Loading...
HomeMy WebLinkAboutSouth 19th Widening Infrastructure Improvements - As Built SOUTH 19TH AVENUE ROADWAY IMPROVEMENTS FOR BOZEMAN9 MT APR IL,L, 2019 e� SKEET INDEX s SHEET NO. DESCRIPTION DATE W Kagy Ave COVER SHEET 04/11/19 0 COA GENERAL NOTES AND SITE 04/11/19 ? C1.0 EXISTING SITE AND DEMOLITION 08/07/19 a a C2.0—C2.2 ROADWAY PLAN & PROFILE 04/11/19 C2.3—C2.4 CROSS SECTIONS 04/11/19 Stucky Road N n C5.01 SIGNING & STRIPING PLAN 04/11/19 C6.0—C6.2 ROADWAY DETAILS 04/11/19 C6.3—C6.4 ADA RAMP DETAILS 12/15/19 a N N o o m jo r University Way Circle o p `m w z PROJECT � W m LOCATION � a I o `o m w_ .Q t o z Ei d O a: Cl) 3 '3 of U Graf St w G Graf St a N Br okdal Dr 3 Concord Mc (n m 3 E m o m Lexington a E a o o O m E ` v Park Place a' - z N Ald r Cree Dr E a 3 Cambridge Dr a N 3 - Sacajowea School Oxford m N a - < W Fiel a 2- Blackwood Road n rn 3 VICINITY MAP ]NTS TRANSPORTATION ENGINEERING BY: CIVIC,ENGINEERING BY. PROJECT OWNERS. MARVIli & ASSOCIATES MADISON ENGINEERING NEXUS POINT C11.D ' BDCES p No. 0='n, 1300 NORTH TRANSTECH WAS' 895 TECHNOLOGY BLVD, SUITE 203 �'SM ADVISORY GROUP bra\\ °oeelejOM BILLINGS,IV1T 59102 BOZEMAN,MT 59'�18 3661 AGAR LANE litt, -v (406)655 455® (406)655-4991 FAX (406)586 ®262 BOZEMAIW,T 59918 (406)5 9-5169 AS BUILT COVERSHEET i i ..::........... I o w N N Q N O A p O q, z 33 BENCHMARK a w w HYDRANT - - - IIII I(ARROW W.BOLT) 27 - - - - - - - - ,- - - - - - EXISTING 18"- I G G G G EXISTING-24' - EXISTING CULVERT -�-G r SEWER MAIN `WATER MAIN SEE SHEET C2.1 - - - -STRIPING - - - - ,- ;-PEDESTRIAN SIGNAGE- w x v IL - -SEE SHEET C5.0 - - IMPROVEMENTS, - - -SEE SHEETS C6.3 - z STREET LIGHTING m S S----- , c 8" SEWER MAIN , _ S - ---- ---- --------- -- -- -----Q �_�s- �V---------------- SEE SHEETS WIDENING C2.2 b - - _ '�- SEE SHEETS E7-E12 &C6.I -- -BY OTHERS (N.I.C.)--- �� - - - - - - ---- - x VENUE ® LI w - cS19THA - o ROW N N'ICC' J 6' WIDE CONCRETE SIDEWALK �� �� z Ni 1` NTA / 0 / mN �__ __�_ -EAST FORK OF THE ----- \ q GRACEBIBLE 11 % g P --- y - - - -- `FUTURE PEDESTRIAN_ _ _EAST CATRON CREEK LOT CNFIS G. CHURCH �P I\ ® 7 LO IMMEN - _ _ PATHWAY �' -_ _- -� '1 E BENCHMARK I �y auo a I FUTURE ARNOLD '�-- SUB 235 ® SUB 235 STREET IMPROVEMENTS -� HTCDRANTDE I FUTURE NEXUS I I (NOT IN CONTRACT) I (ARROW BOLT) „?OINT I I �I iU FUTURE 2131 I \ \ 4986.28 DRAWN BY: EWR GENERAL NOTES: INSPECTION, TESTING &CERTIFICATION NOTES: REVIEWED BY:CGB 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO MONTANA PUBLIC WORKS STANDARDS, MOOT, AND CURRENT CITY OF PROJECT ENGINEER:CGB BOZEMAN MODIFICATIONS. UNLESS OTHERWISE APPROVED BY THE ENGINEER CONSTRUCTION SHALL BE DONE BETWEEN 8:00 1. CONTRACTOR SHALL NOTIFY CITY OF BOZEMAN PUBLIC WORKS OFFICE AND DESIGN ENGINEER A MINIMUM OF 48 A.M. AND 5:00 P.M., MONDAY THROUGH FRIDAY. HOURS (2 BUSINESS DAY) PRIOR TO START OF CONSTRUCTION. - �3 LEEND DESIGNED BY: CGB 2. CONTRACTOR SHALL PROVIDE FOUR SETS OF REVIEWED MATERIAL SUBMITTALS.TO DESIGN ENGINEER, WITH.INSURANCE 2. COMPACTION TESTING OF SUBGRADE, BASE COURSE AND ASPHALT REQUIRED FOR ALL LIFTS.BY OWNER'S JG1�1 CERTIFICATE AND PERFORMANCE AND PAYMENT BONDS FOR ALL WORK WITHIN THE RIGHT OF WAY 5 BUSINESS DAYS PRIOR REPRESENTATIVE. CONTRACTOR SHALL PROVIDE ACCESS TO INSPECTOR TO COMPLETE THE COMPACTION TESTS. TO THE PRE-CONSTRUCTION CONFERENCE. BONDS TO BE TO THE OWNER. CITY OF BOZEMAN AND MADISON ENGINEERING - ------4770--- INDEX CONTOUR • FOUND MONUMENT AS NOTED SHALL BE NAMED AS ADDITIONAL INSURED. 3. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER A MINIMUM OF 24 HOURS(1 BUSINESS DAY) PRIOR TO THE ------- CONTOUR MINOR (1' INTERVALS) QS SEWER MANHOLE 3. CONTRACTOR SHALL ATTEND AND PARTICIPATE IN A CITY OF BOZEMAN PRE-CONSTRUCTION CONFERENCE. DESIGN ENGINEER REQUIRED INSPECTIONS. _ PROPERTY LINE pd WATER VALVE TO SCHEDULE PRE-CONSTRUCTION CONFERENCE ONCE MATERIAL SUBMITTALS, BONDS AND INSURANCE CERTIFICATES HAVE - SCALE 4. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO ALLOW THE INSPECTOR TIME TO - ROAD RIGHT-OF-WAY ' BEEN SUBMITTED FOR REVIEW. Hr FIRE HYDRANT 0 35 70 140 COMPLETE COMPACTION TESTING. CONTRACTOR SHALL NOT COVER ANY LIFT PRIOR TO COMPACTION TESTING BY - - - - ADJOINING PROPERTY a, POWER POLE 4. CONTRACTOR SHALL APPLY FOR AND PROCURE STREET CUT PERMIT IF NECESSARY. INSPECTOR. LIFTS NOT TESTED WILL NOT BE CERTIFIED BY THE DESIGN ENGINEER OR ACCEPTED BY THE CITY - EASEMENT LINE LIGHT POLE 1"-70' 5. NO PIPE, VALVES, BENDS, ETC. SHALL BE BURIED PRIOR TO INSPECTION BY DESIGN ENGINEER. -x x- 5. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES WHERE NEW FACILITIES CROSS OR FENCE Q STORMDRAIN MANHOLE CONNECT. CONTRACTOR SHALL BE RESPONSIBLE FOR EXPOSING POTENTIAL UTILITY CONFLICTS FAR ENOUGH AHEAD OF - DATUM �I .CONSTRUCTION TO MAKE NECESSARY GRADE MODIFICATIONS WITHOUT DELAYING THE WORK. ALL UTILITY CROSSINGS SHALL BE 6. PRESSURE, VELOCITY FLUSH, AND BAC-T TESTS ARE REQUIRED FOR ALL WATER MAIN IMPROVEMENTS AND/OR w WATER MAIN ® CURB INLET NAVD88 POTHOLED AS ONECESSARY PRIOR TO EXCAVATING OR BORING TO ALLOW THE CONTRACTOR TO PREVENT GRADE OR MODIFICATIONS. ALL TESTS SHALL BE PERFORMED BY THE CONTRACTOR AND WITNESSED BY THE DESIGN S SEWER MAIN TREE DECIDUOUS ENGINEER.CITY OF BOZEMAN SHALL OPERATE ALL VALVES. ALIGNMENT CONFLICT so STORM DRAIN - 7. ALL SANITARY SEWER MAIN SHALL BE LAID STRAIGHT GRADED BETWEEN BEGINNING AND END INVERTS. NO - NEW PAVEMENT F1 � 6. GROUNDWATER IS SHALLOW ON THIS SITE. DE-WATERING WILL LIKELY BE REQUIRED FOR EXCAVATIONS OVER FIVE FEET IN BENDING,SWEEPING, OR DEFLECTIONS ARE ALLOWED. OP OVERHEAD POWER �I DEPTH FROM CENTERLINE ROADWAY. CONTRACTOR SHALL PREPARE, SUBMIT AND PROCURE A DISCHARGE PERMIT FOR TEL OVERHEAD TELEPHONE DE-WATERING ACTIVITY PRIOR TO THE INSTALLATION OF THE WELLS. 8. CONTRACTOR SHALL FLUSH AND CLEAN ALL SEWER PIPE AND REMOVE ALL FOREIGN MATERIAL, IF NECESSARY, AS A RESULT OF CONSTRUCTION ACTIVITIES. UNDERGROUND GAS LINE 7. AT LEAST 2BUT NOT MORE THAN 10 BUSINESS DAYS BEFORE BEGINNING ANY EXCAVATION, THE CONTRACTOR SHALL, - ROAD CENTERLINE ACCORDING TO MCA 69-4-501, NOTIFY ALL OWNERS OF UNDERGROUND FACILITIES AND COORDINATE THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES. THE INFORMATION SHOWN OR INDICATED IN THE CONTRACT DOCUMENTS WITH g, CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED FOR TESTING ALL UTILITY CURB & GUTTER (� (S� COST OF ALL INITIAL AND RETESTING SHALL RESPECT TO EXISTING UNDERGROUND FACILITIES IS BASED ON INFORMATION AND DATA OBTAINED FROM THE OWNERS OF THE PIPING IN ACCORDANCE WITH CITY CONSTRUCTION SPECIFICATIONS. EDGE OF PAVEMENT N FACILITIES WITHOUT FIELD EXPLORATION, AND AS SUCH, OWNER AND ENGINEER ARE NOT RESPONSIBLE FOR THE ACCURACY BE BORNE BY THE CONTRACTOR. ------ (91 OR COMPLETENESS OF SUCH INFORMATION OR DATA. - - EDGE GRAVEL rr� - CONCRETE E PAD/SIDEWALK � 8. CONTRACTORS SHALL COMPLY WITH AND INSTALL ALL NECESSARY EROSION CONTROL DEVICES AS OUTLINED IN THE APPROVED GRADING. PAVING & DRAINAGE - DEQ STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND CITY OF BOZEMAN STORM WATER MANAGEMENT PERMIT(IF 1. UNLESS OTHERWISE NOTED,ALL GRADING, ROCKING AND PAVING SHALL CONFORM TO MONTANA PUBLIC WORKS APPLICABLE).. STANDARD SPECIFICATIONS,MOST CURRENT ADOPTED EDITION, WITH CITY OF BOZEMAN MODIFICATIONS. CURBS& SIDEWALKS ►-1 9. CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING CONSTRUCTION ACTIVITIES TO INSURE THAT PUBLIC AND PRIVATE2. CLEAR AND GRUB WITHIN WORK LIMITS SHOWN ON THE DRAWINGS ALL SURFACE.VEGETATION, TREES, STUMPS, 1. UNLESS OTHERWISE SHOWN OR INDICATED ON THE DRAWINGS, 6-INCHES NOMINAL CURB EXPOSURE SHALL BE FOR ALL (®� STREETS AND PARKING LOTS ARE KEPT CLEAN OF MUD, DUST OR DEBRIS. DUST ABATEMENT SHALL BE MAINTAINED BY BRUSH, ROOTS, ETC. STRIP WORK LIMITS, REMOVING ALL ORGANIC MATTER WHICH CANNOT BE COMPACTED INTO CURBING. ADEQUATE WATERING OF THE SITE BY THE CONTRACTOR.TO SUBSTANTIALLY LIMIT DUST FROM THE CONSTRUCTION SITE. F� UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR ALLOW CONSTRUCTION DEBRIS. MUD OR GRAVELS TO BE LEFT ON THE A STABLE MASS. POSED OF AND DEBRIS ASSOCIATED WITH CLEARING, STRIPPING OR GRADING SHALL BE ,,pp STREETS OVER NIGHT. REMOVED AND DISPOSED OF OFF-SITE. 2. CONTRACTOR SHALL CONSTRUCT HANDICAP ACCESS RAMPS AND SIGNAGE IN ACCORDANCE WITH CURRENT ADA AND LOCAL V REQUIREMENTS. 10. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED FOR TESTING ALL.UTILITY PIPING IN 3. FOLLOWING STRIPPING OPERATIONS, SUBGRADE SHALL BE COMPACTED PER GEOTECHNICAL REPORT ACCORDANCE WITH CITY CONSTRUCTION SPECIFICATIONS. COST OF ALL TESTING SHALL BE BORNE BY THE CONTRACTOR. SPECIFICATIONS. IF NO REPORT IS AVAILABLE SUBGRADE SHALL BE COMPACTED TO 95%OF THE MAXIMUM DRY 3. SIDEWALKS SHALL BE A MINIMUM OF 6-INCHES THICK ALL SIDEWALKS SHALL BE CONSTRUCTED USING 4,000 PSI INSPECTOR SHALL BE ON SITE TO WITNESS ALL TESTING. CONTRACTOR SHALL NOTIFY INSPECTOR AND CITY OF BOZEMAN DENSITY AT PLUS OR MINUS 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT PER ASTM D-698 TEST CONCRETE. ENGINEERING DEPARTMENT A MINIMUM OF 24 HOURS (1 BUSINESS DAY) PRIOR TO TESTING. METHOD (STANDARD PROCTOR). - 4. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ENGINEER TO ASSURE CONCRETE TESTING IS COMPLETED IN 11. NO TRENCHES IN ROADS OR DRIVEWAYS SHALL BE LEFT IN AN OPEN CONDITION OVERNIGHT. ALL SUCH TRENCHES SHALL BE PLATED OR BACKFILLED, COMPACTED AND CLOSED BEFORE THE END OF EACH WORK DAY AND NORMAL TRAFFIC FLOWS y, SUBGRADE SHALL BE PROOF ROLLED AND SOFT AREAS SHALL BE OVER-EXCAVATED AND REPLACED WITH ACCORDANCE WITH CITY STANDARDS. A MINIMUM OF 24 HOURS NOTICE IS REQUIRED. RESTORED. - STRUCTURAL FILL AS DIRECTED BY OWNER'S REPRESENTATIVE. SUBGRADE MUST BE INSPECTED AND APPROVED BY 5. IRRIGATION SLEEVES TO BE INSTALLED AS REQUIRED BUT AT A MINIMUM OF 250' SPACING. $ THE OWNER'S REPRESENTATIVE PRIOR TO PLACING EMBANKMENTS, ENGINEERED FILLS OR FINE GRADING FOR BASE v ka 12. ALL PAVEMENT CUTS SHALL BE DONE IN SUCH A MANNER.WHICH WILL RESULT IN A CLEAN STRAIGHT/SQUARE EDGE BY SAW. ROCK. a �/ WATER 3 13. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED/REPAIRED TO•PRE-CONSTRUCTION QUALITY. b p 5. ALL FILLS SHALL BE ENGINEERED EXCEPT FOR FILLS LESS THAN 18-INCHES IN DEPTH WHICH ARE LOCATED 1, CITY FORCES TO OPERATE ALL VALVES, INCLUDING FIRE HYDRANTS, ON EXISTING AND PROPOSED PUBLIC MAINS. N PARKING LOTS OR OTHER AREAS TO BE IMPROVED BUILDING PADS, . 14. PRIOR TO PAVING CONTRACTOR SHALL CONTACT DESIGN ENGINEER TO SCHEDULE APRE-PAVING WALK THRU WITH THE CITY. OUTSIDE THE PUBLIC RIGHT-OF-WAY, CONTRACTOR SHALL NOTIFY THE CITY WATER DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO REQUIRING THE OPERATION GENERAL CONTRACTOR AND PAVING CONTRACTOR SHALL ALSO BE PRESENT. ENGINEERED FILLS SHALL BE CONSTRUCTED IN LIFTS NO GREATER THAN 8-INCHES OVER APPROVED SUBGRADE. OF VALVES. H EACH LIFT SHALL BE COMPACTED PER GEOTECHNCIAL REPORT SPECIFICATIONS. IF NO REPORT IS AVAILABLE EACH - PIPE BEDDING AND BACKFILL LIFT SHALL BE COMPACTED TO 95%OF THE MAXIMUM DRY DENSITY AT PLUS OR MINUS 2 PERCENTAGE POINTS m OF OPTIMUM MOISTURE CONTENT PER ASTMD-698 TEST METHOD (STANDARD PROCTOR). 2. CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. 1. ALL PIPES SHALL BE BEDDED WITH MINIMUM 4-INCHES OF TYPE 1 PIPE BEDDING AND BACKFILL WITH THE SAME MATERIAL A - � M C4 MINIMUM OF 6-INCHES OVER THE TOP OF THE PIPE PER CITY OF BOZEMAN STANDARD DETAIL 02221-1. EXISTING UTILITY NOTES d b a Ey 6. SUB BASE AND CRUSHED BASE ROCK SHALL CONFORM TO THE REQUIREMENTS OF SECTION 02234(SUB BASE 2. TRENCH BACKFILL MATERIAL UNDER IMPROVED AREAS SHALL BE PLACED IN 8 TO 12-INCH MAXIMUM LIFTS AND COMPACTED COURSE) AND SECTION 02235(CRUSHED BASE COURSE) MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 1. EXISTING UNDERGROUND INSTALLATIONS& PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST aa° IN ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS. (MPWSS). COMPACT SUB BASE AND CRUSHED BASE ROCK PER GEOTECHNICAL REPORT SPECIFICATIONS. IF NO INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. o A REPORT IS AVAILABLE COMPACT TO 95%OF THE MAXIMUM DRY DENSITY AT PLUS OR MINUS 2 PERCENTAGE SERVICE LINES (WATER, POWER, GAS,STORM,SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS i /P\ POINTS OF OPTIMUM MOISTURE CONTENT PER ASTM D-698 TEST METHOD (STANDARD PROCTOR). INDICATED ON THE PLANS. STATE LAW REQUIRES CONTACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR TRAFFIC CONTROL © EXACT LOCATIONS. 7. A.C. PAVEMENT SHALL CONFORM TO SECTION 02510(ASPHALT CONCRETE PAVEMENT) MPWSS FOR TYPE MIX PG ®-E 1. CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL A TRAFFIC CONTROL PLAN TO THE DESIGN ENGINEER 12 WORKING 2. EXISTING UTILITY DEPTHS ARE BASED ON BEST AVAILABLE KNOWLEDGE, CONTRACTOR TO VERIFY DEPTH OF EXISTING om DAYS PRIOR TO THE PRE-CONSTRUCTION CONFERENCE. CONTRACTOR SHALLREFERENCE THE MUTCD AND THE MDT TRAFFIC 58 28. A.C. PAVEMENT SHALL BE COMPACTED PER GEOTECHNICAL REPORT SPECIFICATIONS. IF NO REPORT IS UTILITIES PRIOR TO CONSTRUCTION. IF CONFLICTS EXIST CONTACT DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO RESOLVE CONTROL AND PROTECTION STANDARD DETAIL DRAWINGS IN.DEVELOPMENT OF THE TRAFFIC CONTROL PLAN. ALL TRAFFIC AVAILABLE COMPACT A.C. PAVEMENT TO AN AVERAGE OF 93%WITH NO LEST BELOW 92%OF THE THEORETICAL CONFLICT WIIHDUT CREATING DELAY IN CONSTRUCTION b CONTROL MEASURES SHALL BE APPROVED AND IN PLACE.PRIOR TO ANY CONSTRUCTION ACTIVITY WITHIN THE RIGHT OF WAY. MAXIMUM RICE SPECIFIC GRAVIT Y. F THE CONTRACTOR SHALL PROVIDE THE CITY ENGINEERING DEPARTMENT, MONTANA DEPARTMENT OF TRANSPORTATION, AND STORM DRAIN m EMERGENCY SERVICES(FIRE AND POLICE DEPARTMENT) A SCHEDULE AND NOTIFICATION AT LEAST 48 HOURS PRIOR TO 8. A.C. PAVEMENT SHALL BE CHIP SEALED IN ACCORDANCE WITH THE MDT STANDARDS. APPROVED CLOSURE OF ANY ROADWAY. 1. ALL STORM DRAINPIPE SHALL BE LAID STRAIGHT GRA ED BETWEEN BEGINNING AND END INVERTS. NO BENDING, SWEEPING v 9. UNLESS OTHERWISE SHOWN ON THE DRAWINGS,STRAIGHT GRADES SHALL BE RUN BETWEEN ALL FINISH GRADE ORDEFLECTIONS-ARE ALLOWED. 2. CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, AND TRAFFIC CONES PER PER THE APPROVED ELEVATIONS AND/OR FINISH CONTOUR LINES SHOWN. TRAFFIC CONTROL PLAN. IF REQUIRED, TRAFFIC SHALL BE DIRECTED IN ACCORDANCE WITH THE MDTFLAGGERS HANDBOOK. 2. CONTRACTOR SHALL FLUSH AND CLEAN ALL STORM DRAIN PIPE AND REMOVE ALL FOREIGN MATERIAL, IF NECESSARY, AS A SHEET 3. IT IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN AND ADJUST THE TRAFFIC CONTROL DEVICES TO MAINTAIN A SAFE 10. ALL EXISTING OR CONSTRUCTED MANHOLES, CLEANOUTS, MONUMENTS, GAS VALVES, WATER VALVES AND SIMILAR RESULT OF CONSTRUCTION ACTIVITIES. - . STRUCTURES SHALL BE ADJUSTED TO MATCH FINISH GRADE OF THE PAVEMENT, SIDEWALK, OR LANDSCAPED AREA Co.I ENVIRONMENT FOR THE CONSTRUCTION WORKERS AS WELL AS THE GENERAL PUBLIC. WHEREIN THEY LIE. _ 19TH WIDENING 11. