CITY OF SAN LUIS, INTERNATIONAL PLAZA 1 ROADWAY IMPROVEMENT. Mayor. City Manager GERARDO SANCHEZ. Vice-Mayor MATIAS ROSALES

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1 INTRNATIONAL PLAZA ROADWAY IMPROVMNT (PICNO IV, BNTU, CADNA, AND DIMAS ) Mayor City Manager GRARDO SANCHZ TADO A. D LA HOYA Vice-Mayor MATIAS ROSALS, AZ Director of Public Works City Council AFRICA LUNA-CARRASCO GLORIA TORRS MARIA CCILIA RAMOS MARIO BUCHANAN JR. RUBN WALSH INC. APPROVD: APPROVD: ULOGIO VRA, P.. 0/0/8 xpires -0- City Manager Director of Public Works Date: Date: PRPARD BY: 05 W. th STRT, SUIT YUMA, AZ 856 (8) 8-6 INTRNATIONAL PLAZA

2 US HIGHWAY 5 PROJCT AR PICNO IV YUMA VALLY MAIN AIN SHT INDX SHT NUMBR: TITL: MOHAV COCONINO NAVAJO APACH SALINITY CANAL ROAD STIBLLA IV MRRILL AV. ST MAIN CANAL US HIGHWAY 5 T- G- G- P- P- D- COVR SHT GNRAL NOTS, & KY MAP LGND & ABBRVIATIONS PLAN AND PROFIL - PICNO IV - STA + TO STA 6+50 PLAN AND PROFIL - BNTU AV. - STA 0+ TO STA +50 CADNA AV. - STA 80+5 TO STA 8+80 DIMAS AV. - STA 0+5 TO STA +00 TYPICAL CROSS SCTION AND DTAILS LA PAZ YAVAPAI GILA JUAN SANCHIZ BLVD. BNCHMARKS BM # STA , 0' Rt INTRSCTION OF GUIU IV AND BNTU FD TOWN OF SAN LUIS BRASS CAP NORTHING = STING = LVATION = 8. PROJCT LOCATION MARICOPA YUMA PINAL YUMA SONORA, MXICO LOCATION MAP PIMA SANTA CRUZ GRAHAM COCHIS GRNL US HIGHWAY 5 ARDN AV. SONORA, MXICO SAN LUIS VICINITY MAP P- PICNO IV P- BNTU AV. KY MAP P- CADNA AV. GUIU IV P- DIMAS AV. GNRAL NOTS BM # STA , 0' Rt INTRSCTION OF GUIU IV AND CADNA FD TOWN OF SAN LUIS BRASS CAP NORTHING = STING = 8.6 LVATION = 8.5 BM # STA 0+5.,.' Rt INTRSCTION OF GUIU IV AND DIMAS FD TOWN OF SAN LUIS BRASS CAP NORTHING = STING = LVATION = 8.5 TMPORARY BNCHMARKS TBM # STA +., 0' RT INTRSCTION OF PICNO IV AND DIMAS FD BRASS CAP STM NORTHING = 500. STING = LVATION = TBM # STA +.0, 0' Rt INTRSCTION OF PICNO IV AND BNTU FD BRASS CAP STM NORTHING = STING = 80.5 LVATION = 8.0 NOT: S PLAN SHTS P- AND P- FOR ADDITIONAL FOUND SURVY MONUM.. UTILITY LOCATIONS AR APPROXIMAT ONLY. CONTRACTOR SHALL VRIFY XISTNC, LOCATION AND DPTH OF ALL UNDRGROUND UTILITIS PRIOR TO TRNCHING. CONTRACTOR SHALL PROTCT ALL UTILITIS IN PLAC UNLSS OTHRWIS SPCIFID IN TH PLANS. CALL ARIZONA BLUSTAK--800-STAK-IT AT LST 8 HRS PRIOR TO XCAVATION.. NOT ALL STANDARD AWINGS AR INCLUDD HRIN. STANDARD AWINGS LISTD BUT NOT SHOWN AR INCLUDD BY RFRNC. 0/0/8 xpires -0- SAN LUIS, AZ 85 (8) -858 SHT G- MARCH 0, 8 CSL- 05 W. th Street, Suite - YUMA, AZ (8) 8-6 INTRNATIONAL PLAZA PROJCT LOCATION, VICINITY MAP GNRAL NOTS, & KY MAP

