Segment 1 - RTA

ROADWAYEXIST R/WC LEXIST R/W40’50’56’ EXISTING ROADWAY6’11’11’11’11’6’13’ EXISTING PCCPBUS TURNOUTBIKE LANEWB TRAVEL LANEWB TRAVEL LANECENTER TURN LANEEB TRAVEL LANEBIKE LANE12’ PROPOSED TRACKWIDENING (NORMAL)2" AC (PAG #3)TRANSIT LANETRACK C L10.0’TOP OF RAIL2.0’-3.0’TACK COAT4" AC (PAG #1)VARIESVARIES1.0’ 1.0’ OR 2.0’ (SEE CIVIL PLANS)0%8" ABSAWCUT EXIST PAVEMENTTOTAL THICKNESS = 14"SECTION NO. 1(CONGRESS ST)NTS10" RECOMPACTEDSUBGRADEEXIST TYPE 1 CURBTO REMAINUNLESS OTHERWISE NOTED(SEE PLANS)EXIST PAVEMENT SECTION4.5" AC, 6" ABC(TO REMAIN)TYPICAL SECTIONCONGRESS STREPLACE EXISTINGPAVEMENT SECTIONEB STA 100+00.00 TO 103+22.34 WB STA 500+00.00 TO STA 500+30.00EQUATION: WB STA 500+00.00 = EB STA 100+00.008.0’TRACK SLABSEE K109TYPE 2 CONCRETE CURB OREXIST TYPE 1(G) CURB & GUTTERTO BE REMOVED AS NOTED(SEE PLANS)CONCRETE, SEE NOTE 1.EXIST R/W108’ EXISTING R/WEXIST R/W57.5’ EXISTING ROADWAY16.0’ ARCADE (APPROXIMATE)(BRICK PAVERS)25.0’ TRAVEL LANES19.8’ DIAG PARKING5.0’PLANTER17.2’ ARCADE(BRICK PAVERS)TRANSIT LANEROADWAYTRACK C LC L5.5’PLANTER10.0’12.0’13.0’TOP OF RAIL1.0’8.0’ STOPSEE STOPDETAIL C1400%VARIESVARIESLayout: ModelP:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1w\G104.dwgPrinted: 8/12/2010 @ 2:25:22 PMTACK COATTOTAL THICKNESS = 10.5"REPLACE IN KINDEXISTING PAVEMENT SECTION(AVENIDA DEL CONVENTO)NTS2" AC (PAG #3)2.5" AC (PAG #1)6" AB10" RECOMPACTEDSUBGRADEEXIST TYPE 1 CURBTO BE REMOVEDUNLESS OTHERWISE NOTEDNOTES:(SEE PLANS)SEE NOTE 1.1. WHEN DISTANCE FROM EDGE OF TRACKSLAB TO EXISTING CURB/GUTTER IS LESSTHAN 4 FT, PLACE CONCRETE PAVEMENTBETWEEN EDGE OF SLAB AND THE EXISTINGCURB/GUTTER. SEE SHEET K109.2. WHEN THE DISTANCE BETWEEN TRACKSLABS IS LESS THAN 4 FT, PLACECONCRETE PAVEMENT BETWEEN SLABS. SEESHEET K109.3. SEE TRACK PLANS FOR HORIZONTAL ANDVERTICAL GEOMETRY OF WB AND EB TRACKCENTERLINES.8.0’TRACK SLABSEE K109REPLACE EXISTINGPAVEMENT SECTIONTYPICAL SECTIONAVENIDA DEL CONVENTOWB STA 500+30.00 TO WB STA 502+13.92EXIST PVMT SECTION4.5" AC, 6" ABC(TO REMAIN)EXIST TYPE 1(G) CURB & GUTTERTO REMAINUNLESS OTHERWISE NOTEDNO. DATE REVISION BY CHKD. APPR.(SEE PLANS)PRELIMINARYENGINEERINGNOT FORCONSTRUCTIONTYPICAL SECTIONDEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVECITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYKDNKDNRGMAUG 10AUG 10AUG 10REF.PLAN NO.SCALE:HORIZ:VERT:G104OF1"=20’N/A

20’ WB STA 502+13.92 TO WB STA 502+94.5620.0’-6.0’ WB STA 502+94.56 TO WB STA 504+76.48SAWCUT EXIST PAVEMENT* 9.2’ AT STOPS, SEE STOP PLANSEXIST R/W108’ EXISTING R/WEXIST R/W63.6’ EXISTING ROADWAY17.2’ ARCADE(BRICK PAVERS)5.0’PLANTERTRANSIT LANE12’ NB12’ SB19.8’ DIAGONAL PARKING5.0’PLANTER17.2’ ARCADE(BRICK PAVERS)TRAVEL LANETRAVEL LANETRACKC LROADWAYC L20.0’-6.0’TOP OF RAIL1.0’VARIES1.0’0%2%2%EXIST TYPE 1(G) CURB & GUTTERTO REMAINUNLESS OTHERWISE NOTED(SEE PLANS)EXIST PVMT SECTION4.5" AC, 6" ABC(TO REMAIN)REPLACE EXISTINGPAVEMENT SECTION8.0’*TRACK SLABSEE K109EXIST PAVEMENT SECTIONREPLACE EXISTING4.5" AC, 6" ABCPAVEMENT SECTION(TO REMAIN)TYPICAL SECTIONAVENIDA DEL CONVENTOWB STA 502+13.92 TO WB STA 504+76.48EXIST TYPE 1(G) CURB & GUTTERTO REMAINUNLESS OTHERWISE NOTED(SEE PLANS)EXIST R/W108’ EXISTING R/WEXIST R/W63.6’ EXISTING ROADWAY17.2’ ARCADE(BRICK PAVERS)5.0’PLANTER19.8’ DIAGONAL PARKING12’ NB12’ SB19.8’ DIAGONAL PARKING5.0’PLANTER17.2’ ARCADE(BRICK PAVERS)TRAVEL LANETRAVEL LANETRACKC LROADWAYC L6.0’6.0’1.0’1.0’TOP OF RAIL0%2%2%Layout: ModelP:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1w\G105.dwgPrinted: 8/12/2010 @ 2:25:42 PMEXIST TYPE 1(G) CURB & GUTTERTO REMAINUNLESS OTHERWISE NOTED(SEE PLANS)NOTES:1. WHEN DISTANCE FROM EDGE OF TRACKSLAB TO EXISTING CURB/GUTTER IS LESSTHAN 4 FT, PLACE CONCRETE PAVEMENTBETWEEN EDGE OF SLAB AND THE EXISTINGCURB/GUTTER. SEE SHEET K109.2. WHEN THE DISTANCE BETWEEN TRACKSLABS IS LESS THAN 4 FT, PLACECONCRETE PAVEMENT BETWEEN SLABS. SEESHEET K109.3. SEE TRACK PLANS FOR HORIZONTAL ANDVERTICAL GEOMETRY OF WB AND EB TRACKCENTERLINES.TACK COATEXIST PAVEMENT SECTION4.5" AC, 6" ABC(TO REMAIN)REPLACE EXISTINGPAVEMENT SECTION2" AC (PAG #3)2.5" AC (PAG #1)6" AB10" RECOMPACTEDSUBGRADETOTAL THICKNESS = 14"REPLACE IN KINDEXISTING PAVEMENT SECTIONNTS8.0’*TRACK SLABSEE K109TYPICAL SECTIONREPLACE EXISTINGPAVEMENT SECTIONAVENIDA DEL CONVENTOWB STA 504+76.48 TO WB STA 509+50.00EXIST PAVEMENT SECTION4.5" AC, 6" ABC(TO REMAIN)NO. DATE REVISION BY CHKD. APPR.PRELIMINARYENGINEERINGNOT FORCONSTRUCTIONEXIST TYPE 1(G) CURB & GUTTERTO REMAINUNLESS OTHERWISE NOTED(SEE PLANS)TYPICAL SECTIONDEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVECITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYKDNKDNRGMAUG 10AUG 10AUG 10REF.PLAN NO.SCALE:HORIZ:VERT:G105OF1"=20’N/A

BRIDGE ABUTMENT220’ (APPROX) ADOT R/W (I-10)BRIDGE ABUTMENTBRIDGE PIERBRIDGE PIER85’62’8’6’12’13’ROADWAY13’12’6’8’SIDEWALKBIKE LANEWB TRAVEL LANEWB LEFT TURN LANEEB LEFT TURN LANEEB TRAVEL LANEBIKE LANESIDEWALKWB TRACKC LC LEB TRACKWIDTH VARIESC LEXISTGROUND4:1 (MAX)1’2%2%0%SEE CIVIL PLANSVARIES0%2%2%1’2%EXISTGROUND4" CONCRETE SIDEWALKADOT STD C-05.20CONCRETECURB & GUTTERADOT TYPE D-3(SEE ADOT STD C-05.10)SECTION NO. 18.0’TRACK SLABSEE K109SECTION NO. 18.0’TRACK SLABSEE K109SECTION NO. 14" CONCRETE SIDEWALKADOT STD C-05.20CONCRETECURB & GUTTERADOT TYPE D(SEE ADOT STD C-05.10)TYPICAL SECTIONCUSHING STREETEB STA 124+04.12 TO EB STA 127+24.4, WB STA 524+90.67 TO WB STA 528+09.54PROPOSEDEXISTCONSTR LC STA 12+04.83 TO STA 15+23.46SEE INTERSECTION DETAILS FOR STA 11+66.70 TO 12+04.83 AND STA 15+23.46 TO 15+59.44EXISTR/WR/W120’R/WVARIES (84.1’-78.8’)ROADWAYVARIESVARIES8’12’5’VARIES (12.8’-12’)VARIES (0’-25.3’-20.8’-0’)11’12’5’8’VARIESSIDEWALKRT TURN LANEBIKE LANEWB TRAVEL LANECURBED MEDIAN ISLANDEB TRAVEL LANEEB TRAVEL LANEBIKE LANESIDEWALKWB TRACK2%2%C L0%VARIES (1’-11.8’)SEE TRACK PLANVARIESVARIES (15.4’-12.8’)SEE TRACK PLAN2%EB TRACKCL0%2%2%1’10:1EXISTGROUNDLayout: G106P:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1e\G106.dwgPrinted: 8/12/2010 @ 2:50:05 PM4" CONCRETE SIDEWALKCOT STD DTL 200CONCRETE VERTICALCURB, TYPE 2 (H=9.5")COT STD DTL 2092" AC (PAG #3)TACK COAT4" AC (PAG #1)8" AB10" RECOMPACTEDSUBGRADETOTAL THICKNESS = 14"SECTION NO. 1(CUSHING ST)NTSNOTES:1. WHEN DISTANCE FROM EDGE OF TRACKSLAB TO EXISTING CURB/GUTTER IS LESSTHAN 4 FT, PLACE CONCRETE PAVEMENTSECTION NO. 1BETWEEN EDGE OF SLAB AND THE EXISTINGCURB/GUTTER. SEE SHEET K109.2. WHEN THE DISTANCE BETWEEN TRACKSLABS IS LESS THAN 4 FT, PLACECONCRETE PAVEMENT BETWEEN SLABS. SEESHEET K109.8.0’TRACK SLABSEE K1093. SEE TRACK PLANS FOR HORIZONTAL ANDVERTICAL GEOMETRY OF WB AND EB TRACKCENTERLINES.SECTION NO. 1SEE NOTE 1.EXISTGROUNDTYPICAL SECTIONCUSHING STREETEB STA 127+57.24 TO EB STA 132+11.2WB STA 528+45.6 TO WB STA 532+57.6CONSTR C STA 15+59.55 TO STA 19+88.45LNO. DATE REVISION BY CHKD. APPR.SECTION NO. 18.0’TRACK SLABSEE K109PRELIMINARYENGINEERINGNOT FORCONSTRUCTIONSECTION NO. 1TYPICAL SECTION4" CONCRETE SIDEWALKCOT STD DTL 200CONCRETE VERTICALCURB, TYPE 2 (H=9.5")COT STD DTL 209DEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVECITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYMHWMHWRGMAUG 10AUG 10AUG 10REF.PLAN NO.SCALE:HORIZ:VERT:G106OFN/AN/A

EXISTR/W100’EXISTR/W78’ ROADWAY8’6’12’12’VARIES(12’-0’)VARIES(4’-20’)11’12’6’8’SIDEWALKBIKE LANEWB TRAVEL LANEWB TRAVEL LANEWB LEFT TURN LANEEXISTISLANDEB TRAVEL LANEEB TRAVEL LANEBIKE LANESIDEWALK(TO REMAIN)WB TRACKEB TRACK4:1 (MAX)C LC L4:1 (MAX)EXISTGROUND2%2%0%1’VARIES1’0%VARIES VARIES2%1’SECTION NO. 28.0’*TRACK SLABSEE K109REPLACE WITHEXIST SECTIONSECTION NO. 2TYPICAL SECTIONGRANADA AVENUESECTION NO. 2REPLACE WITHEXIST SECTION8.0’*TRACK SLABSEE K109SECTION NO. 14" CONCRETESIDEWALK (TYP)COT STD DTL 200CONCRETE VERTICALCURB, TYPE 2 (TYP)COT STD DTL 209* 9.2’ AT STOPS, SEE STOP PLANSSAWCUT EXIST PAVEMENTEB STA 132+11.2 TO EB STA 134+77.1WB STA 532+57.6 TO WB STA 535+22.7EXISTR/W100’EXISTR/W78’ ROADWAYVARIES6’12’12’VARIES (0’-14’)VARIESVARIES (0’-14.5’)11’12’(5’-6’)BIKE LANEWB TRAVEL LANEWB TRAVEL LANEWB LEFT TURN LANEEXISTISLAND(TO REMAIN)EB LEFT TURN LANEEB TRAVEL LANEEB TRAVEL LANEBIKE LANEWB TRACKEB TRACKC LEXISTGROUND1’VARIESC L1’1’0% 0%VARIESVARIES VARIESEXISTGROUNDLayout: G107P:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1e\G107.dwgPrinted: 8/12/2010 @ 2:50:45 PMTACK COATNTSSECTION NO. 2TOTAL THICKNESS = 14"SECTION NO 1(CUSHING ST & GRANADA AVE)SECTION NO. 12" AC (PAG #3)4" AC (PAG #1)8" AB10" RECOMPACTEDSUBGRADE8.0’*TRACK SLABSEE K109SECTION NO. 1TACK COATEXISTSUBGRADETOTAL THICKNESS = 1 1/2"NTSEXISTING PAVEMENT(VARIES, 3" TO 7", AC)(4" TO 5", AB)SECTION NO. 2 (MILL AND OVERLAY)(CUSHING ST & GRANADA AVE)1 1/2" AC (PAG #3)SECTION NO. 2TYPICAL SECTIONGRANADA AVENUEEB STA 134+77.1 TO EB STA 144+62.20WB STA 535+22.7 TO WB STA 544+27.80SECTION NO. 2NO. DATE REVISION BY CHKD. APPR.SECTION NO. 18.0’*TRACK SLABSEE K109PRELIMINARYENGINEERINGNOT FORCONSTRUCTIONSECTION NO. 1SECTION NO. 2TYPICAL SECTIONDEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVECITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYMHWMHWRGMNOTES:1. WHEN DISTANCE FROM EDGE OF TRACKSLAB TO EXISTING CURB/GUTTER IS LESSTHAN 4 FT, PLACE CONCRETE PAVEMENTBETWEEN EDGE OF SLAB AND THE EXISTINGCURB/GUTTER. SEE SHEET K109.2. WHEN THE DISTANCE BETWEEN TRACKSLABS IS LESS THAN 4 FT, PLACECONCRETE PAVEMENT BETWEEN SLABS. SEESHEET K109.3. SEE TRACK PLANS FOR HORIZONTAL ANDVERTICAL GEOMETRY OF WB AND EB TRACKCENTERLINES.AUG 10AUG 10AUG 10REF.PLAN NO.SCALE:HORIZ:VERT:G107N/AN/AOF

WEEETSWWWWW WETE TS PWTC.O.EWWWW W WWWTSWTSEWWWE WAW WWWW WPPWWEWWEWTSWW161 0ETSTTS ETTEWEEEEE15930TS15836TSTSETSEEEEPWTSTSWEEWPAPEEWTSWWWATSWTSWEWWWWWWWWW WWTSTSWWTSW WTS EWW WWWWWTSEWGWW WWTSW WWTSGW1547315474 2359.262359.29TSWWWGW WWWWWWTSTSTSWWWWTSTSTSWEWWWGTSWWWE WEWEEGRCEEEEWWEW WWEW PENNINGTON STS GRANADA AVECONGRESS STTS TS TS EBROADWAY BLVDW CONGRESS STW PASEO DE LOS ZANJEROSC102D102W CALLE DE LOS HIGOSC103D103C104D104C101D101S AVENIDA DEL CONVENTOLINDA AVE (PROPOSED)TSWW WE PW WC105D105D106 D107C106 C107D108C108D109C109D10C 10S GRANADA AVEW CALLE CARLOS ARRUZAW CUSHING STW B FRONTAGE RDEB FRONTAGE RDI-10S SENTINAL AVE0100 200 300 400 5001" = 200’Layout: D100P:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1e\C100_Key.dwgPrinted: 8/12/2010 @ 2:28:30 PMNO. DATE REVISION BY CHKD. APPR.PRELIMINARYENGINEERING60%NOT FORCONSTRUCTIONCIVIL/DEMO KEY MAPDEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVECITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYKDN / MHWKDN / MHWRGHAUG 10AUG 10AUG 10REF.PLAN NO.SCALE:HORIZ:VERT:D100OF

OFBEGIN SEGMENT 1WESTBOUND STA 500+00SEE SHEET D102BEGIN SEGMENT 1EASTBOUND STA 100+00TEXIST R/WEB STA 102+49.393 XXXEEETSWWWAVENDIA DE CONVENT0501+00ETETS PC.O.EXIST R/W 90’WCONGRESS ST100+00 101+00 102+00500+00EB STA 102+49.396 XXX2 XXX24 XXX24 XXXXXX 16AXXX 2EXIST R/WEB STA 102+36.5813.93’ RTNOTE: COORDINATION IS ONGOING WITHDEVELOPMENT IN THIS AREA. DESIGN HASNOT YET BEEN FINALIZED.TSTSEASTBOUND TRACK16 XXXCENTERLINE5 XXX23 XXX10 XXX2 XXXWEXXX 16BXXX 13 XXX 5NEW R/WXXX24103+00WLINDA AVEWMATCH LINE STA 103+25SEE PROPOSED LINDA AVE DWGS (BY OTHERS)(PROPOSED)LINDA AVE16B XXXWEB STA 103+19.597.52’ LTCONGRESS ST0 10 203040501" = 20’QUANTITIESTUCSON#BIDITEMNUMBERITEM DESCRIPTIONUNITESTIMATEDQUANTITY22020020 REMOVAL OF CONCRETE CURB L.FT. XXX3 2020021 REMOVAL OF CONCRETE CURB AND GUTTER L.FT. XXX5 2020025 REMOVAL OF CONCRETE (SIDEWALKS, RAMPS, DRIVEWAYS, SLABS) SQ.FT. XXX62020031 REMOVAL OF PORTLAND CEMENT CONCRETE PAVEMENT SQ.FT. XXX102020084 REMOVE BITUMINOUS PAVEMENT (2" TO 7") SQ.YD. XXXLayout: D101P:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1w\C100W_DEMO1.dwgPrinted: 8/12/2010 @ 2:18:37 PMGENERAL NOTES:1. REFER TO UTILITY RELOCATION PLANS FORALL UTILITY REMOVAL/ADJUSTMENTS.(WATER/SEWER/TELECOM/GAS).2. EXISTING ROADWAY FEATURES ARE TO BEPROTECTED IN PLACE UNLESS OTHERWISENOTED.EXISTING UTILITIES SHOWN ON THESE PLANS ARE FROM EXISTINGAS-BUILTS, UTILITY MAPS AND SURVEY INFORMATION. THE ENGINEERCANNOT GUARANTEE THE ACTUAL LOCATION OF ABOVE GROUND ANDBELOW GROUND STRUCTURES AND UTILITIES. IT IS THE CONTRACTOR’SRESPONSIBILITY TO VERIFY THE LOCATION OF ALL STRUCTURES ANDUTILITIES BY ANY MEANS AVAILABLE PRIOR TO CONSTRUCTION. ANYDAMAGE TO STRUCTURES OR UTILITIES DURING CONSTRUCTION WILL BETHE RESPONSIBILITY OF THE CONTRACTOR.LEGENDAC PAVEMENT REMOVAL LIMITSPCCP REMOVAL LIMITSTRACK EXCAVATION LIMITSMISC. REMOVAL LIMITS(SIDEWALK, RAMPS, CURB)Two working days before you dig,CALL FOR THE BLUE STAKES.782-5348Blue Stake CenterCALL COLLECTNO. DATE REVISION BY CHKD. APPR.13PRELIMINARYENGINEERINGNOT FORCONSTRUCTION2020101 REMOVE FENCE L.FT. XXX16 2020201 SAW CUTTING (AC) L.FT. XXX16A 2020201A SAW CUTTING (9" PCCP) L.FT. XXX16B 2020201B SAW CUTTING (4" SIDEWALK,CURB,CURB & GUTTER) L.FT. XXX23 2030301 ROADWAY EXCAVATIONCU.YD. XXX24 2030301A TRACK SLAB EXCAVATION (8-FOOT WIDE PER TRACK FOOT)CU.YD. XXXDEMOLITION PLANDEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVECITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYKDNKDNRGMAUG 10AUG 10AUG 10REF.PLAN NO.SCALE:HORIZ:VERT:D1011"=20’N/A

PASEO DEPASEODE LOSZANJEROSBEGINBEGINSEGMENT 1SEGMENT 1EASTBOUNDSTA 100+00W ESTBOUNDSTA 500+00SEE DW GD101EXIST R/W4"4"EEETCONGRESS STC.O.WB STA 500+30.00XXXXXXWB STA 500+98.6462.82’ RT5XXX3WXXXXXX16E5100+002WE TSEE500+00+ 13.5’-EEETS PEEE10 XXX23 XXX16B501+002 XXXEXIST R/WWB STA 500+22.0614.23’ LTWB STA 500+52.956.47’ LT5 XXX24 XXXTWSD24"SDWB STA 501+04.1153.40’ RT5 XXX16BNEW R/W13 XXXXXX21 XXXXXX21 XXX24"SDSDAVENIDA DEL CONVENT010XXX8 XXX8SD8 XXX7 XXX21 XXX5 XXXEEWB STA 500+90.756.50’ LTWB STA 501+38.066.66’ RTWB STA 502+19.26WB STA 501+34.449.03’ RT23 XXX16BXXXAWEEE502+00 503+0012.25’ LTXXXXXXWB STA 502+31.485.00’ RTXXX16 16235WB STA 502+39.8533.07’ RTXXX5WB STA 502+51.2040.07’ RTWB STA 502+55.1645.35’ RTWB STA 501+72.8512.19’ LT21 XXX16BXXX5 XXXXXX21SDE24"XXXXXXLOS ZANJEROSE8102EW WW10521 XXX5821XXXXXXXXXXXX24 XXXXXXXXXXXXXXXWB STA 502+66.255.00’ RT23 XXX16 XXX16B16B23 XXX16 XXXXXXXXXE215XXXXXXXXXXXX1024"SDEXIST R/W8228SDXXXWB STA 502+95.2145.61’ RT2 XXX16 XXX24 XXXXXXXXXEXXX1610WESTBOUND TRACKCENTERLINEXXX24 XXX504+0010’WB STA 503+70.385.00’ RTWB STA 503+11.625.00’ RTWB STA 503+05.814.98’ RTE16B215MATCH LINE W B STA 504+00XXXXXXSEE DW G D103XXXWB STA 503+53.165.00’ LT010 20 301" = 20’4050XXXXXX521WB STA 502+92.2766.52’ RTXXX 2WB STA 502+58.2767.12’ RT#TUCSONBIDITEMNUMBERQUANTITIESITEM DESCRIPTIONUNITESTIMATEDQUANTITY22020020 REMOVAL OF CONCRETE CURB L.FT. XXX32020021 REMOVAL OF CONCRETE CURB AND GUTTER L.FT. XXX5 2020025 REMOVAL OF CONCRETE (SIDEWALKS, RAMPS, DRIVEWAYS, SLABS) SQ.FT.XXX7 2020053 REMOVE CATCH BASIN EACH XXX102020084 REMOVE BITUMINOUS PAVEMENT (2" TO 7") SQ.YD. XXX132020101 REMOVE FENCE L.FT. XXXLayout: D102P:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1w\C100W_DEMO2.dwgPrinted: 8/12/2010 @ 2:19:19 PMGENERAL NOTES:1. REFER TO UTILITY RELOCATION PLANS FORALL UTILITY REMOVAL/ADJUSTMENTS.(WATER/SEWER/TELECOM/GAS).2. EXISTING ROADWAY FEATURES ARE TO BEPROTECTED IN PLACE UNLESS OTHER/WISENOTED.EXISTING UTILITIES SHOWN ON THESE PLANS ARE FROM EXISTINGAS-BUILTS, UTILITY MAPS AND SURVEY INFORMATION. THE ENGINEERCANNOT GUARANTEE THE ACTUAL LOCATION OF ABOVE GROUND ANDBELOW GROUND STRUCTURES AND UTILITIES. IT IS THE CONTRACTOR’SRESPONSIBILITY TO VERIFY THE LOCATION OF ALL STRUCTURES ANDUTILITIES BY ANY MEANS AVAILABLE PRIOR TO CONSTRUCTION. ANYDAMAGE TO STRUCTURES OR UTILITIES DURING CONSTRUCTION WILL BETHE RESPONSIBILITY OF THE CONTRACTOR.LEGENDAC PAVEMENT REMOVAL LIMITSTRACK EXCAVATION LIMITSMISC. REMOVAL LIMITS(SIDEWALK, RAMPS, CURB)Two working days before you dig,CALL FOR THE BLUE STAKES.782-5348Blue Stake CenterCALL COLLECTNO. DATE REVISION BY CHKD. APPR.PRELIMINARYENGINEERINGNOT FORCONSTRUCTION16 2020201 SAW CUTTING (AC)16B 2020201B SAW CUTTING (4" SIDEWALK,CURB,CURB & GUTTER)21 2020064 REMOVE AND SALVAGE BRICK PAVERSSQ.FT. XXX23 2030301 ROADWAY EXCAVATIONCU.YD. XXX24 2030301A TRACK SLAB EXCAVATION (8-FOOT WIDE PER TRACK FOOT)CU.YD. XXXDEMOLITION PLANDEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYAUG 10AUG 10AUG 10REF.L.FT.L.FT.CITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVEPLAN NO.XXXXXXSCALE:HORIZ:VERT:D102OF1"=20’N/A

OFWB STA 504+07.2138.01’ LT516BXXX10XXX23 XXX16 XXXXXX16 XXXEXIST R/WWB STA 506+75.1441.84’ LTXXX510XXX16BXXX5WB STA 507+40.2526.66’ LTXXX21 XXXWB STA 507+61.1424.74’ LTESEE DW G D102WMATCH LINE STA 504+00504+00EXIST R/W 108’10’221XXXXXX10TXXX XXXWB STA 504+78.535.00’ LTWB STA 504+78.48WB STA 504+12.7317.29’ LT17.95’ RT16 XXXXXXXXX102321ESD24"SDE505+00 506+00 507+00 508+0016BAVENIDA DEL CONVENT0A A1016B25XXX21 XXXXXXXXXXXXXXXWB STA 504+99.685.00’ LTWB STA 504+99.4517.85’ RT10XXX23 XXX24 XXXWESTBOUND TRACKCENTERLINEXXX16XXXXXX21WB STA 506+73.50XXXXXXWB STA 506+60.0319.82’ RTW516BE22.68’ LTXXX16B212SD2XXXCALLE DE LOS HIGOSXXX10W W W10 XXX23XXXXXXXXXE16B16 XXXWWR3SDXXX21 XXXADWR#24"55-208703EE10XXXE10’16 XXXEXIST R/W 108’MATCH LINE STA 508+00SEE DW G D104SD24"SDAVENIDA DEL CONVENT0EXXXXXX216BE23 XXX521XXXXXXEXXXWB STA 506+71.0029.30’ RTWB STA 506+72.1431.21’ RT16BEEE01020304050EXIST R/WXXXXXX25EXIST R/W1" = 20’XXX21WB STA 506+75.2252.21’ RTQUANTITIESTUCSON#BIDITEMNUMBERITEM DESCRIPTIONUNITESTIMATEDQUANTITY22020020 REMOVAL OF CONCRETE CURB L.FT. XXX32020021 REMOVAL OF CONCRETE CURB AND GUTTER L.FT. XXX5 2020025 REMOVAL OF CONCRETE (SIDEWALKS, RAMPS, DRIVEWAYS, SLABS)SQ.FT.XXX10 2020084 REMOVE BITUMINOUS PAVEMENT (2" TO 7")SQ.YD.XXXLayout: D103P:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1w\C100W_DEMO2.dwgPrinted: 8/12/2010 @ 2:19:35 PMGENERAL NOTES:1. REFER TO UTILITY RELOCATION PLANS FORALL UTILITY REMOVAL/ADJUSTMENTS.(WATER/SEWER/TELECOM/GAS).2. EXISTING ROADWAY FEATURES ARE TO BEPROTECTED IN PLACE UNLESS OTHER/WISENOTED.EXISTING UTILITIES SHOWN ON THESE PLANS ARE FROM EXISTINGAS-BUILTS, UTILITY MAPS AND SURVEY INFORMATION. THE ENGINEERCANNOT GUARANTEE THE ACTUAL LOCATION OF ABOVE GROUND ANDBELOW GROUND STRUCTURES AND UTILITIES. IT IS THE CONTRACTOR’SRESPONSIBILITY TO VERIFY THE LOCATION OF ALL STRUCTURES ANDUTILITIES BY ANY MEANS AVAILABLE PRIOR TO CONSTRUCTION. ANYDAMAGE TO STRUCTURES OR UTILITIES DURING CONSTRUCTION WILL BETHE RESPONSIBILITY OF THE CONTRACTOR.LEGENDAC PAVEMENT REMOVAL LIMITSTRACK EXCAVATION LIMITSMISC. REMOVAL LIMITS(SIDEWALK, RAMPS, CURB)Two working days before you dig,CALL FOR THE BLUE STAKES.782-5348Blue Stake CenterCALL COLLECTNO. DATE REVISION BY CHKD. APPR.PRELIMINARYENGINEERINGNOT FORCONSTRUCTION16 2020201 SAW CUTTING (AC)16B 2020201B SAW CUTTING (4" SIDEWALK,CURB,CURB & GUTTER)21 2020064 REMOVE AND SALVAGE BRICK PAVERSDEMOLITION PLANDEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYAUG 10AUG 10AUG 10REF.PLAN NO.L.FT.L.FT.SQ.FT.23 2030301 ROADWAY EXCAVATIONCU.YD. XXX24 2030301A TRACK SLAB EXCAVATION (8-FOOT WIDE PER TRACK FOOT)CU.YD.CITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVEXXXXXXXXXXXXSCALE:HORIZ:VERT:D1031"=20’N/A