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, NO CUT OR FILL SLOPES SHALL BE CONSTRUCTED STEEPER THAN m GENERALNOTES 4H:1 V. o AS B_AARIIILJIJIILJIIIs i PROJECT: 18-127 12. ALL BOULEVARDS SHALL BE FINISHED GRADED TO 6-INCHES BELOW TOP OF SIDEWALK TO ALLOW FOR THE DATE: NOVEMBER 2019 PLACEMENT OF 6-INCHES OF TOP SOIL N N N • \ \ 0 ® a © �` G� ° � © q �� 0 0 MINOR SUB 235 d =j�z. EAST FORK OF PROPERTY LINE �' o c� ` 0 0 0 o p © � , EAST CATRON CREEK LOT EXT'G WATERCOURSE NEW DELINEATED 30' SETBACK TO REMAIN 3 WETLAND BOUNDARY - - 0.'i EXT'G FETS & RIP RAP TO BE REMOVED \ -- -__ _ �' -- _ EXT'G ONE UTILITY ND I SCALE /�� S7 \ AND DISPOSED OFFSITE. \ __ EXT'G OVERHEAD - _ EXT'G_ROW TELEPHONE UTILITY Jun m STA 4+41.59, 13.209 LT 0 15 30 60 POWER TO REMAIN 20' ,,," _dH^ - .wn d svo END 8" WHITE STRIPING a ❑ .ate dH p rEL TELL L L iEL - STA 0+63.39, 5.82 LT, ki0--�-.dHn .iun dll0_ �Ii:L--�..,� - �Fi`��-'_-�" TEL �L-- EL --= TEL L TEL TEL - --1" STA 8+00.00, 12.416 LT -rE W Ho dH3^ � dH dF17.72 LT, 30.07 LT �- --}E�- _�-E�---,---TEL I=-TEL �.-- TO BE REMOVED- TEL .; EXISTING SIGN TO B 1"'30' START B" WHITE 391 9� - } REMOVED AND DISPOSED 1 ��} F' ��}= END 8" WHITE STRIPING= 9�}= CC, - ��}_ 9�`=9�} 93} 95} 9�1- 9�} T�} ---- 1 TO BE REMOVED STRIPING TO BE = 93} EXT'G WHITE- OFFSITE Z L) o REMOVED THERMOPLASTIC T - - - - -- - -- - EXTG WHITE --TO BE REMOVED - I - - - EXT'G EDGE T 7 EXISTING CULVERT 36 LF TO PLASTIC EXT'G WHITE _-THERMOPLASTIC OF PAVEMENT STA) 5+99.93, 9.802 RT ND 4 w w BE REMOVED AND STA 8+00.00, 1.366 LT r EXISTING EXT BAR TO REMOVED 2,V' WHITE STOP�I <� TOEBEO EMOVED _ __ --- --- --TO BE REMOVED - - - _� - - DISPOSED OFFSITE S19TH AVE�E00 TORE REMOVED YELLO+00 E--TO UBEL REMO ED- - w w ABANDONED I m m m Lo CULVERT TO REMAIN 0+000-- -I--I--- —- +00-- _r -�00�— —3+0— —-— I a 43 LF __ 4_+00 5+00 -n_= - -� �_,� �- -�-J4 �a", d EXTG WHITE CHEVRONS TO BE _ _ EXTG 8' WHITE EXT'G WHITE _ _ THERMOPLASTIC TO REMAIN EXT'G WHITE REMOVED - - - - - - I - - - - -THERMOPLASTIC TO REMAIN \ - - - - -THERMOPLASTIC TO REMAIN-- - - - - - � EXTG 24" YELLOW i i flll \ STA 4+55.18, 9.682 RT 0P27 LASTF (TYP) TO ------ ----1 �®d' b , TOT REMAIN WHITE DASHED LINE - TOABE REMOVED YELLOW- 131-_EXT'G 4" WHITEi1 131 REMAIN — n31— n3 END 4" .0, 11 082 RT r curse°i �� 31 131 131-- 131 131-- 31-- 131 131 13' EXT'G 4 DOUBLE YELLOW TO REMAIN TO BE REMOVED azs re TO REMAIN STA 4+23.05, 1.721 LT o \ - - - -� EXTG WHITE END 8"WHITE STRIPING THERMOPLASTIC TO REMAIN TO BE REMOVED MINOR SUB494 1 own LOT -- Q ---- DRAWN BY: EWR REVIEWED BY:CGS ---�-� - m PROJECT ENGINEER:CGB 'PROPERTY LINE � I � MINOR SUB 235 ® � � � � � �I �• EXTG WATERCOURSE DESIGNED BY: CGB NEW DELINEATED SETBACK EXT'G CULVERT WETLAND BOUNDARY LOT EXT'G POWER POLE TO BE REMOVED. - TO BE RELOCATED --- - EXT'G OVERHEAD - - BY OTHERS(N.I.C) �, POWER TO REMAIN �' ____ EXTG ROW EXTG 18" CMP CULVERTS 46.5 LF& \ BETR REMOVED TO 20' EM D EXT'G UNDERGROUND � '--- 46 LF TO BE REMOVED AND ___ I �, TELEPHONE UTILITY _ ANDDISPOSED --�c------ TO REMAIN i/ Z77 EXTG OVER HEAD-�O _r =��yyp DISPOSED OFF SITE - �� ER _BHP —OHP -^ -rL n T - TEL TE4 =iEL TEL TEL- TEL _ — OFFSTE TIC_. _EL_POWER (TYP) —4EL EL TEL TEL —TEL —TEL rEL T L BACKFlLL AND COMPACT WITH tri9k thk32 TE "C'-� T' --rEL r EXT'G EDGE OF PAVEMENT _STRUCTURAL FILL. T■ TEL T - 'cL TE EXTG ROW STA 16+00.00, 13.08 RT END 8" WHITE12.42 RT TO BE REMOVED.EXTG CULVERT EXTG 24" YELLOW 0IETO REMAIN THEROOREMAIN r66YLF-i - j- -ED. - - --- - - FbA��I -- --- 11+00 - - - �-+ 13 00 14 00 15+00 16 i 9+00 17_+00 00 $ 10+00 --- b STA 16+00.00, 1.50 RT END 4" DOUBLE YELLOW k� u STA 8+00.00, 1.37 LT S19THAVENUE TO BE REMOVED Ey STA 13+65.05, 9.70 RT $ START 4" DOUBLE YELLOW $ $ $- H TO BE REMOVED. END 4" DOUBLE YELLOW r� TO BE REMOVED STA 8+00.00, 11.08 RT _ _ W " % O START 4" DOUBLE YELLOW TE�EXT'G 24" YELLOW —rEL -- EL —rEL I EXTG 4" DOUBLE YELLOW w "' EDGE OF EXTG PAVEMENT TO REMAIN-T TO BE REMOVED. THERMOPLASTIC (TYP) EXT'G POWER & POLE TO REMAIN-TEL TEL TEL —TEL TEL EL — TO BE REMOVED 224 LF TO BE REMOVED, x - - x --it---- - x x -- — EXT'G MERGE ARROWS BY OTHERS (N.I.C) WHITIE TO REMAIN 1 EXT'GTO"REMA N ', MINOR SUB ® b I - - - - - - -- - LOT2 MINOR SUB 494 LOT 4 f - - �✓ ' E EXTG EASEMENT yl EXT'G OVERHEAD POWER (TYP) SECTION23,RANGE TO REMAIN to EXT'G ROW i _ tz EXT'G ROW - _ OP �P �P —OP. _OP� OP= .STA 19+81.99, 6.74 LT - END PC 4" DOUBLE YELLOW TO STA 18+68.01, 14.97 RT BE REMOVED= b C STA 16+00.00, 13.06 RT NOTES: ��,,gg N zlSTART S" WHITE TO END 8" WHITE TO STA 19+81.45, 3.66 RT I� W BE REMOVED BE REMOVED 4 END PC 4" DOUBLE YELLOW TO 1. ALL PAVEMENT MARKINGS SHALL CONFORM WITH CITY OF BOZEMAN _ _ BE REMOVED STANDARDS AND MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES _ r1 PAVEMENT ___ _ _ _ (MUTCD) STANDARDS. 00 - _17+00— -- - _-18+00-- �_ 19+00 __ 20 00 2017_ 2• ALL TRANSVERSE MARKINGS, WORDS, SYMBOLS AND MARKINGS 8" OR LARGER SHALL BE INLAID THERMOPLASTIC. EXTG 4" DOUBLE 319THAVENUE STA 16+00.00, 1.50 LT YELLOW TO REMAIN STA 19+26.85, 6.11 RT 3. ALL LONGITUDINAL MARKINGS LESS THAN 8" SHALL BE EPDXY. [Uy START 4" DOUBLE YELLOW TO START PC 4" DOUBLE YELLOW TO _EXT'G STRIPING �o S BE REMOVED S - BE REMOVED S S �0 REMAIN S 4. SOLID STRIPING LINES TO REMAIN. DASHED STRIPING LINES TO BE Q REMOVED. SEE SHEET C5.0 SIGNAGE AND STRIPING. �q Z N EXTG STRIPING TO REMAIN ® U G W G UT UT UT UT UT UT UT G w G G w G G W w - w UT UT UT- EXTG EDGE x_ _ 0-4F" x x x.--x r-- OF PAVEMENT TO REMAIN:' MINOR SUB - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - LOT g SHEET CIA 19TH WIDENING m EX SITE/DEMO SOUTH 19TH AVENUE PROFILE HORZ. SCALE: 1" = 30' PROJECT: 18-127 VERT. SCALE: 1" = 6' IEIiJI DATE: APRIL 2019 I 1 o W N N III I STA 0+16.31, 150.17 LT' \� `� 1 1 _ �_ -�- �'-�- \ o N ! I SAWCUT EXTG CURB f3.6' FROM END OF CURB CONNECT TO EXTG -f CURB TBC ±4984.02 1 p / o � }o 1 1 IEXT'G HYD.. C� C/ m I 1 ADJUST BURY LINE ELEVA 1 N�\ \ v C \ \ _ / - - -Q_ z It I EXTG LIGHTING - "- STA 0+1 fi.45, 7fi.42 LT -EAST FORK OF THE SCALE I5^ .;.. `y ` i- - \ © - \ - - G'�-® s--.- - �©.. EAST CATRON CREEK'.- A III O PT TBC t4984.38 (HIGH PT) ` \ \� _ r \tea cam- _ 0 15 30 EXTG 9\' PVC \. ���' s e \ NEW DELINEATED "- ©moo C,�o o z � \ � � �. I'SEE SHT. C6.3 FOR SIDEWALK ( ` 1 �- � � - - 3 I & ADA PAVEMENT DETAIL \ \ EXTG OVERHEAD POWER WETLAND BOUNDARY ` l WATER COURSE SETBACK 1 - '� EXTG EASEMENT 1"=30' CULVERT tl "' , "' \ll �\ TO REMAIN (TYP) 130' p TO BE EXTENDED 4' SQ LEVEL LANDING FOR \ -- _ __� -�_�=�s___�,�TO EXTENDED ACCESSIBLE PEDESTRIAN SIGNAL__ - -��-_�__�-=r- _ \_ ���------yyr���---_ ------ _ ROW -IFi 1 ® cmn c� h 6 _ - ' WIDE SIDEWALK, 6" THICK - - - -- - -H STA 0+75.27, 70.57 LT' \ � y-� - - - dHll ,:- dHo s. dH 15" EQUIV. ARCH PVC (CULVERT 11) . .t - .. •: >'.' - _ _ - - -- _ 'CURB &"i."_ i.. •, CURB GUTTER Y+/ �r STRIPING.PLAN 9 o � R 33 LF INCL. .85,EFS & RIP RAP '�'�'-�'-LUMINAIRE --� GUTTER j \ -- --�__ ____ �__�_ - - - SEE SHT. C5.0 - - m W -EXTG SIDEWALK L_ INV OUT 4978.6§ S=.r.2+4� SEE LIGHTING DESIGN SHTS../� = - - __- - = -� _ - v� m & A RAMPS 2 _ - _ 4978.69 \ EXTG ABANDONED CULVERT TO REMAIN -� SAWCUT LINE, TACK COAT ALL _STA 0+60.62, 45.78 LT PREPARED SURFACES PRIOR TO PAVING ROADWAY CENTERLINE INSTALL HANDICAP RAMP 48" DIA. SDMH#1 \ - S19TH AVENUE EXTG EDGE OF \ 8 & ADA PANELS, EXTEND EXTG 15" PVC PIPE TO MH C -=STRIPING PLAN 4+p 82• \ 5+00 \ PAVEMENT 6+00 -- 7+0�0 aN 0+00 INV THRU = "^�^^'4979.16 2+00�' SEE SHT. C5.0 3 j00 -_ 1 H -� -I- I- `\ / \\ q -(FIELD VERIFY EXTG PIPE INVERTS BEFORE / f _TBC TO TBC \\ CHRIS G. EXTG 12" CONSTRUCTION) / G EXTG SSMH RIM * uo EXTG 1M SANITARY -- E: WATER MAIN =RIM ELEV. 4983.21 '-SEWER MAIN / / ® � / _ � �'I STRIPING PLAN �g / � N..' n. ers PE a /£ STA 0+50.59, 41.00 LT / EXTG 24" -hgb"' EXTG CURB J hg -�--SEE SHT. C5.0 SEE SHEET C6.4 WATER MAIN - -S $�` S g'I5�1 XT'G LUMINAIRE TYP S�'"ExsEa FOR ADA DETAIL S PT TBC t4983.29 -S -- AND GUTTER �g EXT'G HYD. 4 ( ) 4983 w 4g w w w w �-• w - -w - V EXTG SIDEWALK-w- -G=--= _ /m__& ADA RAMPS -a- DRAWN BY: EWR �ROW REVIEWED BY:CGB EXTG SIDEWALK PROJECT ENGINEER:CGB EXTG SIDEWALK EXTG CULVERT DESIGNED BY: CGB - ----------- & ADA RAMP - EXT'G WETLAND I ' EXTG CONDUIT - _ - - - - - - - - - - - - - - �-SETBACK (TYP-) - - - - - - - - - - - - - - NOTES: 1. EXISTING UG INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE Z TO ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION- SERVICES LINES (WATER, POWER, SOUTH 19TH AVENUE PLAN 112254 GAS, STORM, SEWER, TELEPHONE & TV) MAYNOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. 