSTALL TOP OF EDGING 1/4"TO 1/2" ABOVE FINISH GROUND SURFACE. —I FINISH GRADE WEED BARRIER FABRIC,DOUBLE LAYER REMOVE POT BEFORE PLANTING. 12"ALUMINUM STAKE 2.EACH TREE EDGING WILL BE ONE CONTINUOUS DO NOT DISTURB ROOT BALL. —CONSTRUCT PIT WALLS FRACTURED AND UNGLAZED SECTION WITH ONLY ONE JOINT.OVERLAP —I I CONSTRUCT BOTTOM AND SIDES JOINT PER MANUFACTURER'S RECOMENDATIONS. OF PIT WALL FRACTURED AND UNGLAZED ��� gyp^ REMOVE BURLAP FROM TOP THIRD OF 3.STAKE EDGING EVERY 36"WITH A 12"LONG — I I-III—III—III- I I — AND FOLD CUT WIRE BASKET IN FOUR PLACES ALUMINUM STAKE WITH SUB-SURFACE —TI I I AND FOLD DOWN 8",OR REMOVE CONTAINER RETAINING LIP. 2X DIAMETER OF —11 PLANTING SOIL MIX AS SPECIFIED 4.COMPACT FINISHED GRADE ON EITHER SIDE ROOT BALL OF EDGING TO MAINTAIN STABILITY. 2X DIAMETER OF ROOT BALL SHRUB PLANTING DECIDUOUS TREE PLANTING ALUMINUM EDGING LANDSCAPING DETAILS NOT TO SCALE 3 JIM MONTANA DEPARTMENT c:ldgn\7428000rddelz0s.dgn DE )GN-DBY ROAD PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 1210(3) RfV)EWEU 8Y 1 OF TRANSPORTATION 5I12I2014 CHEGKE08Y 1 9:59:11AM CPS-U21s GALLATIN COUNTY CSF- 0.999433377 UPN 7426000 SHEET L2 DO NOT DIS 54. LANDSCAPING PLAN 1i • BOU00 LDERS T 121+75 RRT. TREE 8+33, 54 RT. TREE 8+37, 59 RT. TREES AROUND EXIST. RETENTION BASIN, 13+45 TO 15+10 RT. TREE 16+OB, TT' LT. TREE 17+2T, 85' LT. 10 T2SNRSE }r 1 10+22. 85 (ENGL ISLI ) 4o w' M ..' ♦'r'' �� .✓ :n EEG. STPU 12110(3 ) = _ PI=12-i-02. 6 - 1 326+ 1 3. 1 3 (E NGL ISM ) - �.`'i A r66' 25' ?A 1L T 1 r ` ON S I'('P 50-2 (25 )82 �� , •�pi ✓ 1 R -1 1 t 1.1 1.3�}. F = sr DO OWTURS - d� -- ' y` III C] { t 1• P .i _197. wrncrrtr. TIRE • E 33. 19'- FRA AUT ! :y d 5 N.C. :° W \ DO NOT DISTURB -• I- J _ �„t„� a a; St. / 1 • 7 `.. �y� ` ,t ��,' ry. DRAIN4Wt SWALE TREE ' 'te ,! :�� fILVV EDGE GRAIN L r - Yt 1 I F,RA PEN -CEL OCC ACE EME IL lWN `gl r _ e 3t• �� FRA PEN 1 ACE SCH vo \\,' `✓Jr4")-c -fit \ �, - - I all I `. :ar •� 7G/l1LATN1 Y LEY +..- C.'`'� _ I _ 7.2 '^s5' a —f- QUE MAC - -� — -. - z - — QUE RUB i / I - , _ 1.::1► - . < w. COLLEGE 0 - -i^,'�•� ••�� -- I -I•- Sn9. 21• II- k .�_ ^I- - - -- I >\ --- _ .il t_:q:: UJ Poo QLu H r+7 O. 00 - -—/ DO NOT DISTURB , -' - 2 Ni *f u13EG. CONNECTIONTREESp TO 1"-TW L'l co) W - ( I-J _ t _ I ,� I DO NOT DISTURB TREES 1 I -- •.1 I - AROUND EX.RETENTION BASIN Q " w m DO NOT DISTURB TREES N AROUND EX.RETENTION BASINLu - � u a.0 Z + DO NOT DISTURB TREE j 30+50, TO: LT, r� TREE 30+70, 70' LT. OW TREES 34+20, 75' TO 165' RT. a I� W T 2 S N R 5 E o TREES 34+35 TO 35+50. TO' LT. _ ' 1 ; •�� Z � w N ` o o z v A =1• 04' i w R =2T,000 w waar�,p�� ULM VAL I o 'T =25S.20 IK,idc%") J - QUE MAC a; L :1j 10.38' DO NOT ACE EME A 1 ECHNOIOCY t .,1. DISTURB U ACE SCH ACE EME S F(� r ,ACE EME ! TREES CEL OCC I_11,.cum DO'NOT CEL OCC QUE RUB - CEL OCC t ULM VAL FRA J02 ULM VAL _ DISTURB PYR US2 MAA AMU PYR US2UE RUB- +! TREES ACE SCH PYR US2 1. ..... tEL OCC- I. .- UE R 13- 1 _ I, - -�,4 ACE EME _.1. -�:Ir I -av�� Q U 1t}7!. ' , ,I _-• 7 I M �. -,i-rr. 'ctio.LECE sT. 11 -Si lb 12 k O E RUB ` // _ - �. - 'fl -I _ I - - - ar. s,r __^ _=isip.--Se3ir1 '?3��� r Z*I{- - - V',- •• I - L N_-N F0GE DRAIN .f DO NOT DISTURB . TREES U 1 SEED/SOD LEGEND: ® GRASS AREA,LAWN MIX LANDSCAPING PLAN ® GRASS AREA,SEED MIX NO.1 SODDING SCALE:1-=100' 3 MONTANA DEPARTMENT cAdgnW426000rdlspz0ldgn IMSIGNED BY ROAD PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 1210(3) 2 OF TRANSPORTATION 5/12/2014 CHECKED 6Y t 9:59:43 AM CPS-U216 GALLATIN COUNTY CSF= 0.999433377 UPN 7426000 SHEET L3 DO NOT DISTURB TREES 35+00 TO 35+50, TO' LT. LANDSCAPING PLAN Ln T 2 5NR S E Lf) PI-3v 0"2 P A =O' 22' AMU R :78.000 PYR US2 Ma APAR WE N T'll PYR US2 0 ULM L W.-- 1 aPYRMU PYR N. ACES CH MAA AyLk,,,, DO NOT f DISTURB SYR RE2 MA,t02 F2, F D ACE SCH MAL SPR TREES MAA AMU 7 FRAJ02 MAA AMU [//Z/ 111AV1111yZl111 IN ACE SCH J MALSPR _E - - ..... . ------ W. COLLEGE ST. A---------- - S a 1 38 3 E 1-- 6 n- 7 71 V-- to to---- to--- NF-"W DRAIN U) 'Llu ui 1 e 00 i E-NGL 6H 42+40� 77 END S7PU 1210(3 ) = END "ONNE CT100 5 1 +9 1 , 30 (METR IC TO P:,rw A ON '—'M—S TPU 1201 (9 Coll 0a az z ul I I In— N PI=50+81 S. 23RD AVE 00 A =22- 1�9010" (RT) R =3135 SHRUBS 53+TO TO 54+30 RT, TREE 5411T: 31: RT 00 NOT DISTURB T =T5.60' tmul . 3 2 IM L =149.30' TREE 5 + 9 1 RT. z E =7.35' z _j TECHNOLOGY BLVD, Ln 00 NOT DISTURB chi SEE W. COLLEGE STREET 1"O'll PAR',fAi IX0, 14 I It,I DO NOT DISTURB w?i, I � -I OUE RUB ACE SCH QUE MAC ACE EME ACEC H TREESSIE COLLEGE STREET) CEL OCC XY I 1 rl S 23RD PvE. A All F IV T DISTURB a1,10 SHRUBS&TREE 1-, 5 2 13 6.4 1 S, 2 Fq D AV E,f CELOCC DO NOT - KCHNOLnGY BLVD. S. DISTURB 6 TREES rFr 00 NOT DISTUR 4 (SEE TREE 6 00 STREET) DO NOT DISTURB TREES END S. 2_3R!�, + SEED/SOD LEGEND: 5073� 90 (SEE COLLEGE STREET) 33+-M 30, GRASS AREA,LAWN MIX BEG. TECHNOLOGY BLVD. S. ;J ON CqLLEGE 33+87" 7 5, 161 � 92' RT. LANDSCAPING PLAN GRASS AREA,SEED MIX NO.1 0 N COLLEGE ST, mmSODDING SCALE:1"=100' 3 Ic:Wq.V426000rdlspZ0l.aV 5 E y STPU 121001 AMA* MONTANA DEPARTMENT ROAD PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN OF TRANSPORTATION 15/1212014 — CHECKED GALLATIN COUNTY CSF- 0.999433377 UPN 7426000 SHEET L4 ,_._A I 9MM AM CPS-W­1 1 1 LANDSCAPING PLAN L 2 5 N R 5 E C3 O t t PHY LIT JUN BL3 1345 1341 KOL MAC 70-4"POT —18"TALL WALL 8 SLOPED SECTION PR1 PR611 PR4 SEE ROAD DETAIL SHEETS ------ MEDIAN MEDIAN PLANTING REFERENCE POINTS - _ POINT STATION OFFSET NORTHING EASTING DESCRIPTION PR1 18+07.38 4.13 LT. 522 218.479 1,566,358.246 JUN BL3 p _ Ij W.COLLEGE ST. PR2 18+24.84 2.39 RT. 522 211.760 1,566,375.633 KOL MAC PR3 18+39.27 4.42 RT. 522 00.565 1 566 390.042 PHY LT r 4 57 T 522,218.483 1 566 396 475 OL MAC 18+45.60 LK ---- -- - \ PR5 18+89.64 4.99 T. 522 208.652 1 588 420.402 FES SIS MEDIAN ISLAND ---- -------------- -- - --- -- ---- ----------------------- PR6 18+79.77 3.29 LT. 522216.825 1566430.625 POT YEL PLANTING DRAINS,SEE ROAD PLANS PR2 PR7 18+86. 4.91 RT. 522 08.547 1 566 436-815 FES SIS PR3 POT YEL 2945 — FES SIS PR? PR5 51-#1 MEDIAN ISLAND PLANTING SCHEDULE SYMBOL COMMON NAME/BOTANICAL NAME ABBREV. SIZE QUANTITY uxl 0 Siskiyou Blue Fescue/Festuca idahoensis'Siskiyou Blue' FES SIS #1 51 W Qw Blue Chip Juniper/Juniperus honzontalis'Blue Chip' JUN BL3 #1 13 x V 0 Prairie Junegrass/Koeleria macrantha KOL MAC 4"POT 70 w (n < Dwarf Nineberk/Physocarpus opulifolius'UUIe Devil'TM PHY LIT #5 13 V a o NOTE: Q Yellow Gem Potentilla/Potentilla Moose'Yellow Gem' POT YEL #5 29 Z DO NOT EXCEED S-0"HEIGHT FROM FINISHED GRADE OF ASPHALT SURFACING 0 g TO MATURE HEIGHT OF MEDIAN PLANTINGS TO PROVIDE SIGHT DISTANCE REQUIREMENTS az Z W ' 2 N Cl) T 2 5 N R 5 E W 18"TALL WALL$SLOPED SECTION POT YEL m - SEE ROAD DETAIL SHEETS 945 0 = JUN BL3 Z1041 0 PR12 PR13 PR75 Z PR8 _ L------------ -------------------------------- - -- -----� =--------------- ------- --!P:R:l -------- - -- - ------ -- W.dOLLEGE ST. .-____- ---- JUN BL3 MEDIAN ISLAND ------ 31 PLANTING DRAINS, SEE ROAD PLANS PR14 PR8 PR11 KOL MAC POT YEL FES SIS 24-4"POT 49-#5 24ak1 MEDIAN ISLAND PLANTING SCHEDULE SYMBOL COMMON NAME/BOTANICAL NAME ABBREV. SIZE QUANTITY 0 Siskiyou Blue Fescue/Festuca idahoensis'Siskiyou Blue' FES SIS #1 24 MEDIAN PLANTING REFERENCE POINTS POINT STATION OFFSET NORTHING EASTING DESCRIPTION Blue Chip Juniper/Juniperus horizontalis'Blue Chip' JUN BL3 #1 13 PR8 22+35.17 1.47 LT. 522 210.989 1,586,785.985 JUN BL3 PR9 22+3&10 3.79 RT. 522 205.696 1,566,788.847 POT YEL 22+56.95 3.41T. 212.884 1668 10 o Prairie Junegrass/Koeleria macrantha KOL MAC 4"POT 24 807,779 JUN BL3 LEGEND: MEDIAN ISLAND PR11 22+73.10 2.55 RT, 522 206.535 1,566,823.862 FES SIS PR12 22+84.82 4.79 LT _ 522.213.733 1568835.668 POT YEL DRY STREAMBED LANDSCAPING PLAN O L .� COBBLE Yellow Gem Potentilla/Potentilla fruticosa'Yellow Gem' POT YEL #5 58 PR73 22+9218 4.52 LT. 522 213.372 1 566 843.025 KOL MAC 10+02 TO 18+97 PR74 22+83 55 0. RT. 522 208.593 1 586 844.341 IN YEL DRY STREAMBED 22+30 TO 23+20 + 7 [.58 L 210. 1 566 857. 1 J N BL GRAVEL NOTE: NOTE:PLACE GRAVEL MULCH DO NOT EXCEED HT .HEIGHT FROM FINISHED GRADE OF ASPHALT SURFACING OVER ALL MEDIAN PLANTING AREAS TO MATURE HEIGHT OF MEDIAN PLANTINGS TO PROVIDE SIGHT DISTANCE REQUIREMENTS. SCALE:1"=20' cAdgnW426000rdlspz02 dgn nESIG Fq YONTANA DEPARTMENT Y? BY 1 ROAD PLANS COLLEGE-MAIN TO S 19TH-BOZENIAN STPU 1210f31 15/1212014 WEDOF TRANSPORTATION 10:0:17 00:17AM C^5-U218 -- (EDBY GALLATIN COUNTY CSF= 0.999433377 UPN 7426000 SHEET L5 LANDSCAPING PLAN CD CD T 2 S N R 5 E N N N -1 B"TALL WALL&SLOPED SECTION SEE ROAD DETAIL SHEETS JUN BL3- 1341 JUN BL3 JUN BL3 PR24 PR27 PR28 6-0F1 PR17 PR19 PR22 11441 MEDIAN ISLAND PR31 PR32 PR33 PLANTING DRAINS, PR16 SEE ROAD PLANS i� - '-'------------ -- ---- -- ------------ --------------------- - - ---- ---' ---- -- -- ------- ---- --- -- -------------- - - - ---- - _�--- ---- �. - - --- - - - -- - - - - -- 0p0. __------ __ O O -------- -----� -'--'------- - _ -----(�W.COLLEGEST. JUN BL3 POT YEL---- 1441 PR18 PR20 PR25 pig p�9 PR30 2345 YEL SEE ROAD PLANS FOR POT 4145 POT FES SIS PR21 PR23 MODIFY MANHOLE 3341 POT YEL COT LIT- POT YEL 3545 3741 35 FES SIS 52-#1 C Uj F W MEDIAN PLANTING REFERENCE POINTS Q V POINT STATION OFFSET NORTHING FASTING DESCRIPTION V R18 25+99.43 1.22 LT. 522 204.501 1 687 150.202 JUN BL3 O w MEDIAN ISLAND PLANTING SCHEDULE PR17 26+12.34 0.87 LT. 522203.845 1567163.100 JUN BL3 U) a PR18 26+15.65 3.24 RT. 522199.656 1 56 168 302 POT_YEL (n h SYMBOL COMMON NAME/BOTANICAL NAME ABBREV. SIZE QUANTITY PR19 26+29.85 4.01 LT. M206,50 1,567,180.679 JUN B1_3 Q o PR20 26+45.01 3.80 RT. 522198.380 1 567195.634 _FES SIS z PR21 26+56.59 3,67 RT. 522198.189 11,567,207.21111 JUN BL3 06 g Little Gem Cotoneaster/Cotoneaster adpressus'Little Gem' COT LIT #1 37 PR22 28+57.59 4.96 LT. 522 06,793 1507 208.440 POT YEL Q z O Siskiyou Blue Fescue/Festuca idahoensis'Siskiyou Blue' FES SIS #1 85 221.949 POT YEL 4 26+71.35 4.31 RT. 622 197.171 158728+81.33 3.80 LT. 522 206.004 1 587 232.147 JUN BL3 V RIM 26+86.04 4.63 RT. 522196.454 1,567,236.M COT LIT Blue Chip Juniper/Juniperus horizontalis'Blue Chip' JUN BL3 #1 47 PR26 27+04.70 4A6 RT. 522 196.114 1,587,255.276 T YEL V PR27 27+20.29 4.44 LT. 522 04.565 1,667,271.117 COT LIT LLI rn PR26 27+36.06 4.30 LT. 522 203.978 1,587,288.874 POT YEL (L Q Yellow Gem Potentilla/Potentilla frulicosa'Yellow Gem' POT YEL #5 134 PR29 27+39.12 3,95 RT. 522 195.648 1 567 289.O5 JUN BL3 Z PR30 27+5&71 2.13 RT. 522 196.891 1.567.309.32S JUN BL3 PR31 27+5974 5.00 LT. 522203.982 1567310.885 FES SIS Z NOTE: PR32 27+69.00 4.75 LT, 522 203.4b5 1 567 3/9A75 POT YEL g DO NOT EXCEED 3'-0"HEIGHT FROM FINISHED GRADE OF ASPHALT SURFACING PR33 1M2.37 4.63 Li. 522 202.934 1,567.333.179 POT YEL TO MATURE HEIGHT OF MEDIAN PLANTINGS TO PROVIDE SIGHT DISTANCE REQUIREMENTS. O9 a LL W Z L7 18"TALL WALL&SLOPED SECTION- MEDIAN ISLAND SEE ROAD DETAIL SHEETS PLANTING DRAINS. PHY LIT U1 SEE ROAD PLANS 1045 PR34 PR36 PR3B PR39 �:------------- - ----- -------- - - --------------------- - --- - ---- ----- --------- --------------------- '�+ T 2 S N R 5 E �`- ---_----__''-- _ O O --.