3 AB ABC ABDN ABUTMT AC ACI ACP ADDL ADJ ADOT AFF AG AGGR AISC ALUM ANG APPRX. APS ASTM AS AUTO AUX AV AVG AWWA BC BG BF BK BLDG BM BOTT BRG BTWN BV BVC BW C/L C, CONC CAP CATV CB CCP CD CF CFM CFS CI CJ CL CLR CMP CMU C.O. CO. CONN CONST CONT COORD COY CP CPLG CC, CTR CTRD CU CULV CV CWS DW D DBL DC DG DMO DG DIA DIAG DIM DIP DISCH DOI DN DW DWG DWS S B CC F G, X, GR L, LC LB LV NGR AT P AGGRGAT BAS QPMT AGGRGAT BAS COURS VC ABANDOND /W ABUTMNT X., XIST. ASPHALTIC CONCRT, ALUMINUM CAP, XP ASBSTOS CMNT XP JT AMRICAN CONCRT INSTITUT ASBSTOS CMNT PIP FAB ADDITIONAL FC ADJACNT, ADJUSTABL ARIZONA DPARTMNT OF TRANSPORTATIONFCA FD AT FINISH FLOOR F.D.C. AGRICULTURAL FDN AGGRGAT F.F. AMRICAN INSTITU OF STL CONSTRUCTION FG ALUMINUM FH ANGL FIG. APPROXIMAT, APPROXIMATLY FL ARIZONA PUBLIC SRVIC AMRICAN SOCITY OF TSTING MATRIALS FLX FLG ASSMBLY FLR AUTOMATIC F.O. AUXILIARY FOW FT AVRAG FTG AMRICAN WATR WORKS ASSOCIATION FWD BRASS CAP/BACK CURB BGIN, BGINNING G BLIND FLANG, BOTTOM FAC GA BACK GAL BUILDING GALV BNCHMARK G. I. BOTTOM G.S. BRING GB BTWN GC BALL VALV, BUTTRFLY VALV GND BGINNING OF VRTICAL CURV GPD BARBD WIR GPH GPM CHAINLINK GRTG CONCRT, CNTR GSP CAPACITY GSRBM CABL TLVISION GT, GTR CATCH BASIN GV CONCRT CYLINDR PIP CROSS-AINAG STRUCTUR CUBIC FT CUBIC FT PR MINUT CUBIC FT PR SCOND CAST IRON CONSTRUCTION JOINT CNTRLIN CLR, CLRANC CORRUGATD MTAL PIP CONCRT MASONRY UNITS CLNOUT COUNTY CONNCTION, CONNCT CONSTRUCTION, CONSTRUCT CONTINUOUS COORDINAT CITY OF YUMA CONTROL POI COUPLING CNTR TO CNTR CNTR CNTRD CUBIC CULVRT CHCK VALV CALCULATD WATR SURFAC IVWAY DPTH DOUBL DPRSSD CURB DGR DMOLITION DOWN GUY DIAMTR DIAGONAL DIMNSION DUCTIL IRON PIP DISCHARG U.S. DPARTMNT OF TH INTRIOR DOWN IV IVWAY AWING DSIGN WATR SURFAC ST, LCTRIC CH SMNT STBOUND CCNTRIC CH FAC XISTING GRAD LCTRIC, LCTRICAL LBOW LVATION HC HB HDP HDWR HDWL HGL HGT HH HORIZ HP HWS HWY NGINR DG OF PAVMNT QUIPMNT ND OF VRTICAL CURV CH WAY XISTING XPOSD XPANSION JOINT FABRICATION FLXIBL COUPLING FLANGD COUPLING ADAPTR FOUND FIR DPARTMNT CONNCTION FOUNDATION FINISHD FLOOR LVATION FINISH GRAD FIR HYANT FIGUR FLOW LIN FLXIBL FLANG FLOOR FIBR OPTIC FAC OF WALL FOOT, FT FOOTING, FILLING FORWARD GAS GAUG GALLON GALVANIZD GALVANIZD IRON GALVANIZD STL GRAD BRK GROOVD COUPLING