44 HORZ. SCALE: 1" = 30' 2. POTHOLE & VERIFY LOCATION & ELEVATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. IF CONFLICT IS FOUND CONTACT.DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO MODIFY DESIGN WITHOUT DELAYING SCHEDULE. P 3. INSTALL IRRIGATION SLEEVES UNDER SIDEWALK AS REQUIRED BUT AT A.MINIMUM SPACING OF 250'. b 4. MAINTAIN 1'SEPARATION BETWEEN EDGE OF SIDEWALK AND XT'G POWER POLES. k� W 4990 4990 STA 0+00.00 MATCH EXTG EDGE- F10 4 PAVEMENT EL 4983.48 STA 0+60.62 48' DIA SDMH#1 a INV. THRU-4=49i9zr - 4979.16 EXTG GRADE AT ROADWAY o _ - FINISHED GRADE AT TBC ELEVATION 0 + 4980 - - - 4980 m STA 0+50.D8 , G 15" PVC INV. ,.�3r 4979.17 STA0+75.27 1 S=t1.89%_ EXTEND EXTG 15" PVC PIPE 15" EQUIV. ARCH PVC PIPE. TO STORM MH 33 LF, S-=� 1.42% FLARED END SECTION & RIP RAP INV. '^�.r 4978.69 4970 4970 F 4960 4960 � � 14 x f� b d `® z � 4950 H 4950 z H0�� EXTG GRADE AT ROADWAY 8 FINISHED GRADE AT TBC ELEVATION ® U••••••iiii 4945 4945 (~ m 00 Nm O m MN mM N N �O N rn Nm d'O 0m OM NN I'<OO rn O r N sh r N O m M rn r N O m N m 4D O O�M O.(0 m rn rn N O N m t0 O O M00 d'M M M M IN �O O rn rn rn mN m n n[O Ot0 V)m Nd- mod- �M mm mm mm mm Com mCo CIO rn nn nn rr rr nn nr nn rr rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn � 0+00 1+00 2+00 - 3+00 4+00 5+00 6+00 7+00 o - SHEET C2"® SOUTH 19TH AVENUE PROFILE HORZ. SCALE: 1" = 30' 19TH WIDENING VERT. SCALE: 1" = 6' ROADWAY -12 AS�BUILT PROJECT: L 2019DATE: APRIL 2019 i 0 0,- N N N 0 00 6° PVC SANITARYARNOLD STREET PROPERTY LINE , SEWER MAIN (N.I.C) I '.,. (FUTURE) NEW ELINEATED p- - J p c © I - w"^� .STA 12+67.36, 65.25 LT J EAST CATRONFCREEK / / J PROPOSED TRAIL(N.LC.) 1 r J © AND BOUNDARY d 4 J I .r r- I � - CR / ' w 1EXT'G CULVERT f � ` ® Ca � / I SCALE r REMOVED _ � 4 - PT TBC 4964.85 _ Lu _ -- ---1` — / SA 13+02.42, 66.69 LT 30' <5�1— o rn - PC THC 4964.44 , \ z w o - o© -� I ~ / 1 ! �I •I ` WATERCOURSE SE o o `, �- Y ` \ ^ R25' \ L BACK m POWER TO REMAIN (TMPj �- --- ® --� -� SEE SIDEWALK C6.3 FOR SIDEWALK N �t /t\ �^ __._~ > ! 1 1 & ADA PAVEMENT DETAIL (TYP) �IucK ( _.. X — �' - - -- GUTTER TYf' _ 20 EXTG ROW 6' WIDE SIDEWALK.�- -NDSCAPE TREE ---6' CONCRETE VALLEY, 1 -'. _ - - LA I EWALK. _.. I'U:t ,w cu i II I:' -"- ^^...." _._ --- .=, - - ,!•. .. _,r I;. , �!i - STA 13+25.86. 41.00 LT >. •,.I e' �IIIIII K D .-.,•.I L. - -'•:TE• .•.:,. i !,, _ _ _ _. t - -n�. - I�� PT TBC 4963.66 e'r-+�_!. a tt" `;I WI-R MAIN - .r "- --,- ': / J.,_ �8 __ - !!! �DPa5 PVC , I UMINAIRE - vI� I'25' �� ! - - - EXTG Eow , ,• !.. N SEPARnn >uI;MIIrA1_ Q'I z Nri •a+ LIGHTING DESIGN SHTS. ' - �JEX _ F i� I � I� _ — - t -STA 12+41.47, 40.98 LT \-PC TBC 4964.89 STRIPING PLAN a GVIV -SEE SHT. C5.0- - - ROADWAY CENTERLINE 1 1 14+00 15+00 \ �I $T 'NG f AN \ 111 00 12+00 �_ - 13+OD I --y----c---m, .,,-;-1 - ----�� (y ^V SEE SET. CS.D - 1G+DG —�.�I' I�� --r—I •\\QG9+00 _ 62' __ LITBC TO TBC —I r PA Q STA 12+78.5B OTH S) �� �\ =EXYG 1 B ND CULVERTEXTG EDGE OF PAVEMENT 48" SSMH#4 (BY OTHERS) / TO BE ABANDON IN PLACE. / /PREPARED SURFACES PRIOR TO EXTG 18" SANITARY COORDINATE THE INSTALLATION 6h / 60PAVING i EXTG STRIPING, WITH THE NEXUS POINT PROJECT. 49 S19TH.AVENUEg Ag'IZ L �gl SEWER MAIN SEE SHT. C5.0 $ $-0`1' S S THERE WILL BE NO STREET CUTS EXTG OVER HEAD S S / dg69 / ��� AFTER S 19TH IS WIDENED. DRAWN BY: EWR POWER (TYP) i EXTG SSMH RIM_ i -4958' M M M-EXTG SSMH RIM M11- Fr- rA — AO. 'M �OM -� GM - REVIEWED BY:CGB _ - -EXTG LUMINAIRE EXTG STRIPING L EL EL TEL -� ^EXT'G DGE OF PAVEMENT TEL L r�% SEE SHT. C5:0— - - -- —TEL\C-TEL TEL TEL PROJECT ENGINEER:CGB c, —�I _ _(TYP) II TEL —TEL EXTG 18" CMP —TEL EXTG 24 WATER MAIN- ^�•� — H EXTG HYD. x —x DISCHARGE ------ 0 x — DESIGNED BY: CGB EXTG CURB INV. OUT±49581.30 O 9 Icn AND GUTTER " EXT'G CULVERT EXYG ROW EXTG FENCE (TYP) 0 O O 0 EXTG CULVERT 0 0 0 0 ' L — — — — — — — — — — — — \1 7 EXTG SIDEWALK (\ _\�------ �II EXYG RETENTION POND NOTES: 44 SOUTH 19TH AVENUE PLAN 1. EXISTING UG INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICES LINES (WATER, POWER, HORZ. SCALE: 1" = 30' GAS, STORM, SEWER, TELEPHONE & TV) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. PH Ems" 2. POTHOLE & VERIFY LOCATION & ELEVATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. IF CONFLICT IS FOUND b CONTACT DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO MODIFY DESIGN WITHOUT DELAYING SCHEDULE. 3. INSTALL IRRIGATION SLEEVES UNDER SIDEWALK AS REQUIRED BUT AT A MINIMUM SPACING OF 250'. " 4. COORDINATE THE INSTALLATION OF THE SEWER INFRASTRUCTURE WITH THE NEXUS'!POINT PROJECT. THERE WILL BE NO STREET CUTS AFTER SOUTH 19TH AVENUE IS WIDENED.Q b 5. MAINTAIN 1' SEPARATION BETWEEN EDGE OF SIDEWALK AND EXTG POWER POLES.I �1 4980 4960 EXTG GRADE AT ROADWAY �. FINISHED GRADE AT TBC ELEVATION N 4970 S=t 1.89% 4970 00 STA 12+41.47 PC TBC EL 4964.89 ARNOLD F _ STREET STA 13+25.86 M TBC EL 4963.66 a N F7W 3 P4 C� 4960 S=f0.70% _ 4960 Imp N STA 12+78.58 Z 00 48" SSMH#4 (BY OTHERS) 8" SDR35 PVC L= t272 S=1.14% 4950 ® + 0 4950 TO BE IN SEPARATE SUBMITTAL. — — — _ DOEXTG GRADE AT ROADWAY — — — — — — — — — — - - — — — — — — FINISHED GRADE AT TBC ELEVATION F� 4945 4945 M in M n In Q m 00 r O III In O M m a m d•M d'N O I I) O I O m O O N N a s r I t) O N O 10 O N O u t O O O O m O 0 N h MN [V O OO m0 0000 nt` 1` tO In Lo d'Nj In NN O 0m ((pp W Ian n r n r r r to l0 O O 00 t0 t0 t0 10 N 10 ID 10 t0 O O In t0 c0 f0 N m mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm m v� as d•a ad• o-a as av .r.t mod• <o- av a.r a � av a� va SHEET 8+00 9+00 10+00 11+00 12+00 13+00 14+00 1 +00 15 50 C2. 19TH WIDENING SOUTH 19TH AVENUE PROFILE 71 ROADWAY HORZ. SCALE: i" = 30' DATE: AS BUILT � OEECTAPRIL 20198 -127 VERT. SCALE: 1" = 6' u ! I I W N N N N o . O 0 N � EAST FORK OF EAST I \ \ '/I/d�C�©©N CREEK I `` 20 FQ& FETSC&RIP RH PVC #4) \ \ \ \ \ J o 1 INV OUT 4952.9',-4952.91 r S=1,gi%1.50% J \ \ V 1 / I f� J / STA 16+18.76, 48.04 LT \ \ \ WATERCOURSE SET BACK / 0'48= SDMH#3 FIOW CONTROL STRUCTURE \ \ \ / v 18" INV. THRU 4956.24 4953.21 N z z SCALE � F'RIM ELEV. 4957.07 \ \ z 0 0 SEWER TO BE IN , N SEE DETAIL SHEET C6.1 \ g a a 0 15 10 eo SEPARATE SUBMITTAL FOR FLOW CONTROL \ CONSTRUCTION LIMITS. CONSTRUCT NEW 4:1 SLOPE N �' i m DETENTION POND STRUCTURE ELEVATIONS. \� \ FROM EDGE OF PAVEMENT TO EXT'G.. 1 o 0 / i \ GRADE SMOOTH & INSTALL EROSION 1°=so' dPOND BOTTOM ELEV 4952.97 .-- I 18 EQUIV ARCH PVC(CULVERT#3) \ \ CONTROL GERMINATION BLANKET. TOP POND ELEV 4954. 7 rn 5 LF, INV OUT 'ram;-4953.21 WATER TILL SEED IS WELL ESTABLISHED.