CUSHING STOF511+00EXIST R/WRTEEEESEE DW G D103MATCH LINE STA 508+00SD24"SDE E508+00 509+0010’10XXX24 XXXAVENIDA DEL CONVENT0WESTBOUND TRACKCENTERLINE16XXX23 XXX23 XXXA10’MATCH LINE STA 509+50SEE DW G D105EW510+00AVENIDA DEL CONVENT0E PW WEE01020304050EEEE1" = 20’QUANTITIESTUCSON#BIDITEMNUMBERITEM DESCRIPTIONUNITESTIMATEDQUANTITYLayout: D104P:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1w\C100W_DEMO2.dwgPrinted: 8/12/2010 @ 2:19:49 PMGENERAL NOTES:1. REFER TO UTILITY RELOCATION PLANS FORALL UTILITY REMOVAL/ADJUSTMENTS.(WATER/SEWER/TELECOM/GAS).2. EXISTING ROADWAY FEATURES ARE TO BEPROTECTED IN PLACE UNLESS OTHER/WISENOTED.EXISTING UTILITIES SHOWN ON THESE PLANS ARE FROM EXISTINGAS-BUILTS, UTILITY MAPS AND SURVEY INFORMATION. THE ENGINEERCANNOT GUARANTEE THE ACTUAL LOCATION OF ABOVE GROUND ANDBELOW GROUND STRUCTURES AND UTILITIES. IT IS THE CONTRACTOR’SRESPONSIBILITY TO VERIFY THE LOCATION OF ALL STRUCTURES ANDUTILITIES BY ANY MEANS AVAILABLE PRIOR TO CONSTRUCTION. ANYDAMAGE TO STRUCTURES OR UTILITIES DURING CONSTRUCTION WILL BETHE RESPONSIBILITY OF THE CONTRACTOR.LEGENDAC PAVEMENT REMOVAL LIMITSTRACK EXCAVATION LIMITSTwo working days before you dig,CALL FOR THE BLUE STAKES.782-5348Blue Stake CenterCALL COLLECTNO. DATE REVISION BY CHKD. APPR.10PRELIMINARYENGINEERINGNOT FORCONSTRUCTION2020084 REMOVE BITUMINOUS PAVEMENT (2" TO 7") SQ.YD. XXX16 2020201 SAW CUTTING (AC) L.FT. XXX23242030301ROADWAY EXCAVATIONDEMOLITION PLANDEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVECITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYAUG 10AUG 10AUG 10REF.PLAN NO.CU.YD.2030301A TRACK SLAB EXCAVATION (8-FOOT WIDE PER TRACK FOOT)CU.YD. XXXXXXSCALE:HORIZ:VERT:D1041"=20’N/A

OF(BY OTHERS)ALINDA AVEPROPOSEDESEE DWG D104MATCH LINE STA 509+50XXX 1010’WESTBOUND TRACKCENTERLINEEXIST R/WPASEO ACEQUIAPRIMERA R/WEXIST R/WEEECUSHING STAVENIDA DEL CONVENT0EXXX 21E PW WXXXXXXXXXW16B1623E510+00XXX 10XXX 24EET16 XXX23 XXX10’RMATCH LINE STA 510+62.70(BY OTHERS)SEE CUSHING STREET BRIDGE IMPROVEMENTS511+00 512+00 513+00 514+00CUSHING ST (PROPOSED)CUSHING ST BRIDGE IMPROVEMENTS(BY OTHERS)112+00SD113+00010203040501" = 20’NOTE: COORDINATION IS ONGOING WITHDEVELOPMENT IN THIS AREA. DESIGN HASNOT YET BEEN FINALIZED.QUANTITIESTUCSON#BIDITEMNUMBERITEM DESCRIPTIONUNITESTIMATEDQUANTITY102020084 REMOVE BITUMINOUS PAVEMENT (2" TO 7") SQ.YD. XXX16 2020201 SAW CUTTING (AC) L.FT. XXX16B 2020201B SAW CUTTING (4" SIDEWALK,CURB,CURB & GUTTER) L.FT. XXX21 2020064 REMOVE AND SALVAGE BRICK PAVERSSQ.FT. XXXLayout: D105P:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1w\C100W_DEMO2.dwgPrinted: 8/12/2010 @ 2:20:03 PMGENERAL NOTES:1. REFER TO UTILITY RELOCATION PLANS FORALL UTILITY REMOVAL/ADJUSTMENTS.(WATER/SEWER/TELECOM/GAS).2. EXISTING ROADWAY FEATURES ARE TO BEPROTECTED IN PLACE UNLESS OTHER/WISENOTED.EXISTING UTILITIES SHOWN ON THESE PLANS ARE FROM EXISTINGAS-BUILTS, UTILITY MAPS AND SURVEY INFORMATION. THE ENGINEERCANNOT GUARANTEE THE ACTUAL LOCATION OF ABOVE GROUND ANDBELOW GROUND STRUCTURES AND UTILITIES. IT IS THE CONTRACTOR’SRESPONSIBILITY TO VERIFY THE LOCATION OF ALL STRUCTURES ANDUTILITIES BY ANY MEANS AVAILABLE PRIOR TO CONSTRUCTION. ANYDAMAGE TO STRUCTURES OR UTILITIES DURING CONSTRUCTION WILL BETHE RESPONSIBILITY OF THE CONTRACTOR.LEGENDAC PAVEMENT REMOVAL LIMITSTRACK EXCAVATION LIMITSMISC. REMOVAL LIMITS(SIDEWALK, RAMPS, CURB)Two working days before you dig,CALL FOR THE BLUE STAKES.782-5348Blue Stake CenterCALL COLLECTNO. DATE REVISION BY CHKD. APPR.2324PRELIMINARYENGINEERINGNOT FORCONSTRUCTION2030301ROADWAY EXCAVATIONDEMOLITION PLANDEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVECITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYAUG 10AUG 10AUG 10REF.PLAN NO.CU.YD.2030301A TRACK SLAB EXCAVATION (8-FOOT WIDE PER TRACK FOOT)CU.YD. XXXSCALE:HORIZ:VERT:XXXD1051"=20’N/A

161001593015836EEWB STA 524+59.72108.13’ LTWWB STA 524+92.93105.96’ LTETTSETWB STA 524+91.8352.63’ LTETEEEE EE122+00523+00CUSHING STCUSHING STREET BRIDGE IMPROVMENTS(BY OTHERS)123+00ECONSTRUCTIONLIMITS524+00PXXXXXXE623XXXXXXXXXSDEE16A623ESDWWEEWWWI-10 EB FRONTAGE RDTS124+00525+00A 2"E E316B16B XXX0 10 20 30 406 XXXWESTBOUND TRACKCENTERLINE1" = 20’24 XXX6 XXX10 XXX23 XXXEASTBOUND TRACK23 XXXCENTERLINE3 XXX 2XXX24 XXX 24 XXX7 XXXTS EE624XXXXXXXXXXXXE526+00 527+00 528+00125+00 126+00I-10 UNDERPASSS GRANADA AVE2 XXX2 XXX10 XXX23 XXXWEE13’ + -MATCH LINE STA 126+50SEE DW G D107I-10 UNDERPASSEE127+00TSE TSEEESDESDSDSDTS50I-10 W B FRONTAGE RD9+00 10+00 11+00EB STA 124+17.8888.14’ RTMH#4366-72EB STA 123+76.46109.15’ RTEB STA 124+19.65105.18’ RTQUANTITIESTUCSON#BIDITEMNUMBERITEM DESCRIPTIONUNITESTIMATEDQUANTITY22020020 REMOVAL OF CONCRETE CURB L.FT. XXX3 2020021 REMOVAL OF CONCRETE CURB AND GUTTER L.FT. XXX6 2020031 REMOVAL OF PORTLAND CEMENT CONCRETE PAVEMENT SQ.FT. XXXLayout: D106P:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1e\C100e_Dem o.dwgPrinted: 8/12/2010 @ 2:30:00 PMGENERAL NOTES:1. REFER TO UTILITY RELOCATION PLANS FORALL UTILITY REMOVAL/ADJUSTMENTS.(WATER/SEWER/TELECOM/GAS).2. EXISTING ROADWAY FEATURES ARE TO BEPROTECTED IN PLACE UNLESS OTHERWISENOTED.EXISTING UTILITIES SHOWN ON THESE PLANS ARE FROM EXISTINGAS-BUILTS, UTILITY MAPS AND SURVEY INFORMATION. THE ENGINEERCANNOT GUARANTEE THE ACTUAL LOCATION OF ABOVE GROUND ANDBELOW GROUND STRUCTURES AND UTILITIES. IT IS THE CONTRACTOR’SRESPONSIBILITY TO VERIFY THE LOCATION OF ALL STRUCTURES ANDUTILITIES BY ANY MEANS AVAILABLE PRIOR TO CONSTRUCTION. ANYDAMAGE TO STRUCTURES OR UTILITIES DURING CONSTRUCTION WILL BETHE RESPONSIBILITY OF THE CONTRACTOR.LEGENDAC PAVEMENT REMOVAL LIMITSPCCP REMOVAL LIMITSTRACK EXCAVATION LIMITSTwo working days before you dig,CALL FOR THE BLUE STAKES.782-5348Blue Stake CenterCALL COLLECTNO. DATE REVISION BY CHKD. APPR.72020053 REMOVE CATCH BASIN EACH XXX15 2020167 REMOVAL OF OLD PUEBLO TROLLEY TRACKS L.FT. XXX16A 2020201A SAW CUTTING (9" PCCP) L.FT. XXX16B 2020201B SAW CUTTING (4" SIDEWALK,CURB,CURB & GUTTER) L.FT. XXX23 2030301 ROADWAY EXCAVATIONCU.YD. XXX24 2030301A TRACK SLAB EXCAVATION (8-FOOT WIDE PER TRACK FOOT) CU.YD. XXXPRELIMINARYENGINEERINGNOT FORCONSTRUCTIONDEMOLITION PLANDEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVECITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYMHWMHWRGMAUG 10AUG 10AUG 10REF.PLAN NO.SCALE:HORIZ:VERT:D106OF1"=20’N/A

1593015836126+00EEEEEE EE527+00 528+00SEE DW G D106WESTBOUND TRACKCENTERLINEMATCH LINE STA 126+50XXXXXXXXX13’ + -XXXXXXXXX1023XXXXXX2XXXXXXI-10 UNDERPASS2TSE TSEE E SDE127+0010 XXX 223WB STA 528+02.0332.71’ LT10241024EXXX3SDESDSDTSI-10 W B FRONTAGE RD9+00 10+00 11+0016A16A3 XXX16B XXXXXXXXXEEEPTSEEEEEE2"A2"AEEWWETSEEMH#4366-71128+00RTSWB STA 528+44.7854.25’ LT3 XXX16B62425XXX529+00XXXXXXXXXXXX6 XXX24XXX1052XXX23 XXXXXXXXXWB STA 530+01.2771.26’ LT2102XXXXXX23 XXXXXXEEB STA 128+92.1149.90’ RTXXX2 XXX234 "A129+00XXXS SENTINAL SENTINAL AVEWMH#165230-0434’ + -530+0034’ + -16XXXAWB STA 530+40.8561.82’ LTPWB STA 530+47.7252.88’ LTPE2EE25XXXXXXEXXXEB STA 129+22.5356.59’ RTCUSHING ST130+00531+00R R RW2324R REASTBOUND TRACKCENTERLINE10 XXX24 XXX10 XXXRRXXX10 XXXXXXMATCH LINE STA 130+5097’ + -10SEE DW G D108XXX23 XXXE25EA 3 4 "XXXXXX131+00532+00ETSWEEEEE010 20 301" = 20’4050XXX16BEB STA 127+35.1190.36’ RTXXXXXX316BMH#4366-72EB STA 127+74.1291.04’ RTEB STA 127+67.9391.36’ RTQUANTITIESTUCSON#BIDITEMNUMBERITEM DESCRIPTIONUNITESTIMATEDQUANTITY2 2020020 REMOVAL OF CONCRETE CURB L.FT. XXX3 2020021 REMOVAL OF CONCRETE CURB AND GUTTER L.FT. XXX52020025 REMOVAL OF CONCRETE (SIDEWALKS, RAMPS, DRIVEWAYS, SLABS) SQ.FT. XXXLayout: D107P:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1e\C100e_Dem o.dwgPrinted: 8/12/2010 @ 2:30:15 PMGENERAL NOTES:1. REFER TO UTILITY RELOCATION PLANS FORALL UTILITY REMOVAL/ADJUSTMENTS.(WATER/SEWER/TELECOM/GAS).2. EXISTING ROADWAY FEATURES ARE TO BEPROTECTED IN PLACE UNLESS OTHERWISENOTED.EXISTING UTILITIES SHOWN ON THESE PLANS ARE FROM EXISTINGAS-BUILTS, UTILITY MAPS AND SURVEY INFORMATION. THE ENGINEERCANNOT GUARANTEE THE ACTUAL LOCATION OF ABOVE GROUND ANDBELOW GROUND STRUCTURES AND UTILITIES. IT IS THE CONTRACTOR’SRESPONSIBILITY TO VERIFY THE LOCATION OF ALL STRUCTURES ANDUTILITIES BY ANY MEANS AVAILABLE PRIOR TO CONSTRUCTION. ANYDAMAGE TO STRUCTURES OR UTILITIES DURING CONSTRUCTION WILL BETHE RESPONSIBILITY OF THE CONTRACTOR.LEGENDAC PAVEMENT REMOVAL LIMITSPCCP REMOVAL LIMITSTRACK EXCAVATION LIMITSMISC. REMOVAL LIMITS(SIDEWALK, RAMPS, CURB)Two working days before you dig,CALL FOR THE BLUE STAKES.782-5348Blue Stake CenterCALL COLLECTNO. DATE REVISION BY CHKD. APPR.6 2020031 REMOVAL OF PORTLAND CEMENT CONCRETE PAVEMENT SQ.FT. XXX102020084 REMOVE BITUMINOUS PAVEMENT (2" TO 7") SQ.YD. XXX16 2020201 SAW CUTTING (AC) L.FT. XXX16A 2020201A SAW CUTTING (9" PCCP) L.FT. XXX16B 2020201B SAW CUTTING (4" SIDEWALK,CURB,CURB & GUTTER) L.FT. XXX23 2030301 ROADWAY EXCAVATIONCU.YD. XXX24 2030301A TRACK SLAB EXCAVATION (8-FOOT WIDE PER TRACK FOOT)CU.YD. XXXPRELIMINARYENGINEERINGNOT FORCONSTRUCTIONDEMOLITION PLANDEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVECITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYMHWMHWRGMAUG 10AUG 10AUG 10REF.PLAN NO.SCALE:HORIZ:VERT:D107OF1"=20’N/A

EP5XXX01020304050E531+002XXXE210XXXXXX23 XXXWB STA 532+57.545.00’ RTXXX14EXISTING LIGHTS TO BERELOCATED OR PROTECTEDIN PLACE, TYP.XXX1616 XXXXXXXXX1023XXXXXX52XXX16BWB STA 534+38.223.97’ LTWESTBOUND TRACKCENTERLINEXXX4 XXX 16XXX9XXXXXX1" = 20’1024130+00CUSHING STSEE DW G D107EMATCH LINE STA 130+50XXX 1097’ + -A 3 4 " A131+003ETS532+00WWE132+00EETSEMH#9870-03E533+00 534+00 535+00 536+00S GRANADA AVE133+00 134+00 135+00EWW W5309-01AMH#WE85’ + -MATCH LINE STA 135+50SEE DW G D109XXX23EEE4 " A34 "EEEEW AXXX2EXXX5EEMH#5309-01XXX7EXISTING ART WORKPROTECT IN PLACEAXXXXXXXXX2516BEB STA 131+45.84W CUSHING ST97’ + -W16 XXXEB STA 131+47.4835.46’ RT60.80’ RT EB STA 131+90.16EB STA 131+47.6437.83’ RT60.78’ RTWTS2516BXXXXXXXXX21 XXX169XXXEASTBOUND TRACKCENTERLINEXXXEXISTING ART WORKPROTECT IN PLACEEB STA 132+11.095.00’ RT10 XXX710 XXX24 XXXXXXEXISTING LIGHTS TO BERELOCATED OR PROTECTEDIN PLACE, TYP.XXXXXXXXX2516BEB STA 135+08.005.00’ RTMH#5309-02ATCCENTRANCE16XXX9EB STA 135+08.0028.85’ RTXXXEB STA 135+06.7030.39’ RT23 XXXQUANTITIESTUCSONBID#ITEMNUMBERITEM DESCRIPTIONESTIMATEDUNITQUANTITY2 2020020 REMOVAL OF CONCRETE CURB L.FT. XXXLEGEND52020025 REMOVAL OF CONCRETE (SIDEWALKS, RAMPS, DRIVEWAYS, SLABS) SQ.FT. XXX7 2020053 REMOVE CATCH BASIN EACH XXXAC PAVEMENT REMOVAL LIMITS92020082 REMOVE BITUMINOUS PAVEMENT (MILLING) (1 1/2") SQ.YD. XXXLayout: D108P:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1e\C100e_Dem o.dwgPrinted: 8/12/2010 @ 2:30:31 PM10142020084 REMOVE BITUMINOUS PAVEMENT (2" TO 7") SQ.YD. XXX2020166 REMOVAL OF RAILROAD TRACKS AND RUBBER MAT L.FT. XXX16 2020201 SAW CUTTING (AC) L.FT. XXX16B 2020201B SAW CUTTING (4" SIDEWALK,CURB,CURB & GUTTER) L.FT. XXX21 2020064 REMOVE AND SALVAGE BRICK PAVERSSQ.FT. XXX23 2030301 ROADWAY EXCAVATIONCU.YD. XXX24 2030301A TRACK SLAB EXCAVATION (8-FOOT WIDE PER TRACK FOOT)CU.YD. XXXEXISTING UTILITIES SHOWN ON THESE PLANS ARE FROM EXISTINGAS-BUILTS, UTILITY MAPS AND SURVEY INFORMATION. THE ENGINEERCANNOT GUARANTEE THE ACTUAL LOCATION OF ABOVE GROUND ANDBELOW GROUND STRUCTURES AND UTILITIES. IT IS THE CONTRACTOR’SRESPONSIBILITY TO VERIFY THE LOCATION OF ALL STRUCTURES ANDUTILITIES BY ANY MEANS AVAILABLE PRIOR TO CONSTRUCTION. ANYDAMAGE TO STRUCTURES OR UTILITIES DURING CONSTRUCTION WILL BETHE RESPONSIBILITY OF THE CONTRACTOR.GENERAL NOTES:1. REFER TO UTILITY RELOCATION PLANS FORALL UTILITY REMOVAL/ADJUSTMENTS.(WATER/SEWER/TELECOM/GAS).2. EXISTING ROADWAY FEATURES ARE TO BEPROTECTED IN PLACE UNLESS OTHERWISENOTED.Two working days before you dig,CALL FOR THE BLUE STAKES.782-5348Blue Stake CenterCALL COLLECTTRACK EXCAVATION LIMITSMISC. REMOVAL LIMITS(SIDEWALK, RAMPS, CURB)MILLING LIMITSNO. DATE REVISION BY CHKD. APPR.PRELIMINARYENGINEERINGNOT FORCONSTRUCTIONDEMOLITION PLANDEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVECITY OFTUCSONDRWN. BYMHWDSGN. BYCHKD. BYMHWRGMAUG 10AUG 10AUG 10REF.PLAN NO.SCALE:HORIZ:VERT:D108OF1"=20’N/A

TCCTS = 138+1.46E010203040501" = 20’E541+0010+00MATCH LINE STA 140+50SEE DW G D10EW540+00W141+0076.5’+ -XXX16XXXXXX1024XXX9WESTBOUND TRACKCENTERLINEE34 "A539+00W WWWE140+00EE538+00SEE DW G D108MATCH LINE STA 135+5085’ + -536+00WWW135+00 136+00537+00137+00S GRANADA AVEW138+00WWE139+0016XXXEW W10 XXX24 XXXGGWSC = 138+EE34 "A24.5’ -+9XXX71.465309-02AMH#33’ + -R9XXX16XXXWWWWWWEASTBOUND TRACK10 XXXCENTERLINE24 XXX1627’ -+EB STA 138+24.5035.07’ RTXXXENTRANCE16 XXXEB STA 135+88.8029.64’ RTEB STA 138+01.3729.94’ RTEB STA 135+56.1229.94’ RTEB STA 137+88.5453.91’ RT16 XXXEB STA 137+63.8048.02’ RTQUANTITIESLayout: D109P:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1e\C100e_Dem o.dwgPrinted: 8/12/2010 @ 2:30:50 PM#910TUCSONBIDITEMNUMBERITEM DESCRIPTIONGENERAL NOTES:1. REFER TO UTILITY RELOCATION PLANS FORALL UTILITY REMOVAL/ADJUSTMENTS.(WATER/SEWER/TELECOM/GAS).2. EXISTING ROADWAY FEATURES ARE TO BEPROTECTED IN PLACE UNLESS OTHERWISENOTED.UNITESTIMATEDQUANTITY2020082 REMOVE BITUMINOUS PAVEMENT (MILLING) (1 1/2") SQ.YD. XXX2020084 REMOVE BITUMINOUS PAVEMENT (2" TO 7") SQ.YD. XXX16 2020201 SAW CUTTING (AC) L.FT. XXX24 2030301A TRACK SLAB EXCAVATION (8-FOOT WIDE PER TRACK FOOT)CU.YD. XXXEXISTING UTILITIES SHOWN ON THESE PLANS ARE FROM EXISTINGAS-BUILTS, UTILITY MAPS AND SURVEY INFORMATION. THE ENGINEERCANNOT GUARANTEE THE ACTUAL LOCATION OF ABOVE GROUND ANDBELOW GROUND STRUCTURES AND UTILITIES. IT IS THE CONTRACTOR’SRESPONSIBILITY TO VERIFY THE LOCATION OF ALL STRUCTURES ANDUTILITIES BY ANY MEANS AVAILABLE PRIOR TO CONSTRUCTION. ANYDAMAGE TO STRUCTURES OR UTILITIES DURING CONSTRUCTION WILL BETHE RESPONSIBILITY OF THE CONTRACTOR.Two working days before you dig,CALL FOR THE BLUE STAKES.782-5348Blue Stake CenterCALL COLLECTLEGENDAC PAVEMENT REMOVAL LIMITSTRACK EXCAVATION LIMITSMILLING LIMITSNO. DATE REVISION BY CHKD. APPR.PRELIMINARYENGINEERINGNOT FORCONSTRUCTIONDEMOLITION PLANDEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVECITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYMHWMHWRGMAUG 10AUG 10AUG 10REF.PLAN NO.SCALE:HORIZ:VERT:D109OF1"=20’N/A

EE15473154742359.262359.29EEEEEEWB STA 541+36.5131.17’ LT9XXXXXX316XXXXXX5WB STA 541+57.4931.51’ LT01020304050140+00GSEE DW G D10976.5’ + -MATCH LINE STA 140+50XXX 16XXXW16B541+00W141+0034 "AWW WW W10+00 11+00MH#5309-42W WW W WWXXXXXXXXX10249EB STA 141+24.4660.97’ RT33.5’ + -MH#9873-0623.5’ENTRANCEMUSIC HALL+-103XXX23 XXX3XXX5 XXX16B542+0034 "142+00AXXX5 XXXXXX16BXXX16XXXWESTBOUND TRACKCENTERLINETWW10XXX24 XXXW6"16XXX24543+00 544+00 544+27.82S GRANADA AVEWESD15"10+00WMH#9873-05143+00 144+00 144+62.22910 XXXXXXXXXEASTBOUND TRACKCENTERLINEEB STA 200+38.9236.56’ RT929’ + -XXXEND SEGMENT 1ARRUZAW B STA 544+27.82W CALLE CARLOS16 XXX45’ + -END SEGMENT 1EB STA 144+62.20S016 XXX10MH#1" = 20’5309-4120301" = 20’405011+00WXXX16EB STA 141+53.9057.06’ RTXXX16WQUANTITIESLEGENDTUCSON#BIDITEMNUMBERITEM DESCRIPTIONUNITESTIMATEDQUANTITYAC PAVEMENT REMOVAL LIMITS3 2020021 REMOVAL OF CONCRETE CURB AND GUTTER L.FT. XXXLayout: D110P:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1e\C100e_Dem o.dwgPrinted: 8/12/2010 @ 2:31:15 PM5 2020025 REMOVAL OF CONCRETE (SIDEWALKS, RAMPS, DRIVEWAYS, SLABS) SQ.FT. XXX9102020082 REMOVE BITUMINOUS PAVEMENT (MILLING) (1 1/2") SQ.YD. XXX2020084 REMOVE BITUMINOUS PAVEMENT (2" TO 7") SQ.YD. XXX16 2020201 SAW CUTTING (AC) L.FT. XXX16B 2020201B SAW CUTTING (4" SIDEWALK,CURB,CURB & GUTTER) L.FT. XXX23 2030301 ROADWAY EXCAVATIONCU.YD. XXX24 2030301A TRACK SLAB EXCAVATION (8-FOOT WIDE PER TRACK FOOT)CU.YD. XXXEXISTING UTILITIES SHOWN ON THESE PLANS ARE FROM EXISTINGAS-BUILTS, UTILITY MAPS AND SURVEY INFORMATION. THE ENGINEERCANNOT GUARANTEE THE ACTUAL LOCATION OF ABOVE GROUND ANDBELOW GROUND STRUCTURES AND UTILITIES. IT IS THE CONTRACTOR’SRESPONSIBILITY TO VERIFY THE LOCATION OF ALL STRUCTURES ANDUTILITIES BY ANY MEANS AVAILABLE PRIOR TO CONSTRUCTION. ANYDAMAGE TO STRUCTURES OR UTILITIES DURING CONSTRUCTION WILL BETHE RESPONSIBILITY OF THE CONTRACTOR.GENERAL NOTES:1. REFER TO UTILITY RELOCATION PLANS FORALL UTILITY REMOVAL/ADJUSTMENTS.(WATER/SEWER/TELECOM/GAS).2. EXISTING ROADWAY FEATURES ARE TO BEPROTECTED IN PLACE UNLESS OTHERWISENOTED.Two working days before you dig,CALL FOR THE BLUE STAKES.782-5348Blue Stake CenterCALL COLLECTTRACK EXCAVATION LIMITSMISC. REMOVAL LIMITS(SIDEWALK, RAMPS, CURB)MILLING LIMITSNO. DATE REVISION BY CHKD. APPR.PRELIMINARYENGINEERINGNOT FORCONSTRUCTIONDEMOLITION PLANDEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVECITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYMHWMHWRGMAUG 10AUG 10AUG 10REF.PLAN NO.SCALE:HORIZ:VERT:D110OF1"=20’N/A

1001GEOMETRIC DATASTATION NORTHING EASTINGPOB (1001 )PC (1002 )TANGENT DIRECTION:TANGENT LENGTH:PC (1002 )PI (1003 )PT (1004 )RADIUS:DELTA:DEGREE OF CURVATURE:LENGTH:TANGENT:CHORD:MIDDLE ORDINATE:EXTERNAL:TANGENT DIRECTION:RADIAL DIRECTION:CHORD DIRECTION:RADIAL DIRECTION:TANGENT DIRECTION:PT (1004 )POE (1005 )TANGENT DIRECTION:TANGENT LENGTH:10+00.00 444045.741816+30.74 444064.0745N 88^20’04.01" E630.7416+30.74 444064.074518+26.58 444069.766620+02.71 444210.5501481.1344^17’46.20" LEFT11^54’30.61"371.97195.84362.7835.538.33N 88^20’04.01" ES 1^39’55.99" EN 66^11’10.91" ES 45^57’42.19" EN 44^02’17.81" E20+02.71 444210.550122+50.00 444388.3211N 44^02’17.81" E247.29989554.3841990184.8609990184.8609990380.6167990516.7517990516.7517990688.6528EB STA 122+00.00, 9.42’ LT=W B STA 522+85.90, 9.88’ RTCUSHING ST STA 10+00.00=WESTBOUNDTRACK CENTERLINEMATCHLINE - STA 15+50CUSHING STREETRECONSTRUCTION CENTERLINE525+00526+00 527+00 528+00SEE DWG C100G2523+00 524+0010+00 11+00 12+00 13+00 N 88^20’04.01" E14+00 15+00122+00123+00124+00125+00 126+00127+00EASTBOUNDTRACK CENTERLINELayout: C100G1P:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1e\C100e_Geom etry.dwgPrinted: 8/12/2010 @ 2:41:15 PMNO. DATE REVISION BY CHKD. APPR.PRELIMINARYENGINEERINGNOT FORCONSTRUCTIONCUSHING STREET RECONSTRUCTIONGEOMETRIC DATADEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVECITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYMHWMHWRGMAUG 10AUG 10AUG 10REF.PLAN NO.SCALE:HORIZ:VERT:C100G1N/AOF