GROUND GALLONS PR DAY GALLONS PR HOUR GALLONS PR MINUT GRATING GALVANIZD STL PIP GILA & SALT RIVR BAS & MRIDIAN GUTTR GAT VALV, GAS VALV ID I IF IN. INSTM INSUL INT INV. IRR HANDICAPPD HOS BIB HIGH DNSITY POLYTHYLN HARDWAR HDWALL HYAULIC GRAD LIN HIGHT HAND HOL HORIZONTAL HORSPOWR HIGH WATR SURFAC HIGHWAY INSID DIAMTR INVRT LVATION INSID FAC INCH INSTRUMNTATION INSULAT INTRIOR INVRT IRRIGATION JT JOINT L LAT LB LF LH LN LR LS LT L/G M MAINT MATL MAX MB MCC MCH MFR MH M&I MIN MISC MJ MO MON MTD MTG MTL MW MWS LNGTH LATRAL POUND LINR FT LFT HAND LAN LONG RADIUS LAND SURVYOR LIGHT, LFT LIP OF GUTTR MSURD MAINTNANC, MAINTAIN MATRIAL MAXIMUM MAIL BOX MOTOR CONTROL CNTR MCHANICAL MANUFACTURR MANHOL MUNICIPAL AND INDUSTRIAL MINIMUM MISCLLANOUS MCHANICAL JOINT MONTH MONUMNT WALL MOUNTD MOUNTING MTAL MONITORING WLL MAXIMUM WATR SURFAC N/A N NAD NAVD NB N NIC NO. NOM NORM NPT NW NWS O/H O&M OC OD OF OPNG OPP O TO O OVFL P&ID PC PCC P PRM PI PJF PL POB POC PO POT PP PRC PRFAB PRSS. PRI PROP PS PSF PSI PSIG PT PV PVC PVMT PVT Q QUAD QTY ROW R RAD RB RC R.C.&G. RCP RD RD RF RHAB RINF RQD RSIL RGRCP RM RR RTN S SB SCHD SD S SC SF SH SIM SL, SL SMH SP SPC SPC'D SPLY SQ SR SS SST, SS ST STA STD STL STRL LGND NOT APPLICABL NORTH NORTH AMRICAN DATUM NORTH AMRICAN VRTICAL DATUM NORTHBOUND NORTHST NOT IN CONTRACT NUMBR NOMINAL NORMAL NATIONAL PIP THRD NOT TO SCAL NORTHWST NORMAL WATR SURFAC STRUCT SUSP SW MM STRUCTUR SUSPND SOUTHWST MMTRICAL ' D.C. NW IVWAY NTRANC WITH DPRSSD CURB (D.C.) T TANGNT, TOWNSHIP, TLPHON T&B TOP AND BOTTOM XIST. /NW STRUCTUR TB THRUST BLOCK TBM TMPORARY BNCH MARK TC TOP OF CONCRT, TOP OF CURB TC TMPORARY CONSTRUCTION SMNT NW ASPHALT PVMT. AS NOTD TDH TOTAL DYNAMIC HD TCH TCHNICAL TL TLPHON TMP TMPORARY NW CONCRT SIDWALK OR SLAB TF TOP FAC (HATCH OPTIONAL) OVRHD THD THRD OPRATION & MAINTNANC THK THICK ON CNTR THRD THRDD OUTSID DIAMTR NW VRTICAL CURB & GUTTR (VC&G) TMH TLPHON MANHOL OUTSID FAC, OVRFLOW T.O. TOP OF, TURNOUT OPNING TOB TOP OF BANK NW ROLL CURB & GUTTR (RC&G) OPPOSIT TOL TOP OF LINING OUT TO OUT TOP TOP OF PIP OVRFLOW TORL TOP OF RAISD LINING NW CONCRT VALLY GUTTR TP TLPHON POL, TST PIT, TURNING POINT PROCSS AND INSTRUMNTATION DIAGRAM TPI TURNOUT POINT OF INTRSCTION POINT OF CURVATUR TRANS TRANSITION PORTLAND CMNT CONC, GUTTR CATCH BASIN TRS TRAFFIC SIGNAL POINT OF COMMAND CURVATUR TS TRAFFIC SIGN, TOP OF SLOP FLUSH CATCH BASIN POLYTHYLN TW TOP OF WALL PRMANNT TYP. TYPICAL POINT OF INTRSCTION PRMOLDD JOINT FILLR U/G UNDRGROUND PROPRTY LIN UBC UNIFORM BUILDING COD POINT OF BGINNING UNK UNKNOWN x x POINT OF CURVATUR UNO UNLSS NOTD OTHRWIS POINT OF NDING USBR UNITD STATS BURU OF RCLAMATION POINT OF TANGNT POWR POL VC VRTICAL CURV POINT OF RVRS CURV V.C.