- ) BERM ELEV 4954.97 S=0.20% ANY DISTURBED AREAS TO BE GRADED `� M m FINISH AND SEED. SAWCUT AND REMOVE EXTG ASPHALT UP END OF SIDEWALK SIGN -� \ SMOOTH AND RE-DRILL SEEDED. SEE SHEET C6.1 DETAIL 4 TO EXTG CURB AND GUTTER. ��`\ REPLACE PAVEMENT& MATCH EXTG o l r 18" EQUIV ARCH PVC STORM DRAIN (CULVERT#5) __7 THICKNESS. TACK COAT AND SEAL ALL JOINTS. z I97 LF& FETS _ COORDINATE WITH GRACE BIBLE CHURCH FOR N M INV OUTS+4952.70 \ -� FUTURE 8" SDR35 �� I S-8.41 E0.52% EXTG ROW -� _ CLOSURE OF DRIVEWAY FOR CONSTRUCTION.. PVC SEWER MAIN \ \ W tz1 \ STA CURB 47, 41.00 LT - _ -1 - _--- - J 9 \ \ EXTG OVERHEAD POWER (TYP) END CURB & GUTTER 'EDGE OF PAVEMENT i '- -- -- - ' J ypr _TBC ±4956.48 - _ = _ - - - �_ EXTG CULVERT (a, OP _ C7 A ^-STA 17+46.00, 35.00 LT - - =�' L'-''L"` - '�=-30:1 TAPER -FUTURE 48".SSMH#2 EXTG EDGE OF -- ` _ - EXT'G ED E OF_ ,� _ _ - - _ PAVEMENT PAVEMEN EXTG DITCH. STA 16+16.90, 41.14 LT ANY DISTURBED AREAS TO BE DOUBLE BC 4115INLET25-1953.R5 - -SIGNS - - - - - ROADWAY CENTERLINE- �-GRADED SMOOTH AND RE-SEEDED. DRAWN BY: EWR TBC 4957.25-_ _ -�EXT'G S NS TO BE INV OUT 4953.22 \ RELOCATED \ 1-9+00 ' 20 00 20+1/7 - - - _ REVIEWED BY:CGS 16+00 17+ 0 18+00 I- 480- -I PROJECT ENGINEER:CGB SEWER TO BE IN l DESIGNED BY: CGB 5HJ STA 16+32.00, 34.79 LT / S19TH AVENUE EXTG EDGE �-FUTURE 48" SSMH#3 SEPARATE SUBMITTAL. / / OF PAVEMENT STRIPING PLAN / / - - - _ = o EXTG 1 SEWER MAIN SANITAR - SEE SHT. C5.0 / S 7i`� T� S �- S -7- S S S S ----o S SAWCUT LINE, TACK COAT4956 ' g95q ' EXTG EDGE EXTG 24" i ' = -EXTG DITCH ALL PREPARED SURFACES EXTG HYD.- - - _ -OF PAVEMENT_ WATER MAIN _7/ PRIOR TO PAVING. ' _ _ M M M M M M M M M M M -- M M M Mom- M- G -G-� G M G M G G G STA 17+44.73, 28.94 RT D7 TES-7T Ty--�T Tom- UT - UT - UT -CONNECT TO EXTG 60" SSMH#1 UTx T -�z UT--�- U UT X_ X UT x UL EXTG ROW J •J EXTG FENCE EXTG EASEMENT b (� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - E. ROADWAY STREET PLAN HORZ. SCALE: 1" = 30' ram, W o 4980 4980 NOTES: 1. EXISTING UG INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO ENGINEER. THE ENGINEER DOES NOT GUARANTEE ACCURACY OF SUCH INFORMATION. SERVICES LINES 0 Pi (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TV) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. FINISHED GRADE AT TBC ELEVATION 2. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. 4970 30:1 TA PER 4970 3. CORE EXTG MANHOLE AND BENCH. VERIFY EXTG INV. OUT PRIOR TO q CONSTRUCTION. STA 16+32.00 a FUTURE 48" SSMH#3 + 0 4. POTHOLE & VERIFY LOCATION & ELEVATION OF EXISTING UTILITIES PRIOR TO STA 16+16.90 CONSTRUCTION. IF CONFLICT IS FOUND CONTACT DESIGN ENGINEER FAR ENOUGH IN DOUBLE CURB INLET a rn ADVANCE TO MODIFY DESIGN WITHOUT DELAYING SCHEDULE. TBC EL f4957.24 STA 16+57.47 .i TBC EL ±4956.48 5. MAINTAIN 6" VERTICAL SEPARATION BETWEEN SEWER MAIN AND STORM SEWER TP F� INSTALL DROP DOWN(CURB MAIN PER C.O.B. STD �o 4960 EXTG GRADE AT ROADWAY q 4960 6. INSTALL IRRIGATION SLEEVES UNDER SIDEWALK AS REQUIRED BUT AT A MINIMUM o y SPACING OF 250'. 3 EDGE OF PAVEMENT END OF PROJECT 7. COORDINATE THE INSTALLATION OF THE SEWER INFRASTRUCTURE WITH THE NEXUS ^� S=f1.89% POINT PROJECT. THERE WILL BE NO STREET CUTS AFTER S 19TH IS WIDENED. pqa op STA 20+16.71 EL 4951.13 rn 18" INV. OUT�953Y6 _ - - _ _ z N � � STA 17+44.73 _ _ 7._ 4953.22 CONNECT TO EXTG 60" SSMH#1 ff�� 4950 �a 4950 8 SDR35 PVC L=f82' 8" SDR35 PVC (IN SEPARATE SUBMITTAL) z �rh LF S=1.14% L=t114' LF S=0.40% `v SEWER TO BE IN W1 - z z SEPARATE SUBMITTAL Q EXTG GRADE AT ROADWAY FINISHED GRADE AT TBC ELEVATION W F-1 ,6r 4940 4940 .0 n o o o o n o o = 0� °O 6 GO 00 no n 0 N 0 N N In ul 10 N m m rn rn rn rn rn rn m rn m rn --a �� a a << < a- a � •r a d 15 50 16+00 17+00 18+00 19+00 20+00 20+30 - SHEET CL-..2 ROADWAY STREET PROFILE HORZ. SCALE: 1" = 30' m 19TH WIDENING VERT. SCALE: 1" = 6' m ROADWAY AS B ILT DATE:E2TAPRIL8 �.J2019 II i i LJ N Q m O O 4990 4990 0 4980 4980 4970 - _a 4970 m z � 4980 - 4980 4970 4970 4960 4960 4970 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 604970 4965 _70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 4965 4955 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 604955 z STA. 3+00 STA. 6+50 .STA. 10+00 g 4990 4990 4980 4980 J 4980 49BO m I _ _ a 4980 - Z7 4980 4970 - 4970 o _ z - 497D 4970 4970 - 4970 4965 4965 4960 4961 NTq -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 CHRIS G. #, STA. 2+50 STA,.6+OD STA. 9+50 a oEs u RE \ H= v 4990 4990 4980 4980 /ppj 4980 - 4980 DRAWN BY:TDS 4980 4980 4970 4970 REVIEWED BY:CGB - - PROJECT ENGINEER:CGB -I- � I 4970 4970 DESIGNED BY: CGB 4970 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 604970 4965 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 604965 4960 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 604960 f ::::::F� STA. 2+00 STA. 5+50 CURB & GUTTER (TYP.) STA. 9+00 4990 4990 4980 COURSE 2TLF1S)ACE 4980 4:1 SIDE SLOPE PAVEMENT SAWCUT 4980 4980 UNLESS NOTED MATCH EXISTING 6' SIDEWALK 12' BOULEVARD OTHERWISE 09 EXISTING ROADWAY F� 4980 _ _ 4980 4970 1- _ 4970- 18" GRAVEL SUBBASE 4970 4970 8" CRUSHED GRAVEL BASE (6" MINUS) COURSE (1-1/2" MINUS) COMPACTED SUBGRADE 4970 _70 -60 -50 _40 -30 _20 -10 0 10 20 30 40 50 604970 4965 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 4965 4960 -70 -60 -50 -40 -30 -20 -0 0 10 20 30 40 50 6049" bC STA. 1+50 STA. 5+00 - STA. 8+50 11��® I 4990 4990 49B0 4980 ® o 49BO VARIES - - - - 4980 4980 4980 4970 _ 4970 4970 4970 - 4970 _70 -60 -50 -40 -30 -20 -10 0- 10 20 30 40 50 604970 4965 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 604965 4960 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 4960 STA. 1+00 _ STA. 4+50 STA, 8+00 4980 4980 4990 4990 49BO _ - 4980 4970 4970 ! C 3 fV 4980 - 4980 4970 4970 4975 4975 4965 4965 4960 1 4960 [, -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 Q STA. 0+50 STA. 4+00 STA. 7+50 Z � z� 1-� p�p 4990 4990 4980 - - - - _ 4980 4980 4980 z Z 8 v 0u 4980 4980 4970 4970 4970 4970 ME11 4975 4975 4965 4965 4965 4965 m -70. -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 STA, 0+00 STA. 3+50 STA 7+00 SHEET Cw3 19TH WIDENING m ROADWAY ROADWAY STREET PROFILE �� ��5��� / PROJECT: L18-127 2019 HORZ. SCALE: 1" = 20' I�IL.JI DATE: APRIL 2019 VERT. SCALE: 1" = 10' / I i W N � O N O 4970 4970 m z � a w 4960 EDGE OF PAVEMENT 4960 � 0 4960 4960 4950 4950 4950 4950 4945 4945 4 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 m STA. 13+50 STA.17+00 4960 4960 END CURB STATION 16+57.47 ( a 4970 4970 4960 BEGIN TAPER 4960 4950 4950 4960 4960 4950 4950 NTAN-9 xni 4955 4955 4945 4945 4940 g9g0 evucsei -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 "O xo.� P � exsco e � STA. 13+00 4:1 SIDE SLOPE STA. 16+50 STA. 20+17 UNLESS NOTED OTHERWISE 5" ASPHALT SURFACE COURSE (2 LIFTS) 4960 496D PAVEMENT SAWCUT DRAWN BY:TDS 4970 4970 4960 MATCH EXTG EXISTING ROADWAY 4960 4 3. " _ EXT'G GRACE REVIEWED BY:CGB BIBLE DRIVEWAY _ _ _ PROJECT ENGINEER:CGB _ ' 8" CRUSHED.GRAVEL BASE / 4950 4950 DESIGNED BY: CGB COURSE (1-1/2" MINUS) 49611 4960 4950 COMPACTED 18" GRAVEL SUBBASE 4950 SUBGRADE (6" MINUS) 4955 4955 4945 4945 4940 4940 -70 -60 -50 -40 -30 -20 -10 0. 10 20 30 40 50 60 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -70 -60 -50 -40 -30 -20 -1]TA.. 0 10 20 30 40 50 60 STA. 12+50 STA. 16+00 19+50 4960 4960 �I 4970 4970 4960 _ _ 4960 /4z/4o 6'-SIDEWALK 12' BOULEVARD — — — 4950 4950 ® ! 1� b 4960 4960 4950 4950 4955 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 604955 4945 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 604945 4940 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 604940 STA. 12+00 STA. 15+50 STA, 19+00 4970 4970 4960 4960 u 4970 4970 VARIES ` _ — 4960 — 4960 4950 \ !4950 4960 4960 4955. -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 604955 4950 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 604950 4940 -70 -60 -50 -40 -30 -20 -101l 0 10 20 30 40 50 604940 STA. 11+50 STA. 15+00 STA. 18+50 4970 4970 4970 4970 4960 4960 P C T CD 4960 — ` 4960 _ 4960 4960 4950 4950 A e4 4955 4955 4950 4950 4945 4945 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 Z L7 Z ,n STA. 11+00 STA. 14+50 STA. 16+00 4970 4970 z O N 4970 _ 4970 4960I 4960 b H 4960 — — — 4960 14 5 w 4960 4960 - 4950 4950 P 4955 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 604955 4950 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 604950 4945 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 604945 SHEET C2.4 STA. 10+50 - STA. 14+00 STA. 17+50 r � 19TH WIDENING ROADWAY ROADWAY STREET PROFILE �° PROJECT: 18-127 HORZ. SCALE: 1" = 20' �S BUI�Y 4 DATE: APRIL 2019 VERT. SCALE: Y = 10' o 0 w N N N ID I STA. 0+40.11, 40.54' LT \ ` WHITE THERMOPLASTIC SYMBOL B" WHITE WHITE THERMOPLASTIC F WORD & SYMBOL > STA. 0+45.1 1, 39.44' LT m 48.6 LF 24" WHITE STOP BAR STA. 4+35.85, 44.00' LT STA. 6+71,62, 18.23' LT Z 3 3 8". WHITE THERMOPLASTIC I - _ - - - -_ _R7_9- - _ - --z---�- END 8" WHITE 3: w w - - - _ TO BE INSTALLED - --- -6' WIDE SIDEWALK, 6" THICK o '� I/ STA. 0+46.71, 30.33' LT _ STA. 6+72.68, 623' LT v Iv START 4"WHITE WHITE THERMOPLASTIC EDGE OF NEW , }'-' END 4" WHITE w r OF - - SYMBOL _ _ - - - - "G - STA. 0+46.11, 18.33' LT- -ASPHALT z w OP OP P WHITE THERMOPLASTIC n Z / -START 8" WHITE WORD AND SYMBOL 10 WHITE DASHED LINE EPDXY 10' LONG, SPACED 15' APART o cv STA.