1002GEOMETRIC DATASTATION NORTHING EASTINGPOB (1001 )PC (1002 )TANGENT DIRECTION:TANGENT LENGTH:PC (1002 )PI (1003 )PT (1004 )RADIUS:DELTA:DEGREE OF CURVATURE:LENGTH:TANGENT:CHORD:MIDDLE ORDINATE:EXTERNAL:TANGENT DIRECTION:RADIAL DIRECTION:CHORD DIRECTION:RADIAL DIRECTION:TANGENT DIRECTION:PT (1004 )POE (1005 )TANGENT DIRECTION:TANGENT LENGTH:10+00.0016+30.74N 88^20’04.01" E630.7416+30.7418+26.5820+02.71481.1344^17’46.20" LEFT11^54’30.61"371.97195.84362.7835.538.33N 88^20’04.01" ES 1^39’55.99" EN 66^11’10.91" ES 45^57’42.19" EN 44^02’17.81" E20+02.7122+50.00N 44^02’17.81" E247.29444045.7418444064.0745444064.0745444069.7666444210.5501444210.5501444388.3211989554.3841990184.8609990184.8609990380.6167990516.7517990516.7517990688.652821+00N 44^02’17.81" E533+00 534+00 535+0022+00133+00 134+0022+50CUSHING ST STA 22+50.00=EB STA 134+73.13, 33.26’ LT=W B STA 535+18.68, 24.51’ RT10051004PT 20+02.71WESTBOUNDTRACK CENTERLINE20+00CUSHING STREETRECONSTRUCTION CENTERLINE532+00132+00EASTBOUNDTRACK CENTERLINE19+00Layout: C100G2P:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1e\C100e_Geom etry.dwgPrinted: 8/12/2010 @ 2:41:29 PMMATCHLINE - STA 15+50SEE DWG C100G116+00128+00529+00PC 16+30.7417+00129+00530+0018+00130+00531+00PI 18+26.581003131+00NO. DATE REVISION BY CHKD. APPR.THE DESIGN FOR THE RECONSTRUCTION OF CUSHING STREETPROVIDES FOR A 45 DEGREE LEFT TURN. AASHTO STANDARDS FORURBAN CONDITIONS REQUIRE A SUPERELEVATION FOR THISCURVATURE, THE MAGNITUDE OF WHICH DEPENDS UPON THE DESIGNSPEED, TO BE AS FOLLOWS:25 MPH e=2.9030 MPH e=3.4235 MPH e=3.84HOWEVER, DUE TO CONSTRAINTS PROVIDED BY THE EXISTINGDRAINAGE CONDITIONS, THE PROPOSED DESIGN PROVIDES FOR ANORMAL CROWN, WHICH MATCHES THE CONDITION OF THE EXISTINGROADWAY. A DESIGN EXCEPTION WILL BE REQUIRED IF A NORMALCROWN IS USED.PRELIMINARYENGINEERINGNOT FORCONSTRUCTIONCUSHING STREET RECONSTRUCTIONGEOMETRIC DATADEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVECITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYMHWMHWRGMAUG 10AUG 10AUG 10REF.PLAN NO.SCALE:HORIZ:VERT:C100G2N/AOF

BEGIN SEGMENT 1 WESTBOUNDSTA 500+00SEE DWG C102BEGIN SEGMENT 1 EASTBOUNDSTA 100+00SEE INTERSECTION DETAIL C120EXIST R/WEB STA 102+39.91EXIST R/W 90’67’ + -XXXXXXXXX266AEB STA 100+31.27CONSTRUCTIONLIMITS3 XXXCONGRESS STNEW TRACKSLAB AND RAIL2XXX4 XXXEASTBOUND TRACKCENTERLINE2 XXX6 XXX6A XXX17XXXWCONGRESS ST100+00 101+00 102+00500+002.0’WXXX 2TSXXX 12XXX 6XXX 6ACONSTRUCTIONXXX 4040 XXXXXX 40LIMITSXXX 4141 XXXEXIST R/WXXX 41TSWXXX 12NEW R/WXXX 15XXX 40XXX 41XXX 17EXXX 15103+00WWMATCH LINE STA 103+25SEE PROPOSED LINDA AVENUE1714 XXX2’ (TYP)XXX12 XXXDRAWINGS (BY OTHERS)LINDA AVE(PROPOSED)NOTE: COORDINATION IS ONGOING WITHDEVELOPMENT IN THIS AREA.DESIGN HAS NOT YET BEENFINALIZED.010 20 301" = 20’4050NOTES:1. SEE CIVIL INTERSECTION DETAILS FORHORIZONTAL AND VERTICAL CONTROLFOR NEW CURB, ACCESS RAMPS,SIDEWALK, AND TIE-IN POINTS.2. OCS POLE LOCATIONS ARE APPROXIMATEAND ARE TO BE FINALIZED DURING ADVANCEDSTAGES OF DESIGN BY LTK ENGINEERINGSERVICES.3. SEE UTILITY RELOCATION PLANS FOR ALLUTILITY ADJUSTMENTS. (SEWER, WATER,TELECOM, GAS)#TUCSONBIDITEMNUMBER3030101AQUANTITIESITEM DESCRIPTIONUNITESTIMATEDQUANTITY2 3030101 AGGREGATE BASE (PC/COT STD. SPC.)CU. YD. XXX3AGGREGATE BASE (PC/COT STD. SPC.)(TRACK SLAB)CU. YD.XXXLEGEND4. EXIST. WATER VALVES TO BE ADJUSTED TO4 4010010 PORTLAND CEMENT CONCRETE PAVEMENTSQ.YD. XXXGRADE UNLESS AFFECTED BY WATER LINEMODIFICATIONS.6 4060017 ASPHALT CONCRETE (PAG MIX #1)TONXXX6A 4060019 ASPHALT CONCRETE (PAG MIX #3)TONXXXAC PAVEMENT LIMITSLayout: C101P:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1w\C100W_Plan1.dwgPrinted: 8/12/2010 @ 2:20:46 PM5. SEWER AND TELECOM MANHOLES TO BEADJUSTED TO GRADE. SEE SEWER PLANS FORMANHOLE ADJUSTMENT SCHEDULE.6. TRAFFIC/ELECTRIC PULL BOXES TO REMAINAND TO BE ADJUSTED TO GRADE UNLESSOTHERWISE NOTED.7. EXIST. FIRE HYDRANTS TO REMAIN AND TOBE PROTECTED IN PLACE UNLESS OTHERWISENOTED.SEE COT STD. DTL W5008. SEE TRAFFIC PLANS FOR COMBINED TRAFFICSIGNAL/OCS POLE INFORMATION.EXISTING UTILITIES SHOWN ON THESE PLANS ARE FROM EXISTINGAS-BUILTS, UTILITY MAPS AND SURVEY INFORMATION. THE ENGINEERCANNOT GUARANTEE THE ACTUAL LOCATION OF ABOVE GROUND ANDBELOW GROUND STRUCTURES AND UTILITIES. IT IS THE CONTRACTOR’SRESPONSIBILITY TO VERIFY THE LOCATION OF ALL STRUCTURES ANDUTILITIES BY ANY MEANS AVAILABLE PRIOR TO CONSTRUCTION. ANYDAMAGE TO STRUCTURES OR UTILITIES DURING CONSTRUCTION WILL BETHE RESPONSIBILITY OF THE CONTRACTOR.12 9080041 CONCRETE CURB (PC/COT STD. DTL. 209, H=6"-10") (TYPE 2)L.FT.XXX14 9080150 CONCRETE MEDIAN PAVEMENTSQ.FT. XXX15 CONCRETE SIDEWALK (PC/COT STD. DTL. 200) SQ.FT.9080242 XXX1740419080280 CONCRETE CURB ACCESS RAMP (PC/COT STD. DTL. 207)EACHXXX73101907310190AARIZONA SINGLE CANTILEVER POLE (NEW)ARIZONA SINGLE CANTILEVER POLE FOUNDATION (NEW)Two working days before you dig,CALL FOR THE BLUE STAKES.782-5348Blue Stake CenterCALL COLLECTEACHEACHXXXXXXPCCP LIMITSNEW TRACK SLAB LIMITSNO. DATE REVISION BY CHKD. APPR.PRELIMINARYENGINEERING60%NOT FORCONSTRUCTIONCIVIL PLANDEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVECITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYAUG 10AUG 10AUG 10REF.PLAN NO.SCALE:HORIZ:VERT:C101OF1"=20’N/A

BEGIN SEGMENT 1BEGIN SEGMENT 1EASTBOUNDSTA 100+00W ESTBOUNDSTA 500+00SEE DW G C101EEETCONGRESS STC.O.EXIST R/W 90’67’+ -WB STA 500+30.00XXX 2XXX 6XXX 6AXXX 36XXX 37XXX 17XXX 17XXX 17XXX 2XXX 6XXX 6AXXX 12XXX 17WE100+00TSEEE500+00EEETS PEEE12 XXXNEW R/W15 XXX17 XXX36 XXX37 XXX12 XXX501+00TWW14 XXX12 XXX2 XXX6 XXX6AXXX24"SD24"SDSD36 XXXEEA502+00 503+00WE37 XXX20 XXX20 XXX20 XXX17 XXX20 XXX12 XXX3 XXX17 XXXXXX 20NEW CONCRETE TRACKSLAB AND RAILXXX 12XXX 2XXX 17XXX 6SEE INTERSECTION DETAIL C122SDEE24"XXX 6A2 XXX6 XXX6A XXXEEEXIST R/W20 XXXNEW SIDE TRACK STOPSEE DWG C140 FORDETAILS AND QUANTITIESWESTBOUND TRACKCENTERLINE36 XXX36 XXX37 XXX37 XXXEAVENIDA DELCONVENTOCONSTRUCTIONLIMITSW W W24"SDSDE11 XXXCONSTRUCTIONLIMITS38 XXX39 XXX12 XXXPASEO DE LOSZANJEROSMATCH LINE W B STA 504+00504+00SEE DW G C10301020304050SEE NOTE NO. 9SDSDEXXX3620 XXXE1" = 20’XXX 20XXX 38XXX 36XXX 39XXX 37SEE INTERSECTION DETAIL C121XXX 37XXX 20XXX 12XXXXXXXXX266APASEODE LOSZANJEROS121720XXXXXXXXX38393637XXXXXXXXXXXXNOTES:XXX171. SEE CIVIL INTERSECTION DETAILS FORHORIZONTAL AND VERTICAL CONTROLFOR NEW CURB, ACCESS RAMPS,SIDEWALK, AND TIE-IN POINTS.2. OCS POLE LOCATIONS ARE APPROXIMATEAND ARE TO BE FINALIZED DURING ADVANCEDSTAGES OF DESIGN BY LTK ENGINEERINGSERVICES.#TUCSONBIDITEMNUMBERQUANTITIESITEM DESCRIPTIONUNITESTIMATEDQUANTITYXXX203. SEE UTILITY RELOCATION PLANS FOR ALLUTILITY ADJUSTMENTS. (SEWER, WATER,TELECOM, GAS)2 3030101 AGGREGATE BASE (PC/COT STD. SPC.)CU. YD. XXX33030101AAGGREGATE BASE (PC/COT STD. SPC.)(TRACK SLAB)CU. YD.6 4060017 ASPHALT CONCRETE (PAG MIX #1)TONXXXXXX4. EXIST. WATER VALVES TO BE ADJUSTED TOGRADE UNLESS AFFECTED BY WATER LINEMODIFICATIONS.6A 4060019 ASPHALT CONCRETE (PAG MIX #3)TONXXX11 5050201 RESET FRAME AND COVER FOR MANHOLE EACH XXXLEGENDLayout: C102P:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1w\C100W_Plan2.dwgPrinted: 8/12/2010 @ 2:22:51 PM5. SEWER AND TELECOM MANHOLES TO BEADJUSTED TO GRADE. SEE SEWER PLANS FORMANHOLE ADJUSTMENT SCHEDULE.6. TRAFFIC/ELECTRIC PULL BOXES TO REMAINAND TO BE ADJUSTED TO GRADE UNLESSOTHERWISE NOTED.7. EXIST. FIRE HYDRANTS TO REMAIN AND TOBE PROTECTED IN PLACE UNLESS OTHERWISENOTED.SEE COT STD. DTL W5008. SEE TRAFFIC PLANS FOR COMBINED TRAFFICSIGNAL/OCS POLE INFORMATION.EXISTING UTILITIES SHOWN ON THESE PLANS ARE FROM EXISTINGAS-BUILTS, UTILITY MAPS AND SURVEY INFORMATION. THE ENGINEERCANNOT GUARANTEE THE ACTUAL LOCATION OF ABOVE GROUND ANDBELOW GROUND STRUCTURES AND UTILITIES. IT IS THE CONTRACTOR’SRESPONSIBILITY TO VERIFY THE LOCATION OF ALL STRUCTURES ANDUTILITIES BY ANY MEANS AVAILABLE PRIOR TO CONSTRUCTION. ANYDAMAGE TO STRUCTURES OR UTILITIES DURING CONSTRUCTION WILL BETHE RESPONSIBILITY OF THE CONTRACTOR.12 9080041 CONCRETE CURB (PC/COT STD. DTL. 209, H=6"-10") (TYPE 2)L.FT.XXX14 9080150 CONCRETE MEDIAN PAVEMENTSQ.FT. XXX15 CONCRETE SIDEWALK (PC/COT STD. DTL. 200) SQ.FT.9080242 XXX179080280 CONCRETE CURB ACCESS RAMP (PC/COT STD. DTL. 207)EACHXXX20 9320011 BRICK PAVERS (REINSTALL) SQ.FT. XXX36 7310188 ARIZONA (1K) STREETCAR POLE (NEW)37 7310188A ARIZONA (1K) STREETCAR POLE FOUNDATION (NEW)38 7310189 ARIZONA (5K) STREETCAR POLE (NEW)39 7310189A ARIZONA (5K) STREETCAR POLE FOUNDATION (NEW)Two working days before you dig,CALL FOR THE BLUE STAKES.782-5348Blue Stake CenterCALL COLLECTEACHEACHEACHEACHXXXXXXXXXXXXAC PAVEMENT LIMITSNEW TRACK SLAB LIMITSBRICK PAVER LIMITSNO. DATE REVISION BY CHKD. APPR.PRELIMINARYENGINEERINGNOT FORCONSTRUCTIONCIVIL PLANDEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVECITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYAUG 10AUG 10AUG 10REF.PLAN NO.SCALE:HORIZ:VERT:C102OF1"=20’N/A

13.9’2.0’2.6’SEE INTERSECTION DETAIL C122SEE INTERSECTION DETAIL C123CONSTRUCTION2 XXXLIMITSSEE DW G C102MATCH LINE STA 504+00504+00EXIST R/W 108’6 XXX6A36 XXX37 XXX12 XXX17 XXXXXXXXXXXXXXXXXXXXXXXXXXX20 XXXT266A2121720EESD24"2 XXX6 XXX12 XXX17 XXX505+00 506+00 507+00 508+006A36 XXX37 XXX2 XXX6 XXXXXXSDEEA A36 XXX37 XXX6AXXX20 XXXAVENIDA DEL CONVENTO23 XXX11 XXX 6 XXX11 XXX36 XXX37 XXX36 XXX37 XXX6AXXXXXXWESTBOUND TRACKCENTERLINEXXXXXXXXXXXXXXXXXXXXXXXX363721217203637WXXXXXXXXXEXIST R/W266AEESD2121720W W XXXXXXXXXXXX2 XXX6 XXX6AXXX12 XXX17 XXX20 XXXNEW CONCRETE TRACKSLAB AND RAILCALLE DE LOS HIGOS34 "AEEWWRSDADWR#24"55-20870336 XXX37 XXXEECONSTRUCTIONLIMITS36 XXX37 XXXE2 XXX6 XXX6AXXX12 XXXE17 XXX20 XXXMATCH LINE STA 508+00SEE DW G C104010 20 301" = 20’405036 XXXEXIST R/WEXIST R/W37 XXXNOTES:1. SEE CIVIL INTERSECTION DETAILS FORHORIZONTAL AND VERTICAL CONTROLFOR NEW CURB, ACCESS RAMPS,SIDEWALK, AND TIE-IN POINTS.2. OCS POLE LOCATIONS ARE APPROXIMATEAND ARE TO BE FINALIZED DURING ADVANCEDSTAGES OF DESIGN BY LTK ENGINEERINGSERVICES.3. SEE UTILITY RELOCATION PLANS FOR ALLUTILITY ADJUSTMENTS. (SEWER, WATER,TELECOM, GAS)#TUCSONBIDITEMNUMBER3030101AQUANTITIESITEM DESCRIPTIONUNITESTIMATEDQUANTITY2 3030101 AGGREGATE BASE (PC/COT STD. SPC.)CU. YD. XXX3AGGREGATE BASE (PC/COT STD. SPC.)(TRACK SLAB)CU. YD.6 4060017 ASPHALT CONCRETE (PAG MIX #1)TONXXXXXXLEGENDAC PAVEMENT LIMITSLayout: C103P:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1w\C100W_Plan2.dwgPrinted: 8/12/2010 @ 2:23:04 PM4. EXIST. WATER VALVES TO BE ADJUSTED TOGRADE UNLESS AFFECTED BY WATER LINEMODIFICATIONS.5. SEWER AND TELECOM MANHOLES TO BEADJUSTED TO GRADE. SEE SEWER PLANS FORMANHOLE ADJUSTMENT SCHEDULE.6. TRAFFIC/ELECTRIC PULL BOXES TO REMAINAND TO BE ADJUSTED TO GRADE UNLESSOTHERWISE NOTED.7. EXIST. FIRE HYDRANTS TO REMAIN AND TOBE PROTECTED IN PLACE UNLESS OTHERWISENOTED.SEE COT STD. DTL W5008. SEE TRAFFIC PLANS FOR COMBINED TRAFFICSIGNAL/OCS POLE INFORMATION.EXISTING UTILITIES SHOWN ON THESE PLANS ARE FROM EXISTINGAS-BUILTS, UTILITY MAPS AND SURVEY INFORMATION. THE ENGINEERCANNOT GUARANTEE THE ACTUAL LOCATION OF ABOVE GROUND ANDBELOW GROUND STRUCTURES AND UTILITIES. IT IS THE CONTRACTOR’SRESPONSIBILITY TO VERIFY THE LOCATION OF ALL STRUCTURES ANDUTILITIES BY ANY MEANS AVAILABLE PRIOR TO CONSTRUCTION. ANYDAMAGE TO STRUCTURES OR UTILITIES DURING CONSTRUCTION WILL BETHE RESPONSIBILITY OF THE CONTRACTOR.6A 4060019 ASPHALT CONCRETE (PAG MIX #3)TONXXX11 5050201 RESET FRAME AND COVER FOR MANHOLE EACH XXX12 9080041 CONCRETE CURB (PC/COT STD. DTL. 209, H=6"-10") (TYPE 2)L.FT.XXX179080280 CONCRETE CURB ACCESS RAMP (PC/COT STD. DTL. 207)EACHXXX20 9320011 BRICK PAVERS (REINSTALL) SQ.FT. XXX36 7310188 ARIZONA (1K) STREETCAR POLE (NEW)37 7310188A ARIZONA (1K) STREETCAR POLE FOUNDATION (NEW)Two working days before you dig,CALL FOR THE BLUE STAKES.782-5348Blue Stake CenterCALL COLLECTEACHEACHXXXXXXNEW TRACK SLAB LIMITSBRICK PAVER LIMITSNO. DATE REVISION BY CHKD. APPR.PRELIMINARYENGINEERINGNOT FORCONSTRUCTIONCIVIL PLANDEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVECITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYAUG 10AUG 10AUG 10REF.PLAN NO.SCALE:HORIZ:VERT:C103OF1"=20’N/A

511+0036 XXXEXIST R/W36 XXXR37 XXX37 XXXEEESEE DW G C103MATCH LINE W B STA 508+00SDWESTBOUND TRACKCENTERLINE24"508+00 509+00SDE E3 XXX11 XXXAVENIDA DEL CONVENTONEW CONCRETE TRACKSLAB AND RAILCONSTRUCTIONLIMITS2 XXX6 XXX6AXXXCONSTRUCTIONLIMITSAEXIST R/W 108’MATCH LINE W B STA 509+50A34 "SEE DW G C105TEEW510+00E P W WEE01020304050EEEE1" = 20’36 XXX37 XXX36 XXX37 XXXNOTES:1. SEE CIVIL INTERSECTION DETAILS FORHORIZONTAL AND VERTICAL CONTROLFOR NEW CURB, ACCESS RAMPS,SIDEWALK, AND TIE-IN POINTS.2. OCS POLE LOCATIONS ARE APPROXIMATEAND ARE TO BE FINALIZED DURING ADVANCEDLayout: C104P:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1w\C100W_Plan2.dwgPrinted: 8/12/2010 @ 2:23:35 PMSTAGES OF DESIGN BY LTK ENGINEERINGSERVICES.3. SEE UTILITY RELOCATION PLANS FOR ALLUTILITY ADJUSTMENTS. (SEWER, WATER,TELECOM, GAS)4. EXIST. WATER VALVES TO BE ADJUSTED TOGRADE UNLESS AFFECTED BY WATER LINEMODIFICATIONS.5. SEWER AND TELECOM MANHOLES TO BEADJUSTED TO GRADE. SEE SEWER PLANS FORMANHOLE ADJUSTMENT SCHEDULE.6. TRAFFIC/ELECTRIC PULL BOXES TO REMAINAND TO BE ADJUSTED TO GRADE UNLESSOTHERWISE NOTED.7. EXIST. FIRE HYDRANTS TO REMAIN AND TOBE PROTECTED IN PLACE UNLESS OTHERWISENOTED.SEE COT STD. DTL W5008. SEE TRAFFIC PLANS FOR COMBINED TRAFFICSIGNAL/OCS POLE INFORMATION.EXISTING UTILITIES SHOWN ON THESE PLANS ARE FROM EXISTINGAS-BUILTS, UTILITY MAPS AND SURVEY INFORMATION. THE ENGINEERCANNOT GUARANTEE THE ACTUAL LOCATION OF ABOVE GROUND ANDBELOW GROUND STRUCTURES AND UTILITIES. IT IS THE CONTRACTOR’SRESPONSIBILITY TO VERIFY THE LOCATION OF ALL STRUCTURES ANDUTILITIES BY ANY MEANS AVAILABLE PRIOR TO CONSTRUCTION. ANYDAMAGE TO STRUCTURES OR UTILITIES DURING CONSTRUCTION WILL BETHE RESPONSIBILITY OF THE CONTRACTOR.#TUCSONBIDITEMNUMBER3030101ATwo working days before you dig,CALL FOR THE BLUE STAKES.782-5348Blue Stake CenterCALL COLLECTQUANTITIESITEM DESCRIPTIONUNITESTIMATEDQUANTITY2 3030101 AGGREGATE BASE (PC/COT STD. SPC.)CU. YD. XXX3AGGREGATE BASE (PC/COT STD. SPC.)(TRACK SLAB)CU. YD.6 4060017 ASPHALT CONCRETE (PAG MIX #1)TONXXX6A 4060019 ASPHALT CONCRETE (PAG MIX #3)TONXXX11 5050201 RESET FRAME AND COVER FOR MANHOLEEACHXXX36 7310188 ARIZONA (1K) STREETCAR POLE (NEW)37 7310188A ARIZONA (1K) STREETCAR POLE FOUNDATION (NEW)EACHEACHXXXXXXXXXLEGENDAC PAVEMENT LIMITSNEW TRACK SLAB LIMITSNO. DATE REVISION BY CHKD. APPR.PRELIMINARYENGINEERINGNOT FORCONSTRUCTIONCIVIL PLANDEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVECITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYAUG 10AUG 10AUG 10REF.PLAN NO.SCALE:HORIZ:VERT:C104OF1"=20’N/A

EXIST R/WEEA3A4 "SEE DWG C104MATCH LINE WB STA 509+50AVENIDA DELWCONVENTOE3637TXXXXXX38 XXX39EXIST R/WXXX38 XXX39XXXAVENIDA ACEQUIAPRIMERA R/WNEW R/WNEW TRACK STOPSEE DWG C141 FORDETAILSLINDA AVE (PROPOSED)(BY OTHERS)510+00XXX 36XXXEE37CUSHING STXXX 38XXX 39E P W WXXXXXXXXXXXXWESTBOUND TRACKCENTERLINECONSTRUCTIONLIMITSEE3266AXXXXXX3839ERMATCH LINE W B STA 510+62.70SEE CUSHING ST BRIDGEIMPROVEMENT PLANS511+00 512+00 513+00 514+00CUSHING ST112+00SD113+00010203040501" = 20’NEW R/WCUSHING ST BRIDGE IMPROVEMENTS(BY OTHERS)NOTES:1. SEE CIVIL INTERSECTION DETAILS FORHORIZONTAL AND VERTICAL CONTROLFOR NEW CURB, ACCESS RAMPS,SIDEWALK, AND TIE-IN POINTS.Layout: C105P:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1w\C100W_Plan2.dwgPrinted: 8/12/2010 @ 2:23:48 PM2. OCS POLE LOCATIONS ARE APPROXIMATEAND ARE TO BE FINALIZED DURING ADVANCEDSTAGES OF DESIGN BY LTK ENGINEERINGSERVICES.3. SEE UTILITY RELOCATION PLANS FOR ALLUTILITY ADJUSTMENTS. (SEWER, WATER,TELECOM, GAS)4. EXIST. WATER VALVES TO BE ADJUSTED TOGRADE UNLESS AFFECTED BY WATER LINEMODIFICATIONS.5. SEWER AND TELECOM MANHOLES TO BEADJUSTED TO GRADE. SEE SEWER PLANS FORMANHOLE ADJUSTMENT SCHEDULE.6. TRAFFIC/ELECTRIC PULL BOXES TO REMAINAND TO BE ADJUSTED TO GRADE UNLESSOTHERWISE NOTED.7. EXIST. FIRE HYDRANTS TO REMAIN AND TOBE PROTECTED IN PLACE UNLESS OTHERWISENOTED.SEE COT STD. DTL W5008. SEE TRAFFIC PLANS FOR COMBINED TRAFFICSIGNAL/OCS POLE INFORMATION.EXISTING UTILITIES SHOWN ON THESE PLANS ARE FROM EXISTINGAS-BUILTS, UTILITY MAPS AND SURVEY INFORMATION. THE ENGINEERCANNOT GUARANTEE THE ACTUAL LOCATION OF ABOVE GROUND ANDBELOW GROUND STRUCTURES AND UTILITIES. IT IS THE CONTRACTOR’SRESPONSIBILITY TO VERIFY THE LOCATION OF ALL STRUCTURES ANDUTILITIES BY ANY MEANS AVAILABLE PRIOR TO CONSTRUCTION. ANYDAMAGE TO STRUCTURES OR UTILITIES DURING CONSTRUCTION WILL BETHE RESPONSIBILITY OF THE CONTRACTOR.#TUCSONBIDITEMNUMBER3030101ATwo working days before you dig,CALL FOR THE BLUE STAKES.782-5348Blue Stake CenterCALL COLLECTQUANTITIESITEM DESCRIPTIONUNITESTIMATEDQUANTITY2 3030101 AGGREGATE BASE (PC/COT STD. SPC.)CU. YD. XXX3AGGREGATE BASE (PC/COT STD. SPC.)(TRACK SLAB)CU. YD.6 4060017 ASPHALT CONCRETE (PAG MIX #1)TONXXX6A 4060019 ASPHALT CONCRETE (PAG MIX #3)TONXXX36 7310188 ARIZONA (1K) STREETCAR POLE (NEW)37 7310188A ARIZONA (1K) STREETCAR POLE FOUNDATION (NEW)38 7310189 ARIZONA (5K) STREETCAR POLE (NEW)39 7310189A ARIZONA (5K) STREETCAR POLE FOUNDATION (NEW)EACHEACHEACHEACHXXXXXXXXXXXXXXXLEGENDAC PAVEMENT LIMITSNEW TRACK SLAB LIMITSNO. DATE REVISION BY CHKD. APPR.PRELIMINARYENGINEERINGNOT FORCONSTRUCTIONCIVIL PLANDEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVECITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYAUG 10AUG 10AUG 10REF.PLAN NO.SCALE:HORIZ:VERT:C105OF1"=20’N/A

