City of Coolidge, Arizona McCartney Road & Eleven Mile Corner Road Planning & Environmental Linkages Transportation Study January 2014 City of Coolidge McCartney Road and Eleven Mile Corner Road Planning and Environmental Linkages Transportation Study Appendix C: McCartney Road Corridor Alignment Layout 55+00 MATCH LI NE STA 56+00 50+00 DC-53 BOX PI 50+ 85.52 45+00 40+00 35+00 30+00 25+00 20+00 15+00 10+00 5+00 DATELOCATI ON- DC-54 BOX 10 I- N Cox Rd REVI SI ONS- McCartney Rd FI NI SHED PLANS- PROPOSED TIE-IN DC-52 BOX 0 200 Corr=0.13' El ev= 1448.12 N Cox Rd 200' VC 1500 VPI 50+ 86.12 El ev= 1447.82 El ev= 1441.26 1480 VPI 36+ 36.12 1500 1460 % 0 4 . 0 200' VC Corr=0.13' 1460 SDs=1506' 0 . 2 5 % SDs=1506' % 5 2 . 0 0 . 2 5 % 1480 1440 SDs=1760' 1400 SDs=2258' 1380 El ev= 1447.08 1420 Corr=-0.13' El ev= 1446.16 Corr=-0.16' VPI 55+ 01.12 200' VC 200' VC VPI 43+ 01.12 REVI SI ONS- 1440 FI NI SHED PLANS- 400 SCALE (FEET) VPI 19+ 96.12 LOCATI ON- DATE- SURVEY NO. 200 1420 1400 1380 50+00 1360 McCARTNEY ROAD & SURVEY NO. ELEVEN MILE ROAD CORRIDOR STUDIES 1340 10+00 30+00 20+00 $DATE$ $TIME$ $FILE$ NAME 40+00 DATE DESIGN SP 01-14 DRAWN SP 01-14 CHECKED ASF 01-14 McCARTNEY RD DWG NO. RD-01 PLAN & PROFILE PLAN STA 0+00 TO STA 56+00 OF N Haci enda Rd McCartney Rd 200 400 N Haci enda Rd El ev= 1451.51 1500 1480 200' VC 200' VC Corr=0.11' % 5 2 . 0 0 . 2 5 % % 35 . 0 0 . 2 5 % 200' VC Corr=0.13' SDs=1506' SDs=1272' % 5 2 . 0 VPI 91+ 51.12 200' VC Corr=0.15' El ev= 1451.01 200' VC VPI 79+ 51.12 1480 El ev= 1449.71 1500 SDs=1506' SDs=1506' 0 . 2 5 % Corr=-0.24' El ev= 1440.55 1420 VPI 110+ 51.12 VPI 105+ 31.12 SDs=1236' El ev= 1441.85 El ev= 1449.76 1400 SDs=1899' 1440 200' VC VPI 84+ 51.12 Corr=-0.15' SDs=2258' El ev= 1448.21 Corr=-0.13' VPI 71+ 51.12 1420 200' VC 200' VC 1460 Corr=0.13' SDs=1662' 0 . 7 0 % 1440 REVI SI ONS- 0 SCALE (FEET) VPI 65+ 51.12 LOCATI ON- DATE- SURVEY NO. 200 Corr=0.13' 1460 FI NI SHED PLANS- MATCH LI NE STA 112+00 110+00 105+00 100+00 95+00 90+00 85+00 80+00 75+00 70+00 65+00 60+00 MATCH LI NE STA 56+00 LOCATI ON- DATE- DC-51 BRIDGE FI NI SHED PLANS- REVI SI ONS- MAJOR ARTERIAL/MINOR ARTERIAL 1380 1400 1380 100+00 110+00 1360 McCARTNEY ROAD & SURVEY NO. ELEVEN MILE ROAD CORRIDOR STUDIES 1340 60+00 70+00 $DATE$ NAME 90+00 80+00 $TIME$ $FILE$ DATE DESIGN SP 01-14 DRAWN SP 01-14 CHECKED ASF 01-14 McCARTNEY RD DWG NO. RD-02 PLAN & PROFILE PLAN STA 56+00 TO STA 112+00 OF POTENTIAL IMPACTS TO RESIDENT ACCESS 200 SURVEY NO. 0 200 400 Corr=0.11' 1440 % 5 2 . 