---- (j W.COLLEGE ST. JUN BL3 ------ ---- - - 841 PR40 MEDIAN ISLAND PLANTING SCHEDULE KOL MAC PR37 POT YEL RHU GRO - 1845 SEE ROAD PLANS FOR SYMBOL COMMON NAME/BOTANICAL NAME ABBREV SIZE QUANTITY 61-4"POT PR35 2645 MODIFY MANHOLE Blue Chip Juniper/Juniperus horizontalis'Blue Chip' JUN BL3 #1 8 T Dwarf Ninebark/Physocarpusopulifolius'Little Devil'TM PHY LIT #5 10 MEDIAN PLANTING REFERENCE POINTS POINT STATION OFFSET NORTHING EASTING DESCRIPTION Yellow Gem Potentilla/Potentilla fruticosa'Yellow Gem' POT YEL #5 18 PR34 28*92.50 367 LT 522 195.637 1,567,543.183 JUN BL3 PR35 30+09.90 4.25 RT 522187.168 1,567,660.334 RHU GRO PR36 30+15.85 4.93 LT. M 196.185 1,567.566.559 KOL MAC LEGEND: MEDIAN ISLAND Gra-Low Fragrant Sumac/Rhus aromatica'Gro-Low' RHU GRO #5 26 PR37 30+41.60 2.43 RT. WiS&054 11,567,592.0113 PHY LIT LANDSCAPING PLAN PM 30+46AD 4.20 LT. 522 194557 1,567 596.472 RHU GRO DRY STREAMBED 0 Prairie Junegrass/Koeleria macrantha KOL MAC 4"POT 61 PR39 30+69.25 4,14 LT. 522 193.785 1,667,619.917 POT YEL s COBBLE 25+90 TO 27+90 PR40 30+79.57 0.40 LT. 522,189.731 1,567,630.11.9 POT YFIL DRY STREAMBED 29+83 TO 30+93 NOTE: �-Y�- GRAVEL DO NOT EXCEED T-0"HEIGHT FROM FINISHED GRADE OF ASPHALT SURFACING NOTE:PLACE GRAVEL MULCH TO MATURE HEIGHT OF MEDIAN PLANTINGS TO PROVIDE SIGHT DISTANCE REQUIREMENTS. OVER ALL MEDIAN PLANTING AREAS. SCALE:1"=20' MONTANA DEPARTMENT c'WgnV426000rdlspc02.A9n IONE a ROAD PLANS COLLEGE-MAIN TO S 19TH-B02EMAN STPU 1210131 REVI EU BV OF TRANSPORTATION 5/1212014 CHECKED BY 1 10:00:26AM CP3-U2tg GALLATIN COUNTY CSF= 0.99943377T UPN 7426000 SHEET L6 LANDSCAPING PLAN T 2 SNR E C3 O 0 0 00 M CAM V� LuKOL MAC W F 28-4"POT w JUN BL3 F.Q = 18"TALL WALL&SLOPED SECTION PR46 PR47 4-#1 MEDIAN ISLAND x SEE ROAD DETAIL SHEETS PR49 PLANTING DRAINS, O a PR44 SEE ROAD PLANS W PRa1 _ 1------- MEDIAN PLANTING REFERENCE POINTS N -- -------- - -- ------------ - Qy I -- _---_ - -- _ _____--- - -- ----------- tr POINT STATION OFFSET NORTHING EASTING DESCRIPTION Z �I PFi41 38+30.05 1.83 RT. 522 165.238 1 568 390.207 JUN BL3 PR42 38+4279 4.43 FIT. 1U-295 156 392:872- POTYEL g ---------- --- - -"-- ------------ ----- ---- CL W.COLLEGEST, PR43 38+71.52 2.79 RT. 522,163,164 15884 1_ti38 FESSIS QCI ----------�1____------- -- - '----- PR44 38+8227 4.22 LT. 522169.889 15 88432.562_, POT YEL z --�1=- --- I I PR45 38+85.43 0.14 LT. 522185.730 1 435.821 !KOL MAC ai �I--_------- --------------- ------ m ------ -- ------------------------ - "-- ---_-- PR48 P11R 38+90,36 4.95 LT. 522170.405 1568440.671 KOL MAC PR47 38+95.47 4.77 LT_ 522 170.082 568 445.779_ POT YEL- W y PR45 PRaB 39+00.81 127 LT. 522,166.455 1,5 88,451.023_ UN 8L3 PR49 39+09.04 3.72 LT 522 168.686 1 588 A59.312 JUN BL3 a JUN BL3 POT YEL PR43 POT YEL z 5#1 PR42 40-t/5 11�/5 W g 25411 MEDIAN ISLAND PLANTING SCHEDULE OZ SYMBOL COMMON NAME/BOTANICAL NAME ABBREV. SIZE QUANTITY W0 Siskiyou Blue Fescue/Fesluca idahoensis'Siskiyou Blue' FES SIS #1 25 z wBlue Chip Juniper/Juniperus horizontalis'Blue Chip' JUN BL3 #1 9 >_ o Prairie Junegrass/Koeleria macranlha KOL MAC 4"POT 28 u NOTE: Yellow Gem Potentilla/PolenBlla frulicosa'Yellow Gem' POT YEL #5 51 DO NOT EXCEED 3'-0"HEIGHT FROM FINISHED GRADE OF ASPHALT SURFACING TO MATURE HEIGHT OF MEDIAN PLANTINGS TO PROVIDE SIGHT DISTANCE REQUIREMENTS. LEGEND: MEDIAN ISLAND LMMDRY STREAMBED LANDSCAPE PLAN C013BLE 38+20 TO 39,20 L� DRY STREAMBED GRAVEL NOTE:PUKE GRAVEL MULCH OVER ALL MEDIAN PLANTING AREAS. SCALE 1'=20' MONTANA DEPARTMENT c:NgnVt28000rd1apz02.Apn ESO En BY ROAD PLANS COLLEGE-MAIN TO 5 19TH-BOZEMAN STPU 1210(3) REVIEWED BY 2 OF TRANSPORTATION 5/12/2014 CHECKED BY 1 10.00:J5AA1 CPS-U21 GALLATIN COUNTY CSF= 0.9994333TT UPN T426000 SHEET LT _1 N • Mk WE r� 46& �► "%waft , pp, 0 044 v L P, IV M� ♦ • ' Now • 1 loo 'lamb- IP -ANEW ids 1 J� IRRIGATION NOTES & SCHEDULES EQUIPMENT SCHEDULE IRRIGATION SYSTEM GENERAL DESCRIPTION SYMBOL DESCRIPTION THE IRRIGATION SYSTEM IS AN AUTOMATIC SYSTEM USING BUBBLERS FOR STREET TREES AND LINE SOURCE EMITTERS FOR SHRUBS AND GROUNDCOVER IN THE MEDIANS.THE WATER SOURCE IS A SUBSURFACE WELL AT THE LOCATION SHOWN ON THE DRAWINGS.IRRIGATION MAINLINE,LATERALS,AND WIRING WILL BE CONTAINED IN SLEEVES UNDER ALL HARD SURFACES,SUCH AS ROADWAYS, 0 WELL LOCATION,REFER TO ROAD PLANS FOR WATER SUPPLY SPECIFICATIONS DRIVEWAYS,AND SIDEWALKS.THE IRRIGATION SYSTEM IS CONTROLLED BY A DIGITAL CONTROLLER EQUIPPED WITH A RAIN SHUTOFF.ALL REMOTE CONTROL VALVES WILL BE INSTALLED ON THE MAINLINE PIPE ALONG THE SIDE OF THE ROADWAY,WITH LATERAL PIPE INSTALLED IN SLEEVES TO THE MEDIANS. POINT OF CONNECTION:CONNECT TO EXISTING IRRIGATION MAINLINE&EXTEND NEW MAINLINE AS SHOWN.REQUIRED PEAK FLOW:35 GPM MINIMUM REQUIRED PRESSURE:60 PSI LINE SOURCE IRRIGATION IN THE MEDIANS WILL BE INSTALLED IN PARALLEL ROWS.EMITTERS IN THE DRIP PIPE ARE SPECIFIED TO BE EVERY 12-INCHES AND THE ROWS OF DRIP TUBING SHOULD ALSO BE INSTALLED AT 12-INCH SPACING.DRIP TUBING WILL BE INSTALLED OVER THE SURFACE OF THE MEDIAN TO PROVIDE UNIFORM WATER DISTRIBUTION,INCLUDING SOME UNDER ROCK AND COBBLE AREAS,AND SLEEVING:SEE ROAD PLANS FOR 6-INCH SCHEDULE 40 PVC PIPE TO PROVIDE EASE IN FINDING AND MAINTAINING THE DRIP PIPE.CARE MUST BE TAKEN TO PROTECT THE DRIP TUBING UNDER THE ROCK AREAS TO INSURE THE INTEGRITY AND PROPER OPERATION OF THE SYSTEM. MAINLINE PIPE:1%-INCH UNLESS SHOWN OTHERWISE ON PLANS NIA CONTROL WIRE:RUN CONTROL WIRING ALONG WITH MAINLINE USING SAME SLEEVES LATERAL PIPE:1-INCH UNLESS SHOWN OTHERWISE ON PLANS GENERAL IRRIGATION NOTES IRRIGATION SUMMARY- LUMP SUM MANIFOLD PIPE:1-INCH UNLESS SHOWN OTHERWISE ON PLANS 1_ THE IRRIGATION CONTRACTOR SHALL BECOME THOROUGHLY FAMILIAR WITH THE ITEM SIZE QUANTITY UNIT NETAFIM DRIP PIPE: NETAFIM-TECHLINE EZ,12mm-0 9gpm AT 12-INCH EMITTER SPACING SPECIFICATIONS FOR THIS AND RELATED WORK PRIOR TO CONSTRUCTION PLACED AT 12-INCH SPACING BETWEEN LATERALS MAINLINE PIPE 1Y" 1,160 lin.feet 2 BUBBLER/DRIP SYSTEM DESIGN IS BASED ON MINIMUM OPERATING PRESSURE AND MAXIMUM MAINLINE PIPE 1 1,750 lin.feet N SINGLE CHECK VALVE:1 Y2-INCH ZURN-WILKENS MODEL 40XL,OR APPROVED EQUAL FLOW DEMAND SHOWN ON IRRIGATION DRAWINGS AT THE POINT-OF-CONNECTION.VERIFY CONTROL WIRE 3,000 lin.feet N UJI WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT DIFFERENCES BETWEEN WATER LATERAL PIPE 750 lin.feet W O COMPRESSED AIR BLOWOUT ASSEMBLY: INSTALL 1-INCH COPPER PIPE CAPPED RISER FROM PRESSURE INDICATED ON DRAWINGS AND ACTUAL PRESSURE READING AT IRRIGATION LAT FiAL PIPE T"" 100 lin feet MAINLINE TO 6-INCH ROUND VALVE BOX.INSTALL VALVE POINT-OF-CONNECTION TO OWNER'S REPRESENTATIVE.IN THE EVENT PRESSURE LATERAL PIPE 1 50 W feet W MANIFOLD PIPE 350 lin.feet BOX FLUSH WITH GROUND SURFACE. DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION,CONTRACTOR Q d 400= WV ASSUMES RESPONSIBILITY FOR REVISIONS. NETAFIM DRIP PIPE Un.feet OV ISOLATION GATE VALVE ASSEMBLY:PER LINE SIZE Q 3. 120 VOLT ELECTRICAL POWER OUTLET AT THE CONTROLLER WILL BE PROVIDED BY GENERAL POINT OF CONNECTION 1 each m REMOTE CONTROL VALVE ASSEMBLY:HUNTER ICV SERIES,SIZE AS INDICATED CONTRACTOR MAKE FINAL HOOK-UP FROM ELECTRICAL OUTLET TO AUTOMATIC SINGLE CHECK VALVE I each U Q CONTROLLER.ALL WORK TO BE COMPLETED IN ACCORDANCE WITH CURRENT N E C. COMPRESSED AIR BLOWOUT ASSEMBLY I each y y ISOLATION GATE VALVE ASSEMBLY _OO IRRIGATION CONTROLLER:RAINBIRD 1xM102 CONTROLLER METAL PEDESTAL MOUNTED 4 each Q o REMOTE CONTROL VALVE ASSEMBLY 1 each Z 4. THIS DESIGN IS DIAGRAMMATIC.PIPING,VALVES,ETC.MAY BE SHOWN WITHIN PAVED AREAS REMOTE CONTROL VALVE ASSEMBLY 1"" 4 each FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE REMOTE CONTROL VALVE ASSEMBLY 1 each _ A7_ INDICATES CONTROLLER AND CONTROLLER STATION NUMBER POSSIBLE.AVOID CONFLICTS BETWEEN BUBBLER/DRIP SYSTEM,PLANTING AND f9 INDICATES LATERAL DISCHARGE IN GPM ARCHITECTURAL FEATURES. Q z f D i INDICATES REMOTE CONTROL VALVE SIZE IN INCHES IRRIGATION CONTROLLER _ 1 eaO IU W 5. DO NOT WILLFULLY INSTALL BUBBLER/DRIP SYSTEM AS INDICATED ON DRAWINGS WHEN IT IS BUBBLER POP-UP 225 each.FLUSH VALVE ASSEMBLY 9 each V �K OBVIOUS IN FIELD THAT OBSTRUCTIONS,GRADE DIFFERENCES IN AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED DURING DESIGN. BRING SUCH OBSTRUCTIONS OR W rn SLEEVES-PAID SEPARATELY,SEE ROAD PLANS FOR QUANTITIES DIFFERENCES TO THE ATTENTION OF OWNER'S AUTHORIZED REPRESENTATIVE. IN EVENT WELL,PAID SEPARATELY,SEE ROAD PLANS FOR QUANTITIES i THIS NOTIFICATION IS NOT PERFORMED,CONTRACTOR ASSUMES RESPONSIBILITY FOR PUMP PAID SEPARATELY SEE ROAD PLANS FOR QUANTITIES Z REVISIONS. W g 6. INSTALL PIPE MATERIALS AND EQUIPMENT AS SHOWN IN DETAILS USE TEFLON TAPE ON PVC OIL O BUBBLER SCHEDULE MALE PIPE THREADS AND VALVE ASSEMBLIES. wZ SYMBOL MANUFACTURER/MODEUDESCRIPTION PSI 7 IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH GRADE DIFFERENCES, AND LOCATION OF WALLS,RETAINING WALLS,ETC. COORDINATE WORK WITH GENERAL Lu z • HUNTER PROS-O6-PRS30-CV-PCN-50 30 CONTRACTOR AND OTHER SUB-CONTRACTORS FOR LOCATION AND INSTALLATION OF PIPE POINT SOURCE BUBBLER NOTES t, BUBBLER TRICKLE,4"POPUP SLEEVES THROUGH WALLS,UNDER ROADWAYS,PAVING,STRUCTURES,ETC. w • • WITH DRAIN CHECK VALVE 1. PROVIDE BUBBLERS AS PER BUBBLER SCHEDULE TO ALL PLANT MATERIAL SERVED BY � 8 IN ADDITION TO SLEEVES SHOWN ON THE DRAWINGS,CONTRACTOR IS RESPONSIBLE FOR THE v INSTALLATION OF PIPE SLEEVING OF SUFFICIENT SIZE AT ALL PAVED AREA CROSSINGS, BUBBLER IRRIGATION SYSTEM. 9 THE IRRIGATION CONTRACTOR SHALL TURN OVER TO THE OWNER;TWO EACH OF ALL 2. BUBBLER VALVING IS INTENDED TO IRRIGATE PLANT MATERIAL BY PLANT TYPE IN OPERATING KEYS AND SERVICING TOOLS NEEDED FOR COMPLETE ACCESS,ADJUSTMENT, ORDER TO APPLY APPROPRIATE AMOUNTS OF WATER AS NEEDED FOR PROPER AND REPAIR OF ALL IRRIGATION SYSTEM COMPONENTS. THIS INCLUDES SPECIALIZED TOOLS PLANT GROWTH AND PLANT CARE. REQUIRED FOR COMPLETE DISASSEMBLY OF EACH SPRINKLER AND VALVE. 