-0+3 2.11, 4 3.9 8' LT - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - $ N c� a B" WHITE 10.68' - - - - - I o z m o Z STA. 0+46.10, 6.33' LT -� START 4" WHITE ., a F .ROADWAY CENTERLINE _ 4 WHITE d STA. 0+46.10, 2.51' LT ♦� _ 12' �• o a 7+00 8+ vi o m 6+ - START 4" WHITE 5+00 - i _2+00 3+00 4+00 - --T I ----- I------- 1- - �- T-TBC TO TBC 3.82' 'f xi STA. 0+46.10, 9.49' RT o U WHITE'ONLY' THERMOPLASTIC WORD` STA. 6+ _ _ _ z 4" DOUBLE YELLOW N ri S19THAVENUE "ONLY" THERMOPLASTIC_ _ _ _ _ STA. 0+40.09, 40.22'-RT - -- - - -WORD TO BE INSTALLED - 0 '�03.70, 2.40' LT i B"WHITE TO BE INSTALLED 4"NINCf-E EXTG 4" DOUBLE YELLOW _ pNTgN STA. 0+32.09, 43.37' RT RE TO REMAIN - - 1 a 477 - 8" WHITE_ LOW. - EXTG 4" WHITE DASHED LINE "ONLY" THERMOPLASTIC WORD GUTTER CURB E _ BUDMI - - TO REMAIN GUTTER TO REMAIN 4° DOUBLE YELLOW - _ TO BE INSTALLED EXTG BIKE LANE ROW EXTG 4" WHITE SYMBOL AND ARROW EXTG SIDEWALK TO REMAIN - afll �PR� TOHREMAIN A _ - DRAWN D EAR STA. 65.34' LT _ - ! "J�/ 65.34' LT REVIEWED BY:RRM ---- ---� - \ R1-1. D3-2 (X2) =- - _ �-- f _i \- \ _- f_ = PROJECT ENGINEER:CGB �- DEAD END DESIGNED BY:RRM 4" WHITE DASHED LINE I (/ 9z E. BARRICADE 10' LONG, SPACED 15' STA. 12+63.08, 130' LT 0 W APART PC 4';WHITE I OM4 3(X3) STA. 75+51.08, 44.00' LT nxnocn sT. 1 0 {; R3-6R, R7-9 PROPERTY LINE 60_ STA. 12+41.51, 44.00' LT Bwaw� Is 4" WHITE DASHED LINE STA. 8+82.44, 44.00' LT R2-1, R3-17, R2-17AP= �- - STA. 13+02.71, 8.52' LT ,- s - _ EXTG ROW 10' LONG, SPACED 15' APART R7-9 - ---� L-- START 4' DOUBLE YELLOW - ----------------- .6' WIDE SIDEWALK.--- �� ------------- � - EXTG ROW �-6" THICK ® a L----1 -� - STA. 13+2588 3214 LT---- -- ---- - _------ -- -- ,.._ STA. 12+43.39, 30.30'. LT a� -Dry nP EDGE OF P nP END 4-" WHITE -- �I START 4" WHITE CP .,P Opo STA. 8+89.91, 6.27' LT '•,_ - rrr��r - y PT 4" DOUBLE WHITE NEW ASPHALT BIKE LANE SYMBOL B - - - - - - -4" WHITE - - - - - - - - - AND ARROW 7.5' ® 0 10.68' WHITE THERMOPLASTIC p WHITE WORD R& SYMBOL MOPLASTIC12 �1 00 12' _ _ WORD & SYMBOL '- 12, 4" DOUBLE YELLOW E• - - - - ROADWAY CENTERLINE R5' W 12' 10+00 0 11+00 12+00 Icc 13+0 J- 14 0 - - _� - 15+00 16 b 00 9+00 82' 11.50'-F- -- - - _-I _ -o - - �TBC TO TBC �j, 2.67 R59.5' EXTEND 24" YELLOW 4" DOUBLE YELLOW R S19TH AVENUE 12.8T WHITE THERMOPLASTIC STA. 13+45.32, 8.42' RT THERMOPLASTIC TO 4" DOUBLE x+ o 4" WHITE � PT 4" DOUBLE YELLOW YELLOW. INSTALL AT 30- " o '� C) WORD & SYMBOL " " STA. 8+90.22, 5.73' RT 12fJ °p _PT 4"WHITE ," y _ 7• EXTG WHITE THERMOPLASTIC STA. 12+32.97, 5.66' RT` " �. p r LANE REDUCTION ARROW(TYP) PC 4" WHITE ❑� TOTREMAIN (TYP)DELINEATORS " EDGEXOF- EXTG PAVEMENT �1 EXTG CURB & STA. 8+85.24, 9.07' RT -TO REMAIN - " EXTG WHITE THERMOPLASTIC- _�--�. _GUTTER TO REMAIN_ -START 4" WHITE - - - - - - -EXTG 4" WHITE - LANE REDUCTION ARROW(TYP)- - DQ - I r EXT'G SIDEWALK TO REMAIN I TO REMAIN I EXTG ROW EXTG FENCE(TYP) - I STA. 12+71.19, 1.61' RT PT 4" WHITE , _ STA. 12+81.70, 8.81' RT I I r PT 4" WHITE 6' WIDE SIDEWALK, 6" THICK �i BIKE LANE SYMBOL AND ARROW EDGE OF STA 16+57.32, 44.00' LT EXTG OVERHEAD POWER (TYP) NEW ASPHALT R3 17 R3-17AP SCALE M EXTG ROW I,I 5. O 0P �- nP NOTES: q�� N �� OP Off_ -I'-I- � Iz 0 15 30 b0 p 4" WHITE _ nyP �P �P -OP OP OP-EDGE OF NEW ASPHALT lil 1. ALL PAVEMENT MARKINGS SHALL CONFORM WITH CITY OF BOZEMAN ® B 4" WHITE STA. 18+56.55,.23.03' LT STA. 19+30.81, 23.23' LT /�EXTG EDGE OF STANDARDS AND MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES orl 19 ono 1"=30' - "8 4" WHITE DASHED LINE PT 4" WHITE END 4" WHITE / PAVEMENT (MUTCD) STANDARDS. 1� S19THAVENUE 10' LONG SPACED 15' APART-STA. 18+11.72, 11.23' LT / Q' PT 4" DOUBLE YELLOW STA. 19+30.84, 8.02' LT 2. ALL TRANSVERSE MARKINGS, WORDS, SYMBOLS AND MARKINGS 8" OR N F N Ey ROADWAY CENTERLINE 15' END 4" DOUBLE YELLOW LARGER SHALL BE INLAID THERMOPLASTIC. ' o 00 17 0 - 18+00 19+00 - - 20+00 20+17 _ 3. ALL LONGITUDINAL MARKINGS LESS THAN 8" SHALL BE EPDXY. o ]"y 4" DOUBLE YELLOW EXTG STRIPING TO REMAINpq ® r STA. 19+26.48, 4.40' RT EXT'G STRIPING o ® W END 4" DOUBLE YELLOW TO REMAIN �_ I=d E. EXTEND 24" YELLOW STA. 16+88.16, 0.61' RT EXT'G EDGEON THERMOPLASTIC TO PT 4" DOUBLE YELLOW OF PAVEMENT AND E.DOUBLE YELLOW at 30' EXTG ROW x �--x -- - ---x x x - s i EXTG WHITE DELINEATORS SHEET - - TO REMAIN EXTG a T C5"® G EASEMENT x - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 19TH WIDENING SOUTH 19TH AVENUE.SIGN AND STRII'ING PLAN SIGNAGE&STRIPING HORZ. SCALE: 1" = 30' PROJECT: 18-127 AS BUILT < DATE: APRIL 2019 W N Q W p O N 20' WETLAND SETBACK 6"THICK m o 6' WIDE 12' WIDE BOULEVARD z SIDEWALK PROPERTY VARIES VARIES VARIES p SETBACK SAWCUT EXTG PAVEMENT 1.5% 2.0% CURB & GUTTER t3.0% 2' FROM EDGE NO 4 _.. / 2. EXTG PAVEMENT m MATCH DRAINAGE SWALE. /� GEOTEXTILE SECTION EXISTING GRADE SMOOTH & 5" ASPHALT SURFACE (- INSTALL EROSION COURSE(2 LIFTS) GROUND CONTROL GERMINATION STABLE SUBGRADE m 8" CRUSHED GRAVEL BASE PLACE 8 OZ. NON-WOVEN FABRIC OVER ROLL COMPACTED SUBGRADE BLANKET. COURSE(1-1/2" MINUS) a COMPACTED SUBGRADE(TYP) 18" GRAVEL SUBBASE (6" MINUS) UNSTABLE SUBGRADE PLACE TENSAR TX-190 GEOGRID OVER 8 OZ. NON-WOVEN FABRIC ON SMOOTH ROLLED EXISTING SUBGRADE. OVERLAP GEOGRID 24" MIN AND TIE AT 24" SPACING. . _o OVERLAP FABRIC 24" MIN. �DETAIL -PRENGINOF EER EER SHALLLL OW WITNESSNE IF ALL TESTING SUBGRADE IS STABLE OR UNSTABLE (av �•o S.19th AVE TYPICAL SECTION W/CURB&GUTTER NTS DRAWN BY: EWR 4' WIDE, 6" THICK COMPACTED SHOULDER REVIEWED BY:CGB GRAVEL 1-1/2" MINUS PROJECT ENGINEER:CGB 4:1 SIDE SLOPE, SEE CROSS.SECTIONS VARIES SEE SECTION ABOVE MATCH EXT'G GROUND - DESIGNED BY: CGB 5% t3.0% S. 19TH AVE NOTES 1 4 1. STRIP AND REMOVE ALL ORGANICS IN IMPROVED AREAS. - _/y 7 2. PERFORM EXCAVATION OR PLACEMENT OF CLEAN COMPACTED FILL AS 6" TOPSOIL OVER CLEAN FILL l :/i,// \ NECESSARY TO MEET SUBGRADE ELEVATION. COMPACT EXISTING SUBGRADE PRIOR TO PLACEMENT OF FILL. COORDINATE WITH ENGINEER TO PERFORM MATCH COMPACTED SUBGRADE (TYP) COMPACTION TESTING. EXISTING 5" ASPHALT SURFACE GROUND COURSE (2 LIFTS) 3. ROLL AND COMPACT SUBGRADE. COORDINATE WITH ENGINEER TO PROOFROLL 8" CRUSHED GRAVEL BASE TO DETERMINE IF STABLE OR UNSTABLE. y-„ COURSE(1-1/2" MINUS) 4. INSTALL NON-WOVEN FABRIC ON STABLE SUBGRADES. OVERLAP EXISTING FABRIC A MINIMUM OF 2'. 18" GRAVEL SUBBASE (6" MINUS) Z rn \ 5. INSTALL TENSAR TX-190 GEO RID OVER NON-WOVEN FABRIC IN UNSTABLE w 1-41 DETAIL - SUBGRADES. OVERLAP EXISTING FABRIC A MINIMUM OF 2' AS DIRECTED BY �•o S.19th AVE TYPICAL SECTION @ TAPER DESIGN ENGINEER. NTS 6. PLACE AND COMPACT IMPORT PITRUN, 8-12 MAX. LIFTS, COORDINATE WITH y I� ENGINEER TO PERFORM COM (ACTION TESTING. 11�� 7. APPLY STERILENT OVER ENTIRE PITRUN AREA. B. PLACE AND COMPACT 1-1/2" MINUS BASE COURSE, COORDINATE WITH ENGINEER TO PERFORM COMPACTION TESTING. 