&G. VRTICAL CURV AND GUTTR NW DITCH AS NOTD PRFABRICATD VG VALLY GUTTR PRSSUR VRT VRTICAL PRIMARY IRR VOL NW IRRIGATION OR STORM AIN PIP VOLUM PROPRTY VPI VRTICAL POINT OF INTRSCTION PUMP STATION, PRSSUR SWITCH VTR VNT THRU ROOF POUNDS PR SQUAR FOOT POUNDS PR SQUAR INCH W/ WITH NW STAND PIP POUNDS PR SQUAR INCH, GAUG W WATR, WST POINT, POINT OF TANGNCY WB WSTBOUND PLUG VALV, PRSSUR VALV WI WROUGHT IRON NW IRRIGATION OR AINAG POLYVINYL CHLORID WM WATR MTR JUNCTION BOX PAVMNT WMIDD WLLTON MOHAWK IRRIGATION AND AINAG XIST./NW IRRIGATION/SPRINKLR VALV POINT OF VRTICAL TANGNCY DISTRICT WS WATR STOP, WATR SURFAC FLOW RAT (CFS) S NW SANITARY SWR PIP WSL WATR SURFAC LVATION QUAANT WSP WLDD STL PIP QUANTITY WWF WLDD WIR FABRIC NW SANITARY CLN OUT CO WV WATR VALV RIGHT OF WAY XIST. MANHOL TO B BROUGHT TO RCORD, RIGHT, RANG XFMR LCTRICAL TRANSFORMR GRAD RADIUS NW MANHOL RBAR YC YUMA COUNTY RINFORCD CONCRT YCWUA YUMA COUNTY WATR USRS' ASSOCIATION ROLL CURB AND GUTTR YD YARD AINAG DIVID RINFORCD CONCRT PIP YID YUMA IRRIGATION DISTRICT YMC ROAD YUMA MSA CONDUIT YMIDD RDUCR YUMA MSA IRRIGATION AND AINAG DISTRICT YR RFR, RFRNC YR RHABILITATD, RHABILITATION NW SLOPS RINFORC, RINFORCD, RINFORCING NOTS: RQUIRD ) THIS IS A STANDARD ABBRVIATION AND LGND SHT; THRFOR, SOM RSILINT MBOLS OR ABBRVIATIONS MAY APPR ON THIS SHT AND NOT ON TH RUBBR GASkT RINFORCD CONCRT PIPAWINGS. ROOM RAILROAD ) CONTACT TH NGINR FOR ABBRVIATIONS NOT LISTD OR RFR TO RTURN G NW GAS LIN 'ABBRVIATIONS FOR US ON AWINGS AND TXT' PUBLISHD BY TH AMRICAN NATIONAL STANDARDS INSTITUT (ANSI). SWR, SOUTH SOIL BORING, SOUTHBOUND SCHDUL STORM AIN DTAIL (NUMRAL) DSIGNATION ON AWING SOUTHST WHR DTAIL IS TAKN SCTION C-6 SQUAR FT SCTION (LTTR) DSIGNATION ON AWING SHT AWING NUMBR (OR LIN IF TAKN AND SHOWN ON SAM WHR SCTION IS TAKN. ARROW INDICATS SIMILAR AWING) ON AWING WHR SCTION OR DTAIL IS DIRCTION OF SCTION LIN, SURVY LIN, STRT LIGHT A SHOWN SCTION SWR MANHOL SPAC, SPACS SPCIFICATIONS SPCIFID SCRND LM ON AR MAPPING RPRSNT XISTING FACILITIS OR LVATIONS. SUPPLY SQUAR SCRND BACKGROUNDS ON OTHR AWINGS CAN RPRSNT