0 0 . 7 8 % SDs=1745' N Overfi el d Rd 200' VC El ev= 1429.32 1460 VPI 141+ 51.12 1480 El ev= 1442.17 SCALE (FEET) VPI 117+ 01.12 DATELOCATI ON- MATCH LI NE STA 168+00 MAJOR ARTERIAL/MINOR ARTERIAL 165+00 160+00 155+00 150+00 N Overfi el d Rd DC-50 PIPE PI 146+ 81.60 145+00 140+00 135+00 130+00 PI 129+ 64.16 125+00 120+00 115+00 MATCH LI NE STA 112+00 LOCATI ON- DATE- McCartney Rd FI NI SHED PLANS- REVI SI ONS- DC-51 PIPE 1480 1460 1440 200' VC 0 . 35 % Corr=0.10' 0 . 9 1 % 200' VC 1420 Corr=-0.14' 1400 1360 El ev= 1415.29 SDs=2023' VPI 156+ 91.12 1400 0 . 5 0 % 200' VC El ev= 1434.40 SDs=1150' 1380 FI NI SHED PLANS- SDs=1810' Corr=-0.26' VPI 127+ 01.12 REVI SI ONS- 1420 1380 1360 160+00 1340 McCARTNEY ROAD & SURVEY NO. ELEVEN MILE ROAD CORRIDOR STUDIES 1320 120+00 $DATE$ $TIME$ NAME 150+00 140+00 130+00 $FILE$ DATE DESIGN SP 01-14 DRAWN SP 01-14 CHECKED ASF 01-14 McCARTNEY RD DWG NO. RD-03 PLAN & PROFILE PLAN STA 112+00 TO STA 168+00 OF 220+00 0 200 400 0 . 5 0 % 1480 200' VC Corr=0.12' SDs=1036' El ev= 1405.79 1460 VPI 212+ 51.12 200' VC Corr=0.19' El ev= 1406.49 1460 1420 1440 200' VC 1420 Corr=0.13' SDs=1506' % 5 2 . 0 0 . 2 5 % SDs=1506' 0 . 2 5 % % 5 2 . 0 1400 1400 SDs=2258' 210+00 220+00 1340 VPI 224+ 51.12 SDs=2258' Corr=-0.13' El ev= 1402.89 1360 200' VC Corr=-0.12' VPI 200+ 90.83 1380 El ev= 1404.49 VPI 178+ 51.12 200' VC FI NI SHED PLANS- NE STA 224+00 MATCH LI tec Butted Rd N Tol 200 N Tol tec Butted Rd 1480 VPI 186+ 51.12 DATELOCATI ON- MAJOR ARTERIAL/MINOR ARTERIAL SCALE (FEET) 1440 REVI SI ONS- 215+00 210+00 205+00 200+00 195+00 190+00 185+00 PI 182+ 97.10 180+00 175+00 170+00 MATCH LI NE STA 168+00 REVI SI ONS- LOCATI ON- DATE- DC-49 BOX POTENTIAL IMPACTS TO RESIDENT ACCESS SURVEY NO. FI NI SHED PLANS- McCartney Rd 1380 1360 McCARTNEY ROAD & SURVEY NO. ELEVEN MILE ROAD CORRIDOR STUDIES 1320 170+00 180+00 $DATE$ NAME 200+00 190+00 $TIME$ $FILE$ DATE DESIGN SP 01-14 DRAWN SP 01-14 CHECKED ASF 01-14 McCARTNEY RD DWG NO. RD-04 PLAN & PROFILE PLAN STA 168+00 TO STA 224+00 OF MATCH LI NE STA 280+00 275+00 270+00 265+00 260+00 255+00 250+00 245+00 240+00 235+00 230+00 225+00 DATE- gnal Peak Rd N Si LOCATI ONREVI SI ONS- MATCH LI NE STA 224+00 MAJOR ARTERIAL/MAJOR ARTERIAL 200 0 200 0 . 2 5 % % 5 2 . 0 N Si gnal Peak Rd 1440 200' VC Corr=0.12' 0.03% % 6 4 . 0 0 . 