9. PLACE SPECIFIED THICKNESS OF ASPHALT. m� 24" P4 C 5" NEW CONSTRUCTION REQUIREMENTS: 2•� 1. THE DESIRABLE WIDTH OF THE CURB RAMP (DIMENSION "W" ABOVE) IS 5 FEET OR WIDER. THE - 6"TOPSOIL 3"R. MINIMUM WIDTH ("W") IS 4 FEET. (TYP.) 4"R 4.5" SIDEWALK C a �6' WIDE 3/43/4" T 6" THICK P.C.C. SIDEWALK 2. THE DESIRABLE LENGTH OF THE LANDING AT THE T � NO LIP TOP OF THE CURB RAMP IS 5 FEET. THE MINIMUM 12" LENGTH OF THE LANDING IS 4 FEET. THE LANDING a WIDTH IS EQUAL TO THE RAMP WIDTH. II 3" COMPACTED CRUSHED 3. THE DESIRABLE SLOPE FOR THE CURB RAMP IS 9" °-°4-- ° ; ROCK BASE �• + FLARED 5%(1:20). THE MAXIMUM CURB RAMP SLOPE IS B SIDES 8.3% :12 (1 ). IIJ d0 O O O SUBGRADE ° IIH I I I II=11 II III .III- COMPACTED vkO O O O O O 0 -O O O O O O O O O O =1I III III =1 4� P 4. THE DESIRABLE SLOPE FOR THE FLARED SIDE OF - O O O O O O O O O O O O O O O CRUSHED III-III -II':II II III-III= O O O O O O O O O O O O O O 0 0 l- NO LIP - THE CURB RAMP IS 8.3%(1:12) OR FLATTER. THE 0000000000000000000000000000000 GRAVEL BASE z MAXIMUM FLARED SIDE SLOPE IS 10%(1:10). 6"MIN. NOTES: f�➢ 5. THE DESIRABLE CROSS SLOPE OF THE SIDEWALK, _ SUB-BASE 1. CONCRETE DEPTH FOR STD. SIDEWALKS SHALL BE 6" MIN. RAMP, OR LANDING IS 1.5% 1:66.7. THE COURSE AS ( ) - - REQUIRED 2. CONCRETE SHALL BE 4,000 PSI ®28 DAYS. MAXIMUM CROSS SLOPE OF THE SIDEWALK, RAMP _ - I� TOP BACK OR LANDING IS 2% 1:50. III- lil 'll II=III III III II II III ,( II III .II=11. 116 ^ J FLARED RAMP FLARED FLARED RAMP FLARED OF CURB ( ) III II III-III=11� II ,III-fJI l Ji Ili II III III-'ll I,I-IIL 3. CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS EQUIVALENT TO THE 5 N -I SIDE W SIDE VARIES SIDE "W SIDE I III III III III III Ili- �=1Ti III - SIDEWALK WIDTH. y,� �p 6. PROVIDE DETECTABLE WARNING DEVICES ON THE COMPACTED SUBGRADE v 1 � BOTTOM 2 FEET OF EACH RAMP AS SHOWN ABOVE. - 4. EXPANSION JOINT MATERIAL SHALL BE PLACED AT 300'INTERVALS AND AS °' V SHOWN ON ADDITIONAL DETAILS. 5 NOTE: DIMENSIONS ARE 7. DETECTABLE WARNING DEVICES SHALL BE NOTES: _ LAYDOWN - LAYDOWN .FLOW AT BACK OF CURB CURB CURB LINE "NATURAL" (UNCOATED) CAST IRON, PER MDT 5. INSTALL IRRIGATION SLEEVES UNDER SIDEWALK AS REQUIRED BUT AT A P SECTION B-B - STANDARD. 1. CONCRETE SHALL BE CLASS M-4000. 5.1/2" EXPANSION JOINT MATERIAL SHALL BE MINIMUM SPACING OF 250' m a �+ PLACED AT ALL P.C.S., P.T.S., CURB RETURNS 3 �j O N ..i 2.SUBGRADE OR BASE COURSE COMPACTION AND AT NOT MORE THAN 300' INTERVALS. �•i O SHALL CONFORM TO SECTION 02234(MPWSS) THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURB U LANDING RAMP DETECTABLE WARNING DEVICES 3.CRUSHED BASE SHALL MEET THE AND GUTTER. $ DETAIL (� FLOW REQUIREMENTS OF SECTION 02235 (MPWSS) = k y �1.5%DES. 5%(1:20)DES. STREET -6.NO.CURB AND GUTTER SHALL BE PLACED CONCRETE SIDEWALK LINE 4.CONTRACTION JOINTS SHALL BE PLACED AT WITHOUT A FINAL FORM INSPECTION BY THE N.T.S. Y': 10' INTERVALS AND SHALL HAVE A MINIMUM CITY ENGINEER OR HIS REPRESENTATIVE. > SLOPE= Y:X X �.2•.,..I - DEPTH OF 3/4" AND MINIMUM WIDTH OF 1/8". WHERE X IS LEVEL PLANE LAYDOWN CURB .SECTION C-C - SHEET C6"® (j)DETAIL DETAI lTM WIDENING �•D PUBLIC SIDEWALK CURB RAMP INTEGRAL CONCRETE CURB&GUTTER m ROADWAY DETAIIS MDT DETAIL DWG. NO. 608-35 - COB STD. DWG NO. 02528-1 PROJ -127 AS BUJ ILT 4 DATE: ECTAPRIL82019 I Cl N m N O FINISHED GRADE SURFACE POST(1F4 PERORATED GAUGE)SQUARE TUBE } o 0 Inm \. SIGN BLANKS MOUNTED Z FASTEN POST TO SLEEVE WITH 1' MIN. BURY DEPTH RCP ARCH CULVERT BACK TO BACK ON POST 3 24" DIA. FRAME AND O0 00 \'' ABOVE w GRATE CAST INTO LID INSERT OVERFLOW SEE SCHEDULE C 0 00 1 CONCRETE FLARED FINISH CORNER BOLT(A325) 1 O ABOVE o AND CENTERED IN TOP FLOW of o0 0o I' W END SECTION FROM OPPOSITE SIDEOF EXPECTED RIM, SEE SCHEDULE o0 0o IMPACT. INSERT DRIVE RIVET INTO EXISTING GRADE FINISH OPPOSITE SIDE. 0 0� f 2' (MIN) GRADE •;\ c o 6" TO 12" DIA. 2' o RIPRAP AT OUTLET ° 6"7MIIN' 4" z �.e i 4' :` • '�' J 2 s' X 30" 12 GAUGE v�-i 48" DIAM. I 24" DIA. FRAME ANDNON-PERFORATEDZi 3 2" PERFORATED SQUARE TUBE SIGN NON-SHRINK GRATE CAST INTO LID SQUARE TUBEPOST AND CENTERED IN TOP PUNCH" APPROV DREQUAL) r POST(TELSPAR o GREEV OUT(TYP) OR APPROVED T ( IN) o WEIR TOP VIEW EQUAL)CREST 24" N m FLOW INVERT 18" W 3 DETAIL m MATCH BOTTOM L �•t ARCH CULVERT ELEVATION 'a'• INSERT SIGN POST 18" INTO SLEEVE z r ni v POND _r N.T.S. 1�9"-"r;� M-4000 CONCRETE ANCHOR ELEV. 6�. 18" SUMP.r 12"W X 18H WEIR WIDTH. 0.75" • ,REINFORCED N GRATED OPENINGq'',.°.�'..6.-°'. OUTLET PIPE ' INV MATCH POND MATCH POND BTM WEIR WALL ` FINE GRADE SMOOTH. 4' WIDE SIGN POST FOUNDATION DETAIL BTM ELEV. ELEV. INSTALL GERMINATION FABRIC ABOVE COMPACTED SHOULDER * CHRIS G. REINFORCED ALL DISTURBED AREAS. uoEs�I WEIR WALL :6 EXTEND FABRIC 1' PAST TOE. N".2s PE FLOW °I py 6" OF ASPHALT s ° <ccxsao e SECTION VIEW I I GRACE BIBLE ATTACH SIGNS TO POST WITH �¢" DRIVE RIVETS CHURCH (MIN. 2 SIGN) \ _ y OUTLET FLOW STRUCTURE SCHEDULE MAX. SLOPE y 12 GRATED \\ CONSTRUCTION 4 \\�r ,�, DETAIL DRAWN BY: EWR ID RIM ELEV. OVERFLOW ELEV. INV IN/OUT/WEIR ELEV. LIMITS�� r SDMH#3 1 4957.07 4954.51 4953.01 OPENING. 24" OUTLET 1 6" OF TOP SOIL Cb.t TYPICAL!SIGNAGE REVIEWED BY:CGB PIPE �� COB STD. DWG N0. 09810-1 EMBANKMENT PROJECT ENGINEER:CGB � -- -- ""-'- DESIGNED BY: CGB NOTE: PLAN VIEW 1.STRIP AND DISPOSE OF ORGANIC MATERIAL. 1 DETAIL 2. INSTALL GERMINATION FABRIC PER C6.1 POND OUTLET FLOW CONTROL STRUCTURE MANUFACTURER'S RECOMMENDATION. NTS DETAIL �•t CONSTRUCTION LIMITS(STATION 16+60 TO 19+28) N.T.S. ' STANDARD INLET CASTING CASTING & COVER FRAME AND COVER TO BE EITHER D & L A-1172 RING WITH A-1178 COVER D&L I-3517 EJIW 3371/3772 SERIES OR APPROVED EQUAL. OR APPROVED EQUAL b COVERS SHHALL HAVE T�JO 1" PICK HOLES. NOTE: Z Do FLAT SLAB COVER WHERE TRENCH PASSES THROUGH EXISTING 5/8" SMOOTH ROD CENTEREDOPENING1.4 PAVEMENT THE PAVEMENT SHALL BE CUT ALONG A ADJUSTING 3" MIN. ASPHALT PAVEMENT. NEAT VERTICAL LINE A MINIMUM OF 12" FROM THE RINGS AS A ADJUSTABLE RINGS, ------ IF EXTG IS THICKER THAN 3" EDGE OF THE TRENCH OPENING. WHERE NEAT LINE REQUIRED 2" MIN.;. 12" MAX.' -_-_-__- -_- MATCH EXT'G THICKNESS OR IS LESS THAN 3' FROM EDGE OF EXISTING A NOTE: ALL JOINTS BETWEEN MANHOLE SECTIONS, 6" CONC. SIDEWALK PAVEMENT OR CURB AND GUTTER SECTION. ° F- MANHOLE RING & TOP SECTION, AND AROUND EXISTING REMOVE AND REPLACE ENTIRE PAVEMENT SECTION SEWER PIPE INTO MANHOLE SHALL BE WATER- PAVEMENT BETWEEN TRENCH AND EDGE OF PAVEMENT. 24" TIGHT. JOINTING MATERIAL SHALL BE °RAM-NEK" SURFACE-, 12' W 24" OR GROUND SURFACE BLOCK OUT FOR N OR EQUAL FOR ALL JOINTS EXCEPT BETWEEN PIPING. SEE O �i 27" OPENING - � SEWER PIPE AND MANHOLE WALL. GRADING PLAN Pa u � IIIII�II III i r;, � J` I'.I 9 FOR ACTUAL PIPE MANHOLE STEPS AT e \ o LOCATIONS F SLOPING, BENCHING OR r ` '' w S r SUPPORT SYSTEMS IN THIS w 7 � AREA TO CONFORM TO O.S.H.A.* v N d 16" CENTERS PRECAST REINFORCED CONCRETE MANHOLE RISER TYPE"'A" : �" I( S ' I NI GULATIONS Ix AND COVER MANUFACTURED IN ACCORDANCE TRENCH BACKFILL / I IN LANDSCAPED AREA i i�., i>' 1,�:dnt� 12 MINIMUM 1"- MINUS COMPACTED I (� WITH ASTM DESIGNATION C-478. CRu lu_D ROCK. PLACED AND COMPACTED Lo z {/}?� [ �` ,�� PEI2 cliv OF BOZEMAN STDS. ty 6"-MINUS PIT RUN. PLACED AND a 1 �St•°i COMPACTED PER CITY OF BOZEMAN STDS. T— �` AS REQUIRED 9" SUMP INSTALL DETECTABLE WARNING TAPE. O 18" DEPTH SELECT TYPE I BEDDING MATERIAL PLACED rn Q CUTOUTS AS REQUIRED 4 'P ��Ij 'r��,t �IN 6" LAYERS AND COMPACTED _ AS SPECIFIED IN SECTION 02221. o � �� TYPE I PIPE BEDDING PLACED IN 6" 6"BASE Pk �� A A � M � m 9 I I i � �;ii� II� 5,. MAX. LAYERS AND h� O ,I I.I II II II III III II` COMPACTED THOROUGHLY z W M TRENCH WIDTH=O.D. \REQUIREDIPOR SOFT OR ERE Q U0 ° OF PIPE PLUS 2' SUBSTABLE FOUNDATION. ' �!