3. VERIFICATION OF PLANT MATERIAL QUANTITIES AND NUMBER OF BUBBLERS PER 10 INSTALL TWO(2)SPARE CONTROL WIRES FROM THE CONTROLLER TO THE LAST VALVE BOX VALVE STATION IS THE RESPONSIBILITY OF THE CONTRACTOR. ON THE MAINLINE.THE SPARE WIRES SHOULD BE A DIFFERENT COLOR THAN THE ACTIVE CONTROL WIRES OR THE COMMON WIRE. 4. BUBBLER IRRIGATION LINES ARE SHOWN DIAGRAMMATIC FOR CLARITY PIPE SCHEDULE 11. INCLUDE ALL COSTS FOR AN OPERATIONAL SYSTEM IN THE IRRIGATION SYSTEM LUMP SUM BID ITEM. 5. INSTALL PVC LATERAL WITHIN PVC OR METAL SLEEVE WHEN ROUTING THROUGH PAVED SURFACES OR THROUGH PLANTER'S WALLS. Maximum Flow Rate-Plastic Pipe 6. REFER TO PLANTING LEGEND FOR PLANT MATERIAL NAMES,ABBREVIATIONS, Pipe Size Maximum Flow(GPM) _ SPECIFIC SIZES,ON-CENTER SPACING AND ADDITIONAL INFORMATION PVC SCH40 PVC200 Poly KCopper LINE SOURCE DRIP NOTES 1" 13 16 13 18 1X" 22 26 22 29 1 VERIFICATION OF PLANT MATERIAL QUANTITIES AND NUMBER OF EMITTERS PER 1 Yz" 30 35 30 40 VALVE STATION IS THE RESPONSIBILITY OF THE CONTRACTOR. 2" 50 55 50 70 2 DRIP IRRIGATION LINES ARE SHOWN DIAGRAMMATIC FOR CLARITY. INSTALL ALL 2)4" 75 80 75 110 PIPING IN LANDSCAPE PLANTING AREAS 3" 110 120 110 155 4" 175 200 175 280 3 INSTALL POLYETHYLENE DRIP LATERAL WITHIN PVC OR METAL SLEEVE WHEN ROUTING THROUGH PAVED SURFACES OR THROUGH PLANTER'S WALLS. 6" 450 425 450 620 8" 700 700 1000 4 REFER TO PLANTING LEGEND FOR PLANT MATERIAL NAMES,ABBREVIATIONS, SPECIFIC SIZES,ON-CENTER SPACING AND ADDITIONAL INFORMATION. 5 PROVIDE ONE(1)FLUSH-VALVE ASSEMBLY AT EACH END OF DRIP SYSTEM OR AS IRRIGATION SHOWN ON PLANS LOCATE FLUSH-VALVE ASSEMBLY BOXES ADJACENT TO NOTES & SCHEDULES PLANTING BORDERS OR PAVING EDGES FOR MAINTENANCE CONVENIENCE. NOT TO SCALE r.;Id"7420000rdlupzOJ,dgn DESIGNED BV lMin* YONTANA DEPARTMENT REVIEWEDaV ROAD PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 1210131 OF TRANSPORTATION SI12I2014 CHECK DeV i 0:00.42 AM CPS•U2t6 GALLATIN COUNTY CSF= 0.999433377 UPN T426000 SHEET RI IRRIGATION DETAILS FINISH GRADE SCHEDULE 40 PVC FEMALE ADAPTER WYE FILTER:HUNTER HY100 TREE LOCATION REMOTE CONTROL VALVE:HUNTER ICV HUNTER PCN-50 BUBBLER ON HUNTER 4'POP-UP SPRAY MAINLINE,LATERAL, SPRINKLER AND WIRING VALVE BOX: SON 1419 STANDARD BOX WITH :CHR FLUSH COVER MAINLINE _ f __ ID TAG: HRISTY I0-STD-Y2 FINISH GRADE/TOP OF MULCH PE N —I LATERAL ;— N — WATERPROOF CONNECTOR:3M DBY(1 OF 2) (61 MAX.LENGTH)WITH SP FITTINGS WIRING— MAINUNE • �• 30-INCH COIL OF CONTROL WIRE(TYP) -PVC SCH.40 TEE OR EL LL I�tm —r PVC BALL VALVE:COLONIAL SINGLE UNION SCHEDULE 80 PVC CLOSE NIPPLE(1 OF 2) LATERAL WIRING SCHEDULE 40 PVC EL fo _�I BRICK(1 OF 4) POLY LATERAL PIPE II r SECTION VIEW MARKING RIBBON III — SCHEDULE 80 PVC NIPPLE (LENGTH AS REQUIRED) PVC MAINLINE POLY LATERAL PIPE TO SCHEDULE 40 PVC SERVICE TEE MAIN LEG OF ZONE ra U NOTES: 3"MINIMUM DEPTH O O POLY TEE BARBED FITTINGS.USE ONE (%'WASHED GRAVEL) HOSE CLAMP PER CONNECTION W 1. TAPE AND BUNDLE WIRING AT 10-FOOT INTERVALS. iiUNTER PCN-50 BUBBLER ON HUNTER 4" w 2. ALL MAINLINE PIPING TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S GEOTEXTILE FABRIC,EXTEND4-INCHES UP SIDES OF VAVLE BOX POP-UP SPRAY SPRINKLEK 4Q INSTALLATION SPECIFICATIONS. AND TAPE - = PRESSURE REGULATOR:HUNTER 40 SWING PIPE 3. ROUTE TRENCH MINIMUM 6-FEET FROM ANY TREE PLANTING AND OUTSIDE THE PSI REGULATOR (36"LENGTH MAX)WITH SP FITTINGS a DRIP LINE OF EXISTING TREES. O w a cn 4. TIE A 20"LOOP IN ALL WIRING AT CHANGES OF DIRECTIONS GREATER THAN 30° UNTIE NOTES: 7RE.E LOCATION U) y AFTER ALL CONNECTIONS HAVE BEEN MADE. 1. FITTINGS SHALL BE SIZED IDENTICALLY WITH NOMINAL VALVE SIZE. Q (� c 5. BACK FILL MATERIAL TO BE FREE OF ALL DEBRIS AND ROCKS LARGER THAN Y4" Z IN DIAMETER. 2 LOCATE VALVE BOX AT LEAST 12"FROM,AND ALIGN WITH NEARBY WALLS OR EDGES OF PAVED AREAS. GROUP RCV ASSEMBLIES TOGETHER WHERE PRACTICAL. ARRANGE GROUPED BOXES IN RECTANGULAR PLAN VIEW — PATTERN. Q Z TRENCHING AND PIPE/WIRE INSTALLATION 3 BRAND CONTROLLER AND STATION NUMBER INTO LID OF EACH VALVE BOX IN 3"LETTERS. v � V W (a REMOTE CONTROL VALVE ASSEMBLY 4"POP-UP BUBBLER SPRINKLER ASSEMBLY AND LAYOUT `a O FOR DRIP LATERALS z Pt ASTIC VALVE BOX: CARBON IND. W 5 IL MODEL NO.910-10 to— WITH 910-3 COVER Q i FINISH GRADE wI1 :I F - WATER TIGHT CONNECTION � F_ (1 OF 2) SLEEVE LOCATION z �( PLASTIC VALVE BOX:CARBON IND. MARKING w MODEL NO.1419-18 WITH 1419-3 COVER HARD SURFACE REEMOETE CONTROL �_'I = 4 i SCHEDULE 80 PVC NIPPLES oo (LENGTH AS REQUIRED) 2"MINIMUM DEPTH �6" (Y4"WASHED GRAVEL) PVC BALL VALVE, SIZE TO MATCH RCV 6"SCHEDULE 40 PVC SLEEVE �•c�yQj y SCHEDULE 40 PVC EL 3"PVC CL 20G PIPE 0� b .4 e.Y o••Y LENGTH AS REQUIRED) 4 D0 dd�jI" SCHEDULE 80 PVC NIPPLE (LENGTH AS REQUIRED) GATF VALVE: NIBCO BRONZE y(T-29K), — PVC MAINLINE NOTE:EACH LENGTH OF SLEEVED PIPE SHOWN SHALL OR APPROVED EQUAL BE ROUTED THROUGH A SEPARATE SLEEVE, (SIZED TO MATCH MAINLINE) SCHEDULE 40 PVC TEE OR EL - 3"MINIMUM DEPTH SCHEDULE 40 PVC MAINLINE PIPE MALE ADAPTERVC ( "WASHED GRAVEL) POLY LATERAL PIPE SLEEVING 3"MINIMUM DEPTH (Y4"WASHED GRAVEL) PVC SCH.40 NOTES: NOTES: MALE ADAPTER 1. FITTINGS SHALL BE SIZED IDENTICALLY WITH NOMINAL VALVE SIZE. 1. LOCATE GATE VALVE AT LEAST 12"FROM AND ALIGN 2. LOCATE VALVE BOX AT LEAST 12"FROM,AND ALIGN WITH NEARBY WALLS OR EDGES OF PAVED AREAS- WITH ADJACENT WALLS OR EDGES OF PAVED AREAS. GROUP RCV ASSEMBLIES TOGETHER WHERE PRACTICAL. ARRANGE GROUPED BOXES IN RECTANGULAR PATTERN. 2. BRAND"GV"INTO LID OF EACH VALVE BOX WITH 3 BRAND CONTROLLER AND STATION NUMBER INTO LID OF EACH VALVE BOX IN 3"LETTERS. IRRIGATION 3"HIGH LETTERS. DETAILS ISOLATION GATE VALVE ASSEMBLY REMOTE CONTROL VALVE ASSEMBLY FOR BUBBLER LATERALS NOT TO SCALE 3 c.Wgn77426000rd1opz03.dgn O IGNED BY MONTANA DEPARTMENT REVIEWED BY ROAD PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 1210131 OF TRANSPORTATION 5172I2014 CHECKEDUY 10:00:45 AM cps•U276 GALLATIN COUNTY CSF= 0.99943337T UPN T426000 SHEET R2 DRIP VALVE ASSEMBLY,SEE IRRIGATION DETAILS DETAIL IRRIGATION MAIN LINE SUPPLY HEADER,1"MIN. UNLESS OTHERWISE NOTED w • NOTES: O� 1. ESP-LXMEF CONTROLLER IS AVAILABLE IN 8-OR 12-STATION BASE rn MODELS. ADDITIONAL MODULES IN 4-,8-AND 12-STATION VERSIONS MAY BE ADDED TO BRING THE CONTROLLER UP TO 48 STATIONS MAXIMUM. DRIPLINE:SEE LEGEND FOR 4! 2. FOR EASE OF INSTALLATION INTO A CONTROLLER WITH MORE THAN 24 SPACING REQUIRED STATIONS,INSTALL A JUNCTION BOX AT THE BASE OF CONTROLLER AND TRANSITION LARGER VALVE AND COMMON WIRES FROM FIELD TO 18 AWG MULTI CONDUCTOR WIRE TO BE USED IN CONTROLLER. SHRUB MASSING AREA 3. PROVIDE PROPER GROUNDING COMPONENTS TO ACHIEVE GROUND RESISTANCE OF 10 OHMS OR LESS. AREA WITHOUT SHRUBS 4� EXHAUST HEADER,1-MIN. w UNLESS OTHERWISE NOTED 1 3 NOTES: a O1 IRRIGATION CONTROLLER: 1 RAIN BIRD ESP-LXMEF CONTROLLER WITH FLOW SMART MODULE IN LXMM METAL CABINET AND LXMMPE w FLUSH VALVE W1 GRAVEL T ,' METAL PEDESTAL.INSTALL CONTROLLER,CABINET AND PEDESTAL PER MANUFACTURER'S V� RECOMMENDATIONS. SUMP INSTALLED AT LOW U I F FL POINT OF EXHAUST HEADER. w INSTALL ONE PER SHRUB O2 CONCRETE PAD:6-INCH MINIMUM THICKNESS Ol 3 Q s BED OR AS OTHERWISE PLAN VIEW REQUIRED.SEE DETAILS 8 4 FINISH GRADE 5 _ 6 cf NOTES FOR FURTHER V INFORMATION. a POWER SUPPLY WIRE O 0 7 8 1-INCH SCH 40 PVC CONDUIT,FITTINGS AND SWEEP ELL FOR POWER SUPPLY U) in © COMPACTED SUBGRADE Q a NOTES: O7 3-INCH SCH 40 PVC CONDUIT,FITTINGS AND SWEEP ELL FOR STATION WIRES od 1. INSTALL DRIP LINE PARALLEL TO SLOPE ® MASTER VALVE AND REMOTE CONTROL VALVE WIRES Q z 2. CONTRACTOR SHALL MAKE ADJUSTMENTS IN THE FIELD AS NECESSARY V 3. COVER DRIP LINE EVENLY WITH 1"OF SOIL V K 4. FOLLOW MANUFACTURER'S RECOMMENDATIONS W ' 47 a� Z z LANDSCAPE DRIPLINE COVERAGE DETAIL PEDESTAL MOUNT CONTROLLER INSTALLATION Wa 00 w w z 0 z w _ ' 2 v � 4 r MIN 4 C 3 PLASTIC VALVE BOX:CARSON IND. MODEL NO.708-9 FINISH GRADE WITH 708-4 COVER V/ \ CONTINUOUS GROUNDCOVER LAYER �/��✓ / MIN.10"LENGTH Y4" 00 v"\� FLEXIBLE TUBING NOTES: Oj SOLID BARE COPPER WIRE(#10 AWG)FROM GROUNDING ROD TO CONTROLLER. 1"MT x%"BARBED 90"EL MAKE WIRE AS SHORT AND STRAIGHT AS POSSIBLE WASHED PEA GRAVEL O2 COVER GROUNDING ROD WITH 10-INCH ROUND VALVE BOX AS SHOWN N - )4"P V.0 BALL VALVE %'X 8 FT COPPER CLAD GROUNDING ROD OR GROUNDING PLATE. 1"DRIP TUBING ® GROUND ROD CLAMP OR WELDS O FINISH GRADE 18 ------- IRRIGATION FLUSH VALVE ASSEMBLY DETAILS CONTROLLER GROUNDING ROD - -' NOT TO SCALE 3 c:Wgn17426000rdlepxW.dpn OF IG FO Y COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 1210131 dMONTANA DEPARTMENT R ,. 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FT. ) TIMBER POL STEEL POST (LBS. 1 IGN UID 4pQO SHTG O OQ~ �� pV o O 02 ti ~ a LINEAR FT. Qv c�J ~ O v J '" v ? =J 2J ti ?JtV . Q JO Q 2 V O h Z` i. kr Q . J O oe 3 �Q Q �� o o o'� Z'� .� p��r s�� �v`"� ' '� J �Q QP ��OJ V2QQ QC' i.yJ �+ QQ 20hti� QQ 2 c.~ J V Jam'Q h J J 1 vQ J�Z,<v Q O�OQ v v� y hJ�Q V� �J v tiJ�.� �O��v �c0 0<" Q Q = Q O wi. h t ,�J h� `' J 0� <v <v <v<cr OJ V REMARKS 1 4+07 2. 5"RT R3- 17 30X24 IV 2-0 S0. TUBE 10-6 7-0 3-0 5. 0 56 - - SINGLE SOUARE TUBE REQUIRED.MOUNTED 1N HEAVY DUTY STUB. 16+00 Huttine Lane LT OH G1210-1A 84x72 IV IX MO LINT 0 OVERH A CANTILEVER STR CTURE 42. 0 I SEE DETAIL SHEET S7 SEE SPECIAL PROVISIONS, Main St./Mall OH G1210-IB 84x72 IV IX 42. 0 * SEE DETAIIL SHEET S7 16+31 LT WI- IR 1 30x30 IX I ANT 011 LUMINI IR POLE 7-0 6. 3 1 1 REPLACE FROM 16+52 1 6+52 2. 5" RT R2- 1 24x30 IV 2-0 SO, TUBE II-0 7-0 3-0 5. 0 58 A 1 35 MPH CITY- 1 REUSE SNOW ROUTE 17+44 RT WII- I REMOVE 1 w W16- IP REMOVE W F 19+10 2. 5" w RT WII- 15 REUSE 2-0 SO. TUBE 13-0 7- 1 3-0 64 1 _ ON BIKE/PED PATH Q c=i W16-7P REUSE 0 a 19+12 N a RT R1-2 REUSE 2-0 4" POLE 8-0 4-0 3-0 8 1 ON BIKE/PED PATH Qto o z 0 g 1 9+66 2.5" Q � RT WII- 15 REUSE 2-0 SO. TUBE 13-0 7- 1 3-0 64 1 ON BIKE/PED PATH z w WIG-7P REUSE 1 9+76 W RT RI-2 REUSE 2-0 4" POLE 8-0 4-0 3-0 8 1 ON BIKE/PED PATH CL 22+91 z RT RI-2 REMOVE 1 ON BIKE/PED PATH Wg 23+2 RT RI-2 REMOVE 1 ON BIKE/PED PATH 0 w 24+55 Lou LT R3- 17 30x24 IV MOUNT 0 LUMIN IR POLE 7-0 5. 0 z 24+90 LT (2 ) D3- 1 42x18 IV IV 10. 6 PROFESSIONALDR u (2 ) D3- 1 42x10 IV IV 5. 8 W COLLEGE ST 2.5" R I- 1 30x3O IV IV 2-0 S0. TUBE 1 3-4 7-0 3-0 5. 2 65 A l 24+96 2.0" -- LT R7-3AL 12x18 IV IV 2-0 SO. TUBE 10-0 7-0 3-0 1. 5 43 1 25+39 2.0" LT R7-3AR 12x18 IV IV 2-0 SO. TUBE 10-0 7-0 3-0 1. 5 43 - 1 25+70 2.5" RT R3- 17 30x24 IV 2-0 ISO. TUBE 1 10-6 1 7-0 3-0 5. 0 56 29+21 RT RI-2 REMOVE 1 ON BIKE/PED PATH 29+66 RT RI-2 REMOVE 1 ON BIKE/PED PATH 31+54 2. 5" LT R I- I 30x3O IV IV 2-0 S0. TUBE 1 1-0 7-0 3-0 5. 2 58 - 1 3 1+61 2.0" RT CITY- 1 I REUSE 12-0 SO. TUBE 10-0 7-0 3-0 43 A 1 SNOW ROUTE 33+08 2.5" LT R3- 17 30x24 IV 2-0 SO. TUBE 10-6 7-0 3-0 5. 0 _ 56 A 33+11 LT WII- I REMOVE 1 W16- IP REMOVE 3 C410ng42WWsjsumZ0iAgn DE NEO Y aONTANA DEPARTMENT REVIEWED BY � 0:02:45 SIGNING PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 1210131 2 OF TRANSPORTATION 10:02:45 AM U216 HECKED BY GALLATIN COUNTY CSF= 0.999433377 UPN 7426000 SHEET S3 OF 13 CPS- S IGN L 0 C A T 10N AND SPECIFICATIONS REFL FEET Q FEET SIGN PANEL (SO. FT. ) TIMBER POL STEEL POST(LBS. ) IGN UID we@�" SHTG pQA, ti LINEAR FT. p P Q- �O� �� �O. v � � Q ��V Q�Qp v ��S .