16100MATCH EXISTWB STA 524+59.72, 108.13’ LTXXX 1XXX 2WSDEEMATCH EXISTWB STA 524+92.93, 105.96’ LTETTSETEXIST R/WETEECUSHING ST BRIDGEIMPROVEMENTS(BY OTHERS)NEW CENTER TRACK STOPSEE DWG C142 FOR DETAILSEXIST R/WXXX 1XXX 2XXX 4SEE NOTENO. 9XXX4WWEB FRONTAGE RDMATCH EXISTWB STA 524+91.39, 33.86’ LT30 XXX2927XXXXXXSEE NOTENO. 91 XXX2 XXX6 XXX6A XXX36 XXX37 XXXCONSTRUCTIONLIMITS2 XXX6 XXX6A XXX0 10 20 301" = 20’36 XXX37 XXXSEE CUSHING STRECONSTRUCTIONPLAN C106R4050WESTBOUNDTRACKCENTERLINE523+00524+00XXXXXXXXX124525+003XXX526+00 527+00122+00123+00124+00125+00 126+00EPEEEEEESDWWWTSA 2"E ETS EEEWEEMATCH LINE STA 126+50SEE DW G C10736’ + -CUSHING ST62’ + -EASTBOUNDTRACKEXIST R/WCENTERLINEPROPOSED R/WNOTES:1. SEE CIVIL INTERSECTION DETAILS FORHORIZONTAL AND VERTICAL CONTROLFOR NEW CURB, ACCESS RAMPS,SIDEWALK, AND TIE-IN POINTS.XXX 1XXXXXXBEGIN ROADWAY RECONSTRUCTIONEB STA 123+66.67, 10.80’ LT=WB STA 524+51.00, 13.15’ RTSEE NOTENO. 924SEE INTERSECTION DETAIL C124EXIST R/WEXIST R/W28 XXXMATCH EXISTEB STA 123+76.46, 109.15’ RTMATCH EXISTEB STA 124+19.65, 105.18’ RT3 XXX1 XXX2 XXXSEE NOTENO. 96 XXX6A XXX27 XXX30 XXX29 XXXI-10 OVERPASS36 XXX37 XXX9 XXXCATCH BASINMODIFICATIONSEE DWG C152NEW CONCRETETRACK SLAB (TYP)EXIST R/W36 XXX37 XXXCONSTRUCTIONLIMITS2. OCS POLE LOCATIONS ARE APPROXIMATEAND ARE TO BE FINALIZED DURING ADVANCEDSTAGES OF DESIGN BY LTK ENGINEERINGSERVICES.3. SEE UTILITY RELOCATION PLANS FOR ALLUTILITY ADJUSTMENTS. (SEWER, WATER,TELECOM, GAS)LEGEND#TUCSONBIDITEMNUMBERQUANTITIESITEM DESCRIPTIONUNITESTIMATEDQUANTITY#TUCSONBIDITEMNUMBERQUANTITIESITEM DESCRIPTIONUNITESTIMATEDQUANTITY4. EXIST. WATER VALVES TO BE ADJUSTED TOGRADE UNLESS AFFECTED BY WATER LINEMODIFICATIONS.AC PAVEMENT LIMITS122050003 GRADING ROADWAY FOR PAVEMENTSQ.YD. XXX3030101 AGGREGATE BASE (PC/COT STD. SPC.)CU. YD. XXX272890800019080041ACONCRETE VERTICAL CURB (ADOT STD DTL C-05.10, TYPE A)CONCRETE CURB & GUTTER (ADOT STD DTL C-05.10, TYPE D, H=7")L.FT.L.FT.XXXXXXLayout: C106P:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1e\C100e_Plans.dwgPrinted: 8/12/2010 @ 2:42:43 PM5. SEWER AND TELECOM MANHOLES TO BEADJUSTED TO GRADE. SEE SEWER PLANS FORMANHOLE ADJUSTMENT SCHEDULE.6. TRAFFIC/ELECTRIC PULL BOXES TO REMAINAND TO BE ADJUSTED TO GRADE UNLESSOTHERWISE NOTED.7. EXIST. FIRE HYDRANTS TO REMAIN AND TOBE PROTECTED IN PLACE UNLESS OTHERWISENOTED.SEE COT STD. DTL W5008. SEE TRAFFIC PLANS FOR COMBINED TRAFFICSIGNAL/OCS POLE INFORMATION.EXISTING UTILITIES SHOWN ON THESE PLANS ARE FROM EXISTINGAS-BUILTS, UTILITY MAPS AND SURVEY INFORMATION. THE ENGINEERCANNOT GUARANTEE THE ACTUAL LOCATION OF ABOVE GROUND ANDBELOW GROUND STRUCTURES AND UTILITIES. IT IS THE CONTRACTOR’SRESPONSIBILITY TO VERIFY THE LOCATION OF ALL STRUCTURES ANDUTILITIES BY ANY MEANS AVAILABLE PRIOR TO CONSTRUCTION. ANYDAMAGE TO STRUCTURES OR UTILITIES DURING CONSTRUCTION WILL BETHE RESPONSIBILITY OF THE CONTRACTOR.PCCP LIMITSNEW TRACK SLAB LIMITSTwo working days before you dig,CALL FOR THE BLUE STAKES.782-5348Blue Stake CenterCALL COLLECT343030101AAGGREGATE BASE (PC/COT STD. SPC.)(TRACK SLAB)CU. YD.4010010 PORTLAND CEMENT CONCRETE PAVEMENTSQ.YD. XXX6 4060017 ASPHALT CONCRETE (PAG MIX #1)TONXXX6A 4060019 ASPHALT CONCRETE (PAG MIX #3)TONXXX9 5030135 CATCH BASIN, ADOT C-15.20 (TYPE 3) EACH XXX17 9080280 CONCRETE CURB ACCESS RAMP (PC/COT STD. DTL. 207) EACH XXXNO. DATE REVISION BY CHKD. APPR.XXX2930PRELIMINARYENGINEERING60%NOT FORCONSTRUCTION90802019080243ACONCRETE SIDEWALK (ADOT STD DTL C-05.20)CONCRETE SIDEWALK RAMP (ADOT STD. DTL. C-05.30, TYPE B)36 7310188 ARIZONA (1K) STREETCAR POLE (NEW)37 7310188A ARIZONA (1K) STREETCAR POLE FOUNDATION (NEW)CIVIL PLANCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVEMHWMHWRGMSQ. FT.EACHEACHEACHDEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYAUG 10AUG 10AUG 10REF.PLAN NO.XXXXXXXXXXXXSCALE:HORIZ:VERT:C106OF1"=20’N/A

8’MATCH EXISTCURB & GUTTERSDMATCH EXISTCURB & GUTTEREXIST BRIDGE PIERPROTECT IN PLACE (TYP)MATCH EXISTCURB & GUTTER+60.7671.58’ LT+72.7775.31’ LT+80.0475.43’ LTMATCH EXISTSIDEWALK010 20 301" = 20’4050I-10 EB FRONTAGE RD+03.4650.46’ LT+05.8150.52’ LTR=20’OCS POLE(TYP)WESTBOUNDTRACKCENTERLINECONSTRUCTIONLIMITSR=25’SDE+20.9956.94’ LT+22.8657.01’ LT+58.6171.55’ LTEE2"A+71.3558.64’ LTR=30’NEW R/WEE8’BEGIN PCCP RECONSTRUCTIONCUSHING ST STA 11+66.70=EB STA 123+66.70, 10.80’ LT=WB STA 524+51.03, 13.15’ RTEND PCCP RECONSTRUCTIONBEGIN AC RECONSTRUCTIONCUSHING ST STA 12+04.83=EB STA 124+04.12, 13.02’ LT=WB STA 524+90.05, 16.61’ RT124+00525+008’526+00 527+00 528+0031’ 31’12+00 13+00 14+00 15+00 16+00N 88^20’04.01" ECUSHING ST125+00 126+008’END AC RECONSTRUCTIONBEGIN PCCP RECONSTRUCTIONSTA 15+23.46 =E127+00EB STA 127+21.08, 24.36’ LT =WB STA 528+09.54, 17.30’ RTSD+23.5012.30’ LT+23.4019.55’ RTSD+23.4922.30’ LT+23.26+59.4722.30’ LT15+59.4824.49’ LTR=12.65’+59.5112.30’ LT+59.40E34.55’ RT+05.23MH#4366-718’128+00529+0012.30’ LT+05.2313.00’ RT8’PC 16+30.74+37.1312.26’ LT+24.4513.00’ RTMATCH LINE STA 16+50SEE DW G C107RLayout: C106RP:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1e\C100e_RdwyPlans.dwgPrinted: 8/12/2010 @ 2:44:45 PMEEENOTES:1. SEE CIVIL INTERSECTION DETAILS FORHORIZONTAL AND VERTICAL CONTROLFOR NEW CURB, ACCESS RAMPS,SIDEWALK, AND TIE-IN POINTS.2. OCS POLE LOCATIONS ARE APPROXIMATEAND ARE TO BE FINALIZED DURING ADVANCEDSTAGES OF DESIGN BY LTK ENGINEERINGSERVICES.3. SEE UTILITY RELOCATION PLANS FOR ALLUTILITY ADJUSTMENTS. (SEWER, WATER,TELECOM, GAS)4. EXIST. WATER VALVES TO BE ADJUSTED TOGRADE UNLESS AFFECTED BY WATER LINEMODIFICATIONS.5. SEWER AND TELECOM MANHOLES TO BEADJUSTED TO GRADE. SEE SEWER PLANS FORMANHOLE ADJUSTMENT SCHEDULE.6. TRAFFIC/ELECTRIC PULL BOXES TO REMAINAND TO BE ADJUSTED TO GRADE UNLESSOTHERWISE NOTED.7. EXIST. FIRE HYDRANTS TO REMAIN AND TOBE PROTECTED IN PLACE UNLESS OTHERWISENOTED.SEE COT STD. DTL W5008. SEE TRAFFIC PLANS FOR COMBINED TRAFFICSIGNAL/OCS POLE INFORMATION.9. SEE CIVIL PLANS FOR QUANTITIESSD+06.2751.17’ RT+07.80102.01’ RTA 2"E E+10.1651.06’ RT+09.57101.99’ RTR=20’EASTBOUNDTRACKCENTERLINEMODIFY EXIST CATCH BASINGRATE ELEV=INV ELEV=SEE DWG C152EXIST BRIDGE PIERPROTECT IN PLACE (TYP)MATCH EXISTCURB & GUTTEREXISTING UTILITIES SHOWN ON THESE PLANS ARE FROM EXISTINGAS-BUILTS, UTILITY MAPS AND SURVEY INFORMATION. THE ENGINEERCANNOT GUARANTEE THE ACTUAL LOCATION OF ABOVE GROUND ANDBELOW GROUND STRUCTURES AND UTILITIES. IT IS THE CONTRACTOR’SRESPONSIBILITY TO VERIFY THE LOCATION OF ALL STRUCTURES ANDUTILITIES BY ANY MEANS AVAILABLE PRIOR TO CONSTRUCTION. ANYDAMAGE TO STRUCTURES OR UTILITIES DURING CONSTRUCTION WILL BETHE RESPONSIBILITY OF THE CONTRACTOR.EECONSTRUCTIONLIMITSTwo working days before you dig,CALL FOR THE BLUE STAKES.782-5348Blue Stake CenterCALL COLLECTR=20’+20.9151.71’ RTE E SDE+19.15115.43’ RTMATCH EXISTCURB & GUTTERGENERAL NOTES:1. CLASS B CONCRETE TO BE USED FORSIDEWALK AND RAMP CONSTRUCTION.2. NEW CONCRETE CURB TO BE COT STD. DTL.209 (TYPE 2) UNLESS OTHERWISE NOTED.3. ALL ELEVATIONS ARE TO THE TOP OF CURBAND TOP OF FINISHED PAVEMENT GRADE ATGUTTER UNLESS OTHERWISE NOTED.4. ALL OFFSETS ARE TO THE FACE OF CURBUNLESS OTHERWISE NOTED.5. SEE DWG C107P FOR ROADWAY PROFILE.NO. DATE REVISION BY CHKD. APPR.29.63’ RT+22.9551.74’ RT+21.22115.55’ RTI-10 W B FRONTAGE RD+58.63+59.4475.11’ RT121.28’ RTPRELIMINARYENGINEERINGNOT FORCONSTRUCTIONMH#4366-72+64.80EEE121.55’ RT+61.7275.27’ RT+69.7388.75’ RT2"AEERR=35’MATCH EXIST SIDEWALKAND CURB & GUTTEREND PCCP RECONSTRUCTIONBEGIN AC RECONSTRUCTIONSTA 15+59.44 =EB STA 127+57.24, 29.30’ LT =WB STA 528+45.60, 17.30’ RTTHE DESIGN FOR THE RECONSTRUCTION OF CUSHING STREETPROVIDES FOR A 45 DEGREE LEFT TURN. AASHTO STANDARDS FORURBAN CONDITIONS REQUIRE A SUPERELEVATION FOR THISCURVATURE, THE MAGNITUDE OF WHICH DEPENDS UPON THE DESIGNSPEED, TO BE AS FOLLOWS:25 MPH e=2.9030 MPH e=3.4235 MPH e=3.84HOWEVER, DUE TO CONSTRAINTS PROVIDED BY THE EXISTINGDRAINAGE CONDITIONS, THE PROPOSED DESIGN PROVIDES FOR ANORMAL CROWN, WHICH MATCHES THE CONDITION OF THE EXISTINGROADWAY. A DESIGN EXCEPTION WILL BE REQUIRED IF A NORMALCROWN IS USED.CUSHING ST RECONSTRUCTION PLANDEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVECITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYMHWMHWRGMAUG 10AUG 10AUG 10REF.PLAN NO.SCALE:HORIZ:VERT:C106R1"=20’N/AOF

1593015836CONSTRUCTIONLIMITSWESTBOUNDTRACKCENTERLINEXXXXXXXXXXXXXXXXXXXXXXXX27EXIST R/WMATCH EXISTINGWB STA 528+09.03, 39.71’ LT12XXX 6ACONSTRUCTIONLIMITSSEE DW G C1061266AMATCH LINE STA 126+50XXXSEE NOTENO. 9XXXXXXXXXXXXXXXXXX62’ + -XXX29271266AI-10 OVERPASS3EE E30ESEE INTERSECTION DETAIL C125XXXXXXXXXXXXTSE TSEE E SDE127+0030XXXESDESDSEE NOTENO. 9528+00SDTS2’W B FRONTAGE RDEEEPTSEEEE29EE2"A2"AEEWWETSTSEMATCH EXISTINGWB STA 528+44.78, 54.25’ LT29E27 XXXMATCH EXISTINGWB STA 530+01.97, 71.26’ LTMATCH EXISTINGWB STA 528+66.21, 58.13’ LT30MH#4366-71128+00R529+001512117CUSHING ST29 2MATCH EXISTINGEB STA 127+35.11, 90.36’ RT124MATCH EXISTEB STA 127+27.8726.94’ RT28XXXXXXXXXXXXXXXXXX1241242’MATCH EXISTEB STA 127+65.0245.40’ RTXXX3028 XXXXXXXXXXXXSEE NOTENO. 9EXIST R/WSEE NOTENO. 9XXXXXX14 XXXMATCH EXISTINGEB STA 127+67.93, 91.36’ RTXXXXXXXXXXXXMATCH EXISTINGEB STA 127+74.12, 91.02’ RT1215XXXXXXEASTBOUNDTRACK266ACENTERLINEPROPOSED R/W12 XXXCONSTRUCTIONLIMITSEXIST R/WXXXXXXXXX3 XXXXXXXXXXXX3637363717EEXIST R/WMATCH EXISTINGEB STA 128+91.50, 50.24’ RTCONSTRUCTIONLIMITS34 "A129+00WMH#5230-04530+00SENTINEL AVE34.5’ + -SEE CUSHING STRECONSTRUCTIONPLAN C106R ANDC107R34.5’+-AP16MATCH EXISTINGWB STA 530+40.85, 61.89’ LTMATCH EXISTINGWB STA 530+47.72, 59.88’ LTPEEEXXXXXXXXX361744 XXX15E1737 XXXXXXXXXEXIST R/WXXXSEE INTERSECTION DETAIL C126XXX36 XXX37 XXX130+00MATCH EXISTINGEB STA 129+22.53, 56.59’ RT6AXXX531+00R R RWR RRR115121MATCH LINE STA 130+501215XXX2 XXX6 XXX6AXXXXXXXXX2 XXX6 XXX6A80’ + -XXXXXXXXXTHE DESIGN FOR THE RECONSTRUCTION OF CUSHING STREETXXXSEE DW G C108NEW CONCRETETRACK SLAB (TYP)PROVIDES FOR A 45 DEGREE LEFT TURN. AASHTO STANDARDS FORURBAN CONDITIONS REQUIRE A SUPERELEVATION FOR THISCURVATURE, THE MAGNITUDE OF WHICH DEPENDS UPON THE DESIGNSPEED, TO BE AS FOLLOWS:25 MPH e=2.9030 MPH e=3.4235 MPH e=3.84HOWEVER, DUE TO CONSTRAINTS PROVIDED BY THE EXISTINGDRAINAGE CONDITIONS, THE PROPOSED DESIGN PROVIDES FOR ANORMAL CROWN, WHICH MATCHES THE CONDITION OF THE EXISTINGROADWAY. A DESIGN EXCEPTION WILL BE REQUIRED IF A NORMALCROWN IS USED.E360EA 3 4 "37 XXXEXIST R/WXXX101" = 20’CONSTRUCTIONLIMITS#12342030TUCSONBIDITEMNUMBER3030101A4050NOTES:1. SEE CIVIL INTERSECTION DETAILS FORHORIZONTAL AND VERTICAL CONTROLFOR NEW CURB, ACCESS RAMPS,SIDEWALK, AND TIE-IN POINTS.2. OCS POLE LOCATIONS ARE APPROXIMATEAND ARE TO BE FINALIZED DURING ADVANCEDSTAGES OF DESIGN BY LTK ENGINEERINGSERVICES.3. SEE UTILITY RELOCATION PLANS FOR ALLUTILITY ADJUSTMENTS. (SEWER, WATER,TELECOM, GAS)4. EXIST. WATER VALVES TO BE ADJUSTED TOGRADE UNLESS AFFECTED BY WATER LINEMODIFICATIONS.5. SEWER AND TELECOM MANHOLES TO BEADJUSTED TO GRADE. SEE SEWER PLANS FORMANHOLE ADJUSTMENT SCHEDULE.6. TRAFFIC/ELECTRIC PULL BOXES TO REMAINAND TO BE ADJUSTED TO GRADE UNLESSOTHERWISE NOTED.7. EXIST. FIRE HYDRANTS TO REMAIN AND TOBE PROTECTED IN PLACE UNLESS OTHERWISENOTED.SEE COT STD. DTL W5008. SEE TRAFFIC PLANS FOR COMBINED TRAFFICSIGNAL/OCS POLE INFORMATION.QUANTITIESITEM DESCRIPTIONUNITESTIMATEDQUANTITY2050003 GRADING ROADWAY FOR PAVEMENTSQ.YD. XXX3030101 AGGREGATE BASE (PC/COT STD. SPC.)CU. YD. XXXAGGREGATE BASE (PC/COT STD. SPC.)(TRACK SLAB)CU. YD.4010010 PORTLAND CEMENT CONCRETE PAVEMENTSQ.YD. XXX6 4060017 ASPHALT CONCRETE (PAG MIX #1)TONXXX6A 4060019 ASPHALT CONCRETE (PAG MIX #3)TONXXX12 9080041 CONCRETE CURB (PC/COT STD. DTL. 209, H=6"-10") (TYPE 2)L.FT.XXX14 9080150 CONCRETE MEDIAN PAVEMENTSQ.FT. XXX15 CONCRETE SIDEWALK (PC/COT STD. DTL. 200) SQ.FT.9080242 XXX172728299080280 CONCRETE CURB ACCESS RAMP (PC/COT STD. DTL. 207)EACHXXX90800019080041A9080201CONCRETE VERTICAL CURB (ADOT STD DTL C-05.10, TYPE A)CONCRETE CURB & GUTTER (ADOT STD DTL C-05.10, TYPE D, H=7")CONCRETE SIDEWALK (ADOT STD DTL C-05.20)L.FT.L.FT.SQ. FT.XXXXXXXXXXXX30 9080243A CONCRETE SIDEWALK RAMP (ADOT STD. DTL. C-05.30, TYPE B)EACHXXX36 7310188 ARIZONA (1K) STREETCAR POLE (NEW)EACHXXXLayout: C107P:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1e\C100e_Plans.dwgPrinted: 8/12/2010 @ 2:42:58 PMEXISTING UTILITIES SHOWN ON THESE PLANS ARE FROM EXISTINGAS-BUILTS, UTILITY MAPS AND SURVEY INFORMATION. THE ENGINEERCANNOT GUARANTEE THE ACTUAL LOCATION OF ABOVE GROUND ANDBELOW GROUND STRUCTURES AND UTILITIES. IT IS THE CONTRACTOR’SRESPONSIBILITY TO VERIFY THE LOCATION OF ALL STRUCTURES ANDUTILITIES BY ANY MEANS AVAILABLE PRIOR TO CONSTRUCTION. ANYDAMAGE TO STRUCTURES OR UTILITIES DURING CONSTRUCTION WILL BETHE RESPONSIBILITY OF THE CONTRACTOR.LEGENDAC PAVEMENT LIMITSPCCP LIMITSNEW TRACK SLAB LIMITSTwo working days before you dig,CALL FOR THE BLUE STAKES.782-5348Blue Stake CenterCALL COLLECTNO. DATE REVISION BY CHKD. APPR.PRELIMINARYENGINEERING60%NOT FORCONSTRUCTION37 7310188A ARIZONA (1K) STREETCAR POLE FOUNDATION (NEW)44 5030192 ADJUST CATCH BASIN TO GRADEEACHXXXCIVIL PLANCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVEMHWMHWRGMEACHDEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYAUG 10AUG 10AUG 10REF.PLAN NO.SCALE:HORIZ:VERT:XXXC107OF1"=20’N/A

8’21+00R=10’+77.1633.05’ LTE533+00133+00010 20 301" = 20’4050R=30’END AC RECONSTRUCTIONMATCH EXIST PAVEMENT34 "A+16.5191.45’ LT+55.97+57.3983.33’ LT79.07’ LTMATCH EXISTSIDEWALK+64.6581.55’ LTER=30’8’EE+89.03-10.36’ LT+96.47R=10’-10.29’ LT19+00532+00E+09.71+64.2938.38’ LT2.39’ RT39.74’ LTE+58.25+71.13R=19.5’34.56’ LTR=6.7’+88.5124.03’ LTPT 20+02.71+88.4520+0023.36’ RT132+00ES GRANADA AVEEEEND AC RECONSTRUCTIONMATCH EXIST PAVEMENTCUSHING ST STA 19+88.47=EB STA 132+10.46, 28.35’ LT=WB STA 532+57.36, 29.03’ RTR=25’+10.9167.06’ LT8’MH#5230-04530+00R=460’18+00531+00CUSHING STA 3 4 " A131+00+04.1810.50’ RTEEE34 " 34 "AMH#5309-01+27.9462.90’ RT2’+68.04CUSHING ST65.77’ RT+75.5066.69’ RTMATCH EXIST SIDEWALKEMATCH LINE STA 16+50SEE DW G C106R17+00130+008’ 8’EER=30’A+19.7788.28’ RT+27.9288.22’ RT+26.2388.22’ RTEND AC RECONSTRUCTIONMATCH EXIST PAVEMENTR=500’R R REMATCH EXIST SIDEWALKPI 18+26.58NOTES:1. SEE CIVIL INTERSECTION DETAILS FORHORIZONTAL AND VERTICAL CONTROLFOR NEW CURB, ACCESS RAMPS,SIDEWALK, AND TIE-IN POINTS.129+00ER RRRMH#5309-02Layout: C107RP:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1e\C100e_RdwyPlans.dwgPrinted: 8/12/2010 @ 2:45:02 PM2. OCS POLE LOCATIONS ARE APPROXIMATEAND ARE TO BE FINALIZED DURING ADVANCEDSTAGES OF DESIGN BY LTK ENGINEERINGSERVICES.3. SEE UTILITY RELOCATION PLANS FOR ALLUTILITY ADJUSTMENTS. (SEWER, WATER,R=30’TELECOM, GAS)4. EXIST. WATER VALVES TO BE ADJUSTED TOGRADE UNLESS AFFECTED BY WATER LINEMODIFICATIONS.5. SEWER AND TELECOM MANHOLES TO BEADJUSTED TO GRADE. SEE SEWER PLANS FORMANHOLE ADJUSTMENT SCHEDULE.6. TRAFFIC/ELECTRIC PULL BOXES TO REMAINAND TO BE ADJUSTED TO GRADE UNLESSOTHERWISE NOTED.7. EXIST. FIRE HYDRANTS TO REMAIN AND TOBE PROTECTED IN PLACE UNLESS OTHERWISENOTED.SEE COT STD. DTL W5008. SEE TRAFFIC PLANS FOR COMBINED TRAFFICSIGNAL/OCS POLE INFORMATION.9. SEE CIVIL PLANS FOR QUANTITIESEXIST UTILITIES SHOWN ON THESE PLANS ARE FROM EXIST AS-BUILTS,UTILITY MAPS AND SURVEY INFORMATION. THE ENGINEER CANNOTGUARANTEE THE ACTUAL LOCATION OF ABOVE GROUND AND BELOWGROUND STRUCTURES AND UTILITIES. IT IS THE CONTRACTOR’SRESPONSIBILITY TO VERIFY THE LOCATION OF ALL STRUCTURES ANDUTILITIES BY ANY MEANS AVAILABLE PRIOR TO CONSTRUCTION. ANYDAMAGE TO STRUCTURES OR UTILITIES DURING CONSTRUCTION WILL BETHE RESPONSIBILITY OF THE CONTRACTOR.8’+87.5680.33’ RT16+88.1974.66’ RTSENTINAL AVE17+19.5567.65’ RT+16.7185.86’ RTR=30’ADJUST EXIST CATCHBASIN TO GRADESEE DWG XXXEND AC RECONSTRUCTIONMATCH EXIST PAVEMENTTwo working days before you dig,CALL FOR THE BLUE STAKES.782-5348Blue Stake CenterCALL COLLECTTHE DESIGN FOR THE RECONSTRUCTION OF CUSHING STREETPROVIDES FOR A 45 DEGREE LEFT TURN. AASHTO STANDARDS FORURBAN CONDITIONS REQUIRE A SUPERELEVATION FOR THISCURVATURE, THE MAGNITUDE OF WHICH DEPENDS UPON THE DESIGNSPEED, TO BE AS FOLLOWS:25 MPH e=2.9030 MPH e=3.4235 MPH e=3.84HOWEVER, DUE TO CONSTRAINTS PROVIDED BY THE EXISTINGDRAINAGE CONDITIONS, THE PROPOSED DESIGN PROVIDES FOR ANORMAL CROWN, WHICH MATCHES THE CONDITION OF THE EXISTINGROADWAY. A DESIGN EXCEPTION WILL BE REQUIRED IF A NORMALCROWN IS USED.NO. DATE REVISION BY CHKD. APPR.PRELIMINARYENGINEERINGNOT FORCONSTRUCTIONDEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYGENERAL NOTES:1. CLASS B CONCRETE TO BE USED FORSIDEWALK AND RAMP CONSTRUCTION.2. NEW CONCRETE CURB TO BE COT STD. DTL.209 (TYPE 2) UNLESS OTHERWISE NOTED.3. ALL ELEVATIONS ARE TO THE TOP OF CURBAND TOP OF FINISHED PAVEMENT GRADE ATGUTTER UNLESS OTHERWISE NOTED.4. ALL OFFSETS ARE TO THE FACE OF CURBUNLESS OTHERWISE NOTED.5. SEE DWG C107P FOR ROADWAY PROFILE.CUSHING ST RECONSTRUCTION PLANCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVEMHWMHWRGMAUG 10AUG 10AUG 10REF.PLAN NO.SCALE:HORIZ:VERT:C107RN/AOF1"=20’

23602358STA 11+7530" SAN SEWERINV.=2349.5 [STA 11+9536" REC WATERSTA 12+0824" STORM DRAININV.=2435.1 [STA 12+19UG ELECTRICSTA 15+02UG ELECTRICSTA 15+1024" STORM DRAINSTA 15+4521" SAN SEWERCROWN OF PIPEELEV=2340.223602358100’ VCSDs 317’2356235423522350PVI 11+67.00Elev =2352.420.50%EASTBOUNDFRONTAGE RDPVC 12+05.00Elev =2352.61PVI 12+30.00Elev =2352.74PVT 12+55.00Elev =2352.49-1.00%PVC 12+92.50Elev =2352.11Corr = 0.19PVI 13+42.50Elev =2351.61PVT 13+92.50Elev =2351.860.50%FINISHED GRADEPVC 14+40.00Elev =2352.1080’ VCSDs 289’Corr = 0.13EXIST GROUNDPVI 14+80.00Elev =2352.30PVT 15+20.00Elev =2353.04PVI 15+24.50Elev =2353.121.85%1.85%WESTBOUNDFRONTAGE RDMATCH LINE STA 15+502356235423522350234850’ VCSDs 744’2348Corr = -0.092346234611+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50Layout: C107PP:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1e\C100e_RdwyProfile.dwgPrinted: 8/12/2010 @ 2:45:32 PM23602358235623542352235023482346MATCH LINE STA 15+50PVI 15+59.50Elev =2353.77PVC 15+60.00STA 15+6824" WATERElev =2353.781.85%STA 15+73UG ELECTRICSTA 15+7824" ABND WATERWESTBOUNDFRONTAGE RDSTA 15+852" GASPVI 16+00.00STA 15+88UG ELECTRICElev =2354.5280’ VCSDs 419’Corr = -0.28STA 16+00UG ELECTRICPVT 16+40.00Elev =2354.12-1.00%PVC 16+60.00Elev =2353.92STA 16+9916" WATERSTA 17+0716" ABND WATERSTA 17+168" SAN SEWERPVI 17+20.00Elev =2353.32STA 17+22120’ VCSDs 1280’1 1 4" GASCorr = 0.30PVT 17+80.00Elev =2353.92STA 17+90WATER SERVICE15+5016+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50EXISTING UTILITIES SHOWN ON THESE PLANS ARE FROM EXISTINGAS-BUILTS, UTILITY MAPS AND SURVEY INFORMATION. THE ENGINEERCANNOT GUARANTEE THE ACTUAL LOCATION OF ABOVE GROUND ANDBELOW GROUND STRUCTURES AND UTILITIES. IT IS THE CONTRACTOR’SRESPONSIBILITY TO VERIFY THE LOCATION OF ALL STRUCTURES ANDUTILITIES BY ANY MEANS AVAILABLE PRIOR TO CONSTRUCTION. ANYDAMAGE TO STRUCTURES OR UTILITIES DURING CONSTRUCTION WILL BETHE RESPONSIBILITY OF THE CONTRACTOR.Two working days before you dig,CALL FOR THE BLUE STAKES.782-5348Blue Stake CenterCALL COLLECTEXIST GROUND1.00%FINISHED GRADESTA 18+40WATER SERVICESTA 18+908’x4’ CONCRETEBOX CULVERTPVC 18+90.00Elev =2355.02STA 19+06UG ELECTRICSTA 19+1012" REC WATERNO. DATE REVISION BY CHKD. APPR.PVI 19+40.00Elev =2355.52100’ VCSDs 746’STA 19+452-8’x4’ CONC BOX CULVERTSCorr = -0.19STA 19+8542" STORM DRAINPRELIMINARYENGINEERINGNOT FORCONSTRUCTIONSTA 19+9042" STORM DRAIN60" STORM DRAININV.=2339[PVT 19+90.00Elev =2355.25STA 20+02UG ELECTRIC(TO BE RELOCATED)23602358235623542352235023482346CUSHING ST RECONSTRUCTION PROFILEDEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVECITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYMHWMHWRGMAUG 10AUG 10AUG 10REF.PLAN NO.SCALE:HORIZ:VERT:C107POF1"=20’1"=2’ N/A