XISTING FACILITIS OR FACILITIS TO B STAT ROUT CONSTRUCTD UNDR THIS CONTRACT, WHICH, IF AWN IN SOLID LINS, WOULD OBSCUR TH PARTICULAR SANITARY SWR DTAILS BING SHOWN. CONSULT TH NGINR IF SCRNING OF ANY LM IS NOT SLF-XPLANATORY. STAINLSS STL STRT STATION STANDARD DTAIL CALLOUTS AR SHOWN TO INDICAT DTAIL RQUIRD AT SPCIFIC LOCATIONS. AT ALL STANDARD LOCATIONS WHR A STANDARD DTAIL CALLOUT IS NOT SHOWN, TH CONTRACTOR SHALL US TH STANDARD STL DTAIL MOST APPLICABL AND CONSISTNT WITH OTHR WORK UNDR THIS CONTRACT. STRUCTURAL NW POWR POL NW TLPHON POL NW TRAFFIC SIGNAL L.P. NW LIGHT POL W NW WATR LIN NW ND CAP W/ BLOW-OFF NW FIR HYANT NW FIR DPARTMNT CONNCTION XIST. VALV TO B BROUGHT TO GRAD NW VALV & VALV BOX NW THRUST BLOCK WM NW WATR MTR BOX XIST. W.M. BOX TO B RLOCATD XIST./NW BARRICAD ROCK RIPRAP (AS NOTD) SD NW STORM AIN PIP XIST. MAIL BOX TO B R-ST NW SURVY MONUMNT & COVR NO. -00 OR -050 XIST. SURVY MONUMNT COVR TO B BROUGHT TO GRAD NW SURVY MONUMNT, AS NOTD NW SURVY MONUMNT No FOUND SURVY MONUMNT CP0 SURVY CONTROL POINT PROJCT BNCH MARK/TMPORARY BNCHMARK NW CONSTRUCTION NOT 5 RMOVAL NOT SCTION AND DTAIL STANDARDS: 05 W. th Street, Suite - YUMA, AZ (8) 8-6 INTRNATIONAL PLAZA LGND & ABBRVIATIONS SCRNING: SAN LUIS, AZ 85 (8) -858 STANDARD DTAILS: / 8 /0 0 xpires -0- CSL- SHT G- MARCH 0, 8

4 US HIGHWAY 5 / MAIN STRT STA +, 0.00' Rt BGIN PAVMNT RMOVAL AND RPLACMNT ' PICNO IV STA +5, ' Rt APN ARDN 8 APN APN 5--0 MATCHLIN STA: +00 S BLLOW LFT.00 RMOVAL NOTS 0 ' 0' SCAL: " = ' U/M RMOV XISTING ASPHALT (ANY THICKNSS) RMOV XISTING CONCRT CURB (ANY TYP) LF RMOV SIDWALK, IVWAY, AND SLAB (FLAT WORK) QTY CONSTRUCTION NOTS U/M QTY PAVMNT STRUCTURAL SCTION No. (" AC-/" MAG MIX / 8" ABC) GRADING FOR PAVMNT ROLLD CURB AND GUTTR / " ABC (CITY OF YUMA STD. -0) LF CONCRT SIDWALK (T=6" / " ABC) (CITY OF YUMA STD -0) SF SIDWALK RAMP (CITY OF YUMA STD. -80) SF ADJUST X. SANITARY SWR MANHOL WITH NW FRAM & COVR (CITY OF YUMA STD. 5-0) ADJUST XISTING WATR VALV WITH NW FRAM & COVR (CITY OF YUMA STD. 5-0) SURVY MONUMNT (CITY OF YUMA STD. -080) PAVMNT STRUCTURAL SCTION No. (" AC-/" MAG MIX / X. ABC) MATCHLIN STA: +00 S ABOV RIGHT LF 5+00 APN 5--0 STA +.50, 0.00' Rt 5 R=' TO BC BNTU 5 SF LF SF MATCHLIN STA: +50 S SHT P SF STA +,.50' Rt BGIN FULL PAVMNT RMOVAL AND RPLACMNT APN PICNO IV CADNA STA +.50,.50' Rt BGIN FULL PAVMNT RMOVAL AND RPLACMNT APN APN 5--0 APN STA , 0.00' Rt R=' TO BC 5 SF LF SF MATCHLIN STA: 8+80 S SHT P- SF MATCHLIN STA: 6+50 S SHT P W. th Street, Ste. # - YUMA, AZ (8) 8-6 INTRNATIONAL PLAZA PLAN AND PROFIL PICNO IV - STA + TO STA /0/8 xpires -0- GNRAL NOTS SAWCUT AND MATCH XISTING PAVMNT. PROTCT IN PLAC XISTING CROSS GUTTR. 