�~ OQ''tom� h� � Q Q,�Z Z Cy �' Z � � �' `• Z Q' Q�F �J v O '�' �v � ?Q, 'l Q � �<" �J`' <v� � = QOc� ,�J '� QO c�,`� Q =V�Q' J2 V'Z =a �.'Z y�� .r Q,�� ��,r� �� OJS' OJ J" Jc,��<v •� Q� O,�O� c,Q'�� �� IqA,�h� �• h QQ Q, O .� R-MARKS 33+20 4-TECHNOLOGY BLVD S SINGLE SQUARE TUBE REQUIRED. LT OH D3-2 84x24 IV IX MO LINT ON SIGNAL M\STARM 14. 0 S 23RD AVE -► - MOUNTED IN HEAVY DUTY STUB. 33+35 SEE SPECIAL PROVISIONS. RT OH D3- I 60x12 IV IX MOUNT 0 SIGNAL M STARM 5. 0 W COLLEGE ST 33+51 RT WI 1- 1 5 REMOVE I ON BIKE/PED PATH TELESCOPED SQUARE TUBES 1 44" & 2%2") WITH SLIP BASE BREAKAWAY REQUIRED. W16-7P REMOVE MOUNTED IN HEAVY DUTY STUB. 33+54 RT R1-2 REMOVE 1 ON BIKE/PED PATH SEE SPECIAL PROVISIONS. 33+60 LT D3- I REMOVE W COLLEGE ST D3- I REMOVE S 23RD AVE R1- I REMOVEle 1 W W:3 34+09 F• 0 RT D3- 1 REMOVE W COLLEGE ST Lu D3- 1 REMOVE TECHNOLOGY BLVD a R1- 1 REMOVE 1 � U) Qz z g 34+10 RT RI-2 REMOVE 1 ON BIKE/PED PATH z 34+11 V w RT WII- 15 REMOVE I ON BIKE/PED PATH V � W W16-7P REMOVE F„ z LT OH OH D3- I 6Ox12 IV IX MO LINT 0 SIGNAL MNSTARM 5. 0 W COLLEGE ST z g 34+4 3RD AVE RT OH D3-2 84x24 IV IX MO LINT 0 SIGNAL STARM 14. 0 TECHNOLOGY BLVD S♦ 0 = w 34+68 2.5" z RT R3- 17 30x24 IV 2-0 SO. TUBE 10-6 7-0 3-0 5. 0 56 AL z 35+30 CITY BUS STOP/SCHEDULE LT CITY-2 REUSE MOUNT 0 _ LUMIN IR' POLE 7-0 1 FROM 34+65 LT > 35+30 2.0" CITY BUS STOP/SCHEDULE � RT CITY-2 REUSE 2-0 SO. TUBE 10-0 7-0 3-0 43 1 FROM 34+46 RT WII- 1 REMOVE W16- IP REMOVE 37+57 LT R3-8B 48x30 IV MOUNT OIl LUMIN IR POLE 7-0 10. 0 37+78 LT R3- 17 REMOVE 1 R3- 17B REMOVE 39+1 4 2.5" LT R4-4 36x30 IV 2-0 SO. TUBE 1 1-0 7-0 3-0 7. 5 58 40+72 2.5" RT R4-4 36x30 IV 2-0 SO. TUBE 1 1-0 7-0 3-0 7. 5 58 4 2+2 4 2.25"/2.5" 1 RT R3-8B 48x30 IV 2-0 SO,TUBE 9-6 7-0 3-0 10. 0 79 7t 1 REPLACE FROM 40+98 TECFNIOLOCY BLV / 3R AV 50+74 2.0" LT R7- IA 12x18 IV IV 2-0 SO. TUBE 10-0 7-0 3-0 1. 5 43 A 1 _REPLACE FROM 51+49 50+75 2.0" RT R7- IA 12x18 IV IV 2-0 SO. TUBE 10-0 7-0 3-0 1, 5 43 1 REPLACE FROM 51+45 3 MONTANA DEPARTMENT c'ldgn\7426000sisumz02.dgn T. I EOBY S IGN ING PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 1210131 OF TRANSPORTATION 15N2I2014 C1IECKEDBY GALLATIN COUNTY CSF= 0.99943337T UPN T426000 SHEET S4 OF 13 10:02:52 AM CPS-U216 S IGN LOCATION AND SPECIFICATIONS REFL FEET FEET SIGN PANEL (SO. FT. ) TIMBER POL STEEL POST(LBS. ) IGN UID ,4QQO ti SHTG �� tv LINEAR FT. P O O 7�, o c� P a J JO' p• ?�' O� w� '`� '` � v Q-�� Qp C o,`Q = V 20 r <v O pJv `�JV Sv" Q O O tc~ cQ�~ JQom' J<v`' v``' JZ 4 O �J Q ?�'� Q �JO� a Qh Q Q�0 ��m ��Jh J �v`�<v�<v`A<v�Off? REMARKS C.1 of v �2 � O <v v v h v � �� � 50+83 ED RA-7A REMOVE I SINGLE SQUARE TUBE REQUIRED. M — MOUNTED IN HEAVY DUTY STUB. 5 I ED MED R4-7 REMOVE 1 SEE SPECIAL PROVISIONS. 53+10 2.5" RT R3- 17 REUSE 6-0 SO. TUBE 10-6 7-0 3-0 56 A 1 FROM 53+75 53+75 2.5" RT R2- 1 RE-USE 6-0 SO. TUBE 1 1-0 7-0 3-0 58 A I SPEED LIMIT 25 56+57 2.0" RT R7-3AR 12x18 IV IV 2-0 SO. TUBE 10-0 7-0 3-0 1. 5 43 T 0 T A L S IX�6331 IV=84. 0 16 1575 47 2 DELINEATOR LEGEND H DESIGN "A' —�I DESIGN "B' �—► DESIGN "C' IHI DESIGN "D' _ H81 DESIGN "E' H DESIGN "F' --< DESIGN "G' __+ DESIGN ''H' _x DESIGN "J"_ FLEX. YLW 26 SQUARE TUBE gE SUPPORT L SIZE WEIGHppT THICKNESS Z Ibs, 1102 GAUGEI 21/4 Ibs%ft II GAUGE) 21�2 Ibs%ft (12 GAUGE) SQUARE TUBE ANCHOR SYyk WEIGHT THICK"AlN SS 2 Ibs ea. 0. I35" 3" 22.98 Ibs ea. 0. 188" For estimating purposes only. 3 c 14gn1742600091wmc02.6gn�J�IECKEDBY MDT YONTANA OEPARTYENT SIGNING PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 1210131 2 OF TRANSPORTATION 5I12/2014 Inoz,ar,M cas- GALLATIN COUNTY CSF= 0.999433377 UPN T426000 SHEET S5 OF 13 OVERHEAD SIGN DETAILS r- �5. MAST ARM ONLY REMOVABLE CAP AT-- ONLY END OF MAST ARM I z i R3-5L SIGN PANEL j R3-5L SIGN PANEL j R3-6R SIGN PANEL UJI UD j I Z. I w QJ I I a I LU I o I " a I 0 Q J I i z U� I c o Ca �z I I Z I LU Lu o0c= QROADWAY I I I TOP BACK OF CURB NOTES: I I I I. MOUNT ALL SIGNS LEVEL HORIZONTALLY ON THE MAST ARM AS SHOWN I ! 6e1 AND CENTERED OVER THE APPROPRIATE TRAVEL LANE. L 12' 12' 6' 2. INCLUDE MOUNTING HARDWARE IN THE UNIT BID PRICE FOR SIGNS. 12' 12 12' B' 6' 6' 2' 3. DESIGN AND FURNISH ALL MOUNTING BRACKETS AND OVERHEAD LEFT TURN LANE LEFT TURN LANE f+ TRAVEL LANE AND BIKE LANE/ BOULEVARD SIDEWALK CANTILEVER STRUCTURE FOR PLACEMENT OF SIGNS AT STATION RIGHT TURN LANE SHOULDER I2+00.00 LT. 4. PROVIDE SHOP DRAWINGS ACCORDING TO STANDARD SPECIFICATIONS. EDGE LINE STRIPE / 5. DESIGN AND INSPECT STRUCTURE IN ACCORDANCE WITH THE CURRENT AASHTO SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS, INCLUDING THE FATIGUE REQUIREMENTS IN SECTION II AND ANY AMENDMENTS THERETO. 6. DESIGN WIND VELOCITY SHALL BE 90 MPH. 7. DESIGN AREA = AREA W/RESPECT TO MAX. WIND LOAD (WIND IS PERPENDICULAR TO STRUCTURE, AS SHOWN). B. DESIGN WEIGHT = DEAD LOAD 9. SUPPLY ANCHOR BOLTS A449 OR EQUAL, GALVANIZE TOP END AND OVERHEAD CANTILEVER STRUCTURE THREAD 12" MIN. NO SCALE 10. WELDING PROCEDURES, SYMBOLS, BASE METAL SPECIFICATIONS & GRADES MUST BE CALLED OUT PRIOR TO FABRICATION OR APPROVAL. 11. GALVANIZE POLES AND ARMS TO ASTM DESIGNATION A123. 12+00.00 LT 12. GALVANIZE ACCESSORIES TO ASTM DESIGNATION A153. W. COLLEGE STREET qt cddgnX7426000sIdetr01 dgn DE IGNED OY MONTANA DEPARTMENT REVIEW D Y SIGNING PLANS COLLEGE-MAIN TO 5 19TH-BOZEMAN STPU 1210131 OF TRANSPORTATION SI1212014 CHECKED OY 10:03:01AM CPS-U218 GALLATIN COUNTY CSF= 0.99993337T UPN T426000 SHEET S6 OF 13 OVERHEAD SIGN DETAILS -- 45' MAST ARM Huffine Lane Main St �7 M a I I REMOVABLE CAP AT END OF MAST ARM 5' Q f w Z I OH C1210-IA I OH G1210-16 QI SIGN PANEL j SIGN PANEL uz 0 0 I z I U) I I Lu I a I °z c_n I I i U ( a j o Lu a as I W J C7 F_a I m� 0= o j I Q j �; I ROADWAY — j TOP BACK OF CURB I NOTES( I. MOUNT ALL SIGNS LEVEL HORIZONTALLY ON THE MAST ARM AS SHOWN AND CENTERED OVER THE APPROPRIATE TRAVEL LANE. L 12' 6' q;I 2. INCLUDE MOUNTING HARDWARE IN THE UNIT BID PRICE FOR SIGNS. 12' 12' 8' 6' 6' L2' 3. DESIGN AND FURNISH ALL MOUNTING BRACKETS AND OVERHEAD TRAVEL LANE TRAVEL LANE BIKE LANE/ BOULEVARD SIDEWALK CANTILEVER STRUCTURE FOR PLACEMENT OF SIGNS AT STATION SHOULDER 16+00.00 LT. 4. PROVIDE SHOP DRAWINGS ACCORDING TO STANDARD SPECIFICATIONS. EDGE LINE STRIPE 5. DESIGN AND INSPECT STRUCTURE IN ACCORDANCE WITH THE CURRENT AASHTO SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS, INCLUDING THE FATIGUE REQUIREMENTS IN SECTION II AND ANY AMENDMENTS THERETO. 6. DESIGN WIND VELOCITY SHALL BE 90 MPH. 7. DESIGN AREA = AREA W/RESPECT TO MAX. WIND LOAD (WIND IS PERPENDICULAR TO STRUCTURE, AS SHOWN). B. DESIGN WEIGHT = DEAD LOAD 9. SUPPLY ANCHOR BOLTS A449 OR EQUAL, GALVANIZE TOP END AND OVERHEAD CANTILEVER STRUCTURE THREAD 12" MIN. NO SCALE 10. WELDING PROCEDURES, SYMBOLS, BASE METAL SPECIFICATIONS & GRADES MUST BE I I. GALVANIZE POLES CALLED PRIOR AND ARMS TO AST T FABRICATION APPROVAL. MDES DESIGNATION 16+00.00 LT 12. GALVANIZE ACCESSORIES TO ASTM DESIGNATION A153. W. COLLEGE STREET :i c.1Agn17426M&1dah0l.dgn E3 GNE BV ? M�MONTANA DEPARTMENT REVI WED BY SIGNING PLANS COLLEGE-MAIN TO S 19TH-B02EMAN STPU 1210(3) OF TRANSPORTATION 5I72I2014 :ACHE KEO BY I GALLATIN COUNTY CSF= 0.999433377 UPN 7426000 SHEET S7 OF S13 1 10:03:04 AM CPS•U210 SIGNING PLAN 4 1 +1 1. 00 (ENGL ISH ) END STPU 1210(3 ) = 5 1 +9 1 . 30 (METRIC ) USE AS IS USE AS IS ON CM-STPIJ 1201 (9 ) RI-1 R3-5R Lo A 1tJU ct') o d0lSLo REUSE m FROM 34+65 LT m BILLBOARD R3W8B REMOVE Rq Wq m o \ + BY OTHERS P1=38+38.42 BILLBOARD ro a w 8J=, n (BROOKSIDE) A =0° 22' 21" (LT) R3-1713 BY OTHERS - N s ; (BROOKSIDE I W a // �' T =253�55' ��R �\ o N L =507. 11' Q \ v �� 5 w a E =0.41' a II II 5 =N.C. o - a_el —_—__—_______ -- —fL_— —_________--I� � 1 ! 74 Q µyZ1 . :.LS -'Sz.a'c:J: `��iSs�-s- - --�►... +- - -- - COLLEGE ST. TM--.. _- S 88' 38' 33' E W ~ Z W 1 00 —► • W REMOVE aaR�i� USE AS IS Z W16-IP i R3-17 z REUSE NEW REPLACE w CITY-2 R4-4 R3-8B FROM 34+46 RT v 42+40. 77 END CONNECTION TO PTW = YELLOW FLEXIBLE SURFACE MOUNT DELINEATOR c;Wgn'7426000slpinzOt.dgn DE'I NED OY - I/ONTANA IPORTA IONT EV WED BY SIGNING PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 121013) OF TRANSPORTATION 5H2/2014 CHECKED BY t0:03:35 AM CPS-U216f I GALLATIN COUNTY CSF= 0.999433377 UPN 7426000 SHEET SIG OF 13 PAVEMENT MARKING PLAN 8" WHITE 7+70. 00R4 BEG. CONNECTION T 2 S N R 5 E TO P T W {-� 4" WHITE r ~ 24" WHITE AT 15' CENTER TO CENTER SPACING (2' FROM CURB FACE) '11 ` A \ 4" YELLOW \�\7A 42f�8.f 31�� SPACE 4 "YELLOW �\ ti 2005.97CT g S7i5 10 9g�}225�gggg�� \'�\ l3f 87ggAfgggqll�7s 8" WHITE (TYP. 1 ! l s. � �-MATCH EX. W. MAIN ST. MARKINGS (TYP. 1 Lo V O 8" WHITE SKIP STRIPE N U) (6' GAP/2' STRIPE) PI=12+02.86 8" WHITE W F 5�. ' �•56 A -66' 25' 29' (LT) B L� �Ok9 RT a 1 t 1.30' �' 24" WHITE AT 7.5' Q � B" WHITE - r' p+ p� un CENTER TO CENTER SPACING 4" YELLOW EPDXY v (100' LONG) + �� a I �si w E =197109 (2' FROM CURB FACE,TYP. ) Ly o co S --N.C. —4" WHITE 'dF L� N (9: 15 SKIP) y i II rn ,� \ \\ / II 6" WHITE EPDXY N � -SEE TYPICAL � II Q z MATCH EX. W. MAIN ST. � ^�� \ ����� a /\ MARKINGNDETAIL� g MARK INGS (TYP. ) �� l II �� II II II 10+2 2. 85 (ENGL ISH ) - �a`�` u n 4P �� I� }� �'a}lL°Y Q z BEG. STPU 1210(3 ) ; fig•• :4== _= s ___-________�"____` _�_____ _ --- - II- - --}----- > 326+13. 13 (ENGL ISH ) _ �F ON STPP 50-2 (25 )82 cz_ _^_._._ a Lu rn 4" YELLOW EPDXY (2' FROM CURB FACE, TYP. ) L $ '""" "" "" . """"" ""' E "sY"�"-"� i 4" WHITE EPDXY (2' FROM CURB FACE) UJ SEE TYPICAL LANE MARKINGS _ as : :asaazflscaeg3ca:a:a��ye� a AT INTERSECTIONS DETAIL03 7OFt _ 3���4433 333� �u■■■■.■+ M w 17Z t) y . —YELLOW CURB EPDXY (TYP. ) 0 R gp � � F 8" WHITE (TYP. ) _ ��OY�H-r;. / 0�5 S[E BIKE/PED. PATH ��! / f/F► ��, TYPICAL MARKING DETAILS V �sB�7 4" WHITE EPDXY 138�(14RT, (5' FROM CURB FACE) <' x 4" YELLOW 4" SPACE 4" YELLOW 4" YELLOW 4" SPACE 60. 4" YELLOW AT 5' 4" YELLOW CENTER TO CENTER SPACING NOTES: I. USE THERMOPLASTIC FOR PAVEMENT MARKINGS (LINES, WORDS AND SYMBOLS) UNLESS OTHERWISE SPECIFIED ON THE PLANS. 2. ALL WORDS AND ARROWS ARE WHITE. 3. ALL LEFT TURN BAY LANE LINES ARE B" WHITE. 4. APPLY YELLOW CURB EPDXY TO ALL MEDIAN NOSES AND ALONG LEFT TURN BAYS AND LEFT TURN BAY TAPERS. 5. MATCH EXISTING MARKING TYPES AND WIDTHS ON W. MAIN ST. 3 ¢WOn17420000■ipinx02.dpn O-3IONF0 BY Mm*MONTANA DEPARTMENT I W 0 Y SIGNING PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 1210(3) 2 OF TRANSPORTATION 5/12I2014 CHECKED BY 1 t0.O3:50AM CPS-U21 GALLATIN COUNTY CSF: 0,999433377 UPN 7426000 SHEET SII 11 11 PAVEMENT MARKING PLAN AND DETAILS ruvzKlNcs T 2 S N R 5 E II U 4"YELLOW II U 4" SPACE (I A 4"YELLOW II I II III 24'. 