<a PRECAST OR POURED-IN-PLACE BASE. MIN. TRENCH WIDTH=3.5' N A POURED-IN-PLACE BASE, MINIMUM r-81 DERAIL CONCRETE THICKNESS BELOW PIPE IS �•t STANDARD CURB INLET m °� = DIA. OF PIPE 8 INCHES. PRECAST BASE, MINIMUM * COB STD. DWG N0. 02720-1 CHANNEL t SEE O.S.H.A. CONSTRUCTION STANDARDS FOR EXCAVATION I� r-a THICKNESS IS 6 INCHES. H�� :Q A s DETAIL q a C�7 �•1 TYPICAL UTILITY TRENCH DETAIL COB STD. DWG NO. 02221-1 o RADIUS OF —►1 ® Z �yOvv MANHOLE FINI GRADE SMOOT-1 & DRILL SEED GRADE SMOOTH & DRILL SEED "xU SLOPE AT P'PER FOOT. MATCH EXISTING MATCH EXISTING o (� (� AI3OVI cutmwA IION I AURIC OF ALL AB RMINATION FABRIC OF ALL W ROUND SLOPE F CHANNEL M N C �1 PIPEOEPTH. DIS>IURBED AREAS. W/ROUND SLOPE IS AS. / NOTE: STORM DRAIN MANHOLES SHALL 4 4 MAX. LOPE ; 4 MAX. SLOPE 1 4 DIA. OF S ER PIPE NOT HAVE FORMED CHANNELS AND THE LOWEST PIPE INVERT SHALL BE 9" HIGHER THAN BOTTOM OF MANHOLE. TH SHEET \�ADD 4' WIDE GERMINATION FABRIC I VARIES ADD 4' WIDE GERMINATIO RIC C6°1 ACROSS BOTTOM OF SWALE I—'(1.5' MIN) ACROSS BOTTOM OF SWALE 19TH WIDENING SECTION A-A & UP THE SIDES 1'. /� & UP THE SIDES 1'. 2 DETAIL 6 DETAIL ! 9 \DET L m ROADWAY DETAILS C6:t STANDARD STORM DRAIN MANHOLE cw.t DETENTION BASIN CROSS SECTION SWALE CROSS SECTION i PROJECT: 18-127 N.T.S. N.T.S. N.T.S. 1ANS BUILT, DATE: APRIL 2019 I I 0 w cv cv a ri ro m 0 w N U Z N U K K � o� W� I �Q N N N vi q 0 O I BURIES Iq W PE � it N�iCEH fC +1titi DRAWN BY: EAR REVIEWED BY:CGB v PROJECT ENGINEER:CGB a I I DESIGNED BY: CGB 0.96•T'1 1.12' 0.96,� 3.20' GENERAL NOTES: 7� I DETAIL 2 DETAIL 1. ALL PAVEMENT MARKINGS ARE TO CONFORM TOOF �•Z STRAIGHT ARROW&TURN ARROW az DIRECTIONAL ARROW FOR BIKE LANE THE REQUIREMENTS TRAFFIC CONTROL DEVVI THE "MANUAL ON UNIFORM CES" AND "STANDARD MDT STANDARD DWG. 620-15 MOT STANDARD DWG. 620-15 r� HIGHWAY SIGNS" PUBLICATIONS FROM THE FEDERAL HIGHWAY ADMINISTRATION. (� 2. ALL ARROWS AND WORDS ARE TO BE WHITE ` THERMOPLASTIC 3. QUANTITIES ARE BASED ON THE SIZES OF THE PAVEMENT MARKINGS SHOWN AND ARE FOR W ESTIMATING PURPOSES ONLY. I� NORMAL WHITE LINE CURB 6' GUTTER AND 712 0 m e� a kp4y� r0a �o 72" 1( a v�°O 72 P © W O ou 3 N I 0 r) 3'-4" i SHEET DETAIL 4 DETAILC6.2 c 2 PAVEMENT MARKINGS FOR BICYCLE LANES ce•z BIKE LANE SYMBOL 19TH WIDENING MUTCD FIGURE 9C-3 MDT STANDARD DWG. 620-25 m ROAD'DETAIIS `o PROJ Aj lLJ S B lLl a DATE: ECTAPRILB2019 ON N I I Q O O 17- I Q 36 I 41 y m p zcc 25 w .i 30 I Q X 14� f73 4' SID LEVEL LANDINGS FOR p I 3 ACCESSIBLE PEDESTRIAN SIGNALS w p 37 39 2 26 w W 44 A Ai A CAA �1$ u °° \ 38 40 Q w m 3 Q28 23 _. 34 �, Q p ¢ � p 4 Q 10. / . Q. \�9 29 22 _ Qw\ 31 oahQa- .Op. p p p /L s U ,6 -6 - Q. � p DRAWN BY: EWR 'I REVIEWED BY:CGB PROJECT ENGINEER:CGB �-► DESIGNED BY: CGB SAWCUT EXISTING PAVEMENT _.,\ SOUTH 19THAVENUE AND MATCH PROPOSED GRADE AP ' SOUTH;9THAVENUE Point Table0 y b Point # Raw Description Elevation Northing Easting Mkt USE BLENDED TRANSITION RAMP WHERE LIMITATIONS DUE TO ARNOLD STREET b BOULEVARD WIDTH,RIGHT-OF-WAY,CURB RADIUS,OR C 2 BTM OF RAMP 4983.750 109097.1897 375902.9772. SCALE INTERSECTION ANGLE PREVENT THE USE OF STANDARD RAMPS PER C.O.B STANDARD DRAWING 02529-8 SCALE COD 3 BTM OF RAMP 4983.650 109099.1239 375907.9520 0 2S 5 10 0 2.5 5 10 f� 4 BTM OF FLARE 4983.950 109101.5906 375912.3038 5 BTM OF FLARE 4983.710 109108.7515 375920.1856 DATUM - 24' DETECTABLE DATUM � W� W 6 BTM OF RAMP 4983.180 109113.7312 375923.5516 NADS3 1 5 WARNING SURFACE NAD83 kid 7 BTM OF RAMP 4983.080 109118.7312 375925.9273. 2.0%1�I{ c y 00000000 EXPANSION JOINT (� °o°o°o°o 9 TOP OF RAMP 4983.470 109118.7312 375918.8093 - 10 TOP OF RAMP 4983.510 109113.7312 375918.8093 3�XX Point Table S Curb tb - 1:12 MAX 11 SIDEWALK 4983.490 109120.5161 375915,7871 SIDEWALK Club TIRILS1h011 Point # Raw Description Elevation Northing Easting 12 LANDING 4983.530 109120.2410 375909.7901 h 20 1 TBC 4964.890 110320.9070 375913.6018 13 LANDING 4984.170. 109109.6226 375902.9774 14 TOP OF RAMP 4984120 109104.6226 375902.9774 22 BTM OF RAMP 4964.080 110343.1740 375900.8542 15 TOP OR RAMP 4984.030 109105.0111 375907.9515 EXPANSION JOINT � LENGTH REQUIRED TO MATCH 23 BTM OF RAMP 4964.180 110345.6910 375894.8228 16 TBC 4983.280 109130.7269 1 375928.1432 = STANDARD SIDEWALK GRADE DTM 17 RADIUS POINT 0.000 109131,1480 375892.6470 25 TBC 4964.850 110346.5935 37588R0990 26 TOP OF RAMP 4964,230 110339.6151 375894.8975 o a 27 TOP OF RAMP 4964.146 110339,6151 375900,9426 V E LANDING - RAMP DETECTABLE WARNING DEVICES 3 28 TOP OF LANDING 4964.310 110334.6153 375894.9589 '. 29 TOP OF LANDING 4964.220 110334.6153 375900.9594 M 1.5%DES. _ FLOW LINE 30 RADIUS POINT 0.000 110320,8376 375888,0905 N 5%DES STREET 31 TBC 4963.660 110406.0899 375911.1673 P (2%MAX) (8.37 MAX) _ Leading S,Min 33 BTM ❑F RAMP 41963.360 110385.2186 375900,3176 N Ramp Varies y� o No Lip II k i l Sidewalk 34 BTM OF RAMP 4963.450 110382.1166 375894.3568 ♦Q VARIES 3.5 2' LAYDOWN 1 2%MAX 112MAX h� �+ CURB -_ 36 TBC 4964.400 110380.5908 375885.6692 V�411 SECTION A-A 3"Gravel Base(T),p.) 37 BTM OF LANDING 4963.550 110387.6132 375894.2865 NTS 4"Concrete 38 BTM OF LANDING 4963.470 110387.6132 375900.2373 o 6"Concrete Reinforced with 1.5 Ibs.Fibermesh/C.Y.or 6s:6x10 39 ! TOP OF LANDING 4963.640 110392.5889 375894.2177 m m Gauge Wire Mesh 40 TOP OF LANDING 4963.550 110392.6357 1 375900.2227 ! b o A w o o v x °i- m VEGETATION SECTIONA A 41 ''� RA➢IUS POINT 0.000 110406.0509 375885.6754 m m m m m p v o Not to Scale o 1.5% 83% DETAIL I SBEET 8.39, 83% 8.3y, c6.3 ]BLENDED TRANSITION x C6e3 COB STD. DWG NO. 02529-BA m 19TH WIDENING NOTE: SLOPES SHOWN ARE DESIRABLE. MAXIMUM SLOPE FOR THE FLARED SIDE IS 107. MAXIMUM RAMP CROSS SLOPE IS 27L m RAMP DETAII,S SECTION B-B �� DPRROE ECTAPRIL820,9 -127 NTS BUILT ILT I Q, o laJ N N O O N O O m Z K 59 66 (5� W 49 g SCALE Point Table 0 2.5 10 D Point # Raw Description Elevation Northing Easting 51 ,-48 2 L°-5' 42 EXT'G BTM OF FLARE 4982,610 109098,1072 376035.2438 N o 0 4' SQ LEVEL LANDINGS FOR S ACCESSIBLE PEDESTRIAN SIGNALS DATUM 43 EXT'G TOP OF RAMP 4982.470 109105.7392 376032.1712 Gi art a: NAD83 44 EXT'G SIDEWALK 4982.510 109108.8837 376033.7832 a. a r- 47 O 45 EXT'G SIDEWALK 4982,570 109110.6121 376034.2826 8 Ln N m Oet P. 46 EXT'G LANDING 4982.560 109116,3896 376034.SB19 53 47 EXT'G LANDING 4982.580 109117.6184 376,029.1763 / / N M 55 48 EXT'G LANDING 4982.690 109122,6624 3760241114 Z 54 45 49 LANDING ! 4982.900 109124.3419 376023,3931 / � TA q 58 51 TOP OF RAMP 4982,870 109120,8921 376016,9705 P / �44 CHRIB B. B ES 56 H°. azs RE 53 BTM RAMP 4982.640 109118.3363 376a112902 °EHSE° 9l i 57 54 BTM RAMP 4982.590 109113.8180 376013.4447 21u _�-43 55 TOP OF RAMP 4982.820 109116.3334 376019,0245 56 BTM OF FLARE 4982.990 109109.2528 376016.6184 DRAWN BY:EWR 42 57 EXT'G BTM OF FLARE 4982.500 109106.6372 376019.0101 REVIEWED BY:CGS 60 p 58 EXT'G TOP OF RAMP 4982,580 109107.9040 376027,5671 PROJECT ENGINEER:CGB B 59 EXT'G TBC 4983.190 109129,7160 376009,5064 DESIGNED BY: COB SAWCUT LINE. REMOVE EXT'G SIDEWALK AND MATCH PROPOSED GRADE 60 EXT'G TBC I 4982.800 109096,6391 376,045.4384 66 RADIUS POINT 0,000 109129. 429 376045.4482 SAWCUT EXISTING PAVEMENT GRAPSTREET AND MATCH EXT'G GRADE I � A w CIS LANDING - RAMP DETECTABLE WARNING DEVICES 1.5%DES. 5%DES FLOW LINE STREET (2%MAX) (8.3%MAX) VARIES 3.5' 2 LAYDOWN CURB P h SECTION A-A z e+zMo NTS 0-4 N m m mm m VEGETATION A z�n tit mm mm. m s p o p 0 O p 1.5% 8 3y, 5 ao Z � � C) NOTE: SLOPES SHOWN ARE DESIRABLE. MAXIMUM SLOPE FOR THE FLARED SIDE IS 10%. MAXIMUM RAMP CROSS SLOPE IS 2%. sOD p �n 9 SECTION B-B NTS SHEET C6°4 "-, 19TH WIDENING m RAMP DETAILS PROJ i S B lLJ ILT DATE:ECTAPRIL8 1" 2019