THE DESIGN FOR THE RECONSTRUCTION OF CUSHING STREETPROVIDES FOR A 45 DEGREE LEFT TURN. AASHTO STANDARDS FORURBAN CONDITIONS REQUIRE A SUPERELEVATION FOR THISCURVATURE, THE MAGNITUDE OF WHICH DEPENDS UPON THE DESIGNSPEED, TO BE AS FOLLOWS:25 MPH e=2.9030 MPH e=3.4235 MPH e=3.84PEPHOWEVER, DUE TO CONSTRAINTS PROVIDED BY THE EXISTINGDRAINAGE CONDITIONS, THE PROPOSED DESIGN PROVIDES FOR ANORMAL CROWN, WHICH MATCHES THE CONDITION OF THE EXISTINGROADWAY. A DESIGN EXCEPTION WILL BE REQUIRED IF A NORMALCROWN IS USED.531+00E15XXX17XXXSEE NOTENO. 9E121XXXXXX2 XXX6 XXX6AXXX17EXISTING R/W1 XXX2 XXX6 XXX6AXXXXXXSEE NOTENO. 93 XXXNEW TRACK STOPSEE DWG C143FOR DETAILS15XXXMH#9910-15XXXCONSTRUCTION LIMITS36 XXX37 XXXEXIST R/W17 XXX121XXX2 XXX6 XXX6AXXXWB STA 534+38.223.97’ LT36 XXX37 XXXEXISTING CATCH BASINPROTECT IN PLACE56AXXXXXX36 XXX37 XXX010 20 30 40 501" = 20’36 XXX37 XXXESEE DW G C107MATCH LINE STA 130+50CUSHING ST80’ + -XXXXXX 1712A 3 4 " A131+00E14 XXXTS532+00SEE CUSHING STRECONSTRUCTIONPLAN C107RWWE132+00END PAVEMENTRECONSTRUCTIONWB STA 532+57.545.00’ RTEETSEND PAVEMENTRECONSTRUCTIONEB STA 132+11.095.00’ LTEE533+00 534+00 535+00 536+00MH#9870-03EXISTING MEDIAN ISLANDPROTECT IN PLACEGRANADA AVE133+00 134+00 135+00EWW W5309-01AMH#WE97’ + -MATCH LINE STA 135+50SEE DW G C109XXX 12XXX 15XXX 1XXX 2XXX 6XXX 6ANOTES:1. SEE CIVIL INTERSECTION DETAILS FORHORIZONTAL AND VERTICAL CONTROLFOR NEW CURB, ACCESS RAMPS,SIDEWALK, AND TIE-IN POINTS.2. OCS POLE LOCATIONS ARE APPROXIMATEAND ARE TO BE FINALIZED DURING ADVANCEDSTAGES OF DESIGN BY LTK ENGINEERINGSERVICES.EXXXXXX17XXX15SEE NOTENO. 9EEXXX17W AEE15MATCH EXISTINGEB STA 131+45.8460.80’ RTA34 " 3A4 "45.5’+ -CUSHINGSTMATCH EXISTINGEB STA 131+47.4835.46’ RTMATCH EXISTINGEB STA 131+47.6460.78’ RTXXXSEE INTERSECTION DETAIL C127MH#5309-01WWEETSXXX 3 XXX 17 XXX 3620SEE NOTENO. 91720XXXXXXMATCH EXISTINGEB STA 131+90.1637.83’ RT#123XXXTUCSONBIDITEMNUMBER3030101A37CONSTRUCTION LIMITSNEW TRACK STOPSEE DWG C144FOR DETAILSXXXMODIFY CATCHBASIN. SEEDWG C152XXX17EXIST R/WQUANTITIESITEM DESCRIPTIONUNIT151ESTIMATEDQUANTITY2050003 GRADING ROADWAY FOR PAVEMENTSQ.YD. XXX3030101 AGGREGATE BASE (PC/COT STD. SPC.)CU. YD. XXXAGGREGATE BASE (PC/COT STD. SPC.)(TRACK SLAB)EE1036 XXX37 XXXCU. YD.XXXXXXXXXXXXXXX266AXXXXXXXXX3637XXXEXXX17155309-02AMH#TCCENTRANCE35’ + -56A56AXXXXXXEND PAVEMENTRECONSTRUCTIONEB STA 135+08.005.00’ RTXXXXXX3637XXXXXXEND PAVEMENT RECONSTRUCTIONEB STA 135+08.0028.85’ RTMATCH EXISTINGEB STA 135+06.7030.39’ RTSEE INTERSECTION DETAIL C1283. SEE UTILITY RELOCATION PLANS FOR ALLUTILITY ADJUSTMENTS. (SEWER, WATER,TELECOM, GAS)LEGEND44010010 PORTLAND CEMENT CONCRETE PAVEMENTSQ.YD. XXX5 4040301 CRACK SEAL ASPHALTIC CONCRETE PAVEMENTL. FT. XXX6 4060017 ASPHALT CONCRETE (PAG MIX #1)TONXXX4. EXIST. WATER VALVES TO BE ADJUSTED TOGRADE UNLESS AFFECTED BY WATER LINEMODIFICATIONS.AC PAVEMENT LIMITS6A 4060019 ASPHALT CONCRETE (PAG MIX #3)TONXXX10 5030236 CATCH BASIN (PC/COT STD. DTL. 305 THROUGH 310)EACH XXXLayout: C108P:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1e\C100e_Plans.dwgPrinted: 8/12/2010 @ 2:43:16 PM5. SEWER AND TELECOM MANHOLES TO BEADJUSTED TO GRADE. SEE SEWER PLANS FORMANHOLE ADJUSTMENT SCHEDULE.6. TRAFFIC/ELECTRIC PULL BOXES TO REMAINAND TO BE ADJUSTED TO GRADE UNLESSOTHERWISE NOTED.7. EXIST. FIRE HYDRANTS TO REMAIN AND TOBE PROTECTED IN PLACE UNLESS OTHERWISENOTED.SEE COT STD. DTL W5008. SEE TRAFFIC PLANS FOR COMBINED TRAFFICSIGNAL/OCS POLE INFORMATION.EXISTING UTILITIES SHOWN ON THESE PLANS ARE FROM EXISTINGAS-BUILTS, UTILITY MAPS AND SURVEY INFORMATION. THE ENGINEERCANNOT GUARANTEE THE ACTUAL LOCATION OF ABOVE GROUND ANDBELOW GROUND STRUCTURES AND UTILITIES. IT IS THE CONTRACTOR’SRESPONSIBILITY TO VERIFY THE LOCATION OF ALL STRUCTURES ANDUTILITIES BY ANY MEANS AVAILABLE PRIOR TO CONSTRUCTION. ANYDAMAGE TO STRUCTURES OR UTILITIES DURING CONSTRUCTION WILL BETHE RESPONSIBILITY OF THE CONTRACTOR.NEW TRACK SLAB LIMITSOVERLAY LIMITSTwo working days before you dig,CALL FOR THE BLUE STAKES.782-5348Blue Stake CenterCALL COLLECT12 9080041 CONCRETE CURB (PC/COT STD. DTL. 209, H=6"-10") (TYPE 2)L.FT.XXX14 9080150 CONCRETE MEDIAN PAVEMENTSQ.FT. XXX15 CONCRETE SIDEWALK (PC/COT STD. DTL. 200) SQ.FT.9080242 XXX179080280 CONCRETE CURB ACCESS RAMP (PC/COT STD. DTL. 207)EACHXXX20 9320011 BRICK PAVERS (REINSTALL) SQ.FT. XXX36 7310188 ARIZONA (1K) STREETCAR POLE (NEW)37 7310188A ARIZONA (1K) STREETCAR POLE FOUNDATION (NEW)NO. DATE REVISION BY CHKD. APPR.EACHEACHXXXXXXPRELIMINARYENGINEERING60%NOT FORCONSTRUCTIONCIVIL PLANDEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVECITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYMHWMHWRGMAUG 10AUG 10AUG 10REF.PLAN NO.SCALE:HORIZ:VERT:C108OF1"=20’N/A

NEW CONCRETETRACK SLAB (TYP)XXX3XXX36E541+00MATCH LINE STA 140+50WESTBOUNDXXX3701020304050EXISTING MEDIAN ISLANDPROTECT IN PLACEXXXXXX56ACONSTRUCTIONLIMITSTRACKCENTERLINE1" = 20’SEE DW G C 10EXIST R/WSEE INTERSECTION DETAIL C128XXXXXX56AXXX36XXXXXX12XXX 12XXX 17XXXXXX3637XXXXXX3637XXXXXXXXX126AXXXXXX3637EE540+0077.5’ + -W141+00XXX37XXX6A539+00W WWWE140+00E538+00SEE DW G C108MATCH LINE STA 135+50536+0097’ + -WWW136+00537+00GRANADA AVE137+00W9+00 10+00138+00WWE56A139+00XXXXXX36 XXX37 XXX56A12XXXXXXXXXXXXEW WG36 XXX37 XXXCONSTRUCTIONLIMITSEASTBOUNDTRACKGCENTERLINEWEXIST R/WEE34 "A24.5’ + -12XXXXXX6AXXXEXISTING MEDIAN ISLANDPROTECT IN PLACE32.5’ + -EXIST R/W6AXXXTCCENTRANCEWWWWWWR36 XXX37 XXXMATCH EXISTEB STA 135+88.80, 29.64’ RT3 XXXEXIST R/W36 XXX37 XXX27’+-36 XXXMATCH EXISTEB STA 138+24.50, 35.07’ RTMATCH EXISTEB STA 138+01.37, 29.94’ RTNOTES:1. SEE CIVIL INTERSECTION DETAILS FORHORIZONTAL AND VERTICAL CONTROLFOR NEW CURB, ACCESS RAMPS,SIDEWALK, AND TIE-IN POINTS.MATCH EXISTEB STA 135+56.12, 29.94’ RT37 XXXMATCH EXISTEB STA 137+88.54, 53.91’ RT2. OCS POLE LOCATIONS ARE APPROXIMATEAND ARE TO BE FINALIZED DURING ADVANCEDSTAGES OF DESIGN BY LTK ENGINEERINGSERVICES.MATCH EXISTEB STA 137+63.80, 48.02’ RT3. SEE UTILITY RELOCATION PLANS FOR ALLUTILITY ADJUSTMENTS. (SEWER, WATER,TELECOM, GAS)4. EXIST. WATER VALVES TO BE ADJUSTED TOGRADE UNLESS AFFECTED BY WATER LINELayout: C109P:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1e\C100e_Plans.dwgPrinted: 8/12/2010 @ 2:43:32 PMLEGENDAC PAVEMENT LIMITSNEW TRACK SLAB LIMITSOVERLAY LIMITSEXISTING UTILITIES SHOWN ON THESE PLANS ARE FROM EXISTINGAS-BUILTS, UTILITY MAPS AND SURVEY INFORMATION. THE ENGINEERCANNOT GUARANTEE THE ACTUAL LOCATION OF ABOVE GROUND ANDBELOW GROUND STRUCTURES AND UTILITIES. IT IS THE CONTRACTOR’SRESPONSIBILITY TO VERIFY THE LOCATION OF ALL STRUCTURES ANDUTILITIES BY ANY MEANS AVAILABLE PRIOR TO CONSTRUCTION. ANYDAMAGE TO STRUCTURES OR UTILITIES DURING CONSTRUCTION WILL BETHE RESPONSIBILITY OF THE CONTRACTOR.#123TUCSONBIDITEMNUMBER3030101AQUANTITIESITEM DESCRIPTIONUNITESTIMATEDQUANTITY2050003 GRADING ROADWAY FOR PAVEMENTSQ.YD. XXX3030101 AGGREGATE BASE (PC/COT STD. SPC.)CU. YD. XXXAGGREGATE BASE (PC/COT STD. SPC.)(TRACK SLAB)CU. YD.5 4040301 CRACK SEAL ASPHALTIC CONCRETE PAVEMENTL. FT. XXX6A 4060019 ASPHALT CONCRETE (PAG MIX #3)TONXXX12 9080041 CONCRETE CURB (PC/COT STD. DTL. 209, H=6"-10") (TYPE 2)L.FT.XXX179080280 CONCRETE CURB ACCESS RAMP (PC/COT STD. DTL. 207)EACHXXX36 7310188 ARIZONA (1K) STREETCAR POLE (NEW)37 7310188A ARIZONA (1K) STREETCAR POLE FOUNDATION (NEW)Two working days before you dig,CALL FOR THE BLUE STAKES.782-5348Blue Stake CenterCALL COLLECTEACHEACHXXXXXXXXXNO. DATE REVISION BY CHKD. APPR.PRELIMINARYENGINEERING60%NOT FORCONSTRUCTIONCIVIL PLANCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVEMHWMHWRGMMODIFICATIONS.5. SEWER AND TELECOM MANHOLES TO BEADJUSTED TO GRADE. SEE SEWER PLANS FORMANHOLE ADJUSTMENT SCHEDULE.6. TRAFFIC/ELECTRIC PULL BOXES TO REMAINAND TO BE ADJUSTED TO GRADE UNLESSOTHERWISE NOTED.7. EXIST. FIRE HYDRANTS TO REMAIN AND TOBE PROTECTED IN PLACE UNLESS OTHERWISENOTED.SEE COT STD. DTL W5008. SEE TRAFFIC PLANS FOR COMBINED TRAFFICSIGNAL/OCS POLE INFORMATION.DEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYAUG 10AUG 10AUG 10REF.PLAN NO.SCALE:HORIZ:VERT:C109OF1"=20’N/A

EE15473154742359.262359.29EEEEESEE INTERSECTION DETAIL C129EXISTING MEDIANISLAND PROTECT IN PLACEXXXXXXSEE DW G C109MATCH LINE STA 140+503637EASTBOUNDTRACKCENTERLINEMATCH EXISTWB STA 541+36.51, 31.17’ LTXXXXXX77.5’ + -3637WW WW WW W541+00WXXXXXXXXXXXXXXXXXXXXXXXX141+0034 "A1215MATCH EXISTEB STA 141+24.46, 60.97’ RT126A1756AWW WW WMUSIC HALLENTRANCEMH#10+00 11+009873-0620’ + -MH#5309-42121517MATCH EXISTWB STA 541+57.49, 31.51’ LT12126A171536373637XXXXXXXXXXXXXXXXXX542+003A4 "XXXXXXXXXXXXXXXXXXXXX142+00126AXXXXXXXXXMATCH EXISTEB STA 141+53.90, 57.06’ RT126A126AXXXXXXXXXXXXXXXXXXTWW56AW36376"XXXXXXWESTBOUNDTRACKCENTERLINE543+00 544+00 544+27.82GRANADA AVEWESDW15"10+00W11+00WMH#9873-05143+00 144+00 144+62.223EXIST R/WMATCH EXISTEB STA 200+38.92, 36.56’ RTMATCH EXISTEB STA 200+48.53, 36.92’ RTNEW CONCRETETRACK SLAB (TYP)EXISTING MEDIAN ISLANDPROTECT IN PLACE31.5’- + 41’-CONSTRUCTIONLIMITSXXXXXX126A56AXXXXXXXXXXXXXXXXXX36373637XXXXXXXXXXXXXXXXXX3 XXX363745’- +3637CALLE CARLOSXXXXXXCONSTRUCTIONLIMITSEXIST R/WEND SEGMENT 1CONSTRUCTIONWB STA 544+27.82+ARRUZA- 45’ +SEND SEGMENT 1CONSTRUCTIONEB STA 144+62.20MH#5309-41NOTES:01020301" = 20’1. SEE CIVIL INTERSECTION DETAILS FORHORIZONTAL AND VERTICAL CONTROLFOR NEW CURB, ACCESS RAMPS,SIDEWALK, AND TIE-IN POINTS.40503637XXXXXX2. OCS POLE LOCATIONS ARE APPROXIMATEAND ARE TO BE FINALIZED DURING ADVANCEDSTAGES OF DESIGN BY LTK ENGINEERINGSERVICES.3. SEE UTILITY RELOCATION PLANS FOR ALLUTILITY ADJUSTMENTS. (SEWER, WATER,TELECOM, GAS)QUANTITIES4. EXIST. WATER VALVES TO BE ADJUSTED TOGRADE UNLESS AFFECTED BY WATER LINEMODIFICATIONS.TUCSONLayout: C110P:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1e\C100e_Plans.dwgPrinted: 8/12/2010 @ 2:44:00 PM#123BIDITEMNUMBER3030101AITEM DESCRIPTIONUNITESTIMATEDQUANTITY2050003 GRADING ROADWAY FOR PAVEMENTSQ.YD. XXX3030101 AGGREGATE BASE (PC/COT STD. SPC.)CU. YD. XXXAGGREGATE BASE (PC/COT STD. SPC.)(TRACK SLAB)CU. YD.5 4040301 CRACK SEAL ASPHALTIC CONCRETE PAVEMENTL. FT. XXX6A 4060019 ASPHALT CONCRETE (PAG MIX #3)TONXXX12 9080041 CONCRETE CURB (PC/COT STD. DTL. 209, H=6"-10") (TYPE 2)L.FT.XXX15 CONCRETE SIDEWALK (PC/COT STD. DTL. 200) SQ.FT.9080242 XXX179080280 CONCRETE CURB ACCESS RAMP (PC/COT STD. DTL. 207)EACHXXX36 7310188 ARIZONA (1K) STREETCAR POLE (NEW)37 7310188A ARIZONA (1K) STREETCAR POLE FOUNDATION (NEW)EXISTING UTILITIES SHOWN ON THESE PLANS ARE FROM EXISTINGAS-BUILTS, UTILITY MAPS AND SURVEY INFORMATION. THE ENGINEERCANNOT GUARANTEE THE ACTUAL LOCATION OF ABOVE GROUND ANDBELOW GROUND STRUCTURES AND UTILITIES. IT IS THE CONTRACTOR’SRESPONSIBILITY TO VERIFY THE LOCATION OF ALL STRUCTURES ANDUTILITIES BY ANY MEANS AVAILABLE PRIOR TO CONSTRUCTION. ANYDAMAGE TO STRUCTURES OR UTILITIES DURING CONSTRUCTION WILL BETHE RESPONSIBILITY OF THE CONTRACTOR.EACHEACHXXXXXXXXXTwo working days before you dig,CALL FOR THE BLUE STAKES.782-5348Blue Stake CenterCALL COLLECTLEGENDAC PAVEMENT LIMITSNEW TRACK SLAB LIMITSOVERLAY LIMITSNO. DATE REVISION BY CHKD. APPR.PRELIMINARYENGINEERING60%NOT FORCONSTRUCTIONCIVIL PLANCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVEMHWMHWRGM5. SEWER AND TELECOM MANHOLES TO BEADJUSTED TO GRADE. SEE SEWER PLANS FORMANHOLE ADJUSTMENT SCHEDULE.6. TRAFFIC/ELECTRIC PULL BOXES TO REMAINAND TO BE ADJUSTED TO GRADE UNLESSOTHERWISE NOTED.7. EXIST. FIRE HYDRANTS TO REMAIN AND TOBE PROTECTED IN PLACE UNLESS OTHERWISENOTED.SEE COT STD. DTL W5008. SEE TRAFFIC PLANS FOR COMBINED TRAFFICSIGNAL/OCS POLE INFORMATION.DEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYAUG 10AUG 10AUG 10REF.PLAN NO.SCALE:HORIZ:VERT:C110OF1"=20’N/A

500+00100+00BEGIN SEGMENT 1WESTBOUND STA 500+00BEGIN SEGMENT 1EASTBOUND STA 100+00EEEEEXIST R/WEASTBOUNDTRACK CENTERLINEEP=2349.95500+00MATCH LINE STA 500+00100+00EP=2349.81EP=2349.81EP=2349.58EP=2349.58CONGRESS STEP=2349.34EP=2349.34ETSEXIST R/WEP=2349.1EP=2349.1100+00 101+00 102+00ETSEP=2348.88TC=2349.34FL=2348.84EP=2348.88103+00103+00TC=2349.42FL=2348.92EESDEP=2348.81TC=2349.27FL=2348.77EP=2348.81TC=2349.35FL=2348.85MATCH LINE STA 103+25SEE PROPOSED LINDA AVE DWGS (BY OTHERS)LINDA AVE01020301" = 20’40NOTE: COORDINATION IS ONGOING WITHDEVELOPMENT IN THIS AREA. DESIGNHAS NOT YET BEEN FINALIZED.50MATCH LINE STA 100+00ETC.O.EP=2349.95EP=2350.21EP=2349.95EP=2350.21EXIST R/WPROPOSED R/W501+00502+00 503+00WESTBOUNDTRACK CENTERLINEE504+00504+00010 20 301" = 20’4050Layout: C115P:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1e\C100_Staking.dwgPrinted: 8/12/2010 @ 4:26:37 PMEECONGRESS STEEEE TSEEETS PEEEP=2350.47EEP=2350.47TSDSD24"24"EP=2350.73SDSDEP=2350.73TC=2350.98FL=2350.53TC=2350.82FL=2350.26ESDEP=2350.99EP=2350.99AVENIDA DEL CONVENT0ETC=2351.22FL=2350.81ATC=2351.09FL=2350.67EP=2351.25EEP=2351.25TC=2351.91FL=2351.41ESDETC=2351.5424"EFL=2351.35EP=2351.52ETC=2351.55FL=2351.10EP=2351.52TC=2352.37FL=2351.93EEP=2351.78EP=2351.7824"SDTC=2351.89FL=2351.48NO. DATE REVISION BY CHKD. APPR.SDE9+50 10+00 10+50EP=2352.04EP=2352.04TC=2352.26FL=2351.80MATCH LINE STA 504+00504+00EPRELIMINARYENGINEERINGNOT FORSEE DW G S102CONSTRUCTIONROADWAY STAKING PLANDEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVECITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYMHWMHWRGMAUG 10AUG 10AUG 10REF.PLAN NO.SCALE:HORIZ:VERT:C115N/AOF

9+50 10+00 10+50TC=2354.10FL=2353.6424"SDTC=2354.19FL=2353.75TC=2354.54FL=2354.14TC=2354.07MATCH LINE STA 508+00FL=2353.80TC=2354.42FL=2353.98TC=2354.56FL=2354.12TC=2352.94FL=2352.47TC=2353.30FL=2352.82EP=2355.199+50 10+00 10+50TC=2353.79FL=2353.43TC=2354.10FL=2353.64TC=2353.02FL=2352.59TC=2353.73FL=2353.32TC=2352.89FL=2352.45TC=2353.15FL=2352.70TC=2353.40FL=2352.99TC=2353.43FL=2353.45TC=2354.07FL=2353.80MATCH LINE STA 508+00504+00504+00EXIST R/W01020304050EP=2352.04EP=2352.04MATCH LINE STA 504+00SEE DW G S101EP=2352.30EP=2352.30TC=2351.98FL=2351.99TWESTBOUNDTRACK CENTERLINEEEP=2352.56EP=2352.56505+00 506+00 507+00 508+00SDTC=2352.88FL=2352.5124"EP=2352.82SDEP=2352.82EEP=2353.08EP=2353.08EP=2353.34EP=2353.34EEP=2353.60SDEP=2353.6034 "AEEP=2353.86SDEP=2353.8624"EEEEP=2354.13EP=2354.131" = 20’AVENIDA DEL CONVENT0ADWR#55-208703A AREEEEEEFL=2351.80TC=2352.39FL=2351.98EXIST R/WNOTE: COORDINATION IS ONGOING WITHDEVELOPMENT IN THIS AREA. DESIGNHAS NOT YET BEEN FINALIZED.SEE CUSHING STREET BRIDGE IMPROVEMENTSMATCH LINE STA 510+62.70EXIST R/WWESTBOUNDTRACK CENTERLINE508+00509+00510+00(BY OTHERS)RTC=2354.78FL=2354.38EP=2355.46EP=2355.46TEE EEEP=2354.92EP=2354.13EP=2354.13EP=2354.39EP=2354.39SDEP=2354.65EP=2354.65EP=2354.92EP=2355.19ELayout: C116P:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1e\C100_Staking.dwgPrinted: 8/12/2010 @ 4:26:49 PMAVENIDA DEL CONVENT0EEXIST R/WAETC=2354.83FL=2354.42A34 "E PECUSHING STENO. DATE REVISION BY CHKD. APPR.PRELIMINARYENGINEERINGNOT FORCONSTRUCTIONROADWAY STAKING PLANDEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVECITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYMHWMHWRGMAUG 10AUG 10AUG 10REF.PLAN NO.SCALE:HORIZ:VERT:C116N/AOF

MATCH LINE STA 135+50TC=2355.26EP=2354.76TC=2354.99EP=2354.49TC=2354.76EP=2354.26MATCH LINE STA 135+50533+00 534+00 535+00EXIST R/WEP=2355.05EWESTBOUNDTRACK CENTERLINEEP=2354.76TC=2354.82FL=2354.32EP=2354.48EP=2354.36TC=2354.69FL=2354.1TC=2355.00FL=2354.36EP=2354.51TC=2355.29FL=2354.66EP=2354.76TC=2355.56FL=2354.98EP=2355.02536+00536+00010 20 301" = 20’4050EEEESEE DWG C107REEP=2355.04TSEP=2355.05EP=2354.76EP=2354.76GRANADA AVEEP=2354.48EP=2354.49EP=2354.36EP=2354.26EP=2354.51EP=2354.36EP=2354.76EP=2354.78EP=2355.02EP=2355.24Layout: C117P:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1e\C100_Staking.dwgPrinted: 8/12/2010 @ 4:27:05 PM132+00132+00EETSTC=2355.55FL=2355.05EP=2355.04FL=2355.78TC=2355.56FL=2354.98EP=2355.02EP=2355.02EP=2355.24EP=2355.24536+00536+00135+56.1229.94’ RTTC=2356.48FL=2355.88EXIST R/WEEEP=2354.36133+00 134+00 135+00FL=2355.24EP=2355.27EP=2355.27135+88.8029.64’ RTTC=2356.51FL=2356.05EP=2355.70EP=2355.70TC=2355.83FL=2355.24TC=2355.45FL=2355.60R136+00EFL=2355.47EP=2355.52TC=2356.03FL=2355.47EP=2355.53EP=2356.15EP=2356.15EASTBOUNDTRACK CENTERLINETC=2356.85FL=2356.29537+00ETC=2356.24FL=2355.66EP=2355.77EP=2355.72EP=2356.52EP=2356.52GRANADA AVETC=2357.21FL=2356.61137+00ETC=2356.41FL=2355.82TC=2354.86FL=2354.36EP=2356.01EEP=2356.01EP=2356.7934 "AE538+00EP=2356.79TC=2357.41FL=2357.40137+63.80TC=2357.92FL=2357.5248.02’ RTEP=2354.78TC=2356.13FL=2356.12135+06.70EP=2356.24TC=2355.61FL=2355.109+00 10+00 11+0030.39’ RTEP=2356.19EP=2357.02137+88.54TC=53.91’ RT138+01.37EP=2358.12EP=2357.02TC=2357.99FL=2357.4629.94’ RT135+42.25138+0030.06’ RTTC=2356.33EP=2355.24FL=2355.78EP=2356.48138+24.50TC=2356.94FL=2356.36TC=2358.07FL=2357.5235.07’ RTEP=2356.43135+56.12539+00EP=2357.26FL=2356.97EP=2357.26FL=2357.1TC=2358.00FL=2357.48WESTBOUNDTRACK CENTERLINEFL=2356.55TC=2357.19EP=2356.72EEP=2356.70EP=2357.50EXIST R/WEFL=2357.24EP=2357.50NO. DATE REVISION BY CHKD. APPR.TC=2358.30FL=2357.71FL=2356.78TC=2357.42EP=2356.96FL=2357.30EP=2356.90139+00540+00FL=2357.44EP=2357.73PRELIMINARYENGINEERINGNOT FORCONSTRUCTIONEP=2357.73EP=2357.20TC=2358.51FL=2357.03TC=2357.63EFL=2357.49FL=2357.84EP=2357.18FL=2357.63EP=2357.97EASTBOUNDTRACK CENTERLINEEXIST R/WEFL=2357.21TC=2357.83EP=2357.44FL=2357.64EP=2357.97TC=2358.74FL=2358.04EP=2357.43EEP=2358.21G140+00GFL=2357.69FL=2357.38TC=2357.88EP=2357.68FL=2357.96EP=2358.21TC=2358.95FL=2358.35EP=2357.63EP=2357.88EP=2358.45DEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVECITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYMHWMHWRGMMATCH LINE STA 140+50ROADWAY STAKING PLANSEE DW G S101AUG 10AUG 10AUG 10REF.PLAN NO.EP=2358.45SCALE:EP=2357.87FL=2358.65HORIZ:VERT:C117N/AOF

EE154742359.29154732359.26EEEEOF01020304050EP=2358.21EP=2358.21EXIST R/WEP=2357.43TC=2358.95FL=2358.35EP=2357.44TC=2357.83FL=2357.21EXIST R/WSEE DW G S101MATCH LINE STA 140+50FL=2357.69FL=2357.96EP=2357.63EP=2358.45EP=2358.45TC=2359.19FL=2358.6534 "141+00541+00EP=2357.68ATC=2357.88FL=2357.38141+17.6488.05’ LTTC=2357.88FL=2357.389+00 10+00 11+00141+46.03EP=2358.62EP=2358.6287.98’ LTEP=2357.87TC=2357.88EP=2357.88FL=2357.38542+00EP=2357.90EP=2357.90EP=2358.6034 "ATC=2359.44FL=2358.77EP=2358.60TC=2358.28FL=2357.71WESTBOUNDTRACK CENTERLINE142+00FL=2358.42FL=2358.58EXIST R/WTC=2358.1FL=2357.57EP=2357.75EP=2357.75EP=2358.36FL=2358.44EP=2358.36TC=2359.03FL=2358.27FL=2358.37T6"543+00EP=2357.57EP=2357.57EP=2357.98TC=2358.58FL=2357.96EP=2357.98EASTBOUNDTRACK CENTERLINETC=2357.91FL=2357.34143+00FL=2358.05FL=2358.08EXIST R/WTC=2357.72FL=2357.1EP=2357.39EP=2357.39EP=2357.59TC=2358.13FL=2357.52EP=2357.59FL=2357.67GRANADA AVEFL=2357.79EP=2357.22EP=2357.22EP=2357.20ETC=2357.51FL=2356.90TC=2357.50FL=2356.92FL=2357.51EP=2357.20144+00EP=2357.15EP=2357.15FL=2357.47FL=2357.47144+19.22144+20.3636.56’ RT67.19’ LTTC=2357.07FL=2356.54TC=2357.41FL=2356.83SDWB STA 544+27.82END SEGMENT 1EP=2356.8115"EP=2356.81EP=2356.71EP=2356.71FL=2356.50144+60.12FL=2357.27FL=2357.2736.56’ RTTC=2357.07FL=2356.431" = 20’EB STA 144+62.20END SEGMENT 1TC=2359.70FL=2359.15TC=2359.81FL=2359.3260.97’ RT56.66’ RT141+24.46141+55.64Layout: C118P:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1e\C100_Staking.dwgPrinted: 8/12/2010 @ 4:27:37 PMNO. DATE REVISION BY CHKD. APPR.PRELIMINARYENGINEERINGNOT FORCONSTRUCTIONROADWAY STAKING PLANDEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVECITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYMHWMHWRGMAUG 10AUG 10AUG 10REF.PLAN NO.SCALE:HORIZ:VERT:C118N/A