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NO SCALE NO SCALE I cWgnV426000sipinz02.dgn D IGNEOBY MONTANA DEPARTMENT REVI WED BY SIGNING PLANS COLLEGE-MAIN TO 5 19TH-BOZEMAN STPU 1210131 OF TRANSPORTATION 5112I2014 CHECKED BY 11 10:09:57AM CPS-U216( GALLATIN COUNTY CSF= 0.9994333TT UPN 7426000 SHEET S12 OF 13 PAVEMENT MARKING PLAN AND DETAILS T 2 S N R 5 E 8" WHITE THERMOPLASTIC 8' STANDARD 4' MIN. Lc) M .n SEE TYPICAL LANE MARKINGS � YELLOW CURB EPDXY, d °D AT INTERSECTION DETAIL THIS ISLAND ONLY, TO MATCH EXISTING YELLOW CURBED ISLAND 4- P1=38+38.42 Lu R -78,000' °+' W F a T =253.55' N v +- SEE TYPICAL BIKE 1 + F E _507.11 LANE MARKING DETAIL I! i` N O -- 24" WHITE Q = ° S -N.C. '�qgpp 25 I1I MARKING Q THERMOPLASTIC U AOLT.t4LO9;�L �T MARKING N - o a -- ---II -�--- ----------- ---� �- -------------�-�- -----= ---- l NOTES: O a �� fr II fr-� . y a --- A E --- - --c-- -----�-T __---- --__ DEPENDENT IONO LOCATION ROFS THE KSDEWALKS. C.1 ---------'T--T Q I Z t • _ . . - �����s=-== -s��c _ __ EXTEND CROSSWALKS TO CURB, DO NOT OVERLAP. g I Is B8' 16' 12' - ... ....... G I Q2 ............... ... .... .... I S 88' 38' 33' [ W I TYPICAL PAVEMENT MARKINGS =C3='=�"��=_3=�= Y- _� __� . . . . FOR PEDESTRIAN CROSSINGS W y 6" WHITE EPDXY (TYP. ) a > i ' s� _ NO SCALE IL 1, — - - - �HITE- ITYP. ) _ - ---- -�- - — 1 z YELLOW CURB EPDXY (TYP. ) -_ � g 41 +11 . 00 (ENGLISH ) W a (2' FROM CURB TYP.) '.6b KING _ END STPU 1 2 1 0(3 ) _ VAL m 0 51 +91 . 30 (METRICviiv ) W ON CM-STPU 1201 (9 ) d ` "L 42+40. 77 z SEE TYPICAL LANE MARKINGS END CONNECTION z AT INTERSECTIONS DETAIL TO PTW v � MEDIAN CURB w 8' (TYP. ) - HIGHWAY CENTERLINE a 20' (TYP. ) STATION LOCATION d _� AS SHOWN ON PLANS 0fr 1 ) - - - - � o - 0 = 6' GAP c DIRECTION OF TRAVEL WHITE w Z 2' LINE I o o THERMOPLASTIC 0 z w -� 0 0 In a = WHITE THERMOPLASTIC 10' 1 6' 6' 6 BIKE LANE SYMBOLS CURB & 6" WHITE EPDXY - 6" WHITE EPDXY GUTTER 6" WHITE THERMOPLASTIC 6" WHITE WHITE THERMOPLASTIC NOTES: THERMOPLASTIC WORDS & SYMBOLS (TYP. ) 8" WHITE THERMOPLASTIC B" WHITE THERMOPLASTIC I. USE THERMOPLASTIC FOR PAVEMENT MARKINGS 4" WHITE THERMOPLASTIC (LINES, WORDS, AND SYMBOLS) UNLESS 24" WHITE THERMOPLASTIC CURB & OTHERWISE SPECIFIED ON THE PLANS. GUTTER 2. ALL WORDS AND ARROWS ARE WHITE. 3. ALL LEFT TURN BAY LANE LINES ARE TYPICAL LANE MARKINGS 8" WHITE. AT INTERSECTIONS TYPICAL BIKE LANE MARKINGS 4. APPLY YELLOW CURB EPDXY TO ALL MEDIAN NOSES AND ALONG LEFT TURN BAYS AND NO SCALE NO SCALE LEFT TURN BAY TAPERS. c'WgM7428000aIpInz02.dyn 1 N 6V - YONTANA DEPARTMENT EVI OBY SIGNING PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 1210131 2 OF TRANSPORTATION 511212014 CHECKED OV I 10:04:04 AM CPS.U21 GALLATIN COUNTY CSF= 0.999433377 UPN 7426000 SHEET 513 OF 13 C i w Ir + ow AMA APFM J . v L VIA i r A a IF .. Ott - 2&41 IL » Amu& 1 ® o PULL BOX - COMPOSITE ELECTRICAL QUANTITY SUMMARY SUM DIMENSIONS 0 ® TYPE 1 TYPE 2 TYPE 3 L = 20" L =W 3" W 5"" " 25 L = 32" = 1 = 1 1 ITEM N0. MATERIAL UNIT TOTAL 0 12" D = 12 D W = 1 92" 616 183 000 FOUNDATION - CONCRETE CUYD 42.7 ID L = 17" ID L = 21" ID L = 28. 616 343 914 CONDUIT - PLASTIC 1 1/2 IN LNFT 4,000 ID W = 10" ID W = II" ID W = 15" 616 343 920 CONDUIT - PLASTIC 2 IN LNFT 650 C L = IB" C L = 23" C L 30" 616 343 930 CONDUIT PLASTIC 3 IN LNFT 1. 100 C W = II" C W 13" C W 17" 616 783 007 PULL BOX - COMPOSITE TYPE 2 EACH 5 D 616 783 008 PULL BOX - COMPOSITE TYPE 3 EACH 4 617 033 414 CABLE COPPER 7AWC14-600V LNFT 1.600 1 617 033 814 CABLE COPPER 16AWC14-600V LNFT 2.300 /J 617 086 919 CABLE COPPER 6 PAIR AWG 19 COMM LNFT 6.500 617 090 050 CONDUCTOR COPPER COAXIAL 50 OHM LNFT 100 617 123 106 CONDUCTOR COPPER AWG6-60OV LNFT 2.300 K i 617 123 108 CONDUCTOR COPPER AWG8-600V LNFT 5,700 617 123 110 CONDUCTOR COPPER AWGIO-600V LNFT 8.400 # 617 183 056 STANDARD - STL TYPE 10-A-500-6 EACH 22 617 233 030 CONTROLLER - CAB PEDESTAL TYPE P EACH 2 STUB CONDUIT 4" TO 6" # 617 303 240 LUMINAIRE ASSEMBLY - 400 W S.V. EACH 4 ABOVE BOTTOM OF PULL BOX W # 617 303 300 HIGH EFFICACY LUMINAIRE LED EACH 31 617 333 130 SERV ASSEMB - 30 AMP EACH I 12" —ELECTRICAL BOND. NO.6 AWG w ELECTRICAL BOND. N0.6 AWG COPPER OR EQUAL Q bli 333 160 SERV ASSEMB 60 AMP EACH 2 3" COPPER OR EQUAL 3" = 617 343 100 ENCLOSURE - NEMA TYPE 313 EACH I 1 V < 617 503 130 SIG - TRAF 3 COL -1 WAY 12-12-12 EACH 22 CONCRETE SIDEWALK OR ASPHALT CONCRETE PAD 0 w 617 513 125 SIG - TRAF 4 COL -I WAY 12-12-12-12 EACH 3 7,7 N Q co 523 127 SIG - TRAF 5 COL -1 WAY 12-12-12-12 EACH 2 ai 617 553 020 SIG - PEDESTRIAN TYPE 2 EACH 16 12" # 617 603 120 CABINET CONTROLLER TYPE P EACH 2 ad 617 605 OBI CONTLR/TRAF ACTUAT TYPE 8-A EACH 2 Co # 617 673 100 SIG STANDARD TYPE 1-100 EACH 6 ft UB CONDUIT 4" TO 6" Q # 617 693 906 SIG STANDARD TYPE 2-A-900-6 EACH 1 23" Loo OVE BOTTOM OF PULL BO% 23" # 617 693 908 SIG STANDARD TYPE 2-A-900-8 EACH# 617 693 909 SIG STANDARD TYPE 2-A-900-9 EACH I CONDUIT IN PLACE CONDUIT IN PLACE # 617 713 096 SIG STANDARD TYPE 3-A-900-6 EACH I AS REQUIRED AS REQUIRED # 617 713 098 SIG STANDARD TYPE 3-A-900-8 EACH 2# 617 713 099 SIG STANDARD TYPE 3-A-900-9 EACH 1 z # 617 713 100 SIG STANDARD TYPE 3-A-900-0 EACH 2 O 617 731 622 REMOVE AND RESET EXIST POLES LUMP SUM I I" CLEAN STONE I" CLEAN STONE W g 617 763 500 DETECTOR - RADAR/PRESENCE I EACH 6 DRAINAGE NO HIGHER DRAINAGE NO HIGHER m 0 617 903 255 PUSH BUTTON/PEDESTRIAN-TACTILE EACH 16 THAN 2" INSIDE THAN 2" INSIDE O i 61T 903 540 YAGIANTENNA TYPE D EACH 2 BOTTOM OF PULL BOX BOTTOM OF PULL BOX LOU, 619 010 410 POLES - TREATED TIMBER CLASS 4 LNFT 60 i INDICATES STATE FURNISHED MATERIAL. PULL BOX INSTALLED IN A SIDEWALK OR ASPHALT PULL BOX INSTALLED IN DIRT w # - ITEMS TO BE POWDER COATED "HUNTER GREEN". J Z U NOTES: FURNISH PULL BOXES AND COVERS MADE OF POLYMER CONCRETE WITH FIBERGLASS REINFORCEMENT. FURNISH PULL BOXES HAVING CONTINUOUS FIBERGLASS CLOTH REINFORCEMENT ON THE INSIDE AND OUTSIDE PERIMETERS. FURNISH COVERS HAVING A MINIMUM OF TWO LAYERS OF FIBERGLASS CLOTH REINFORCEMENT. ENSURE THE PULL BOXES AND COVERS COMPLY WITH ALL TEST PROVISIONS OF THE MOST CURRENT ANSI/SCTE 77 "SPECIFICATION FOR UNDERGROUND ENCLOSURE INTEGRITY" FOR TIER 15 APPLICATIONS. FURNISH PULL BOXES AND COVERS THAT HAVE BEEN TESTED AND CERTIFIED BY A 1'� -►i I-+I' NATIONALLY RECOGNIZED THIRD PARTY INDEPENDENT TESTING FIRM SUCH AS UL (UNDERWRITERS LABORATORIES) OR ETL (INTERTEK TESTING SERVICES) VERIFYING THAT THE BOXES AND COVERS _ FURNISH PLOWABLE FILL IN ACCORDANCE MEET ALL TEST PROVISIONS OF THE ANSI/SCTE 77. FURNISH PULL BOXES THAT HAVE MARKINGS WITH THE SPECIAL PROVISIONS. SHOWING THE TIER 15 RATING LABELED OR STENCILED ON THE INSIDE AND OUTSIDE OF THE BOX. PLOWABLE FILL MEETING FURNISH COVERS THAT HAVE MARKINGS SHOWING THE TIER 15 RATING EMBOSSED IN THE TOP FURNISH SUBSECTION 551.03ILL THE SURFACE OF THE COVER. FURNISH COVERS HAVING PULL SLOTS RATED FOR A MINIMUM PULL OUT OF 3,000 POUNDS. STANDARD SPECIFICATIONS FOR ROAD - AND BRIDGE CONSTRUCTION, 2006 EDITION. FURNISH 3/8-7 LAG THREAD HEX HEAD BOLTS TO SECURE THE COVER PLOWABLE FILL TO THE PULL BOX. WHEN REPLACING AN EXISTING PULL BOX, ADJUST CONDUIT STUB ELECTRICAL NOTE -COLD MIXED ASPHALT MAY BE USED FOR A TEMPORARY PATCH HEIGHT ACCORDINGLY. QUANTITY SUMMARY IF HOT MIX ASPHALT IS NOT AVAILABLE. USE FOUR INCHES OF HOT ASPHALT FOR THE PERMANENT PATCH. CUT EXISTING PLOWABLE FILL ASPHALT I" BEYOND TRENCH AND APPLY A TACK COAT PRIOR TO INSTALLING THE PERMANENT PATCH. PULL BOX-COMPOSITE FLOWABLE FILL FOR TRENCHES TYPE 1, 2 &3 NO SCALE 3 aWpn17426000ok1oti01.J0n OES EDBY MONTANA OEPARTYENT I By ELECTRICAL PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 1210131 2 OF TRANSPORTATION 5/12/2014 CFIECKED BY 1� 10:04:11AM CPS-U218 f I GALLATIN COUNTY CSF- 0.999433377 UPN 7426000 SHEET El OF 13 ANCHOR BOLT PATTERN (VERIFY BEFORE PLACING ANCHOR BOLTS) WATERTIGHT CONNECTORS 401/2" z 6'/2 � Q — TYPES 1,6,11 & 16 TYPES 2,7,12 & 17 TYPE "P" CABINET TYPE E1CABINET NOTE: NOTE: NON-FUSED BREAKAWAY FUSED BREAKAWAY LOCATE CONDUITS NEAR THE CENTER OF THE LOCATE CONDUITS NEAR THE CENTER OF THE PEDESTAL - BETWEEN 6" AND 10" FROM PEDESTAL - BETWEEN 4" AND B" FROM IDENTITY DESCRIPTIVE THE FRONT OF THE CABINET. THE FRONT OF THE CABINET. SYMBOL & EXTEND CONDUIT 2" TO 4" ABOVE THE EXTEND CONDUIT 2" TO 4" ABOVE THE NO. WIRE SIZES CONCRETE PEDESTAL. CONCRETE PEDESTAL. v— PROVIDE A PLUG AND RECEPTACLE HOUSED IN WATER- RESISTANT SYNTHETIC RUBBER CAPABLE OF BURIAL 3 �.J[_]_/(N IN THE GROUND OR INSTALLATION IN SUNLIGHT. m THE HOUSING, CONSISTING OF 2 SECTIONS, PROVIDES W H 8 A WATERTIGHT SEAL AROUND THE CABLE AND A w 4 -- TYPES 3,8,13& 18 WATERTIGHT SEAL BETWEEN THE TWO SECTIONS AT o Q = THE POINT OF DISCONNECTION. SUPPLY EACH KIT WITH V v 5 SUFFICIENT SILICONE COMPOUND TO LUBRICATE METAL O PARTS AND THE RUBBER HOUSINGS FOR EASY ASSEMBLY. IL m A C y 6 6 0 WHERE INDICATED, CRIMP A COPPER PIN AND A COPPER RECEPTACLE TO THE CABLE. THE RECEPTACLE IS TO ESTABLISH CONTACT PRESSURE WITH THE PIN THROUGH r_1 7 e Q/b '� THE USE OF A COPPER BERYLLIUM SPRING AND BE Q FUSED BREAKAWAY EQUIPPED WITH A DISPOSABLE MOUNTING PIN. THE PIN } CLASS "DD" CONCRETE II 11 IIII II IIII II II' FOUNDATION Z l0 IS TO BE CONSTRUCTED OF AT LEAST HALF-HARD v COMPLETELY SEAL THE BASE v 1! II 11 IIII II IIII II II . V � B MATERIAL. THE CRIMPING PORTION IS TO BE FULLY 11 II II IIII II OF THE CABINET BY PLACING IIII°II II ANNEALED WHILE THE REST OF THE PIN IS MAINTAINED (1 11 II IIII II v . SILICONE SEALANT BETWEEN IIII II II y W U) s IN ITS ORIGINAL STATE OF HARDNESS. THE RECEPTACLE '" !1 o II II IIII II THE CONCRETE PEDESTAL 1111 II° II 74 SCHEDULE BO 9 IS TO BE FULLY ANNEALED. THE PIN AND RECEPTACLE �! II II IIII II AND THE BOTTOM OF THE II II II °II PLASTIC CONDUIT a r, CABINET I BARE AWG NO. 6 i 6 ARE TO LOCK TOGETHER SO THE CONNECTION IS DRAIN �� v II IIII '`� 4 0 NII 11 10 MAINTAINED WHEN A MINIMUM FORCE OF 20 POUNDS 11 Jill W TENSION IS APPLIED TO THE ATTACHED CABLES. ° 11 It IIII ° ° v II II ' II IIII ° TYPES 4,9,14& 19 PROVIDE FUSED CONNECTOR KITS CONTAINING A PAIR II IIII 4" �3" MIN. OF SPRING LOADED 90% CONDUCTIVITY CONTACTS FOR o ° II IIII II II W GRIPPING A STANDARD MIDGET FERRULE TYPE FUSE. - II IIII II II m 12 4'-Q/02 0 `� II IIII --CONCRETE PAD? THE CONTACTS MUST BE FULLY ANNEALED AND W4 m ADAPTED TO BE CRIMPED TO THE CABLE. LL II 11 ° 11 d 13 /b u 4 COPPERWELD 14 4 ` NON-FUSED BREAKAWAY v v ° �. GROUND ROD 4 1 15 16 � 10 CONTROLLER CABINET MOUNTING 17 TYPES 5,10,15 &20 CONCRETE PEDESTAL DIMENSIONS 18 1/D I� I 0 A B C D E F 19 m TYPE M 2' 10" 3'2" 1'7" 22-0" 2'0" 3'0" 0 TYPE P 4'0" 4'4" 2'4" 2'9" 2'0" 3'0- 20 I L5� NON-FUSED NON-BREAKAWAY TYPICAL CABINET DIMENSIONS WATERTIGHT CONNECTORS WIDTH HEIGHT DEPTH PEDESTAL MOUNTINGS FOR TYPE M 2'6" 4'2" 1's" TYPE I'M"AND TYPE "P" TYPE P 3'B" 4.6" 2'2" CONTROLLER CABINETS 11 NO SCALE MONTANA DEPARTMENT c:,dgn17426000olAoh020pn DESIGNED BY ELECTRICAL PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 1210(3) REVIEWED BY OF TRANSPORTATION 5N212014 CHECKED BY 1 10:04:16AM CPS-U21 GALLATIN COUNTY CSF= 0.999433377 UPN 7426000 SHEET E2 OF 13 INSULATED CLEVIS 7 1201240 VOLT SERVICE 1 TWISTLOCK TYPE WEATHER HEAD PHOTO-ELECTRIC ENTRANCE FITTING CONTROL 30' CLASS 4 TREATED TIMBER POLE 6" x 6" PRESSURE TREATED 74" STEEL CONDUIT STAND-OFF BRACKETS WOOD POST 10' IN LENGTH. _ 3 OF NO. 14 AWG REQUIRED FOR CONDUIT, METER BASE, AND CABINET (REFER TO THE NORTHWESTERN u -' N.E.M.A. TYPE 3R N.E.M.A. TYPE 3R -- CONTRACTOR SUPPLIED 0' MAX. ENERGY NEW SERVICE GUIDEI ENCLOSURE ENCLOSURE N.E.M.A. TYPE 3R BREAKER BOX BREAKER BOX ENCLOSURE IRRIGATION PUMP CONTROL PANEL 6" N CONDUIT & WIRING 2" CONDUIT BODY IJ.I 2" RIGID STEEL CONDUIT w 5'' MIN. PER PLANS 3' MAX. 3 OF N0.2 AWG Q = 2" RIGID STEEL CONDUIT 2" RIGID 6 MAX. WIRING AS REQUIRED 74" SCHED. 