5 8 STORM WATR PONDS ON TH XISTING PAVMNT / CURB. RPAIR AS NOTD. MATCH TH XISTING CROSS CUTTR. PROTCT IN PLAC XISTING PAVMNT. RMOV AND RPLAC TH ROLLD CURB FROM CURB RTURN TO CURB RTURN. RMOV XISTING AC, RGRAD XISTING SUBBAS, AND PLAC NW " AC. NOT: TH XISTING AC THICKNSS VARIS " TO ", RGRAD XISTING SUBBAS TO ACCOMMODAT FOR NW " THICK AC SCTION. FULL PAVMNT SCTION RMOVAL AND RPLACMNT. PAVMNT RPLACMNT SHALL HAV A % MINIMUM CROSS SLOP WITH A TYPICAL CNTR CROWN. SAN LUIS, AZ 85 (8) -858 SHT P- MARCH 0, 8 CSL-

5 APN 5--0 APN APN 5--0 APN APN APN 5--0 APN SF CY ' BNTU STA +08, 0.00' Rt ND ROADWAY OVR XCAVATION LF APN 5--0 IU GU IV APN APN APN APN LF STA +5, 0.00' Rt BGIN ROADWAY OVR XCAVATION 5 8 SF RMOVAL NOTS CONSTRUCTION NOTS U/M QTY APN PAVMNT STRUCTURAL SCTION No. (" AC-/" MAG MIX / 8" ABC) GRADING FOR PAVMNT U/M QTY APN ' RMOV XISTING ASPHALT (ANY THICKNSS) 5 RMOV XISTING CONCRT CURB (ANY TYP) LF 86 RMOV SIDWALK, IVWAY, AND SLAB (FLAT WORK) 5 APN ' SCAL: " = ' 6' STA 0+., 0.00' Rt BGIN AC RMOVAL AND RPLACMNT 0 MATCHLIN STA: +50 S SHT P- APN ROADWAY OVR XCAVATION CY 5 (TOP " OF SUBGRAD) / GOGRID ROLLD CURB AND GUTTR / " ABC LF 86 (CITY OF YUMA STD. -0) CONCRT SIDWALK (T=6" / " ABC) SF 68 (CITY OF YUMA STD -0) SIDWALK RAMP SF 00 (CITY OF YUMA STD. -80) ADJUST X. SANITARY SWR MANHOL WITH NW FRAM & COVR (CITY OF YUMA STD. 5-0) ADJUST XISTING WATR VALV WITH NW FRAM & COVR (CITY OF YUMA STD. 5-0) ADJUST WATR MTR BOX (CITY OF YUMA STD. 5-, 5-5), CITY FURNISHD WATR MTR BOX SURVY MONUMNT (CITY OF YUMA STD. -080) PAVMNT STRUCTURAL SCTION No. 0 (" AC-/" MAG MIX / X. ABC) GNRAL NOTS APN APN APN CADNA PROTCT IN PLAC XISTING CROSS GUTTR. 5 MATCH TH XISTING CROSS CUTTR SF R=8' TO BC SF 5 SF 5' 8 PROTCT IN PLAC XISTING PAVMNT. SF LF 66 IV IU GU STA , 0.00' Rt BGIN PAVMNT RMOVAL AND RPLACMNT STA , 0.00' Lt BGIN AC RMOVAL AND RPLACMNT STA +5, 0.00' Rt ND ROADWAY OVR XCAVATION +00 APN MATCHLIN STA: 8+80 S SHT P- APN APN 5--0 DIMAS CADNA 0 LF STA +0, 0.00' Rt BGIN ROADWAY OVR XCAVATION IU GU 5 5 LF 86 5 SF STA +0.50, 0.00' Rt BGIN FULL PAVMNT 5 8 CY RMOVAL AND RPLACMNT APN APN W. th Street, Ste. # - YUMA, AZ (8) 8-6 INTRNATIONAL PLAZA CSL- IV APN RMOV XISTING AC, RGRAD XISTING SUBBAS, AND PLAC NW " AC. NOT: TH XISTING AC THICKNSS VARIS " TO ", RGRAD XISTING SUBBAS TO ACCOMMODAT FOR NW " THICK AC SCTION. FULL PAVMNT SCTION RMOVAL AND RPLACMNT. PAVMNT RPLACMNT SHALL HAV A % MINIMUM CROSS SLOP WITH A TYPICAL CNTR CROWN. 