LINDA AVE (PROPOSED)(BY OTHERS)OFCONGRESS ST1BEASTBOUND TRACKCENTERLINEEB STA 102+77.37, 6.00’ LTCOT STD. DTL. 207RAMP CONTROL PT.ELEV.=XXXX.XXSEE DETAIL XXXEB STA 102+94.12, 33.35 LT1CCOT STD. DTL. 207RAMP CONTROL PT.ELEV.=XXXX.XXSEE DETAIL XXXW10’0’ 10’ 20’SCALE:1" = 10’10’TS8’102+00*2ATSW1AR=1’EWR=15’1DW2BR=76’2’ SAWCUT (TYP)GEOMETRIC DATA TABLE103+00# TYPE STATION & OFFSETELEV.2.21E1ABCREB STA 102+43.70, 6.00’ LTXXXX.XX2.11BECREB STA 102+43.50, 7.97’ LTXXXX.XXEB STA 102+77.54, 6.00’ RT1CBCREB STA 102+81.20, 31.26’ LTXXXX.XXCOT STD. DTL. 207RAMP CONTROL PT.ELEV.=XXXX.XXSEE DETAIL XXX2.3R=1’1D1E1FECRBCRECREB STA 102+98.08, 29.08’ LTEB STA 103+16.25, 7.79’ LTEB STA 103+15.69, 6.00’ LTXXXX.XXXXXX.XXXXXX.XX2APOTEB STA 102+09.65, 6.50’ RTXXXX.XX2BBCREB STA 102+15.92, 6.50’ RTXXXX.XX2CECREB STA 103+22.34, 6.00’ RTXXXX.XX2C* MATCH EXISTING CURB2.41FSIDEWALK CONTROL DATA# STATION & OFFSETELEV.2.12.2EB STA 102+36.58, 13.93’ RTEB STA 102+67.75, 12.06’ RTXXXX.XXXXXX.XXLayout: C120 - LindaP:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1w\C100_Details.dwgPrinted: 8/12/2010 @ 2:17:26 PMTwo working days before you dig,CALL FOR THE BLUE STAKES.782-5348Blue Stake CenterCALL COLLECTEXISTING UTILITIES SHOWN ON THESE PLANS ARE FROM EXISTINGAS-BUILTS, UTILITY MAPS AND SURVEY INFORMATION. THE ENGINEERCANNOT GUARANTEE THE ACTUAL LOCATION OF ABOVE GROUND ANDBELOW GROUND STRUCTURES AND UTILITIES. IT IS THE CONTRACTOR’SRESPONSIBILITY TO VERIFY THE LOCATION OF ALL STRUCTURES ANDUTILITIES BY ANY MEANS AVAILABLE PRIOR TO CONSTRUCTION. ANYDAMAGE TO STRUCTURES OR UTILITIES DURING CONSTRUCTION WILL BETHE RESPONSIBILITY OF THE CONTRACTOR.GENERAL NOTES:1. CLASS B CONCRETE TO BE USED FORSIDEWALK AND RAMP CONSTRUCTION.2. NEW CONCRETE CURB TO BE COT STD. DTL.209 (TYPE 2) UNLESS OTHERWISE NOTED.3. ALL ELEVATIONS ARE TO THE TOP OF CURBAND TOP OF FINISHED PAVEMENT GRADE ATGUTTER UNLESS OTHERWISE NOTED.4. ALL OFFSETS ARE TO THE FACE OF CURBUNLESS OTHERWISE NOTED.LEGENDAC PAVEMENT LIMITSPCCP LIMITSNEW TRACK SLAB LIMITSNO. DATE REVISION BY CHKD. APPR.PRELIMINARYENGINEERINGNOT FORCONSTRUCTION2.32.4DEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OFTUCSONEB STA 102+87.37, 12.06’ RTEB STA 103+22.11, 16.16’ RTCONGRESS ST/LINDA AVEDRWN. BYDSGN. BYCHKD. BYKDNKDNRGMAUG 10AUG 10AUG 10XXXX.XXXXXX.XXINTERSECTION STAKING DETAILCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVEREF.PLAN NO.SCALE:HORIZ:VERT:C1201"=10’N/A

OFWB STA 500+69.05, 26.73’ RTCOT STD. DTL. 207RAMP CONTROL PT.ELEV.=XXXX.XXSEE DETAIL XXXWESTBOUND TRACKCENTERLINEC.O.WB STA 500+80.99, 6.01’ RTECOT STD. DTL. 207RAMP CONTROL PT.ELEV.=XXXX.XXWSEE DETAIL XXXWB STA 500+88.57, 29.65’ RTCOT STD. DTL. 207RAMP CONTROL PT.ELEV.=XXXX.XXSEE DETAIL XXX2’ SAWCUT (TYP)R=35’2D2E2FR=1’CONGRESS ST100+00500+008’10’0’ 10’ 20’ETSWR=87.5’ETSPSCALE:1" = 10’E1A2CE3C1BR=75.5’3.3LEGENDWB STA 501+00.83, 57.50’ RTCOT STD. DTL. 207RAMP CONTROL PT.ELEV.=XXXX.XXSEE DETAIL XXXWAVENIDA DEL CONVENTO2BR=1’501+00T3B3A3.13.1WB STA 500+80.96, 5.98’ LTCOT STD. DTL. 207RAMP CONTROL PT.ELEV.=XXXX.XXSEE DETAIL XXXGEOMETRIC DATA TABLE# TYPE STATION & OFFSET1A POC WB STA 500+99.16, 61.14’ RT1B POC WB STA 501+03.11, 54.46’ RT2A BCR WB STA 501+30.82, 5.57’ RT2B ECR WB STA 501+31.05, 7.82’ RT2C BCR WB STA 501+03.29, 22.18’ RT2D ECR WB STA 500+62.39, 22.27’ RT2E BCR WB STA 500+34.45, 7.98’ RT2F ECR WB STA 500+34.67, 6.01’ RT3A POT WB STA 501+68.92, 4.16’ LTELEV.XXXX.XXXXXX.XXXXXX.XXXXXX.XXXXXX.XXXXXX.XXXXXX.XXXXXX.XXXXXX.XX2A3B BCR WB STA 501+42.81, 6.13’ LT XXXX.XXAC PAVEMENT LIMITS3C ECR WB STA 500+02.00, 6.00’ LT XXXX.XXNEW TRACK SLAB LIMITSSIDEWALK CONTROL DATA# STATION & OFFSETELEV.Layout: C121 - CongressP:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1w\C100_Details.dwgPrinted: 8/12/2010 @ 2:17:36 PMBRICK PAVER LIMITSEXISTING UTILITIES SHOWN ON THESE PLANS ARE FROM EXISTINGAS-BUILTS, UTILITY MAPS AND SURVEY INFORMATION. THE ENGINEERCANNOT GUARANTEE THE ACTUAL LOCATION OF ABOVE GROUND ANDBELOW GROUND STRUCTURES AND UTILITIES. IT IS THE CONTRACTOR’SRESPONSIBILITY TO VERIFY THE LOCATION OF ALL STRUCTURES ANDUTILITIES BY ANY MEANS AVAILABLE PRIOR TO CONSTRUCTION. ANYDAMAGE TO STRUCTURES OR UTILITIES DURING CONSTRUCTION WILL BETHE RESPONSIBILITY OF THE CONTRACTOR.Two working days before you dig,CALL FOR THE BLUE STAKES.782-5348Blue Stake CenterCALL COLLECT8’NO. DATE REVISION BY CHKD. APPR.PRELIMINARYENGINEERINGNOT FORCONSTRUCTION3.13.23.3WB STA 500+90.74, 12.50’ LTWB STA 500+68.86, 12.46’ LTWB STA 500+22.06, 14.23’ LTDEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYKDNKDNRGMXXXX.XXXXXX.XXXXXX.XXCONGRESS ST/AVENIDA DEL CONVENTOINTERSECTION STAKING DETAILCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVEAUG 10AUG 10AUG 10REF.PLAN NO.SCALE:HORIZ:VERT:C1211"=10’N/A

OF1AEWB STA 502+46.52, 9.01’ LTCOT STD. DTL. 207RAMP CONTROL PT.ELEV.=XXXX.XXSEE DETAIL XXX*1BWB STA 503+70.41, 22.05’ LTCOT STD. DTL. 207RAMP CONTROL PT.ELEV.=XXXX.XXSEE DETAIL XXX5C5B*5A*5DR=25’PASEO DE LOSZANJEROS*6A*6BWESTBOUND TRACKCENTERLINEWB STA 504+08.84, 27.41’ LTCOT STD. DTL. 207RAMP CONTROL PT.ELEV.=XXXX.XXSEE DETAIL XXXWB STA 504+89.04, 6.05’ LTCOT STD. DTL. 207RAMP CONTROL PT.ELEV.=XXXX.XXSEE DETAIL XXX10’0’ 10’ 20’SCALE:1" = 10’*7A503+00R=5’*7B504+00505+0010’8’*2AW*2BAVENIDA DEL CONVENTOW WW2’ SAWCUT (TYP)*3A*4A*8A*8BWB STA 502+45.47, 35.50’ RTCOT STD. DTL. 207RAMP CONTROL PT.ELEV.=XXXX.XXSEE DETAIL XXXWB STA 502+58.14, 56.10’ RTCOT STD. DTL. 207RAMP CONTROL PT.ELEV.=XXXX.XXSEE DETAIL XXX*3BPASEO DE LOS ZANJEROS*4BWB STA 502+92.34, 56.06’ RTCOT STD. DTL. 207RAMP CONTROL PT.ELEV.=XXXX.XXSEE DETAIL XXXGEOMETRIC DATA TABLEGEOMETRIC DATA TABLE# TYPE STATION & OFFSETELEV.WB STA 504+88.98, 17.90’ RTCOT STD. DTL. 207RAMP CONTROL PT.ELEV.=XXXX.XXSEE DETAIL XXX# TYPE STATION & OFFSETELEV.5ABCRWB STA 503+42.60, 10.03’ LTXXXX.XXLEGEND1APIWB STA 502+30.92, 4.24’ LTXXXX.XX5BECRWB STA 503+47.05, 7.91’ LTXXXX.XXLayout: C122 - ZanjerosP:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1w\C100_Details.dwgPrinted: 8/12/2010 @ 2:17:48 PMTwo working days before you dig,CALL FOR THE BLUE STAKES.GENERAL NOTES:782-5348Blue Stake CenterAC PAVEMENT LIMITSNEW TRACK SLAB LIMITSBRICK PAVER LIMITSCALL COLLECTEXISTING UTILITIES SHOWN ON THESE PLANS ARE FROM EXISTINGAS-BUILTS, UTILITY MAPS AND SURVEY INFORMATION. THE ENGINEERCANNOT GUARANTEE THE ACTUAL LOCATION OF ABOVE GROUND ANDBELOW GROUND STRUCTURES AND UTILITIES. IT IS THE CONTRACTOR’SRESPONSIBILITY TO VERIFY THE LOCATION OF ALL STRUCTURES ANDUTILITIES BY ANY MEANS AVAILABLE PRIOR TO CONSTRUCTION. ANYDAMAGE TO STRUCTURES OR UTILITIES DURING CONSTRUCTION WILL BETHE RESPONSIBILITY OF THE CONTRACTOR.1. CLASS B CONCRETE TO BE USED FORSIDEWALK AND RAMP CONSTRUCTION.2. NEW CONCRETE CURB TO BE COT STD. DTL.209 (TYPE 2) UNLESS OTHERWISE NOTED.3. ALL ELEVATIONS ARE TO THE TOP OF CURBAND TOP OF FINISHED PAVEMENT GRADE ATGUTTER UNLESS OTHERWISE NOTED.4. ALL OFFSETS ARE TO THE FACE OF CURBUNLESS OTHERWISE NOTED.1B PI2A BCR2B ECR3A BCR3B ECR4A BCR4B ECRWB STA 502+56.63, 12.10’ LT XXXX.XXWB STA 502+40.88, 33.40’ RT XXXX.XXWB STA 502+49.65, 38.50’ RT XXXX.XXWB STA 502+56.15, 47.48’ RT XXXX.XXWB STA 502+58.26, 64.60’ RT XXXX.XXWB STA 502+94.37, 47.39’ RT XXXX.XXWB STA 502+92.26, 64.52’ RT XXXX.XX* MATCH EXISTING CURB5C BCR WB STA 503+51.71, 8.39’ LT XXXX.XX5D ECR WB STA 503+72.54, 36.18’ LT XXXX.XX6A BCR WB STA 504+07.66, 36.07’ LT XXXX.XX6B ECR WB STA 504+11.70, 18.97’ LT XXXX.XX7A POT WB STA 504+80.53, 6.03’ LT XXXX.XX7B POT WB STA 504+97.60, 6.07’ LT XXXX.XX8A POT WB STA 504+80.48, 17.94’ RT XXXX.XX8B POT WB STA 504+97.45, 17.85’ RT XXXX.XXNO. DATE REVISION BY CHKD. APPR.PRELIMINARYENGINEERINGNOT FORCONSTRUCTIONAVENIDA DEL CONVENTO/PASEO DE LOS ZANJEROSINTERSECTION STAKING DETAILDEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVECITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYKDNKDNRGMAUG 10AUG 10AUG 10REF.PLAN NO.SCALE:HORIZ:VERT:C1221"=10’N/A

OFWB STA 506+65.50, 23.16’ RTCOT STD. DTL. 207RAMP CONTROL PT.ELEV.=XXXX.XXSEE DETAIL XXXWB STA 506+75.07, 41.45’ RTCOT STD. DTL. 207RAMP CONTROL PT.ELEV.=XXXX.XXSEE DETAIL XXXW10’8’WB STA 506+75.10, 31.17’ LTCOT STD. DTL. 207RAMP CONTROL PT.ELEV.=XXXX.XXSEE DETAIL XXX*3B10’0’ 10’ 20’SCALE:1" = 10’*2B2’ SAWCUT (TYP)*1A* *1B2A*3ACALLE DE LOS HIGOSW W W507+00WESTBOUND TRACKCENTERLINEWB STA 507+50.44, 26.59’ LTCOT STD. DTL. 207RAMP CONTROL PT.ELEV.=XXXX.XXLEGENDAC PAVEMENT LIMITSWWAVENIDA DEL CONVENTO*4A*4BSEE DETAIL XXXGEOMETRIC DATA TABLE# TYPE STATION & OFFSET ELEV.1A BCR WB STA 506+75.22, 50.21’ RT XXXX.XX1B ECR WB STA 506+73.01, 32.99’ RT XXXX.XX2A BCR WB STA 506+69.45, 27.17’ RT XXXX.XX2B ECR WB STA 506+61.08, 20.30’ RT XXXX.XX3A BCR WB STA 506+74.09, 24.60’ LT XXXX.XX3B ECR WB STA 506+75.15, 39.84’ LT XXXX.XXNEW TRACK SLAB LIMITS10’8’4A4BPOTPOT* MATCH EXISTING CURBWB STA 507+41.73, 26.68’ LTWB STA 507+59.21, 26.69’ LTXXXX.XXXXXX.XXLayout: C123 - HigosP:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1w\C100_Details.dwgPrinted: 8/12/2010 @ 2:18:12 PMBRICK PAVER LIMITSEXISTING UTILITIES SHOWN ON THESE PLANS ARE FROM EXISTINGAS-BUILTS, UTILITY MAPS AND SURVEY INFORMATION. THE ENGINEERCANNOT GUARANTEE THE ACTUAL LOCATION OF ABOVE GROUND ANDBELOW GROUND STRUCTURES AND UTILITIES. IT IS THE CONTRACTOR’SRESPONSIBILITY TO VERIFY THE LOCATION OF ALL STRUCTURES ANDUTILITIES BY ANY MEANS AVAILABLE PRIOR TO CONSTRUCTION. ANYDAMAGE TO STRUCTURES OR UTILITIES DURING CONSTRUCTION WILL BETHE RESPONSIBILITY OF THE CONTRACTOR.GENERAL NOTES:1. CLASS B CONCRETE TO BE USED FORSIDEWALK AND RAMP CONSTRUCTION.2. NEW CONCRETE CURB TO BE COT STD. DTL.209 (TYPE 2) UNLESS OTHERWISE NOTED.3. ALL ELEVATIONS ARE TO THE TOP OF CURBAND TOP OF FINISHED PAVEMENT GRADE ATGUTTER UNLESS OTHERWISE NOTED.4. ALL OFFSETS ARE TO THE FACE OF CURBUNLESS OTHERWISE NOTED.Two working days before you dig,CALL FOR THE BLUE STAKES.782-5348Blue Stake CenterCALL COLLECTNO. DATE REVISION BY CHKD. APPR.PRELIMINARYENGINEERINGNOT FORCONSTRUCTIONAVENIDA DEL CONVENTO/CALLE DE LOS HIGOSINTERSECTION STAKING DETAILDEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVECITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYKDNKDNRGMAUG 10AUG 10AUG 10REF.PLAN NO.SCALE:HORIZ:VERT:C1231"=10’N/A

16100CUSHING STEWEWWWEB STA 124+17.84, 24.13’ RTCOT STD. DTL. 207RAMP CONTROL PT.ELEV.=XXXX.XXSEE DETAIL XXXTSWB STA 524+97.50, 21.21’ LTCOT STD. DTL. 207RAMP CONTROL PT.ELEV.=XXXX.XXSEE DETAIL XXX10’0’ 10’ 20’SCALE:1" = 10’EB FRONTAGE ROAD124+00*2A525+00R=20’*1A1BR=20’GEOMETRIC DATA TABLE# TYPE STATION & OFFSETELEV.1APOTEB STA 124+19.65, 87.93’ RTXXXX.XX2B1BBCREB STA 124+14.73, 37.23’ RTXXXX.XXTS E1C1C2A2BECRBCRECREB STA 124+32.45, 15.10’ RTWB STA 524+93.56, 33.80’ LTWB STA 525+12.10, 13.80’ LTXXXX.XXXXXX.XXXXXX.XX* MATCH EXISTING CURBLEGENDEASTBOUND TRACKCENTERLINEWESTBOUND TRACKCENTERLINEAC PAVEMENT LIMITSPCCP LIMITSLayout: C124 - EB Frontage RdP:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1e\C100e_Details.dwgPrinted: 8/12/2010 @ 2:33:07 PMGENERAL NOTES:1. CLASS B CONCRETE TO BE USED FORSIDEWALK AND RAMP CONSTRUCTION.2. NEW CONCRETE CURB TO BE COT STD. DTL.209 (TYPE 2) UNLESS OTHERWISE NOTED.3. ALL ELEVATIONS ARE TO THE TOP OF CURBAND TOP OF FINISHED PAVEMENT GRADE ATGUTTER UNLESS OTHERWISE NOTED.4. ALL OFFSETS ARE TO THE FACE OF CURBUNLESS OTHERWISE NOTED.EXISTING UTILITIES SHOWN ON THESE PLANS ARE FROM EXISTINGAS-BUILTS, UTILITY MAPS AND SURVEY INFORMATION. THE ENGINEERCANNOT GUARANTEE THE ACTUAL LOCATION OF ABOVE GROUND ANDBELOW GROUND STRUCTURES AND UTILITIES. IT IS THE CONTRACTOR’SRESPONSIBILITY TO VERIFY THE LOCATION OF ALL STRUCTURES ANDUTILITIES BY ANY MEANS AVAILABLE PRIOR TO CONSTRUCTION. ANYDAMAGE TO STRUCTURES OR UTILITIES DURING CONSTRUCTION WILL BETHE RESPONSIBILITY OF THE CONTRACTOR.Two working days before you dig,CALL FOR THE BLUE STAKES.782-5348Blue Stake CenterCALL COLLECTNO. DATE REVISION BY CHKD. APPR.PRELIMINARYENGINEERINGNOT FORCONSTRUCTIONNEW TRACK SLAB LIMITSGRANADA AVE/EB FRONTAGE RDINTERSECTION STAKING DETAILDEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVECITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYMHWMHWRGMAUG 10AUG 10AUG 10REF.PLAN NO.SCALE:HORIZ:VERT:C1241"=10’N/AOF

128+00CUSHING STEE TS*1CTS1AR=20’127+003ATS*3BE10’0’ 10’ 20’SCALE:1" = 10’GEOMETRIC DATA TABLE# TYPE STATION & OFFSET1A1B1CBCRECRPOTEB STA 127+02.92, 9.24’ RTEB STA 127+25.85, 27.19’ RTEB STA 127+33.04, 90.53’ RTELEV.XXXX.XXXXXX.XXXXXX.XX1BEB STA 127+24.99, 23.14’ RTCOT STD. DTL. 207RAMP CONTROL PT.ELEV.=XXXX.XXSEE DETAIL XXXWB STA 528+05.34, 29.38’ LTCOT STD. DTL. 207RAMP CONTROL PT.ELEV.=XXXX.XXSEE DETAIL XXXWB FRONTAGE RD2A2B2C3A3BPOTBCRECRBCRECREB STA 127+69.76, 91.24’ RTEB STA 127+67.80, 45.22’ RTEB STA 127+98.51, 9.77’ RTWB STA 527+82.17, 13.75’ LTWB STA 528+07.16, 39.29’ LTXXXX.XXXXXX.XXXXXX.XXXXXX.XXXXXX.XX4ABCRWB STA 528+46.92, 54.28’ LTXXXX.XXEB STA 127+85.32, 13.13’ RTCOT STD. DTL. 207RAMP CONTROL PT.ELEV.=XXXX.XXSEE DETAIL XXXEASTBOUND TRACKCENTERLINEWB STA 528+68.82, 25.91’ LTCOT STD. DTL. 207RAMP CONTROL PT.ELEV.=XXXX.XXSEE DETAIL XXX4B ECR WB STA 528+76.92, 24.80’ LT XXXX.XX* MATCH EXISTING CURB2B2.1TSTSEWEWEETSPSIDEWALK CONTROL DATA#2.1STATION & OFFSETEB STA 127+74.12, 91.02’ RTELEV.XXXX.XX2.24.14.2EB STA 127+75.96, 57.92’ RTWB STA 528+57.52, 41.34’ LTWB STA 528+58.93, 58.01’ LTXXXX.XXXXXX.XXXXXX.XX4.3 WB STA 528+66.21, 58.13’ LT XXXX.XX528+00 529+00*2A4.1*4A2.22C4B4.24.3LEGENDAC PAVEMENT LIMITSLayout: C125 - WB Frontage RdP:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1e\C100e_Details.dwgPrinted: 8/12/2010 @ 2:33:18 PMGENERAL NOTES:1. CLASS B CONCRETE TO BE USED FORSIDEWALK AND RAMP CONSTRUCTION.2. NEW CONCRETE CURB TO BE COT STD. DTL.209 (TYPE 2) UNLESS OTHERWISE NOTED.3. ALL ELEVATIONS ARE TO THE TOP OF CURBAND TOP OF FINISHED PAVEMENT GRADE ATGUTTER UNLESS OTHERWISE NOTED.4. ALL OFFSETS ARE TO THE FACE OF CURBUNLESS OTHERWISE NOTED.EXISTING UTILITIES SHOWN ON THESE PLANS ARE FROM EXISTINGAS-BUILTS, UTILITY MAPS AND SURVEY INFORMATION. THE ENGINEERCANNOT GUARANTEE THE ACTUAL LOCATION OF ABOVE GROUND ANDBELOW GROUND STRUCTURES AND UTILITIES. IT IS THE CONTRACTOR’SRESPONSIBILITY TO VERIFY THE LOCATION OF ALL STRUCTURES ANDUTILITIES BY ANY MEANS AVAILABLE PRIOR TO CONSTRUCTION. ANYDAMAGE TO STRUCTURES OR UTILITIES DURING CONSTRUCTION WILL BETHE RESPONSIBILITY OF THE CONTRACTOR.LEGENDAC PAVEMENT LIMITSPCCP LIMITSNEW TRACK SLAB LIMITSTwo working days before you dig,CALL FOR THE BLUE STAKES.782-5348Blue Stake CenterCALL COLLECTWESTBOUND TRACKCENTERLINENO. DATE REVISION BY CHKD. APPR.PRELIMINARYENGINEERINGNOT FORCONSTRUCTIONGRANADA AVE/WB FRONTAGE RDCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVEMHWMHWRGMPCCP LIMITSNEW TRACK SLAB LIMITSINTERSECTION STAKING DETAILDEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYAUG 10AUG 10AUG 10REF.PLAN NO.SCALE:HORIZ:VERT:C1251"=10’N/AOF

WESTBOUND TRACKCENTERLINE10’0’ 10’ 20’1ASCALE:1" = 10’3AEGEOMETRIC DATA TABLE# TYPE STATION & OFFSETELEV.R=30’1ABCREB STA 128+65.28, 10.66’ RTXXXX.XXR=30’1BECREB STA 128+92.31, 44.59’ RTXXXX.XX1B*1C3B*3C1C2A2BPOTPOTBCREB STA 128+91.50, 50.24’ RTEB STA 129+22.53, 56.59’ RTEB STA 129+26.66, 34.93’ RTXXXX.XXXXXX.XXXXXX.XX129+00EB STA 128+85.14, 19.78’ RTCOT STD. DTL. 207RAMP CONTROL PT.ELEV.=XXXX.XXSEE DETAIL XXXWB STA 529+78.56, 26.33’ LTCOT STD. DTL. 207RAMP CONTROL PT.ELEV.=XXXX.XXSEE DETAIL XXXW2C3A3B3CECRBCRECRPOTEB STA 129+54.18, 12.08’ RTWB STA 529+60.83, 22.50’ LTWB STA 529+95.58, 47.05’ LTWB STA 530+01.97, 71.26’ LTXXXX.XXXXXX.XXXXXX.XXXXXX.XX530+00CUSHING STSENTINEL AVE4A POT WB STA 530+40.85, 61.89’ LT XXXX.XX4B BCR WB STA 530+39.30, 57.68’ LT XXXX.XXEB STA 129+34.11, 20.56’ RTCOT STD. DTL. 207RAMP CONTROL PT.ELEV.=XXXX.XXSEE DETAIL XXXWB STA 530+52.64, 23.02’ LTCOT STD. DTL. 207RAMP CONTROL PT.ELEV.=XXXX.XXSEE DETAIL XXX*4A4B4C ECR WB STA 530+69.75, 17.64’ LT XXXX.XX* MATCH EXISTING CURBSIDEWALK CONTROL DATA# STATION & OFFSET ELEV.*2A2BR=30’4.1WB STA 530+47.72, 59.88’ LTXXXX.XX4.1AR=30’PE2CPE4CLayout: C126 - Sentinel AveP:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1e\C100e_Details.dwgPrinted: 8/12/2010 @ 2:33:27 PMGENERAL NOTES:1. CLASS B CONCRETE TO BE USED FORSIDEWALK AND RAMP CONSTRUCTION.2. NEW CONCRETE CURB TO BE COT STD. DTL.209 (TYPE 2) UNLESS OTHERWISE NOTED.3. ALL ELEVATIONS ARE TO THE TOP OF CURBAND TOP OF FINISHED PAVEMENT GRADE ATGUTTER UNLESS OTHERWISE NOTED.4. ALL OFFSETS ARE TO THE FACE OF CURBUNLESS OTHERWISE NOTED.EXISTING UTILITIES SHOWN ON THESE PLANS ARE FROM EXISTINGAS-BUILTS, UTILITY MAPS AND SURVEY INFORMATION. THE ENGINEERCANNOT GUARANTEE THE ACTUAL LOCATION OF ABOVE GROUND ANDBELOW GROUND STRUCTURES AND UTILITIES. IT IS THE CONTRACTOR’SRESPONSIBILITY TO VERIFY THE LOCATION OF ALL STRUCTURES ANDUTILITIES BY ANY MEANS AVAILABLE PRIOR TO CONSTRUCTION. ANYDAMAGE TO STRUCTURES OR UTILITIES DURING CONSTRUCTION WILL BETHE RESPONSIBILITY OF THE CONTRACTOR.EASTBOUND TRACKCENTERLINETwo working days before you dig,CALL FOR THE BLUE STAKES.782-5348Blue Stake CenterCALL COLLECTLEGENDAC PAVEMENT LIMITSNEW TRACK SLAB LIMITSNO. DATE REVISION BY CHKD. APPR.PRELIMINARYENGINEERINGNOT FORCONSTRUCTIONGRANADA AVE/SENTINEL AVEINTERSECTION STAKING DETAILDEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVECITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYMHWMHWRGMAUG 10AUG 10AUG 10REF.PLAN NO.SCALE:HORIZ:VERT:C1261"=10’N/AOF