80 N PLASTIC CONDUIT CONDUIT & WIRING CONTRACTOR SUPPLIED I BARE NO.6 AWG N p PER PLANS CONDUIT & WIRING SERVICE RATED c TO WELL PUMP AND N.E.M.A. TYPE 3R Q 200 AMP DUAL Q z IRRIGATION CONTROLLER CABINET METER MAIN _ o 06 QY,7 z r�-r— z � 2" CONDUIT BODY � 120/240 VOLT 3' I.IIn. UNDERGROUND 2" RIGID STEEL CONDUIT 5' MIN. W w SERVICE FROM WIRING AS REQUIRED 6' MAX. d SERVICE S-2 3' � z CONDUIT WIRING _ Y4" SCHED. W 5 zS REQUIRED 1 BARE TINOC CONDUIT 1 SPACING AS O z % x 8' NECESSARY TO w COPPERWELD ���� T SUPPORT METER GROUND ROD l'ou MAIN AN CABINET z I c7 z 3 Min. III FRONT SIDE IRRIGATION CONTROL PEDESTAL DETAIL 6. 6'Min. %" x 8' COPPERWELD GROUND ROD L SIDE FRONT OVERHEAD SERVICE ASSEMBLY DETAIL WOOD POLE FOR SERVICES S-1 & S-2 SERVICE ASSEMBLIES IRRIGATION CONTROL PEDESTAL DETAIL I NO SCALE • c Wp%?42W00oidotzOLdpn DE I NF.D BY YONTANA DEPARTMENT REVIEWEDBY ELECTRICAL PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 121013) 2 OF TRANSPORTATION 2I2014 CHECKED BY GALLATIN COUNTY CSF- 0.99943337T UPN T426000 SHEET E3 OF 13 � 10 10:04:26 AM CPS•U21 USE GRADE 60 REINFORCING STEEL MAST ARM LENGTH LAP SEE POLE SCHEDULE M #6 BARS l4-I" LONG) �I a: (8 TYPICAL) #4 HOOPS AT 0 1-0' CENTERS ANCHOR BOLT • 2' DIAMETER ACCESS HOLE (4 TYPICAL I o ANCHOR BOLT CIRCLE _ (3) 10 NC - 1-3/4" LONG ° SINGLE MEMBER TYPE B A325 BOLTS MASTARM (TYPICAL 6- - 2-1/2' CLEARANCE SECTION A-A �+ 2- 3. GROUNOINC LUG 0 NO. 6 AWG BARE GROUND WIRE PROTRUDE CONDUIT FROM FOUNDATION 0 OR PIGTAIL EXTENSION NOT MORE THAN 3" 3. I/�° PLATE 2- 3" -Yj" PLATE II' 11II n - I' PLATE e II III�I.` COPPER GROUNDING STRAP BETWEEN o II �L•1 a ANCHOR BOLT, CONDUIT N0. 6 AWG I LUMINAIRE ARM CONNECTION o II BARE GROUND WIRE OR PIGTAIL 2'-0" _ II II a EXTENSION. ,� A �•. _� .' A W II 1111 �� 4'THROUGH 12' LUMINAIRE ARMS au Ilia _ n . u W � n .�y�_: ;� Q o •. a �u # P V tl e • 4 0 v CLASS "DD" FOR MOUNTING HEIGHT v o CONCRETE SEE POLE SCHEDULE OFOUNDATION W a coa a 1 U) V o 9 _ Q Z V l TYPICAL OF ALL FOUNDATIONS W ' a� F„ Z cc Z W OZ BREAKAWAY BOLT �y COUPLING (ONE 4" x 6" REINFORCED W W OF FOUR) HAND HOLE & COVER W 2 2 CAST ALUMINUM W FRANGIBLE TRANSFORMER CJ BASE WITH ACCESS DOOR C V 2" BEVEL BREAKAWAY BOLT 2' MIN. - COUPLING - I I U Il llo II' II t1 ell• � 'll II II'� Il li II •- � IPp II •o.•.. .,.o �>-- � •II e• - II.,.J ��„J•. 6' TO BE FORMED AT THE TOP TO /7 v A 2'-3` DIAMETER a ' t NOTE—MAKE THE TOP OF THE CONCRETE FOUNDATION - v FLUSH WITH THE GROUND LINE. o + o BOLT COVER PROVIDE A HANDHOLE DETAIL AND A 1/2- NUT • o HOLDER DETAIL (FOR GROUNDING) L v . ANCHOR TRANSFORMER BOLT COUPLING (BREAKAWAY TYPE) (BREAKAWAY TYPE) TYPE 10-A POLE BASE TYPES FOR LUMINAIRE STANDARDS TYPE 10-A LUMINAIRE STANDARDS, POLE BASES & FOUNDATION DETAILS NO SCALE 3 c:Wgn\7428000eldetz0l.dgn OF.SI NED BY MONTANA DEPARTMENT REVIEWED BY ELECTRICAL PLANS COLLEGE-MAIN TO 5 19TN-BOZEMAN STPU 1210131 OF TRANSPORTATION 5I12I2014 CHECKED BY CSF= 0.9994333TT UPN T426000 SHEET E4 OF 13 1 10:04:28AM cPS-U215 GALLATIN COUNTY TABLE 1 POLE SHAFT SIGNAL ARM FOUNDATION TYPICAL SIGNAL MOUNTINGS O O 0 0 O O O 0 0 0 0 0 0 � cb A B C D ANCHOR BOLTS E F C H J K L M N o ® TYPE (1) LOWER SHAFT 15',20',25',30' 18" SO. I T'/j I�/z 1)(4"x 84"x 6" (OVERALL-90") I7" $0. 19" 1" 8 UNC - 5" A325 11/2" 1�/Z B 8'0" 7.6. 2'6- TYPE (2) LOWER SHAFT 35',40'.45' 19' 5o, 19" I/2' 1 Y4"x 84"x 6" (OVERALL-90") 19" $0. 20" 1 1/4" - 7 UNC - 6" A325 1 Y4" I N. B 8"0" 7'6" 2"6" TYPE (2) LOWER SHAFT 50' 19' S0. 19" 11/2- IY'4"x 84"x 6" (OVERALL-90") 19" SO. 20" 11/4" - 7 UNC - 6" A325 1-y4" 1y4" 12 12.0" 11'6" 3'0" �I TYPE (3) LOWER SHAFT 55',60' 20" S0. 20" Ij'4" 2"x 84"x 6" (OVERALL-90"1 19" 50. 20" I�/=" - 6 UNC - 6" A325 2" 2" 13 13'0" 12'6" 3*0' LLLJJJ NOTE-USE PIPE BRACKETS TO MOUNT TRAFFIC AND PEDESTRIAN SIGNALS +D ++ I TO THE POLE SHAFT UNLESS ® MOUNTING POINTS � T I OTHERWISE SHOWN ON THE PLANS. o TABLE 2 * 2 « 4t * * * * STANDARD I 3 4 5 6 7 8 9 10 MAST ARM PIPE BRACKETS FOR POLE MOUNTING ELEVATOR PLUMBIZER SIGNAL EMERGE VEHICLE DETECTOR SIGN PANEL SIGNAL SIGNAL SIGNAL LUMINAIRE SIGNALS PED.SIGNAL CONTROLLER CAB. MOUNTING TRAFFIC AND PEDESTRIAN SIGNALS MAST ARM MOUNTING NOTES DESIGN AREA 12.0 SO.FT. NIL 5.0 SO.FT. 9.0 SO.FT. 9.0 SO.FT.9.0 SO.FT.3.3 SO.FT. 9.0 SO.FT. 3.0 SO.FT. 4.72 SO.FT. SIGNAL ARM SLIP JOINT DESIGN WEIGHT 135 LB. NIL 100 LB. 105 LB. 105 LB. 105 LB. 75 LB. 210 LB. BO LB. 200 LB. DESIGN STANDARDS IN ACCORDANCE WITH THE 1994 AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS (AND ANY END SECTION WITH BASE SECTION WITH DRAG COEF.(Cd) 1.2 NIL 1.2 1.2 1.2 1.2 0.5 1.2 1.2 1.2 AMENDMENTS THERETO). BULTOLE FOR 'lye" FOR DRILLED HOLE USE A DESIGN WIND VELOCITY OF 90 MPH. �j DESIGN AREA = AREA WITH MAXIMUM WIND LOAD (WIND IS PERPENDICULAR TO STANDARD, AS SHOWN). TABLE 3 O DESIGN WEIGHT = DEAD LOAD. "THRU 15' 20' & 25' 1 30',35',40' & 45' 50' 55' & 60' DES;GN ALL TYPE (1) LOWER SHAFTS FOR = 30' AND A MOUNTING HEIGHT OF 45'. FIELD ASSEMBLED BOLT DESON ALL TYPE (2) LOWER SHAFTS FOR A = 50' AND A MOUNTING HEIGHT OF 45'. TO ACHIEVE A SNUG MTG.PTS. *1,*2 &*3 *I,*2,*3 &*4 *1,*2,*3,*4 &*5 *I,*2,*3,*4,*5 &*6 TIGHT JOINT )MN. A C DES,CN ALL TYPE (3) LOWER SHAFTS FOR A 60' AND A MOUNTING HEIGHT OF 45'. OVERLAP kFi LESS SPAN E TN NTH �4"- 10 UNC - 3" A325 )TYP.) PROVIDE ANCHOR BOLTS CONFORMING TO ASTM F1554 OR EQUAL. GALVANIZE AND THREAD THE TOP END (12' MIN.1. THAN 2.5 FT1. 55' 12.60' 45.00' 5/B"- I I UNC - 2�/z" A325 (TYPE 1 CALL OUT WELDING PROCEDURES, SYMBOLS. BASE METAL SPECIFICATIONS AND GRADES PRIOR TO 60' 12.60' 50.00' T FABRICATION OR APPROVAL. 10"111 REMOVABLE GALVANIZE POLE SHAFTS• ARMS, AND ACCESSORIES PER 15' PEDESTRIAN 45°(TYP.) ASTM A123. GALVANIZE HARDWARE PER ASTM A153. *7- � PUSH BUTTON w 14/z2" SCHEDULE 40 A53 PIPE - WHEN SPECIFIED V� (BREAK SHARP EDGES FORW = WIRE PROTECTION) -Y4' THREADED SCHEDULE 400 A53 PIPE (BREAK SHARP EDGES 2" SCHEDULE 40 A53 PIPE FORFOR WIRE PROTECTION) WIRE PROTECTION)- 2" SCHEDULE 40 A53 PIPE *2 2'0" MIN y C ITYP.1 (BREAK SHARP EDGES FOR " LUMINAIRE Z 1-- - 7� - WELD HOOK TO POLE WIRE PROTECTION) SIGNAL MAST ARM _ MAERIAL MAST ARM 3'A" SHAFT FOR SUPPORT LUMINAIRE ARM ANCHOR BOLT 0w o oOF WIRE CLAMP *3 *1,*4,*5 &•6 MIN. 11 GAUGE 2" BEVEL PROTRUSION U) UL 1i/ =� _ FACE OF CURB 5" TO T/z" Q p 1/4" PLATE TOP, - UPPER lY2" SCHEDULE 40 A53 PIPE i *T Lp �4" PLATE BOTTOM AND SIDES I SHAFT (BREAK SHARP EDGES FOR WIRE PROTECTION) UPPER SHAFT - 61/2" I 6%z 21/2" MN.I I GAUGE I" PLATE 2' r 1 2'0" 6" 3" Lt � FOR *1,*2,*3,*4,*5 & 6 FOR *7 LUMINAIRE ARM CONNECTION 0 4" x 6/2" NOTE-SUPPLY REMOVABLE METAL COUPLING DETAIL HANDHOLE CAPS WITH EACH COUPLING COPPER GROUNDING W U) AND COVER EXCEPT FOR*B, *9 &*10. (NOT APPLICABLE TO*8,*9 &*10) NOTE-LUMINAIRE ARM AND SIGNAL STRAP BETWEEN CLASS "DD" + VERTICALAR ARE 1PLANE.THE SONS THE CONCRE O Z 1 ANCHOR BOLT, FOUNDATION lz Z O 0 AWGWIRE .6 GROUNDTE CONDUIT AND SAME SIDE OF THE POLE. 1 lz Z O LOWER SHAFT - -_ __ _ WIRE Wg 12'6"coOA M �/4" PLATE TOP, *1 2'6" *,2 O <7 A36 PLATE I BOTTOM AND SIDES 6- = O REMOVABLE CAP 12' 35',40' & 45' _ w/ R' UPPER SHAFT I MOUNTING 3 Li Z �4" PLATE JO HEIGHT (7 � 5' 6 B OF it6 REBAR I Z *3 *q LO NG 2 6"! 1 6 I O w M (TYP.1 IFFF�-���- -yyyy111 _J A36 PLATE *5 *6 h OUALLY SPACED U e SIGNAL ARM CONNECTION SIGNAL ARM LOWER SHAFT MIN.T GAUGE 13" SO. MIN.7 GAUGE ARROW TO BE LEFT OR RIGHT. q"A,AP Y O OR BOTH AS REQUIRED. 5' x TY4" ALUMINUM *B IS ELEVATION AT BOTTOM OF TRAF, OK OF u4 15" LOWER SHAFT SIGN, BLACK LETTERS SIGNAL HEADS (FIELD MOUNTED) REBAR HOOPS SPACED ON WHITE BACKGROUND. �� I , EQUALLY AT ABOUT e 45°(TYP. 1 - 4 x 61/2OLE BACK OF CASTING SHAPED TO I'0" CENTERS FOR NUT HOLDER AND HANCOVERFIT CURVATURE OF POLE. O *9 IS ELEVATION AT BOTTOM OF PED. FOR GROUNDING I SIGNAL HEADS (FIELD MOUNTED) )MI 0" 2�/2" CLEARANCE MIN. *10 IS ELEVATION AT BOTTOM OF USE GRADE 60 REINFORCING STEEL Y O A36 PLATE NOTE-A HANDHOLE DETAIL I CONTROLLER CABINET (BAND MOUNTED) TYPICAL FOUNDATION AND I NUT HOLDER 1B" PEDESTRIAN PUSH BUTTON SIGN PROVIDE A REMOVABLE DETAIL ARE REQUIRED. COVER PLATE WITHti A , I 3" THREADED SCHEDULE 40 A53 PPE. 1 10'0* EACH POLE SHAFT. '''j`L- Ir' PROJECTING FROM SHAFT 2". WITH REMOVABLE CAP. BREAK SHARP EDGES 7.0- �4" PLATE CURB FOR WIRE PROTECTION. NOTE-COVER PLATE DETAIL O TERMINAL IS REQUIRED. -LOWER SHAFT v COMPARTMENT 2A& 3A STANDARDS45°)TYP.) �-- POLESHAFT TO SHAFT � SHAFTSLOT = ANCHOR BOLT + 1/4" (TYP. SIGNAL TYPE 2A& 3A SIGNAL MOUNTING PLATES DETAIL I STANDARDS, FOUNDATION A36 PLATE DETAILS, AND TYPICAL BASE DETAIL TYPICAL ORIENTATION FOR SIGNAL MOUNTINGS PIPE BRACKET MOUNTED SIGNALS TYPE 2A TYPE 3A NO SCALE ' I c:NgM74260000Ido*03.dgn DE IG BY COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 1210(3) MONTANA DEPARTMENT Y ELECTRICAL PLANS 2 MD7* OF TRANSPORTATION 5/12/2014 CHECKED BY 10:04:35 AM CPS•U21 GALLATIN COUNTY CSF= 0.99943337T UPN 7426000 SHEET ES OF 13 YAGIANTENNA ARROW TO BE LEFT OR RIGHT, OR BOTH AS REQUIRED. TERMINAL 5" x 7Y4" ALUMINUM _ 36" x 1" O.D. TUBE, U-BOLT COMPARTMENT SIGN, BLACK LETTERS EXTRUDED ALUMINUM WITH 41/z" SLIPFITTER ON WHITE BACKGROUND. TUBE SEAL FOAM AND 3 CAPPED ON BOTTOM /�" (50 OHM) BACK OF CASTING SHAPED TO COAXIAL CABLE FIT CURVATURE OF POST. FOR MOUNTING PEDESTRIAN PUSH • --_ BUTTON POST. FORM CASTING MAST ARM i0 FIT TOP OF P057. - PEDESTRIAN PUSH BUTTON O PEDESTRIAN PUSH BUTTON I o " ��� I I CABLE GRIP (PROVIDE ql/z" p,D. ARM BAND AND 1 J-HOOK IF REQUIRED) STANDARD BUCKLE M STEEL PIPE BRACKET I 11 i U-BOLT ARM BAND AND BUCKLE 1 W F SIGNAL POLE 1 C1 LUMINAIRE EXTENSION 1 I 4" DIAMETER HOLE, BREAK w I I SHARP EDGES, INSTALL RUBBER Q = USE GRADE 60 REINFORCING STEEL ROUTE CABLE TO GASKET AND SEAL WITH V U CONTROLLER CABINET WATERPROOF SEALANT. TYPE 1-100 PROVIDE STRAIN RELIEF FOR O w THE CABLE USING A STAINLESS U) SAP STEEL WIRE MESH GRIP. (/� y »6 REBAR (2'7" LONG) Q a (B TYPICAL) INTERCONNECT ANTENNA MOUNTING 08_ W REBAR HOOPS AT YAGIANTENNA TYPE 3-A SIGNAL POLE a 1 I'0" CENTERS z Z ANCHOR BOLT lw (4 TYPICAL) ANCHOR BOLT HCIRCLE 36" x I" O.D. TUBE, U-BOLT G. 21/2" CLEARANCE EXTRUDED ALUMINUM WITH z TUBE SEAL FOAM AND z SECTION A-A CAPPED ON BOTTOM (50 OHM) W a CABLE GRIP (PROVIDE CUA,AAL CABLE OJ-HOOK IF REQUIRED) z w ARM BAND AND w BUCKLE z Z BRACKET I I 1 1 ( U-BOLT ARM BAND AND v *wlll CAST BASE BUCKLE PROTRUDE CONDUIT FROM MAST ARM 1 NO.6 AWG BARE GROUND WIRE FOUNDATION 3" MAXIMUM 1 HANDHOLEOR PIGTAIL EXTENSION SECURED & COVERUNDER ANCHOR BOLT NUT. 2- 6 II II II Ifll. JJ DIAMETER HOLE, BREAK 11-1 SHARP EDGES, INSTALL RUBBER COPPER GROUNDING STRAP BETWEEN v II PII 1 1 1 GASKET AND SEAL WITH M ' II .II II ANCHOR BOLT, CONDUIT & NO. 6 AWG o 11 11,11 I WATERPROOF SEALANT. fl II.II .