5' APN APN STORM WATR PONDS ON TH XISTING PAVMNT / CURB. RPAIR AS NOTD. ROADWAY OVR XCAVATION APPROXIMAT LIMITS INCLUD AR BTWN FROM BACK OF SIDWALK TO BACK OF SIDWALK, IF SIDWALKS AR RMOVD AND RPLACD, GOGRID SHALL B PLACD " BLOW TH (ROADWAY, CURB, AND SIDWALK) SUBBAS. MATCHLIN STA: 6+50 S SHT P- APN 5--0 SAWCUT AND MATCH XISTING PAVMNT. PLAN AND PROFIL BNTU AV. - STA 0+ TO STA +50 CADNA AV. - STA 80+5 TO STA 8+80 DIMAS AV. - STA 0+5 TO STA +00 SAN LUIS, AZ 85 (8) -858 / 8 / xpires -0- SHT P- MARCH 0, 8

6 NW / X. ROLL CURB & GUTTR AND SIDWALK PAVMNT CROWN % (TYP.) S NOT ROADWAY L C % (TYP.) NW / X. ROLL CURB & GUTTR AND SIDWALK S NOT NW PAVMNT SCTION AS SHOWN ON PLANS. NOT:. BNTU, CADNA, AND DIMAS : WHR SHOWN ON PLANS TH XISTING SUBBAS TO RMAIN IN PLAC, RGRAD / TAPR TH XISTING SUBBAS TO ACCOMMODAT FOR TH NW " AC PAVMNT. PAVMNT PRSRVATION SL " NATIV SOIL SCARIFID AND MOISTUR CONDITIOND TO ±% OF OPTIMUM AND COMPACTD TO 5% MIN. PR ASTM D-68 " A.C. (/" MAG AC MIX) 8" A.B.C. OR RCYCLD A.B.C. (MOISTUR CONDITIOND TO ±% OF OPTIMUM AND COMPACTD TO 00% PR ASTM D-68 ) (S NOT ) XISTING SUBGRAD NOTS:. SUBGRAD: SCARIFY TH TOP " OF NATIV SOIL. IF UNSUITABL SOIL MATRIAL IS NCOUNTRD, IT SHALL B RPLACD WITH SUITABL SUBGRAD MATRIAL. PLAC GOGRID " BLOW ABC WHR ROADWAY OVR XCAVATION IS SHOWN ON TH PLANS OR AS DIRCTD BY TH NGINR.. RCYCLD A.B.C. WILL B ACCPTD IN LIU OF NW A.B.C. MTS STANDARD 0-TABL 0. PAVMNT PRSRVATION SL RGRAD AND COMPACTDA.B.C. (MOISTUR CONDITIOND TO ±% OF OPTIMUM AND COMPACTD TO 00% PR ASTM D-68 ) " A.C. (/" MAG AC MIX) XISTING A.B.C. (THICKNSS VARIS) XISTING SUBGRAD NOT:. BNTU, CADNA, AND DIMAS : WHR SHOWN ON PLANS TH XISTING SUBBAS TO RMAIN IN PLAC, RGRAD / TAPR TH XISTING SUBBAS TO ACCOMMODAT FOR TH NW " AC PAVMNT. TYPICAL CROSS SCTION PAVMNT STRUCTURAL SCTION No. (" AC-/" MAG MIX / 8" A.B.C) PAVMNT STRUCTURAL SCTION No. (" AC-/" MAG MIX / X. A.B.C) SCAL: SCAL: CSL- 05 W. th Street, Ste. # - YUMA, AZ (8) 8-6 INTRNATIONAL PLAZA TYPICAL CROSS SCTION AND DTAILS 0/0/8 xpires -0- SAN LUIS, AZ 85 (8) -858 SHT D- MARCH 0, 8

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