WB STA 531+60.36, 13.63’ LTCOT STD. DTL. 207RAMP CONTROL PT.ELEV.=XXXX.XXSEE DETAIL XXX10’0’ 10’ 20’SCALE:1" = 10’CUSHING ST4AGEOMETRIC DATA TABLEWB STA 531+60.01, 15.37’ RTCOT STD. DTL. 207RAMP CONTROL PT.ELEV.=XXXX.XXSEE DETAIL XXX# TYPE STATION & OFFSET1A BCR EB STA 131+17.56, 12.77’ RT1B ECR EB STA 131+45.66, 41.19’ RTELEV.XXXX.XXXXXX.XX3A4BWESTBOUND TRACKCENTERLINE1C2APOTPOTEB STA 131+45.84, 60.80’ RTEB STA 131+90.16, 37.83’ RTXXXX.XXXXXX.XXEASTBOUND TRACKCENTERLINE2B2CBCRECREB STA 131+90.53, 33.66’ RTEB STA 132+13.28, 10.91’ RTXXXX.XXXXXX.XX131+00532+00R=19.5’5A3A3BBCRPCCWB STA 531+70.20, 15.83’ RTWB STA 531+82.26, 28.97’ RTXXXX.XXXXXX.XX5.13CECRWB STA 531+76.78, 36.88’ RTXXXX.XX4A POT WB STA 531+73.74, 13.04’ LT XXXX.XX1A3CR=6.5’3BTS5B4B PI WB STA 532+05.77, 11.67’ LT XXXX.XX5A BCR WB STA 532+29.52, 11.37’ LT XXXX.XX5B ECR WB STA 532+35.11, 09.82’ LT XXXX.XXEB STA 131+03.77, 12.37 RTCOT STD. DTL. 207RAMP CONTROL PT.ELEV.=XXXX.XXSEE DETAIL XXX1.1W A1BR=30’EB STA 131+41.35, 25.70’ RTCOT STD. DTL. 207RAMP CONTROL PT.ELEV.=XXXX.XXSEE DETAIL XXXWWR=10’WB STA 532+38.96, 07.37’ LTCOT STD. DTL. 207RAMP CONTROL PT.R=10’ELEV.=XXXX.XXSEE DETAIL XXX5C5D5C BCR WB STA 532+41.39, 05.81’ LT XXXX.XX5D ECR WB STA 532+46.98, 04.17’ LT XXXX.XX* MATCH EXISTING CURBLEGENDSIDEWALK CONTROL DATA# STATION & OFFSET ELEV.1.12.15.1EB STA 131+38.95, 60.91’ RTEB STA 131+98.18, 38.63’ RTWB STA 532+29.34, 20.03’ LTXXXX.XXXXXX.XXXXXX.XXGENERAL NOTES:Layout: C127 - Cushing StP:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1e\C100e_Details.dwgPrinted: 8/12/2010 @ 2:33:39 PM*1CCUSHING STEXISTING UTILITIES SHOWN ON THESE PLANS ARE FROM EXISTINGAS-BUILTS, UTILITY MAPS AND SURVEY INFORMATION. THE ENGINEERCANNOT GUARANTEE THE ACTUAL LOCATION OF ABOVE GROUND ANDBELOW GROUND STRUCTURES AND UTILITIES. IT IS THE CONTRACTOR’SRESPONSIBILITY TO VERIFY THE LOCATION OF ALL STRUCTURES ANDUTILITIES BY ANY MEANS AVAILABLE PRIOR TO CONSTRUCTION. ANYDAMAGE TO STRUCTURES OR UTILITIES DURING CONSTRUCTION WILL BETHE RESPONSIBILITY OF THE CONTRACTOR.EB STA 131+92.93, 24.45’ RTCOT STD. DTL. 207RAMP CONTROL PT.ELEV.=XXXX.XXSEE DETAIL XXXR=25’2B*2AWW2.1Two working days before you dig,CALL FOR THE BLUE STAKES.782-5348Blue Stake CenterCALL COLLECT132+00TS2CTSGRANDA AVENO. DATE REVISION BY CHKD. APPR.AC PAVEMENT LIMITSNEW TRACK SLAB LIMITSOVERLAY LIMITSPRELIMINARYENGINEERINGNOT FORCONSTRUCTION1. CLASS B CONCRETE TO BE USED FORSIDEWALK AND RAMP CONSTRUCTION.2. NEW CONCRETE CURB TO BE COT STD. DTL.209 (TYPE 2) UNLESS OTHERWISE NOTED.3. ALL ELEVATIONS ARE TO THE TOP OF CURBAND TOP OF FINISHED PAVEMENT GRADE ATGUTTER UNLESS OTHERWISE NOTED.4. ALL OFFSETS ARE TO THE FACE OF CURBUNLESS OTHERWISE NOTED.CUSHING ST/GRANADA AVEINTERSECTION STAKING DETAILDEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVECITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYMHWMHWRGMAUG 10AUG 10AUG 10REF.PLAN NO.SCALE:HORIZ:VERT:C1271"=10’N/AOF

EASTBOUND TRACKCENTERLINEWESTBOUND TRACKCENTERLINEW W WR=50’*1CWWW536+00GRANADA AVE135+00 136+00WWWWW WTCC ENTRANCE10’0’ 10’ 20’SCALE:1" = 10’GEOMETRIC DATA TABLE# TYPE STATION & OFFSET1A1B1CBCRECRPOT* MATCH EXISTING CURBEB STA 134+69.27, 10.13’ RTSIDEWALK CONTROL DATA# STATION & OFFSET1.1EB STA 134+96.90, 21.77’ RTEB STA 135+06.70, 30.39’ RTEB STA 135+04.46, 33.54’ RTELEV.XXXX.XXELEV.XXXX.XXXXXX.XXXXXX.XX1A1.1GENERAL NOTES:1B1. CLASS B CONCRETE TO BE USED FORSIDEWALK AND RAMP CONSTRUCTION.2. NEW CONCRETE CURB TO BE COT STD. DTL.209 (TYPE 2) UNLESS OTHERWISE NOTED.Layout: C128 - TCC EntranceP:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1e\C100e_Details.dwgPrinted: 8/12/2010 @ 2:33:51 PMLEGENDAC PAVEMENT LIMITSNEW TRACK SLAB LIMITSOVERLAY LIMITSEXISTING UTILITIES SHOWN ON THESE PLANS ARE FROM EXISTINGAS-BUILTS, UTILITY MAPS AND SURVEY INFORMATION. THE ENGINEERCANNOT GUARANTEE THE ACTUAL LOCATION OF ABOVE GROUND ANDBELOW GROUND STRUCTURES AND UTILITIES. IT IS THE CONTRACTOR’SRESPONSIBILITY TO VERIFY THE LOCATION OF ALL STRUCTURES ANDUTILITIES BY ANY MEANS AVAILABLE PRIOR TO CONSTRUCTION. ANYDAMAGE TO STRUCTURES OR UTILITIES DURING CONSTRUCTION WILL BETHE RESPONSIBILITY OF THE CONTRACTOR.EB STA 134+85.21, 19.70’ RTCOT STD. DTL. 207RAMP CONTROL PT.ELEV.=XXXX.XXSEE DETAIL XXXTwo working days before you dig,CALL FOR THE BLUE STAKES.782-5348Blue Stake CenterCALL COLLECTNO. DATE REVISION BY CHKD. APPR.PRELIMINARYENGINEERINGNOT FORCONSTRUCTION3. ALL ELEVATIONS ARE TO THE TOP OF CURBAND TOP OF FINISHED PAVEMENT GRADE ATGUTTER UNLESS OTHERWISE NOTED.4. ALL OFFSETS ARE TO THE FACE OF CURBUNLESS OTHERWISE NOTED.GRANADA AVE/TCC ENTRANCEINTERSECTION STAKING DETAILDEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVECITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYMHWMHWRGMAUG 10AUG 10AUG 10REF.PLAN NO.SCALE:HORIZ:VERT:C1281"=10’N/AOF

WESTBOUND TRACKCENTERLINEEASTBOUND TRACKCENTERLINE10’0’ 10’ 20’SCALE:1" = 10’2.1542+00142+00*3D3.1GEOMETRIC DATA TABLE# TYPE STATION & OFFSET1A POT WB STA 541+00.37, 09.54’ LTELEV.XXXX.XX1BBCRWB STA 541+14.01, 09.92’ LTXXXX.XX1CECRWB STA 541+34.42, 30.21’ LTXXXX.XX1DPOTWB STA 541+34.41, 31.70’ LTXXXX.XX*2D3C2A2BPOTBCRWB STA 541+57.49, 31.51’ LTWB STA 541+57.37, 26.51’ LTXXXX.XXXXXX.XX2CECRWB STA 541+75.98, 09.91’ LTXXXX.XXR=16’2C2D POT WB STA 541+82.05, 10.07’ LT XXXX.XX3A POT EB STA 141+55.73, 56.64’ RT XXXX.XX1C2B*2AWB STA 541+63.31, 15.14’ LTCOT STD. DTL. 207RAMP CONTROL PT.ELEV.=XXXX.XXSEE DETAIL XXXR=30’EB STA 141+62.61, 18.37’ RTCOT STD. DTL. 207RAMP CONTROL PT.ELEV.=XXXX.XXSEE DETAIL XXX3B BCR EB STA 141+53.73, 40.87’ RT XXXX.XX3C ECR EB STA 141+81.25, 10.95’ RT XXXX.XX3D POT EB STA 141+91.63, 10.85’ RT XXXX.XX* MATCH EXISTING CURBSIDEWALK CONTROL DATA*1D1.1R=20’WB STA 541+27.23, 14.91’ LTCOT STD. DTL. 207RAMP CONTROL PT.ELEV.=XXXX.XXSEE DETAIL XXXGRANADA AVEW1547315474 2359.262359.293B*3AMUSIC HALL ENTRANCE# STATION & OFFSET1.1 WB STA 514+00.11, 20.50’ LT2.1 WB STA 541+82.15, 20.82’ LT3.1 EB STA 141+91.65, 19.52’ RTELEV.XXXX.XXXXXX.XXXXXX.XX541+00*1A1B141+00WLEGENDGENERAL NOTES:Layout: C129 - Music HalP:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1e\C100e_Details.dwgPrinted: 8/12/2010 @ 2:34:03 PMAC PAVEMENT LIMITSNEW TRACK SLAB LIMITSOVERLAY LIMITSEXISTING UTILITIES SHOWN ON THESE PLANS ARE FROM EXISTINGAS-BUILTS, UTILITY MAPS AND SURVEY INFORMATION. THE ENGINEERCANNOT GUARANTEE THE ACTUAL LOCATION OF ABOVE GROUND ANDBELOW GROUND STRUCTURES AND UTILITIES. IT IS THE CONTRACTOR’SRESPONSIBILITY TO VERIFY THE LOCATION OF ALL STRUCTURES ANDUTILITIES BY ANY MEANS AVAILABLE PRIOR TO CONSTRUCTION. ANYDAMAGE TO STRUCTURES OR UTILITIES DURING CONSTRUCTION WILL BETHE RESPONSIBILITY OF THE CONTRACTOR.Two working days before you dig,CALL FOR THE BLUE STAKES.782-5348Blue Stake CenterCALL COLLECT1. CLASS B CONCRETE TO BE USED FORSIDEWALK AND RAMP CONSTRUCTION.2. NEW CONCRETE CURB TO BE COT STD. DTL.209 (TYPE 2) UNLESS OTHERWISE NOTED.3. ALL ELEVATIONS ARE TO THE TOP OF CURBAND TOP OF FINISHED PAVEMENT GRADE ATGUTTER UNLESS OTHERWISE NOTED.4. ALL OFFSETS ARE TO THE FACE OF CURBUNLESS OTHERWISE NOTED.NO. DATE REVISION BY CHKD. APPR.PRELIMINARYENGINEERINGNOT FORCONSTRUCTIONGRANADA AVE/MUSIC HALL ENTRANCEINTERSECTION STAKING DETAILDEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVECITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYMHWMHWRGMAUG 10AUG 10AUG 10REF.PLAN NO.SCALE:HORIZ:VERT:C1291"=10’N/AOF

OFSDAVENIDA DEL CONVENTOEXISTING UTILITIES SHOWN ON THESE PLANS ARE FROM EXISTINGAS-BUILTS, UTILITY MAPS AND SURVEY INFORMATION. THE ENGINEERCANNOT GUARANTEE THE ACTUAL LOCATION OF ABOVE GROUND ANDW B STA 502+30.92OFFSET 4.24’ LTW B STA 502+22.92OFFSET 4.23’ LTW B STA 502+10.92OFFSET 4.22’ LTW B STA 501+85.92OFFSET 4.19’ LTW B STA 501+73.92OFFSET 4.17’ LTW B STA 501+68.92OFFSET 4.16’ LTSDBELOW GROUND STRUCTURES AND UTILITIES. IT IS THE CONTRACTOR’SRESPONSIBILITY TO VERIFY THE LOCATION OF ALL STRUCTURES ANDUTILITIES BY ANY MEANS AVAILABLE PRIOR TO CONSTRUCTION. ANYDAMAGE TO STRUCTURES OR UTILITIES DURING CONSTRUCTION WILL BETHE RESPONSIBILITY OF THE CONTRACTOR.24"23 XXX26 XXX23 XXX42 XXX42 XXX45 XXX42 XXX1.5’20:1 MAX8’X2’LANDING502+008’2’45 XXX42 XXX33.5’20:1 MAXCARCONTROLLINESD5’ 0’ 5’ 10’SCALE:1" = 5’XXX25XXX25WESTBOUND TRACKCENTERLINEE EXXX23STOP CONTROL POINTWB STA 501+98.42, 8.2’ LTXXX23W B STA 502+30.91OFFSET 12.24’ LTW B STA 502+22.91OFFSET 12.23’ LTW B STA 502+10.91OFFSET 12.22’ LTELEV=XXXXW B STA 501+85.91OFFSET 12.19’ LTW B STA 501+73.91OFFSET 12.17’ LTW B STA 501+68.91OFFSET 12.16’ LTNOTES:1. SEE CIVIL INTERSECTION DETAILS FORHORIZONTAL AND VERTICAL CONTROLFOR NEW CURB, ACCESS RAMPS,SIDEWALK, AND TIE-IN POINTS.2. OCS POLE LOCATIONS ARE APPROXIMATEAND ARE TO BE FINALIZED DURING ADVANCEDSTAGES OF DESIGN BY LTK ENGINEERINGSERVICES.PLAN VIEW8’ WIDE SIDE STOP-DUAL3. SEE UTILITY RELOCATION PLANS FOR ALLUTILITY ADJUSTMENTS. (SEWER, WATER,TELECOM, GAS)ACCESS RAMP, TYPE-A34. EXIST. WATER VALVES TO BE ADJUSTED TOGRADE UNLESS AFFECTED BY WATER LINEMODIFICATIONS.5. SEWER AND TELECOM MANHOLES TO BEADJUSTED TO GRADE. SEE SEWER PLANS FOR8’12’23 XXX62’25’ STOP PLATFORM 12’23 XXX5’MANHOLE ADJUSTMENT SCHEDULE.6. TRAFFIC/ELECTRIC PULL BOXES TO REMAINAND TO BE ADJUSTED TO GRADE UNLESSOTHERWISE NOTED.LANDINGSTOP RAMPARCHITECTURAL LIMITSSEE ARCHITECTURAL DWGSSTOP RAMPLANDING7. EXIST. FIRE HYDRANTS TO REMAIN AND TOBE PROTECTED IN PLACE UNLESS OTHERWISENOTED.SEE COT STD. DTL W50020:1MAX20:1MAX9. SEE TRAFFIC PLANS FOR COMBINED TRAFFICSIGNAL/OCS POLE INFORMATION.Layout: C140 - Avenida StopP:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1w\C300_Stops_1w.dwgPrinted: 8/12/2010 @ 2:24:27 PM#TUCSONBIDITEMNUMBERXXXSTREETCAR STOP QUANTITIESITEM DESCRIPTION25XXX 25XXX 25ESTIMATEDQUANTITY23 6110202 METAL HANDRAIL (STREETCAR STOPS)L.FT. XXX25269240117 MISCELLANEOUS WORK (CONCRETE LANDINGS & RAMPS, 6")(STREETCAR STOPS) SQ.FT. XXX9240129 MISCELLANEOUS WORK (PCCP CONNECTION, 1.2’ EXTENSION)(STREETCAR STOPS) SQ.YD. XXXCONCRETE VERTICAL CURB (PC/COT STD DTL 209, H=6"-10", TYPE 2)(STREETCAR42 9080042 L.FT.XXXSTOPS)439080282 INSTALL DETECTABLE WARNING STRIP (STREETCAR STOPS)EACHXXX45 9080151 CONCRETE MEDIAN PAVEMENT (STREETCAR STOPS)SQ. FT. XXXUNITPROFILE VIEWXXX25NO. DATE REVISION BY CHKD. APPR.Two working days before you dig,CALL FOR THE BLUE STAKES.782-5348Blue Stake CenterCALL COLLECTPRELIMINARYENGINEERINGNOT FORCONSTRUCTIONAVENIDA DEL CONVENTO/CONGRESS STSTOP DETAILDEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVECITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYMHWMHWRGM10. H=9.5" FOR CONC. VERTICAL CURB AT STOPSUNLESS OTHERWISE NOTED.AUG 10AUG 10AUG 10REF.PLAN NO.SCALE:HORIZ:VERT:C140N/A

OFW B STA 5 1+34.68OFFSET 12.20’ LTW B STA 5 1+42.68OFFSET 12.20’ LT23 XXXW B STA 5 1+54.68OFFSET 12.20’ LTCUSHING STW B STA 5 1+79.68OFFSET 12.20’ LT23 XXXW B STA 5 1+91.68OFFSET 12.20’ LTW B STA 5 1+99.68OFFSET 12.20’ LTSEE CUSHING STBRIDGE IMPROVEMENT DWGS(BY OTHERS)EXISTING UTILITIES SHOWN ON THESE PLANS ARE FROM EXISTINGAS-BUILTS, UTILITY MAPS AND SURVEY INFORMATION. THE ENGINEERCANNOT GUARANTEE THE ACTUAL LOCATION OF ABOVE GROUND ANDBELOW GROUND STRUCTURES AND UTILITIES. IT IS THE CONTRACTOR’SRESPONSIBILITY TO VERIFY THE LOCATION OF ALL STRUCTURES ANDUTILITIES BY ANY MEANS AVAILABLE PRIOR TO CONSTRUCTION. ANYDAMAGE TO STRUCTURES OR UTILITIES DURING CONSTRUCTION WILL BETHE RESPONSIBILITY OF THE CONTRACTOR.25 XXX25 XXXCARCONTROLLINE20:1 MAX33.5’8’X2’LANDING8’1.5’20:1 MAX42 XXX5’ 0’ 5’ 10’SCALE:1" = 5’1+00 512+00XXX 42XXX 422’XXX 42XXX45XXX26XXX45XXX 23XXX23W B STA 5 1+34.68OFFSET 4.20’ LTW B STA 5 1+42.68OFFSET 4.20’ LTW B STA 5 1+54.68OFFSET 4.20’ LTSTOP CONTROL POINTWB STA 511+67.18, 8.20’ LTELEV=XXXXW B STA 5 1+79.68OFFSET 4.20’ LTW B STA 5 1+91.68OFFSET 4.20’ LTW B STA 5 1+99.68OFFSET 4.20’ LTWESTBOUND TRACKCENTERLINENOTES:1. SEE CIVIL INTERSECTION DETAILS FORHORIZONTAL AND VERTICAL CONTROLFOR NEW CURB, ACCESS RAMPS,SIDEWALK, AND TIE-IN POINTS.2. OCS POLE LOCATIONS ARE APPROXIMATEAND ARE TO BE FINALIZED DURING ADVANCEDSTAGES OF DESIGN BY LTK ENGINEERINGSERVICES.3. SEE UTILITY RELOCATION PLANS FOR ALLUTILITY ADJUSTMENTS. (SEWER, WATER,TELECOM, GAS)PLAN VIEW8’ WIDE SIDE STOP-DUALACCESS RAMP, TYPE-A34. EXIST. WATER VALVES TO BE ADJUSTED TOGRADE UNLESS AFFECTED BY WATER LINEMODIFICATIONS.5. SEWER AND TELECOM MANHOLES TO BEADJUSTED TO GRADE. SEE SEWER PLANS FORMANHOLE ADJUSTMENT SCHEDULE.6. TRAFFIC/ELECTRIC PULL BOXES TO REMAINAND TO BE ADJUSTED TO GRADE UNLESSOTHERWISE NOTED.7. EXIST. FIRE HYDRANTS TO REMAIN AND TOBE PROTECTED IN PLACE UNLESS OTHERWISE23 XXX65’23 XXXNOTED.SEE COT STD. DTL W5008. THE ELEVATIONS FOR THE EXISTING TOP OF8’LANDING12’STOP RAMP20:1MAX25’ STOP PLATFORM 12’ARCHITECTURAL LIMITSSEE ARCHITECTURAL DWGSSTOP RAMP20:1MAX8’LANDINGCURB AND GUTTER WILL BE SHOWN AT 50-FOOTINTERVALS ALONG THE ROADWAY. CONTRACTORSHALL RECONSTRUCT THE PAVEMENT UTILIZINGTHE TOP OF CURB AND GUTTER ELEVATIONSAND THE PROPOSED TRACK PROFILE. PAVEMENTCROSS SLOPES WILL VARY BASED ON THESEELEVATIONS.9. SEE TRAFFIC PLANS FOR COMBINED TRAFFICSIGNAL/OCS POLE INFORMATION.XXX25XXX 25XXX 25XXX2510. H=9.5" FOR CONC. VERTICAL CURB AT STOPSUNLESS OTHERWISE NOTED.Layout: C141 - Cushing StopP:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1w\C300_Stops_1w.dwgPrinted: 8/12/2010 @ 2:24:39 PM#TUCSONBIDITEMNUMBERSTREETCAR STOP QUANTITIESITEM DESCRIPTIONESTIMATEDQUANTITY23 6110202 METAL HANDRAIL (STREETCAR STOPS)L.FT. XXX25269240117 MISCELLANEOUS WORK (CONCRETE LANDINGS & RAMPS, 6")(STREETCAR STOPS) SQ.FT. XXX9240129 MISCELLANEOUS WORK (PCCP CONNECTION, 1.2’ EXTENSION)(STREETCAR STOPS) SQ.YD. XXXCONCRETE VERTICAL CURB (PC/COT STD DTL 209, H=6"-10", TYPE 2)(STREETCAR42 9080042 L.FT.XXXSTOPS)439080282 INSTALL DETECTABLE WARNING STRIP (STREETCAR STOPS)EACHXXX45 9080151 CONCRETE MEDIAN PAVEMENT (STREETCAR STOPS)SQ. FT. XXXUNITPROFILE VIEWNO. DATE REVISION BY CHKD. APPR.Two working days before you dig,CALL FOR THE BLUE STAKES.782-5348Blue Stake CenterCALL COLLECTPRELIMINARYENGINEERINGNOT FORCONSTRUCTIONAVENIDA DEL CONVENTO/CUSHING STSTOP DETAILDEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVECITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYMHWMHWRGMAUG 10AUG 10AUG 10REF.PLAN NO.SCALE:HORIZ:VERT:C141N/A

CUSHING STEXISTING UTILITIES SHOWN ON THESE PLANS ARE FROM EXISTINGAS-BUILTS, UTILITY MAPS AND SURVEY INFORMATION. THE ENGINEERR=6.0’W B STA 523+60.40OFFSET 04.20’ RTSTOP CONTROL POINTWB STA 523+87.91, 10.2’ RTEB STA 123+02.52, 10.2’ LTELEV.=XXXX.XX2’XXX26WESTBOUND TRACKCENTERLINE524+00W B STA 524+15.21OFFSET 04.67’ RTXXX45XXX 25XXX 23XXX 42W B STA 524+34.43OFFSET 5.98’ RTW B STA 524+40.84OFFSET 6.58’ RT16 XXX45 XXX42 XXXCANNOT GUARANTEE THE ACTUAL LOCATION OF ABOVE GROUND ANDBELOW GROUND STRUCTURES AND UTILITIES. IT IS THE CONTRACTOR’SRESPONSIBILITY TO VERIFY THE LOCATION OF ALL STRUCTURES ANDUTILITIES BY ANY MEANS AVAILABLE PRIOR TO CONSTRUCTION. ANYDAMAGE TO STRUCTURES OR UTILITIES DURING CONSTRUCTION WILL BETHE RESPONSIBILITY OF THE CONTRACTOR.CARCONTROLLINEXXX4218.5’1.5’8’8’X2’LANDING8’X2’LANDING8’ 1.5’18.5’20:1 MAXCARCONTROLLINE16 XXXR=6.0’5’ 0’ 5’ 10’SCALE:1" = 5’XXX 45W B STA 523+60.45OFFSET 16.20’ RT123+00EASTBOUND TRACKCENTERLINEXXX 262’W B STA 524+14.75OFFSET 16.66’ RT23 XXX45 XXX42 XXXW B STA 524+33.93OFFSET 17.98’ RTR=0.5’(TYP)W B STA 524+39.75OFFSET 18.53’ RTNOTES:1. SEE CIVIL INTERSECTION DETAILS FORHORIZONTAL AND VERTICAL CONTROLFOR NEW CURB, ACCESS RAMPS,SIDEWALK, AND TIE-IN POINTS.2. OCS POLE LOCATIONS ARE APPROXIMATEAND ARE TO BE FINALIZED DURING ADVANCEDSTAGES OF DESIGN BY LTK ENGINEERINGSERVICES.3. SEE UTILITY RELOCATION PLANS FOR ALLUTILITY ADJUSTMENTS. (SEWER, WATER,TELECOM, GAS)4. EXIST. WATER VALVES TO BE ADJUSTED TOGRADE UNLESS AFFECTED BY WATER LINEMODIFICATIONS.5. SEWER AND TELECOM MANHOLES TO BEPLAN VIEWADJUSTED TO GRADE. SEE SEWER PLANS FORMANHOLE ADJUSTMENT SCHEDULE.12’ WIDE CENTERSTOP-TYPE B6. TRAFFIC/ELECTRIC PULL BOXES TO REMAINAND TO BE ADJUSTED TO GRADE UNLESSOTHERWISE NOTED.55’ STOP PLATFORM20’23 XXX6’45 XXX7. EXIST. FIRE HYDRANTS TO REMAIN AND TOBE PROTECTED IN PLACE UNLESS OTHERWISENOTED.SEE COT STD. DTL W500XXX42ELEV=XXXXARCHITECTURAL LIMITSSEE ARCHITECTURAL DWGSSTOP RAMP20:1MAXCROSSWALK42 XXXELEV=XXXX8. THE ELEVATIONS FOR THE EXISTING TOP OFCURB AND GUTTER WILL BE SHOWN AT 50-FOOTINTERVALS ALONG THE ROADWAY. CONTRACTORSHALL RECONSTRUCT THE PAVEMENT UTILIZINGTHE TOP OF CURB AND GUTTER ELEVATIONSAND THE PROPOSED TRACK PROFILE. PAVEMENTCROSS SLOPES WILL VARY BASED ON THESEELEVATIONS.45 XXXXXX25XXX259. SEE TRAFFIC PLANS FOR COMBINED TRAFFICSIGNAL/OCS POLE INFORMATION.Layout: C142 - Cushing @ EB Frontage RdP:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1e\C100e_Stops.dwgPrinted: 8/12/2010 @ 2:46:31 PM#TUCSONBIDITEMNUMBERSTREETCAR STOP QUANTITIESITEM DESCRIPTIONESTIMATEDQUANTITY23 6110202 METAL HANDRAIL (STREETCAR STOPS)L.FT. XXX25269240117 MISCELLANEOUS WORK (CONCRETE LANDINGS & RAMPS, 6")(STREETCAR STOPS) SQ.FT. XXX9240129 MISCELLANEOUS WORK (PCCP CONNECTION, 1.2’ EXTENSION)(STREETCAR STOPS) SQ.YD. XXXCONCRETE VERTICAL CURB (PC/COT STD DTL 209, H=6"-10", TYPE 2)(STREETCAR42 9080042 L.FT.XXXSTOPS)439080282 INSTALL DETECTABLE WARNING STRIP (STREETCAR STOPS)EACHXXX45 9080151 CONCRETE MEDIAN PAVEMENT (STREETCAR STOPS)SQ. FT. XXXUNITTwo working days before you dig,CALL FOR THE BLUE STAKES.782-5348Blue Stake CenterCALL COLLECTPROFILE VIEWXXXNO. DATE REVISION BY CHKD. APPR.42PRELIMINARYENGINEERINGNOT FORCONSTRUCTIONCUSHING ST AT EB FRONTAGE RDSTOP DETAILDEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVECITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYMHWMHWRGM10. H=9.5" FOR CONC. VERTICAL CURB AT STOPSUNLESS OTHERWISE NOTED.AUG 10AUG 10AUG 10REF.PLAN NO.SCALE:HORIZ:VERT:C142N/AOF1"=10’