- BARE GROUND WIRE OR PIGTAIL = A II 1111 A 2 0" 11 1 w 11 PROVIDE STRAIN RELIEF FOR EXTENSION. o rc o — 7 THE CABLE USING A STAINLESS 11 IN I I 1 STEEL WIRE MESH GRIP. � II CL 5 I CONCRETED ROUTE CABLE TO FOUNDATION 1 CONTROLLER CABINET SIGNAL POLE 1 --- 2'0" 3 1 TYPE 1-100 INTERCONNECT ANTENNA MOUNTING TYPE 2-A POLE TYPE 1 SIGNAL STANDARDS, FOUNDATION DETAILS & TYPICAL OF FOUNDATIONS I PEDESTRIAN PUSH BUTTONS YAGIANTENNA 3 1 a\dpn\7426000a1de1z02.dgn IDFSIGNrD BY NO SCALE MONTANA DEPARTMENT R D Y ELECTRICAL PLANS COLLEGE-MAIN TO S 19TH-OOZEMAN STPU 1210(31 2 OF TRANSPORTATION 6117/2014 C CKEDBY 10:04:42AM uz lu4 1 GALLATIN COUNTY CSF= 0.999433377 T UPN 7426000 SHEET E6 OF 13 120/240 VOLT 120/240 VOLT SERVICE SERVICE BREAKER AWG NO.2 —MAIN DISCONNECT AWGCIRCUIT N0.2 / 200 AMP 20 AMP,2 POLE, SINGLE THROW SERVICE RATED - �%' - CIRCUIT BREAKER SERVICE RATED 200 AMP METER 30 AMP,2 POLE, 200 AMP METER i. MAIN SINGLE THROW MAIN CIRCUIT BREAKER SINGLE AMP,2 POLE, '�o CIRCUIT BREAKER SINGLE THROW''. 30 AMP,2 POLE, SINGLE THROW r. r. CIRCUIT BREAKER LIGHTNING ARRESTOR -� ° 20 AMP,2 POLE, PHOTO-ELECTRIC SINGLE THROW r CONTROL -\ LIGHTNING ARRESTOR Liq - � PHOTO-ELECTRIC AWG NO. 14 CONTROL BARE AWG N0.6 AWG NO. 14 GROUND ROD�- -- BARE AWG NO.6 --- Owe GROUND ROD W � ° AUTO-OFF-MANUAL Q ti7 SWITCH N.E.M.A.TYPE 3R �I SWI 0-H FF-MANUAL CABINET N < 'I I • 4DPOLlE,SINGLE CONTACTOR H ROW 20 AMP CONTACTOR N 2 POLE,SINGLE THROW AWG N0.6 Q c AWG NO.6 Fri p� I -AWG NO. 10 N.E.M.A.TYPE 3R - JI AWG NO.B CABINET / z —AWG NO.6 (120 VI TO LUMINAIRES 1120 VI V (120 V) TO LUMINAIRES AWG NO.6 (120 V) W (120 V) ) TO LUMINAIRES 20 V y 1120 V1 � � a TO SIGNAL AWG NO. 10 C7 (NEUTRAL) 20 V)CONTROLLER TO IRRIGATION z i f (GROUND) (120 V) CONTROL PEDESTAL Z AWG NO. 10-- (GROUND) W g TO GROUND LUG OF EACH POLE (GROUND) TO POLE GROUND m GROUND) TO POLE GROUND a S-1 SERVICE WIRING DIAGRAM W S-2 SERVICE WIRING DIAGRAM Z Z W CJ C C) CIRCUIT BREAKER AWG N0.6 20 AMP,2 POLE, SINGLE THROW CIRCUIT BREAKER N.E M.A.TYPE 3R ~ 20 AMP. 1 POLE, CABINET '~ SINGLE THROW POWER SUPPLY WIRES PER MANUFACTURER'S RECOMMENDATIONS AWG NO.6 BARE AWG NO.6 -Y GROUND ROD�- V(G'.R. )(() TO IRRIGATION PUMP S CONTROL PANEL ( 20 V) TO IRRIGATION (NEUTRAL) CONTROLLER (GROUND) SERVICE WIRING DIAGRAMS IRRIGATION CONTROL PEDESTAL WIRING DIAGRAM 3 Ic:klpn57d25000oiAatc03.dpn DESIGNED BY I I I NO SCALE MONTANA DEPARTMENT REVIEWEDBY ELECTRICAL PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 1210(3) OF TRANSPORTATION 5fl 212014 CHECKEU BY t 10-,04:40 AM CPS-U27r GALL ATIN COUNTY CSF= 0.999433377 UPN 7426000 SHEET E7 OF 13 SERVICE S-2 20+34 LT. TYPE 2 PULL BOX j1� �1, CONNECT GROUND TO AWG NO. 10 I i i AWG N0. 10 GROUNDING LUG IN GROUND 11' '�, GROUND POLE BASE (TYP. ) 2IIII_------------ IIIII t1'111--------- 3 3 '3 3 2'''1 -------------------- f,'111—3 —---- r,1,11 ------ ---------_ _JL ---------- _---- ---_ --_-__—__-- ---------_ -------_-- ---------- L _--_------ -------- —_—— ---- —21111 _-- II IB 19 �0 � 22 23 24 AWG N0.8 CIRCUIT NO. 2 AWG NO.B CIRCUIT NO. 3 HIGHWAY LIGHTING STA. 14+05 LT. TO STA. 29+86 LT. U) W H Q = V AWG N0. 10 0 w c CONNECT GROUND TO TYPE 2 Q o GROUNDING LUG IN PULL BOX POLE BASE (TYP. ) TYPE 3 , 1 - p� TYPE 2 I =_-- CONNECT GROUND TO 11 PULL BOX i ' � SERVICE S-I PULL BOX - "r TYPE 2 GROUNDING LUG IN I ' 1 a Z PULL BOX POLE BASE (TYP. ) AWG NO. IO 34+64 LT. Vr_ 1 --------- - -------- ------- ------------------------- ----'--- GROUND- ---------- . - / _ — --- •' --------__ � = 00 TYPE 3 _ 6 PULL BOX PULLTYPE 3 , U44 BOX , - ------------------------��—�- �k-- 20 U � AWG N0. 10—�� AWG NO. 10 GROUND 16----- —M�II I 1 1 SERVICE S-I , EX. CONDUCTORS (TYP. ) a 11+23 RT. i EX. LUMINAIRE ; ; SOUTH 23RD AVENUE INTERSECTION MAIN STREET INTERSECTION TO STA. 13+05 LT. F1B--- INDICATES CONNECTOR TYPE. SEE SHEET E2. NOTE: LIGHTING USE WATERTIGHT, FUSIBLE, BREAKAWAY CONNECTORS ON WIRING ALL WIRES GOING UP POLE TO LUMINAIRES (AWG NO. 10. TYP. ) DIAGRAMS SEE DETAIL SHEET E2. USE 10 AMP MIDGET FERRULE FUSES FOR THE 400 WATT LUMINAIRES AND 6 AMP MIDGET FERRULE FUSES FOR LED LUMINAIRES. NO SCALE 3 c:L10n942000UWdIetM.dgn DE i NED DY STPU 1210131 ELECTRICAL PLANS MONTANA DEPARTMENT R VI-WEDBV COLLEGE-MAIN TO S 19TH-BDZEMAN 2 OF TRANSPORTATION 5112/2014 CHECKED BY CALLATIN COUNTY CSF= 0.99943337T UPN 7426000 SHEET ES OF 13 1 10-04 51 AM OPS•U21 CONDUIT AND WIRE SCHEDULE PHASE DIAGRAM 1.5" PLASTIC CONDUIT AA 2 OF AWG NO. 10 CONDUCTOR (HIGHWAY LIGHTING) ji �11 a I OF AWG NO. 10 CONDUCTOR (GROUND) 2" PLASTIC CONDUIT \ C i T. 2 S. N R. 5 E. a}' © I OF 7 AWG NO. 14 SIGNAL CABLE (PED SIGNAL) \ \ \ -------- I OF AWG N0. 10 CONDUCTOR (GROUND) 2" PLASTIC CONDUIT a1 �, \l1� ' C I OF 16 AWG NO. 14 SIGNAL CABLE 4 ` PPB TTT PPB I OF AWG NO. 10 CONDUCTOR (GROUND) \� r I 1 2" PLASTIC CONDUIT tV � 2 III r �` 3 q QI OF 16 AWG NO. 14 SIGNAL CABLE \ t /i 2 OF AWG N0. 10 CONDUCTOR (HIGHWAY LIGHTING) D / m I OF AWG NO. 10 CONDUCTOR (GROUND) zt PPB PPB a I OF RADAR DETECTION CABLE \ \• --• -.;' F� 2 - 3" PLASTIC CONDUIT \ \� • WAVETRONIX 3 OF 16 AWG NO. 14 SIGNAL CABLE \ \ \��� �i� RADAR DETECTOR I OF 7 AWG N0. 7 SIGNAL CABLE (PED SIGNAL) t ��' \�.. O PHASES 5 & 6 -� 2 OF AWG N0. 10 CONDUCTOR (HIGHWAY LGHTING) \ �, c` \\\\�`. TYPE 2 PULL BOX 1 OF AWG N0. 10 CONDUCTOR (GROUND)ION LE 2 OF OF 6APA R DAR DAWG C ETET N0 19ACOMM CABLE ' ��I III a/ d © 1.5" PLASTIC CONDUIT \ Y• y �" 0 5 0 6 0 7 0 8 I OF 50 OHM COAXIAL CABLE (YAGI) 3 - 3" PLASTIC CONDUITifs 5 OF 16 AWG NO. 14 SIGNAL CABLE �) \\ �s SIGNAL INDICATIONS 3 OF 7 AWG NO. 14 SIGNAL CABLE (PED SIGNAL) 1' © r 3 OF AWG NO. 6 CONDUCTOR WAVETRONIX ! A' J co ww 2 OF EMERGENCY PRE-EMPT CABLE RADAR DETECTOR & 4 / \ ' " LE Lu 4 OF RADAR DETECTION CABLE '666 X �' `/ ®\\ ��`""'i YcFS NEW COUCONDUIT12" LED 2 OF 6 PAIR AWG N0. 19 COMM. CABLE TYPE 2 PULL BOX 2�ter. fn \ \ ", - \N StR TO EXISTING . 12" LED • RED Q I.5" PLASTIC CONDUIT Oi �� \ IND 3 OF AWG NO. 6 CONDUCTOR O.f i \ O \ W / INTERCONNECT . 12" LED 12" LED 2 OF AWG NO. 10 CONDUCTOR (HIGHWAY LIGHTING) /. NN, \ r/ �. CABLE YELLOW O < 1 OF AWG NO. 10 CONDUCTOR (GROUND( \ �•- \ �`yiv~) © 12" LED 12" LED f N Q 3" PLASTIC CONDUIT '� K \ ' ss '%�i .� N V1 GREEN \ i \ /i• f (n N I OF 1.6 AWG NO. 14 SIGNAL CABLE QI OF 7 AWG N0. 14 SIGNAL CABLE (PED SIGNAL) r `�'i" \\Q O 2 OF AWG NO. 10 CONDUCTOR IHIGHWAY LIGHTING) O O O O O O 06_ 1 OF AWG NO. 10 CONDUCTOR (GROUND) /f'� ON O I OF EMERGENCY PRE-EMPT CABLE Q Z 1 OF RADAR DETECTION CABLE \ TSPTICOM \ \, V w 2" PLASTIC CONDUIT �`S�MODEL 722 �� (� I OF 16 AWG NO. I4 SIGNAL CABLE f OETE TOR Q �' 8 WAVETRONIX 12" LED W y K 1 OF AWG NO. 10 CONDUCTOR (HIGHWAY LIGHTING) \ Q4 !/ O `\ RADAR DETECTOR RED R 12" LED I OF AWG NO. 10 CONDUCTOR lGR0UND1 \ •. d O 1 OF EMERGENCY PRE-EMPT CABLE \ ` PHASES 7 & 8 F, z I OF RADAR DETECTION CABLE \ \ ' 12" LED 12" LED � Z G' \ OPTICOM / / � l C TYPE 3 PULL BOX YELLOW O W IL 3" PLASTIC CONDUIT '! \ MODEL 722 �� `y' �� ' \ b ® 12" LED a I OF 16 AWG N0. 14 SIGNAL CABLE /`� \ � X .,O `iJ 12" LED DETECTOR I FLASHING YELLOW m - Q I OF 7 AWG N0. 14 SIGNAL CABLE (PED SIGNAL) �� I' Sr \ O i L 2 OF AWG N0. 10 CONDUCTOR (HIGHWAY LIGHTING) / \ 6 / ;`t I l �LtYb ® 12" LED 12" LED I OF AWG N0. IO CONDUCTOR (GROUND) f \ �VETRONIX Q" \ Jt REEN 1 \ L G YELLOW & GREEN w I OF RADAR DETECTION CABLE /� "DAR DETECTOR f1HASES 1` & 2 \\ 0I.5" PLASTIC CONDUIT / \ \ _ o'er` 1 t T�'` w I OF 6 PAIR AWG N0. 19 COMM. CABLE c \1�\��.i\�rt\ O O I O TYPE 3 B \ O COUPLE NEW CONDUIT PULL BOX \ �� B �' °u \\� \ 8 REQUIRED �. � o \•\� '• � TO EXISTING CONDUIT K \ �'J \ •�� FOR INTERCONNECT CABLE \ YAGI ANTENNA x\ a 1t "• (+ ♦ LED jkcpNN G 1' \ " Q WITH COUNTDOWN l'L 0_ \SZ\Np\ TYPE 8A \ G ; t.a �\ N£�LE \\N�o SpN CONTROLLER �` \ tj,4� FGt� Q LI HIGHWAY �.✓/ L IGHTING Cp��a\p\PNUF PEDESTAL \ \\� h'.„ f�� ` NOTE: TO S-I--_J 120/240 VOLT \ $ * \ THE GEOTECHNICAL REPORT DATED AUGUST 30, 2012, CONTAINS SYMBOLS OVERHEAD SERVICE \ 4 \''`' \ \_ SUBSURFACE SOIL AND GROUNDWATER INFORMATION PERTINENT TO 60 AMP SERVICE ASSEMBLY \\ ti THE INSTALLATION OF THE SIGNAL POLE FOUNDATIONS. QNEW BURIED CONDUIT I NEW PEDESTRIAN SIG. POLE SCHEDULE PEDESTRIAN PUSH BUTTON SGNAL OR POLE OFFSET TYPE POLE FOUNDATION SIGNAL LUMINAIRE LUMINAIRE LUMINAIRE O LIGHT POLE O NEW SERVICE NO ITEM NO. TYPE LINE STATION (Q POLE) BASE DIA.X DEPTH � MASTARM MASTARM HEIGHT ASSEMBLY LEFTARROW RIGHTARROW ❑ NEW PULL BOX 0> NEW RADAR DETECTOR 1 617 673 100 1-100 COLLEGE ST. 9+18.0 67.0' RT. BREAKAWAY 2 x 3 1 2 617 713 100 3-A-900-0 COLLEGE ST. 9+24.6 83.4' RT. ANCHOR 3 x 13 1 60' 15' 40' 400 W HPSV TRAFFIC SIGNAL PLAN NEW LUMINAIRE +► NEW TRAFFIC SIG. 3 617 713 099 3-A-900-9 COLLEGE ST. 9+30.8 59.0' LT. ANCHOR 3 x 13 1 55' 15' 40' 400 W HPSV 4 617 673 100 1-100 COLLEGE ST. 9+40.0 79.5' LT. BREAKAWAY 2 x 3 1 MAIN STREET ® NEW CONTROLLER NEW TRAFFIC SIG. W/ 5 617 713 100 3-A-900-0 COLLEGE ST. 10+50.0 83.4' LT. ANCHOR 3 x 13 1 60' IS' 40' 400 W HPSV +� TURN ARROW 6 617 673 100 1-100 COLLEGE ST. 10+54.5 81,0' RT.. BREAKAWAY 2 x 3 1 -}�-� YAGI ANTENNA 7 617 693 908 2-A-900-8 COLLEGE ST. 10+60.2 66.0' LT. ANCHOR 3 x 12 1 50- :1 617 713 098 3-A-900-8 COLLEGE ST. 10+60.5 1 66.0' RT. ANCHOR 3 x 12 1 50' 1 15' 1 40 1 400 W HPSV 0 20 40 �0 ]0 cAdr%742GW0oIpInx01.dgn D 1 NE Y YONTANA DEPARTMENT R 1 ED v ELECTRICAL PLANS COLLEGE-MAIN TO 5 19TH-BOZEMAN STPU 1210131 2 AwlOF TRANSPORTATION 5I12I2014 CHECKED BY GALLATIN COUNTY If 10:05:10 AM 11S-U118 CSF= 0.999433377 UPN 7426000 SHEET E9 OF 13 CONDUIT AND WIRE SCHEDULE PHASE DIAGRAM Q1.5" PLASTIC CONDUIT 2 OF AWG NO. 10 CONDUCTOR (HIGHWAY LIGHTING) (L I OF AWG NO. 10 CONDUCTOR (GROUND) >I ( 0-I 2" PLASTIC CONDUIT © I OF 7 AWG NO. 14 SIGNAL CABLE (PED SIGNAL) , I NOT NOT F it ....1 , I OF AWG NO. 10 CONDUCTOR (GROUND) I - - -- -a USED 2" PLASTIC CONDUIT =I < R. 5 E. - i 1 OF 16 AWG NO. 14 SIGNAL CABLE 1 i " T. 2 S. N PPB "`I" ' ' PPB d 2 OF AWG NO. 10 CONDUCTOR (HIGHWAY LIGHTING) 1 I ac OF AWG NO. 10 CONDUCTOR (GROUND) 1 I I I I OF RADAR DETECTION CABLE 1 , ) _ lV 1 0 1 m 2 � 3 � 4 © I.5" PLASTIC CONDUIT C� I. I I II m I OF 50 OHM COAXIAL CABLE (YAGI) �'' L, 1;1 , PPB 11 �` PPB �a 1.5" PLASTIC CONDUIT IQ3 OF AWG NO. 6 CONDUCTOR NOT -_____ NOT �- 2 OF AWG NO. 10 CONDUCTOR (HIGHWAY LIGHTING) I TYPE 3 PULL BOX I OF AWG NO. 10 CODUCTOR (GROUND) OPTICOM 1 n O 1 USED - USED _ MODEL 722 !.I 1 1 2" PLASTIC CONDUIT DETECTOR IV tJ I S-1 1m A1 OF 16 AWG NO. 14 SIGNAL CABLE a 1 120/240 VOLT 2 OF AWG NO. 10 CONDUCTOR (HIGHWAY 'LIGHTING) TYPE 2 PULL BOX I' L11 1 OVERHEAD SERVICE I a 1 OF AWG NO. 10 CONDUCTOR (GROUND) 1'1 .1A I 60 AMP SERVICE ASSEMBLY 5 m 6 0 7 0 8 I OF EMERGENCY PRE-EMPT CABLE WAVETRONIX I'( NA 1 1 ,3 B �_ _-1.1RADAR DETECTOR _ / tr- 2" PLASTIC CONDUIT TO HIGHWAY 11 = _ „ iI OF 16 AWG N0. 14 SIGNAL CABLE PHASE 4w: ___ ' _ - TO HIGHWAY QQ I OF 7 AWG NO. 14 SIGNAL CABLE LIGHTING / �y _ I I,I OF AWG N0. 10 CONDUCTOR (GROUND) 1 I5 LIGHTING I OF RADAR DETECTION CABLE - 51►�t :\- / SIGNAL INDICATIONS W p 3" PLASTIC CONDUIT -- _ _ --_��= _ O9 ( �•'- - 1- 2 OF 16 AWG NO. 14 SIGNAL CABLE - r���- _ QI )r"'%_ ,��;I.- :_..�r;_T�_ OF 7 AWG NO. 14 SIGNAL CABLE -- - O 12" LED Q I OF 7 AWG NO. 14 SIGNAL CABLE (PED SIGNAL) -- --- �I� t 2 OF AWG NO. 10 CONDUCTOR (HIGHWAY LIGHTING) _ _� _ V < I OF AWG NO. 10 CONDUCTOR (GROUND) _ -_? r_._r_-rr__r_______ _ 1 1 I o O O 2 OF RADAR DETECTION CABLE �T 12" LED 2 - 3" PLASTIC CONDUIT , = © 12" LED LED (/� y 3 OF 16 AWG NO. 14 SIGNAL CABLE 0 , 1 WITH COUNTDOWN p Q 1 OF 7 AWG NO. 14 SIGNAL CABLE Q z R 2 OF 7 AWG NO. 14 SIGNAL CABLE (PED SIGNAL) oc-caconxao_cca_caouc._._n_sac; 8 REQUIRED cla g 3 OF AWG N0. 6 CONDUCTOR yea r_rras:aaatls�-eaiw:ansar scams O I 1 I I O O O O I OF AWG NO. 10 CONDUCTOR (GROUND) j Q z I OF EMERGENCY PRE-EMPT CABLE 1 5 BE 16' 12 E �' 1 2 OF RADAR DETECTION CABLE 1 g I`:..._ 7 E. 10 1 1 2 - 3" PLASTIC CONDUIT , OPTICOM 4 OF 16 AWG N0. 14 SIGNAL CABLE MODEL 722 1 - W. COLLEGE STREET W '� I OF 7 AWG NO. 14 SIGNAL CABLE A� DETECTOR 11 rl _, a Q 3 OF 7 AWG NO. 14 SIGNAL CABLE (PED SIGNAL) , --► I 1 z 3 OF AWG N0. 6 CONDUCTOR _ _--___- _ _ _ z 2 OF EMERGENCY PRE-EMPT CABLE -------- -''=-=�'�- =- Q 1 � 'J 12" LED z 2 OF RADAR DETECTION CABLE 1� I 0 1L -r TYPE 8A ® RED g --_------ _--- I O7 I4 l CONTROLLER W 2" PLASTIC CONDUIT i 1 TYPE � 12' LED m Q I OF 16 AWG N0. 14 SIGNAL CABLE _-iP PEDESTAL YELLOW O z I OF AWG N0. 10 CONDUCTOR (GROUND) IO a _ - - - Irv;;; I OF EMERGENCY PRE-EMPT CABLE PWR - Qfli 12' LED w FLASHING YELLOW z '� I I I W I•� I I B ® © 00 J Z TYPE 2 PULL BOX > 1' t3 J I'I I TYPE 3 PULL BOX WAVETRONIX RADAR DETECTOR 1 1 I } 1'1 "� KL���4YAGI PHASE 8 ANTENNA I I o I'1 , , ( u w 1 I ' 1 I ' I I SYMBOLS NOTE: I 1 ,,I THE GEOTECHNICAL REPORT DATED AUGUST 30, 2012, CONTAINS SUBSURFACE SOIL AND GROUNDWATER INFORMATION PERTINENT TO THE INSTALLATION OF THE SIGNAL POLE FOUNDATIONS. AT NEW BURIED CONDUIT CD NEW PEDESTRIAN SIG. O LIGHTLPOLE ® NEW SERVICE POLE SCHEDULE ❑ NEW PULL BOX I♦JO NEW RADAR DETECTOR ITEM NO. TYPE PEDESTRIAN PUSH BUTTON POLE OFFSET TYPE POLE FOUNDATION SIGNAL LUMINAIRE LUMINAIRE LUMINAIRE NO. LINE STATION (C POLE) BASE DIA.X DEPTH ___p_ MASTARM MASTARM HEIGHT ASSEMBLY ►NEW LUMINAIRE + NEW TRAFFIC SIG. ARROW RIGHT ARROW 9 617 713 096 3-A-900-6 COLLEGE ST. 33+20.4 44.I' LT ANCHOR 2.5 x 8 LEFT I 40' IS' 40' LED TRAFFIC SIGNAL PLAN ® NEW CONTROLLER NEW TRAFFIC SIG. W/ 10 61T 693 909 2-A-900-9 COLLEGE ST. 33+24.4 46.0' RT. ANCHOR 3 x 13 1 1 55' SOUTH 23RD AVENUE TURN ARROW II 617 673 100 1-100 COLLEGE ST. 33+41.0 59.5' LT. BREAKAWAY 2 x 3 I NEW STORM DRAIN 12 617 673 100 1-100 COLLEGE ST. 34+25.0 49.5' FIT. BREAKAWAY 2 x 3 I 11 EXISTING POWER POLE 13 617 713 098 3-A-900-8 COLLEGE ST. 34+29.4 61.4' LT. ANCHOR 3 x 12 1 50' 15' 40. LED YAGI ANTENNA 14 617 693 906 2-A-900-6 COLLEGE ST. 34+38.3 43.9' RT. ANCHOR 2.5 x 8 1 40' 15 617 673 100 1-100 COLLEGE ST. 1 34+46.0 54.5' LT. BREAKAWAY 2 x 3 11 0 20 40 10 30 1 i cAdgW426000eIpinz0l.d go DE GNEDB ` aOWTANA DEPARTMENT REVIEWED BY ELECTRICAL PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 1210f31 212 OF TRANSPORTATION 5/1014 CHECKED BY 10:05:15AM S_u btl I GALLATIN COUNTY CSF= 0.9994333T7 UPN 7426000 SHEET E10 OF 13 LUMINAIRE POLE SCHEDULE POLE OFFSET TYPE POLE FOUNDATION LUMINAIRE LUMINAIRE LUMINAIRE NO. ITEM NO. TYPE LINE STATION (POLE) BASE DIA.XDEPTH MAST ARM HEIGHT ASSEMBLY 16 617 183 056 IO-A-SOO-6 COLLEGE STREET 11+80 45.5' LT. BREAKAWAY 2.0' x 4.5' IS' 40' LEO 17 13+05 45.5' LT. T. 2 S.N R. 5 E. 18 14+05 45.S' LT. 19 IS+08 45.5' LT. 20 16+11 45.5' LT. 21 17+13 43.0' LT. 22 I8+14 37.6' LT. 23 19+21 33.5' LT. 24 20+30 33.5' LT. 25 1 1 1 21+38 33.5' LT. 26 22+45 33.5' LT. 27 23+52 33.5' LT. 28 24+ .7' LT. 29 25+48 48 67 6T.0' LT. 4 30 26+45 33.5' LT. 31 1 27+60 33.5' LT. 32 28+75 33.S' LT. � 1 � 33 29+86 33.5' LT. �. 1 34 31+03 33.5' LT- \ f� 35 32+1S 33.5' LT. 10 36 35+30 43.5' LT. 37 36+46 43.S' LT. 38 617 731 SU RESET 37+57 43-5' LT. 39 38+93 40.S' LT. L, i / 40 39+95 40.5' LT. 41 41+IT 40.S' LT. _ r \ 42 42+17 40.5' LT. f �� \� ffi N•' t'� 43 USE AS IS 43+32 43.6' LT. U) �{ i /r r44 USE AS IS 44+47 43.2' LT. L O a Ci'y 1 '> .r N x �-. F'� �1 I 20+34. 70 LT. (� v €a�rrr� 120/240 VOLT OVERHEAD SERVICE SEE SHEET E9 �� 30 AMP SERVICE ASSEMBLY 4� �3�� FOR MAIN STREET COORDINATE INSTALLATION WITH U) ta1 ice. �� 111 INTERSECTION DETAIL J MIKE CECHHWESTERN ENERGY 't ( (4061 582-4615 ZkA 17) W Q _---- -� .� 2 a- -- �- - - - a - _ -- - -- -�_-- -="3 = a ems._ �_ �' ----- --- -- -- - - Z \ I ,,` -� �� •axe�==;a �>✓-�x��. z .�,���� _ - W �� ._ _ y - m- Z � t..._....- c ..__.....-- •.-....- w. COLLEGE S7. - - Q O S-1 1 ' --- - -- TYPE 2 PULL BOX x z - - � w 11+23. 95 RT. .:-, -. . _ =�ra�x ..-.. .. � � 120/240 VOLT OVERHEAD SERVICE " r z 60 AMP SERVCE ASSEMBLY C_ - ' c7 INSTALL SERV CE ASSEMBLY -- w ON EXISTING ERVICE POLE. COORDINATE .INSTALLATION _ A i J REI�iOVE E%)STING TRE •"•�••�• '-- �L==T- WITH NORTHWESTERN ENERGY. u I MIKE CECH (4Q6) 582-4615 I I y�\ DO NOT DISTURB EXSTNG ___ tT LUMINAIRE. ENSURE EXSTNG I CONDUCTORS FOR LUMINAIRE CONDUIT AND WIRE SCHEDULE ARE CONNECTED TO OVERHEAD SERVICE ASSEMBLY AT II+23 1.5" PLASTIC CONDUIT ON EXISTING SERVICE POLE. A 2 OF AWG NO. 10 CONDUCTOR (HIGHWAY LIGHTING) > I OF AWG NO. 10 CONDUCTOR (GROUND) < DO NOT DISTURB EXISTING x DECORATIVE LUMINAIRES N © 1.5" PLASTIC CONDUIT 2 OF AWG N0. 8 CONDUCTOR (HIGHWAY LIGHTING) I OF AWG N0. 10 CONDUCTOR (GROUND) - - - - 15" PLASTIC CONDUIT 3 OF AWG. 2 OF AWG N00 6000NDUCTOR CONDUCTOR (HIGHWAY LIGHTING) I OF AWG N0. 10 CONDUCTOR (GROUND) 1.5" PLASTIC CONDUIT SYMBOLS ® 4 OF AWG N0. 8 CONDUCTOR (HIGHWAY LIGHTING) 2 OF AWG N0. 10 CONDUCTOR (GROUND) OO SIGNAL OR ® NEW BURIED CONDUIT I.5" PLASTIC CONDUIT LIGHT POLE _._.__ © 3 OF AWG. NO 6 CONDUCTOR (IRRIGATION PEDESTAL) HIGHWAY LIGHTING LAYOUT NEW LUMINAIRE ❑ NEW PULL BOX MAIN STREET TO STA. 23+50 ® NEW SERVICE } EXISTING LUMINARE 0 so 10o Z5 �s 011.I 17426000oIpInz02.d9n E I D BY MONTANA DEPARTMENT y y ELECTRICAL PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN $TPU 1210131 MDTOF TRANSPORTATION 5I12I2014 CHECKED BY 10:05:29AM CPS-U216 GALLATIN COUNTY CSF- 0.999433377 UPN 7426000 SHEET Ell OF 13 N H N H � 0 H H � ul }� I T. 2 S. N R. 5 E. N N II I 1 N �I rc II I V) Lc) p 0 W 0ch nr Lc) sSEE E10 FOR N y ill M S-t v c SOUTH 23RD AVE N 34+64, 65' LT. INTERSECTION DETAIL �i'101 120/240 VOLT OVERHEAD SERVICE �w 24+30, 66' LT, a < II I 60 AMP SERVICE ASSEMBLY IRRIGATION CONTROL I I Q COORDINATE INSTALLATION y (a PEDESTAL ( �g-�— I I H N N 1 MIKE CECHTH HWESTERN ENERGY G SEE E3 FOR 1 "- H I - �'I k M I (406) 582-4615 Q DETAIL ofs 35y, - - - 3 _— _ ` `'`-•"-^��..—— ——— 3ry -_ f`_ _ —f_— — ��I— t1Y -- _ __ -- �O� W`-S1�i .-__ t..�— -+2�--��:W+.cr-,» ,• UJ us If �zz W. COLLEGE Sr. UJ t9 �~�-----_--- 2 W h II DO NOT DISTURB to EXISTING IAOt N 1. LIGHTS 11� CFi 4 DO NOT DISTURB EXISTING LIGHTS SYMBOLS i4t REMOVE EXISTING LUMINAIRE III 00 I LGHTLPOORE ® NEW BURIED CONDUIT NEW LUMINAIRE ® NEW SERVICE EXISTING LUMINARE CONDUIT AND WIRE SCHEDULE AA .5" PLASTIC CONDUIT 2 OF AWG NO 10 CONDUCTOR (HIGHWAY LIGHTING) I OF AWG NO: 10 CONDUCTOR (GROUND) 1.5" PLASTIC CONDUIT HIGHWAY LIGHTING LAYOUT OF AWG NO 6 I OF AWG NO: 1000NDUCTOR 000NDUCTTOR(HIGHWAY(GROUND)IGHTING) STA.23+50 TO STA. 37+20 © I.5" PLASTIC CONDUIT 3 OF AWG. NO 6 CONDUCTOR (IRRIGATION PEDESTAL! o so ioo as is 3 CW9.%742W004I.Z02.d{pt DESIGNED By MONTANA DEPARTMENT HEVIEWEOBY ELECTRICAL PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 121001 ? OF TRANSPORTATWN 1/1/2001 µl CPS•U21 CHE KED By GALLATIN COUNTY CSF- 0.99943337T UPN 7426000 SHEET E12 OF 13 CONDUIT AND WIRE SCHEDULE 1.5" PLASTIC CONDUIT ® 2 OF AWG NO. 8 CONDUCTOR (HIGHWAY LIGHTING) 1 OF AWG N0. 10 CONDUCTOR (GROUND) ® EXISTING 1.5" PLASTIC CONDUIT 2 OF AWG NO. 8 CONDUCTOR (HIGHWAY LIGHTING) 1 OF AWG NO. 10 CONDUCTOR (GROUND) T. 2 S. N R. 5 E. LO r W J Q 4 REMOVE AND RESET EXISTING CONNECT NEW wlralN —DO NOT DISTURB EXISTING LUMINAIRE � G C� LUMINAIRE ON A NEW FOUNDATION. TO EXISTING WIRING POLE OR EXISTING CONDUIT AND WIRING O w CONNECT NEW WIRING TO EXISTING AT POLE BASE U WIRING INSIDE POLE AT THE POLE N BASE (TYP. ). COUPLE NEW CONDUIT Q TO EXISTING CONDUIT 06 — W Qz = r 0 T # 0 N LV w 1 ) z — - _y 39 _ F 40 _ Fi _ - 41 F 42 43 ® U � Z -- - --�- - -:sue.=- --�-- -��==F--- _�-- - �--- �- r - . M d "cr' `. I - -- F W I wW. COLLEGE ST. - .�..r-.p -- I ) ,..................._. (a sS».7 ca�z 4-t---- - - .—cs�— --,v—.:� W a�:sc f[.^.:^jt s_=T�•-••• I I REPLACE EXISTING LUMINAIREV AT- q ASSEMBLY WITH NEW LED ASSEMBLY SYMBOLS 00 SIGNAL OR A NEW BURIED CONDUIT LIGHT POLE NEW LUMINAIRE EXISTING LUMINARE EXISTING CONDUCTORS & CONDUIT HIGHWAY LIGHTING LAYOUT STA. 37+20 TO 19TH AVENUE a so 100 25 7s ¢1dp%7420=Wpku02.dp N MONTANA DEPARTMENT MEN ELECTRICAL PLANS COLLEGE-MAIN TO S 19TH-BOZEMAN STPU 1210(3) 2 OF TRANSPORTATION 5N2I2014 H EOBY GALLATIN COUNTY I tO�W:90AM CPS•U2t CSF= 0.99943337? UPN T426000 SHEET E13 OF 13 .�J �� ,�I i r` 1 i 1 F x�, i .! _�t f ..� i - �� I 1 � i S � 1 r r' - .�.�� � 1