GRANADA AVEEXISTING UTILITIES SHOWN ON THESE PLANS ARE FROM EXISTINGAS-BUILTS, UTILITY MAPS AND SURVEY INFORMATION. THE ENGINEERW B STA 532+72.58OFFSET 12.72’ LTW B STA 533+12.58OFFSET 12.70’ LTW B STA 533+24.58OFFSET 12.69’ LTW B STA 533+34.58OFFSET 12.69’ LTCANNOT GUARANTEE THE ACTUAL LOCATION OF ABOVE GROUND ANDBELOW GROUND STRUCTURES AND UTILITIES. IT IS THE CONTRACTOR’SRESPONSIBILITY TO VERIFY THE LOCATION OF ALL STRUCTURES ANDUTILITIES BY ANY MEANS AVAILABLE PRIOR TO CONSTRUCTION. ANYDAMAGE TO STRUCTURES OR UTILITIES DURING CONSTRUCTION WILL BETHE RESPONSIBILITY OF THE CONTRACTOR.E25 XXXSTOP CONTROL POINTWB STA 532+93.58OFFSET 8.2’ LtELEV.=XXXX.XX23 XXX42 XXX25 XXXE5’ 0’ 5’ 10’CARCONTROLLINE33.5’8’8’X2’LANDING1.5’20:1 MAXSCALE:1" = 5’XXX26533+002’XXX42XXX23XXX45NOTES:1. SEE CIVIL INTERSECTION DETAILS FORHORIZONTAL AND VERTICAL CONTROLFOR NEW CURB, ACCESS RAMPS,SIDEWALK, AND TIE-IN POINTS.W B STA 532+72.58OFFSET 04.06’ LTWESTBOUND TRACKCENTERLINEW B STA 533+12.57OFFSET 04.03’ LTW B STA 533+34.57OFFSET 04.02’ LT2. OCS POLE LOCATIONS ARE APPROXIMATEAND ARE TO BE FINALIZED DURING ADVANCEDSTAGES OF DESIGN BY LTK ENGINEERINGSERVICES.3. SEE UTILITY RELOCATION PLANS FOR ALLUTILITY ADJUSTMENTS. (SEWER, WATER,TELECOM, GAS)4. EXIST. WATER VALVES TO BE ADJUSTED TOGRADE UNLESS AFFECTED BY WATER LINEMODIFICATIONS.PLAN VIEW8’ WIDE SIDE STOP - TYPE B15. SEWER AND TELECOM MANHOLES TO BEADJUSTED TO GRADE. SEE SEWER PLANS FORMANHOLE ADJUSTMENT SCHEDULE.6. TRAFFIC/ELECTRIC PULL BOXES TO REMAINAND TO BE ADJUSTED TO GRADE UNLESSOTHERWISE NOTED.7. EXIST. FIRE HYDRANTS TO REMAIN AND TOBE PROTECTED IN PLACE UNLESS OTHERWISENOTED.SEE COT STD. DTL W5008. THE ELEVATIONS FOR THE EXISTING TOP OFCURB AND GUTTER WILL BE SHOWN AT 50-FOOTELEV=XXXX40’ STOP PLATFORMARCHITECTURAL LIMITSSEE ARCHITECTURAL DWGS12’STOP RAMP20:1MAX23 XXX10’LANDINGMATCH SIDEWALKELEVATIONINTERVALS ALONG THE ROADWAY. CONTRACTORSHALL RECONSTRUCT THE PAVEMENT UTILIZINGTHE TOP OF CURB AND GUTTER ELEVATIONSAND THE PROPOSED TRACK PROFILE. PAVEMENTCROSS SLOPES WILL VARY BASED ON THESEELEVATIONS.9. SEE TRAFFIC PLANS FOR COMBINED TRAFFICSIGNAL/OCS POLE INFORMATION.XXX2510. H=9.5" FOR CONC. VERTICAL CURB AT STOPSUNLESS OTHERWISE NOTED.Layout: C143 - Granda @ TCC - North StopP:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1e\C100e_Stops.dwgPrinted: 8/12/2010 @ 2:46:44 PM#TUCSONBIDITEMNUMBERSTREETCAR STOP QUANTITIESITEM DESCRIPTIONESTIMATEDQUANTITY23 6110202 METAL HANDRAIL (STREETCAR STOPS)L.FT. XXX25269240117 MISCELLANEOUS WORK (CONCRETE LANDINGS & RAMPS, 6")(STREETCAR STOPS) SQ.FT. XXX9240129 MISCELLANEOUS WORK (PCCP CONNECTION, 1.2’ EXTENSION)(STREETCAR STOPS) SQ.YD. XXXCONCRETE VERTICAL CURB (PC/COT STD DTL 209, H=6"-10", TYPE 2)(STREETCAR42 9080042 L.FT.XXXSTOPS)439080282 INSTALL DETECTABLE WARNING STRIP (STREETCAR STOPS)EACHXXX45 9080151 CONCRETE MEDIAN PAVEMENT (STREETCAR STOPS)SQ. FT. XXXUNITPROFILE VIEWTwo working days before you dig,CALL FOR THE BLUE STAKES.782-5348Blue Stake CenterCALL COLLECTNO. DATE REVISION BY CHKD. APPR.PRELIMINARYENGINEERINGNOT FORCONSTRUCTIONGRANADA AVE/CUSHING ST WESTBOUNDSTOP DETAILDEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVECITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYMHWMHWRGMAUG 10AUG 10AUG 10REF.PLAN NO.SCALE:HORIZ:VERT:C143OF1"=10’N/A

EB STA 133+07.68OFFSET 4.00’ RT133+00 134+0025 XXX45 XXXEB STA 133+29.68OFFSET 4.00’ RT8’EASTBOUND TRACKCENTERLINEGRANADA AVEEB STA 133+69.68OFFSET 4.00’ RTEXISTING UTILITIES SHOWN ON THESE PLANS ARE FROM EXISTINGAS-BUILTS, UTILITY MAPS AND SURVEY INFORMATION. THE ENGINEERCANNOT GUARANTEE THE ACTUAL LOCATION OF ABOVE GROUND ANDBELOW GROUND STRUCTURES AND UTILITIES. IT IS THE CONTRACTOR’SRESPONSIBILITY TO VERIFY THE LOCATION OF ALL STRUCTURES ANDUTILITIES BY ANY MEANS AVAILABLE PRIOR TO CONSTRUCTION. ANYDAMAGE TO STRUCTURES OR UTILITIES DURING CONSTRUCTION WILL BETHE RESPONSIBILITY OF THE CONTRACTOR.42 XXX25 XXX26 XXX23 XXX2’5’ 0’ 5’ 10’EB STA 133+07.66OFFSET 12.67’ RTEB STA 133+17.68OFFSET 12.67’ RTXXX20:1 MAXXXX42231.5’ 8’ 33.5’EB STA 133+29.68OFFSET 12.67’ RT8’X2’LANDINGEESTOP CONTROL POINTEB STA 133+49.68OFFSET 8.33’ RtELEV.=XXXX.XXEB STA 133+69.68OFFSET 12.67’ RTCARCONTROLLINESCALE:1" = 5’NOTES:1. SEE CIVIL INTERSECTION DETAILS FORHORIZONTAL AND VERTICAL CONTROLFOR NEW CURB, ACCESS RAMPS,SIDEWALK, AND TIE-IN POINTS.2. OCS POLE LOCATIONS ARE APPROXIMATEAND ARE TO BE FINALIZED DURING ADVANCEDSTAGES OF DESIGN BY LTK ENGINEERINGSERVICES.3. SEE UTILITY RELOCATION PLANS FOR ALLUTILITY ADJUSTMENTS. (SEWER, WATER,TELECOM, GAS)4. EXIST. WATER VALVES TO BE ADJUSTED TOGRADE UNLESS AFFECTED BY WATER LINEMODIFICATIONS.5. SEWER AND TELECOM MANHOLES TO BEPLAN VIEWADJUSTED TO GRADE. SEE SEWER PLANS FORMANHOLE ADJUSTMENT SCHEDULE.8’ WIDE SIDE STOP - TYPE B16. TRAFFIC/ELECTRIC PULL BOXES TO REMAINAND TO BE ADJUSTED TO GRADE UNLESSOTHERWISE NOTED.7. EXIST. FIRE HYDRANTS TO REMAIN AND TOBE PROTECTED IN PLACE UNLESS OTHERWISENOTED.SEE COT STD. DTL W500MATCH SIDEWALKELEVATION10’LANDING12’STOP RAMP23 XXX20:1MAX40’ STOP PLATFORMARCHITECTURAL LIMITSSEE ARCHITECTURAL DWGSELEV=XXXX8. THE ELEVATIONS FOR THE EXISTING TOP OFCURB AND GUTTER WILL BE SHOWN AT 50-FOOTINTERVALS ALONG THE ROADWAY. CONTRACTORSHALL RECONSTRUCT THE PAVEMENT UTILIZINGTHE TOP OF CURB AND GUTTER ELEVATIONSAND THE PROPOSED TRACK PROFILE. PAVEMENTCROSS SLOPES WILL VARY BASED ON THESEELEVATIONS.XXX259. SEE TRAFFIC PLANS FOR COMBINED TRAFFICSIGNAL/OCS POLE INFORMATION.10. H=9.5" FOR CONC. VERTICAL CURB AT STOPSUNLESS OTHERWISE NOTED.Layout: C144 - Granda @ TCC - South StopP:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1e\C100e_Stops.dwgPrinted: 8/12/2010 @ 2:46:58 PM#TUCSONBIDITEMNUMBERSTREETCAR STOP QUANTITIESITEM DESCRIPTIONESTIMATEDQUANTITY23 6110202 METAL HANDRAIL (STREETCAR STOPS)L.FT. XXX25269240117 MISCELLANEOUS WORK (CONCRETE LANDINGS & RAMPS, 6")(STREETCAR STOPS) SQ.FT. XXX9240129 MISCELLANEOUS WORK (PCCP CONNECTION, 1.2’ EXTENSION)(STREETCAR STOPS) SQ.YD. XXXCONCRETE VERTICAL CURB (PC/COT STD DTL 209, H=6"-10", TYPE 2)(STREETCAR42 9080042 L.FT.XXXSTOPS)439080282 INSTALL DETECTABLE WARNING STRIP (STREETCAR STOPS)EACHXXX45 9080151 CONCRETE MEDIAN PAVEMENT (STREETCAR STOPS)SQ. FT. XXXUNITPROFILE VIEWNO. DATE REVISION BY CHKD. APPR.Two working days before you dig,CALL FOR THE BLUE STAKES.782-5348Blue Stake CenterCALL COLLECTPRELIMINARYENGINEERINGNOT FORCONSTRUCTIONGRANADA AVE/CUSHING ST EASTBOUNDSTOP DETAILDEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVECITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYMHWMHWRGMAUG 10AUG 10AUG 10REF.PLAN NO.SCALE:HORIZ:VERT:C144OF1"=10’N/A

6"ROADWAY WIDTH18"IB TRACK C L10.4’ TURN LANEOB TRACK C LEXIST WIDTH VARIESDEPTHVARIESMILLING LIMITSDEPTHVARIESEXISTAC PAVEMENTTO BE MILLED* CONTRACTOR SHALL BE AWARE THAT THE EXISTING1.5’ GUTTER AND/OR PLANTERS ARE OVERLAIN WITHAC NEAR THE ROADWAY EDGES. THE MILLING ALONGTHE GUTTER AND/OR PLANTERS WILL VARY IN DEPTHAND THE CONTRACTOR SHALL TAKE CARE NOT TOSAWCUTEXISTINGPAVEMENTREMOVE4.0’EXISTING4.0TRACK0.8’ 0.8’14"EXISTINGPAVEMENTSAWCUTEXISTINGPAVEMENTREMOVE EXIST ACOVER EXIST GUTTER*EXIST CURB & GUTTERTO REMAINEXIST PAVEMENTTO REMAINDAMAGE THE EXISTING GUTTER AND/OR PLANTERSDURING MILLING OPERATIONS. IF THE EXISTINGGUTTER AND/OR PLANTERS ARE DAMAGED DURINGTHE MILLING OPERATIONS, IT SHALL BE REPLACED ATNO COST TO THE DEPARTMENT. THE CONTRACTORSHOULD ADJUST MILLING AT THE DIRECTIONAND TO THE SATISFACTION OF THE ENGINEER.GUTTERS AND PLANTERS SHOULD BE CLEANED PRIORTO PLACEMENT OF NEW ASPHALT MATERIAL.PREPAREMILL AREAEXISTING SUBGRADEEXISTING TRACK REMOVALAC MILLING ALONG GUTTER AND/OR PLANTERS14.8’ TRAVEL LANE 10.4’ TURN LANE 14.8’ TRAVEL LANE6"ROADWAY WIDTHC LIB TRACKOB TRACK C L18"NEW AC LIMITSSAWCUTEXISTINGPAVEMENT8.0’TRACK SLAB4.0 ’4.0’0.8’ 0.8’8.0’TRACK SLABSAWCUTEXISTINGPAVEMENTTO FACE OF CURB*DEPTHVARIESNEW AC* DURING THE AC REPLACEMENT OPERATIONS, THECONTRACTOR SHALL OVERLAY THE EXISTINGGUTTER AND/OR PLANTERS, IF REQUIRED TOMEET THE NEW OVERLAID HEIGHT THROUGHOUTTHE PROJECT, UNLESS OTHERWISE DIRECTED BYINBOUNDSECTION NO. 1OUTBOUNDEXIST CURB & GUTTERTO REMAINEXIST PAVEMENTTO REMAINTHE ENGINEER. IF THE REPLACEMENT DOES NOTREQUIRE THE GUTTER AND/OR PLANTERS TO BEOVERLAIN THEN THE CONTRACTOR SHALL ENDTHE AC REPLACEMENT AT THE EXISTINGGUTTER/PLANTER LIP.Layout: C150P:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1e\C100E.dwgPrinted: 8/12/2010 @ 2:27:26 PMNEW TRACK PLACEMENTPAVEMENT STRUCTURAL SCT NO. 1 OR 2NEW AC ALONG GUTTER AND/OR PLANTERSPRELIMINARYENGINEERINGNOT FORCONSTRUCTIONNO. DATE REVISION BY CHKD. APPR.CIVIL DETAILSDEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVECITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYTWWTWWRGMAUG 10AUG 10AUG 10REF.PLAN NO.SCALE:HORIZ:VERT:C150N/AOF

24"X48" ADA REPLACEABLETRACKCENTERLINETOP OF SLAB ELEVATION(STREET CAR STOPS)6"TACTILE WARNING SURFACE UNIT2.0’4.2’PORTLAND CEMENT CONCRETE TRACKSLAB9.5"1:11.0’4.0’NORMALSLABDETAIL OF TRACK SLABAT STOP LOCATIONS12" MIN.5’LEVELBEYONDGRADEBREAK5’18"1 1 2" DIA GALVRAILING (TYP)36"18"4"6"38" X 3 1 2" WEDGEANCHORS (TYP)20 (MAX)11 1 2" DIA GALVRAILING (TYP)38" X 3 1 2" WEDGEANCHORS (TYP)6"36"CONCRETE STOP PLATFORM4"20 (MAX)1SEE ARCHITECTURAL DETAILSAGGEGRATE BASEEXISTWELD AND PLATE INFORMATIONSUBGRADESEE ARCHITECTURAL DETAILSCONCRETE ACCESS RAMPAGGEGRATE BASEEXISTSUBGRADELayout: C151P:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1e\C100_Hand_Rail.dwgPrinted: 8/12/2010 @ 2:28:00 PMNOTES:1.CONCRETE ACCESS RAMPHANDRAIL FOR STOP ACCESS RAMPSNO. DATE REVISION BY CHKD. APPR.PRELIMINARYENGINEERINGNOT FORCONSTRUCTIONCIVIL DETAILSDEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO - CUSHING ST - GRANADA AVECITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYMHWMHWRGMAUG 10AUG 10AUG 10REF.PLAN NO.SCALE:HORIZ:VERT:C151N/AOF

E534+00535+00133+00134+00WB TRACK C.L.TSWB TRACK C.L.W W EEB TRACK C.L.WGRANADA AVE.EXIST. TCC PARKING LOT526+00527+00528+00CUSHING ST.EXIST. CATCH BASINTO REMAIN.GUTTER ELEV.=XXXX.XXENEW CATCH BASIN.COT STD DETAIL 308, TYPE 3CONTROL PT.= EB STA 133+84.77, 4.02’ RTGUTTER ELEV.=XXXX.XX125+00126+00127+00+-8’NEW FACE OF CURB, ADOT C-05.10ETSEB TRACK C.L.MODIFIED CATCH BASIN TOADOT C-15.20, TYPE 3CONTROL PT.=EB STA 125+67.92, 12.69’ RTEXIST ADOT CATCH BASINTO BE MODIFIED, SEE BELOWWB FRONTAGE RD.ENEW SIDE STOPSEE CIVIL PLANSEEEEEEEEEEETSLIP ELEV.=XXXX.XX2355MODIFIED CATCH BASIN TOADOT C-15.20, TYPE 3CONNECT TO EXIST.CATCH BASIN SUMP(SEE SECTION A)2350LIP ELEV.=XXXX.XXEB CUSHING PROPOSED CURB LINEEXIST. GROUND23552350WING LENGTH=7’-6"6" (TYP)ALL SLABSSUMP LENGTH=3’-11 3 4"P)H=2’-4"2355EXIST. 18" RCP(TO REMAIN)WB TRACKC.L.EXIST.RAISEDMEDIANEXIST. 4" PE GASEXIST 6" STL GASTO BE RELOCATEDEXIST. 18"X76’ RCPS=3.1%EB TRACKC.L.EXIST. GROUND2355EXIST. ADOT C-15.20CATCH BASIN(TO BE REMOVED)WING LENGTH=4’-0’SUMP LENGTH=4’-1" (TYP)MODIFIED EXIST.18" RCPH=4’-3"Layout: ModelP:\City of Tucson\24096905\Cadd\Sheet\Civil Sheets\Segm ent 1e\CX- DRN_S1.dwgPrinted: 8/12/2010 @ 2:49:26 PMTUCSONBIDITEMNUMBEREXIST. AREA CATCH BASINADOT C-15.80.REMOVE APRON, REMOVE GRATESUMP TO REMAININV.=2348.002345EXIST. 18"X141’ RCPS=0.13%SEGMENT 1 CATCH BASIN MODIFICATIONQUANTITIESITEM DESCRIPTIONEB STA 125+68ESTIMATEDQUANTITY2020053 REMOVE CATCH BASINEACH 22020040 REMOVAL OF PIPEL.FT. 65030135 CATCH BASIN, ADOT C-15.40 (DOUBLE) EACH 15030236 CATCH BASIN (PC/COT STD. DTL. 305 THROUGH 310)EACH 1UNIT234510’MATCH EXISTINGNOTES:SECTION A NTS1. SEE ADOT C-STANDARDS FORSTRUCTURAL DETAILS.0’ 10’ 20’SCALE:1" = 10’2350EXISTING UTILITIES SHOWN ON THESE PLANS ARE FROM EXISTINGAS-BUILTS, UTILITY MAPS AND SURVEY INFORMATION. THE ENGINEERCANNOT GUARANTEE THE ACTUAL LOCATION OF ABOVE GROUND ANDBELOW GROUND STRUCTURES AND UTILITIES. IT IS THE CONTRACTOR’SRESPONSIBILITY TO VERIFY THE LOCATION OF ALL STRUCTURES ANDUTILITIES BY ANY MEANS AVAILABLE PRIOR TO CONSTRUCTION. ANYDAMAGE TO STRUCTURES OR UTILITIES DURING CONSTRUCTION WILL BETHE RESPONSIBILITY OF THE CONTRACTOR.INV.=2350.96EXIST. 14" & 16"TUCSON WATERTO REMAINNO. DATE REVISION BY CHKD. APPR.SEGMENT 1 CATCH BASIN MODIFICATIONEB STA 133+80PRELIMINARYENGINEERINGNOT FORCONSTRUCTIONEXIST. 18" RCP(REMOVE 6 L.FT. FROMEXIST. CATCH BASIN)NEW COT TYPE 3CATCH BASIN(SEE SECTION B)2350NOTES:SECTION B NTSCITY OF TUCSON MODERN STREETCAR LINE SEGMENT 1AVENIDA DEL CONVENTO-CUSHING S-GRANADA AVETWWTWWMH6" (TYP)ALL SLABS1. SEE COT STD DETAIL 308, TYPE 3FOR STRUCTURAL DETAILS.STORM DRAIN MODIFICATIONSDEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISIONCITY OFTUCSONDRWN. BYDSGN. BYCHKD. BYAUG 10AUG 10AUG 10REF.PLAN NO.SCALE:HORIZ:VERT:C152N/AOF

DETAIL2DETAIL1

ITEM DESCRIPTION7040003 PAVEMENT MARKING (WHITE HOT-SPRAYED THERMOPLASTIC)(0.060") L.FT.7040004704007270500197050023705002670500287060015706001870800017080011PAVEMENT MARKING (YELLOW HOT-SPRAYED THERMOPLASTIC)(0.060")PAVEMENT MARKING (WHITE HOT-SPRAYED THERMOPLASTIC)(TRANSVERSE)(0.090")PAVEMENT MARKING, PREFORMED, TYPE I, LEGENDPAVEMENT MARKING, PREFORMED, TYPE I, SINGLE ARROWPAVEMENT MARKING, PREFORMED, TYPE I, LEGEND (ONLY)PAVEMENT MARKING, PREFORMED, TYPE I, SYMBOLPAVEMENT MARKER, REFLECTIVE, (TYPE D, YELLOW, TWO WAY)PAVEMENT MARKER, REFLECTIVE, (TYPE G, CLEAR, ONE WAY)PAVEMENT MARKINGS PAINTED (PAINTED)(WHITE)PAVEMENT MARKINGS PAINTED (PAINTED)(YELLOW)L.FT.L.FT.EACHEACHEACHEACHEACHEACHL.FT.L.FT.

ITEM DESCRIPTIONESTIMATEDQUANTITY2020153 REMOVE (SIGNS, STRUCTURES, FOUNDATIONS, AND POSTS) L. SUM607005460700556070060608000360801057030084SIGN POST (PERFORATED) (2S)SIGN POST (PERFORATED) (2 1/2S)FOUNDATION FOR SIGN POST (CONCRETE)WARNING, MARKER, OR REGULATORY SIGN PANELRELOCATE SIGNSOBJECT MARKER (M-23) (TYPE 1 OR 4)LIN. FT.LIN. FT.EACHSQ. FT.L. SUMEACH

ITEM DESCRIPTIONESTIMATEDQUANTITY2020153 REMOVE (SIGNS, STRUCTURES, FOUNDATIONS, AND POSTS) L. SUM607005460700556070060608000360801057030084SIGN POST (PERFORATED) (2S)SIGN POST (PERFORATED) (2 1/2S)FOUNDATION FOR SIGN POST (CONCRETE)WARNING, MARKER, OR REGULATORY SIGN PANELRELOCATE SIGNSOBJECT MARKER (M-23) (TYPE 1 OR 4)LIN. FT.LIN. FT.EACHSQ. FT.L. SUMEACH

ITEM DESCRIPTIONESTIMATEDQUANTITY2020153 REMOVE (SIGNS, STRUCTURES, FOUNDATIONS, AND POSTS) L. SUM607005460700556070060608000360801057030084SIGN POST (PERFORATED) (2S)SIGN POST (PERFORATED) (2 1/2S)FOUNDATION FOR SIGN POST (CONCRETE)WARNING, MARKER, OR REGULATORY SIGN PANELRELOCATE SIGNSOBJECT MARKER (M-23) (TYPE 1 OR 4)LIN. FT.LIN. FT.EACHSQ. FT.L. SUMEACH

ITEM DESCRIPTIONESTIMATEDQUANTITY2020153 REMOVE (SIGNS, STRUCTURES, FOUNDATIONS, AND POSTS) L. SUM607005460700556070060608000360801057030084SIGN POST (PERFORATED) (2S)SIGN POST (PERFORATED) (2 1/2S)FOUNDATION FOR SIGN POST (CONCRETE)WARNING, MARKER, OR REGULATORY SIGN PANELRELOCATE SIGNSOBJECT MARKER (M-23) (TYPE 1 OR 4)LIN. FT.LIN. FT.EACHSQ. FT.L. SUMEACH

ITEM DESCRIPTIONESTIMATEDQUANTITY2020153 REMOVE (SIGNS, STRUCTURES, FOUNDATIONS, AND POSTS) L. SUM607005460700556070060608000360801057030084SIGN POST (PERFORATED) (2S)SIGN POST (PERFORATED) (2 1/2S)FOUNDATION FOR SIGN POST (CONCRETE)WARNING, MARKER, OR REGULATORY SIGN PANELRELOCATE SIGNSOBJECT MARKER (M-23) (TYPE 1 OR 4)LIN. FT.LIN. FT.EACHSQ. FT.L. SUMEACH

ITEM DESCRIPTIONESTIMATEDQUANTITY2020153 REMOVE (SIGNS, STRUCTURES, FOUNDATIONS, AND POSTS) L. SUM607005460700556070060608000360801057030084SIGN POST (PERFORATED) (2S)SIGN POST (PERFORATED) (2 1/2S)FOUNDATION FOR SIGN POST (CONCRETE)WARNING, MARKER, OR REGULATORY SIGN PANELRELOCATE SIGNSOBJECT MARKER (M-23) (TYPE 1 OR 4)LIN. FT.LIN. FT.EACHSQ. FT.L. SUMEACH

ITEM DESCRIPTIONESTIMATEDQUANTITY2020153 REMOVE (SIGNS, STRUCTURES, FOUNDATIONS, AND POSTS) L. SUM607005460700556070060608000360801057030084SIGN POST (PERFORATED) (2S)SIGN POST (PERFORATED) (2 1/2S)FOUNDATION FOR SIGN POST (CONCRETE)WARNING, MARKER, OR REGULATORY SIGN PANELRELOCATE SIGNSOBJECT MARKER (M-23) (TYPE 1 OR 4)LIN. FT.LIN. FT.EACHSQ. FT.L. SUMEACH

ITEM DESCRIPTIONESTIMATEDQUANTITY2020153 REMOVE (SIGNS, STRUCTURES, FOUNDATIONS, AND POSTS) L. SUM607005460700556070060608000360801057030084SIGN POST (PERFORATED) (2S)SIGN POST (PERFORATED) (2 1/2S)FOUNDATION FOR SIGN POST (CONCRETE)WARNING, MARKER, OR REGULATORY SIGN PANELRELOCATE SIGNSOBJECT MARKER (M-23) (TYPE 1 OR 4)LIN. FT.LIN. FT.EACHSQ. FT.L. SUMEACH

ITEM DESCRIPTIONESTIMATEDQUANTITY2020153 REMOVE (SIGNS, STRUCTURES, FOUNDATIONS, AND POSTS) L. SUM607005460700556070060608000360801057030084SIGN POST (PERFORATED) (2S)SIGN POST (PERFORATED) (2 1/2S)FOUNDATION FOR SIGN POST (CONCRETE)WARNING, MARKER, OR REGULATORY SIGN PANELRELOCATE SIGNSOBJECT MARKER (M-23) (TYPE 1 OR 4)LIN. FT.LIN. FT.EACHSQ. FT.L. SUMEACH

ITEM DESCRIPTIONESTIMATEDQUANTITY2020153 REMOVE (SIGNS, STRUCTURES, FOUNDATIONS, AND POSTS) L. SUM607005460700556070060608000360801057030084SIGN POST (PERFORATED) (2S)SIGN POST (PERFORATED) (2 1/2S)FOUNDATION FOR SIGN POST (CONCRETE)WARNING, MARKER, OR REGULATORY SIGN PANELRELOCATE SIGNSOBJECT MARKER (M-23) (TYPE 1 OR 4)LIN. FT.LIN. FT.EACHSQ. FT.L. SUMEACH

DETAIL1DETAIL2DETAIL3DETAIL4

CONDUIT / WIRE SCHEDULECONGRESS STREETITEM DESCRIPTIONESTIMATEDQUANTITY7320060 ELECTRICAL CONDUIT(2 1/2") PVC LF7320411PULLBOX WITH EXTENSION (#5)EACH7320456 PULLBOX (FOR TEP LINE EXTENSION)EACH7320560732060073401207340306734040173508207370430737048092400109240011CONDUCTOR (NO. 2)CONDUCTOR (NO. 0)METER PEDESTAL CABINETMETER PEDESTAL FOUNDATIONTRANSFORMER FOUNDATIONPHOTO ELECTRIC CELLTRANSFORMERPROVIDE ELECTRICAL SERVICEFORCE ACCOUNT WORK(TEP LINE EXTENSION CONDUCTORS AND HOOK UP)FORCE ACCOUNT WORK(TEP SERVICE EXTENSION CONDUCTORS AND HOOK UP)LFLFEACHEACHEACHEACHEACHEACHLFLFAVENIDA DEL CONVENTOPASEO DE LOS ZANJEROS

CONDUIT / WIRE SCHEDULEITEM DESCRIPTIONESTIMATEDQUANTITY7320060 ELECTRICAL CONDUIT(2 1/2") PVC LF7320411PULLBOX WITH EXTENSION (#5)EACH7320456 PULLBOX (FOR TEP LINE EXTENSION)EACH7320560732060073401207340306734040173508207370430737048092400109240011CONDUCTOR (NO. 2)CONDUCTOR (NO. 0)METER PEDESTAL CABINETMETER PEDESTAL FOUNDATIONTRANSFORMER FOUNDATIONPHOTO ELECTRIC CELLTRANSFORMERPROVIDE ELECTRICAL SERVICEFORCE ACCOUNT WORK(TEP LINE EXTENSION CONDUCTORS AND HOOK UP)FORCE ACCOUNT WORK(TEP SERVICE EXTENSION CONDUCTORS AND HOOK UP)LFLFEACHEACHEACHEACHEACHEACHLFLFLINDA AVENUE (PROPOSED)AVENIDA DEL CONVENTOCUSHING STREET

CONDUIT / WIRE SCHEDULEI-10 EBFRONTAGE ROADCUSHING STREETCUSHING STREETITEM DESCRIPTION7320060 ELECTRICAL CONDUIT(2 1/2") PVC LFESTIMATEDQUANTITY7320411PULLBOX WITH EXTENSION (#5)7320456 PULLBOX (FOR TEP LINE EXTENSION)EACHEACH7320560CONDUCTOR (NO. 2)LF73206007340120CONDUCTOR (NO. 0)METER PEDESTAL CABINETLFEACH73403067340401METER PEDESTAL FOUNDATIONTRANSFORMER FOUNDATIONEACHEACH73508207370430PHOTO ELECTRIC CELLTRANSFORMEREACHEACH73704809240010PROVIDE ELECTRICAL SERVICEFORCE ACCOUNT WORK(TEP LINE EXTENSION CONDUCTORS AND HOOK UP)EACHLF9240011FORCE ACCOUNT WORK(TEP SERVICE EXTENSION CONDUCTORS AND HOOK UP)LF

CONDUIT / WIRE SCHEDULEITEM DESCRIPTIONESTIMATEDQUANTITY7320060 ELECTRICAL CONDUIT(2 1/2") PVC LF7320411PULLBOX WITH EXTENSION (#5)EACH7320456 PULLBOX (FOR TEP LINE EXTENSION)EACH7320560732060073401207340306734040173508207370430737048092400109240011CONDUCTOR (NO. 2)CONDUCTOR (NO. 0)METER PEDESTAL CABINETMETER PEDESTAL FOUNDATIONTRANSFORMER FOUNDATIONPHOTO ELECTRIC CELLTRANSFORMERPROVIDE ELECTRICAL SERVICEFORCE ACCOUNT WORK(TEP LINE EXTENSION CONDUCTORS AND HOOK UP)FORCE ACCOUNT WORK(TEP SERVICE EXTENSION CONDUCTORS AND HOOK UP)LFLFEACHEACHEACHEACHEACHEACHLFLFGRANADA AVENUECUSHING STREETCUSHING STREET

CONSTRUCTION NOTESGRANADA AVESENTINEL AVEFREEWAY RDI-10 RAMPCUSHING STCUSHING STITEM DESCRIPTIONESTIMATEDQUANTITYSENTINEL AVE7310812 REMOVE AND SALVAGE EXISTING LIGHTING POLES EACH7310821 REMOVE EXISTING FOUNDATIONS EACH7310832 RELOCATE EXISTING LIGHT POLES7320060 ELECTRICAL CONDUIT (2 1/2") (PVC)7320411 PULL BOX (NO. 5) (WITH EXTENSION)7320530 CONDUCTOR (NO. 6)7320730 TRENCHING AND BACKFILL (FOR STREET ELECTRIC)7320745 REMOVE AND SALVAGE CONDUCTORSEACHL.FT.EACHL.FT.L.FT.EACH