2 5 % SDs=2696' SDs=4071' SDs=2258' 1380 El ev= 1404.40 400' VC Corr=-0.14' VPI 277+ 51.12 400' VC Corr=-0.22' El ev= 1402.79 200' VC Corr=-0.13' VPI 248+ 51.12 El ev= 1402.79 1360 1400 VPI 224+ 51.12 REVI SI ONS- 1400 1380 1420 SDs=1506' SDs=1088' SDs=1506' El ev= 1406.42 Corr=0.18' 1460 VPI 269+ 43.12 Corr=0.13' 200' VC El ev= 1406.02 200' VC VPI 255+ 51.12 1440 El ev= 1405.79 1460 1420 FI NI SHED PLANS- 400 SCALE (FEET) VPI 236+ 51.12 LOCATI ON- DATE- SURVEY NO. FI NI SHED PLANS- McCartney Rd 1360 1340 1340 270+00 1320 280+00 McCARTNEY ROAD & SURVEY NO. ELEVEN MILE ROAD CORRIDOR STUDIES 1300 230+00 $DATE$ $TIME$ NAME 260+00 250+00 240+00 $FILE$ DATE DESIGN SP 01-14 DRAWN SP 01-14 CHECKED ASF 01-14 McCARTNEY RD DWG NO. RD-05 PLAN & PROFILE PLAN STA 224+00 TO STA 280+00 OF MATCH LI NE STA 336+00 335+00 330+00 325+00 320+00 315+00 310+00 305+00 300+00 295+00 290+00 285+00 DATE- MAJOR ARTERIAL/MINOR ARTERIAL N Curry Rd LOCATI ONREVI SI ONS- MATCH LI NE STA 280+00 DC-47 BOX DC-48 BOX 200 0 1440 200' VC Corr=0.13' Corr=0.13' 1420 SDs=1506' SDs=1506' 0 . 2 5 % % 5 2 . 0 0 . 2 5 % % 5 2 . 0 1400 1400 Corr=-0.13' Corr=-0.13' SDs=2258' 1360 SDs=2258' El ev= 1404.40 1380 El ev= 1409.40 200' VC VPI 329+ 51.12 200' VC VPI 293+ 51.12 REVI SI ONS- 400 1460 El ev= 1411.40 200' VC VPI 321+ 51.12 N Curry Rd 1440 El ev= 1406.40 1460 1420 FI NI SHED PLANS- 200 SCALE (FEET) VPI 285+ 51.12 LOCATI ON- DATE- SURVEY NO. FI NI SHED PLANS- McCartney Rd 1380 1360 1340 1340 330+00 1320 McCARTNEY ROAD & SURVEY NO. ELEVEN MILE ROAD CORRIDOR STUDIES 1300 290+00 310+00 300+00 $DATE$ $TIME$ $FILE$ NAME 320+00 DATE DESIGN SP 01-14 DRAWN SP 01-14 CHECKED ASF 01-14 McCARTNEY RD DWG NO. RD-06 PLAN & PROFILE PLAN STA 280+00 TO STA 336+00 OF MATCH LI NE STA 392+00 McCartney Rd POTENTIAL CANAL IMPACT N Tw eedy Rd MAJOR ARTERIAL/MINOR ARTERIAL 200 200 400 1440 200' VC Corr=0.13' Corr=0.13' SDs=1461' SDs=1506' 1420 0 . 2 5 % % 5 2 . 0 0 . 2 5 % 1400 1400 1360 VPI 379+ 51.12 SDs=2258' Corr=-0.13' SDs=2258' El ev= 1411.15 VPI 352+ 51.12 Corr=-0.13' El ev= 1413.90 200' VC 200' VC 1380 1460 El ev= 1415.90 200' VC VPI 371+ 51.12 N Tw eedy Rd 1440 El ev= 1413.15 VPI 344+ 51.12 DATELOCATI ON- 1460 % 5 2 . 0 REVI SI ONS- 0 SCALE (FEET) 1420 FI NI SHED PLANS- 390+00 385+00 380+00 375+00 370+00 365+00 360+00 355+00 350+00 MATCH LI NE STA 336+00 345+00 340+00 DATELOCATI ONREVI SI ONS- DC-46 BOX SURVEY NO. FI NI SHED PLANS- POTENTIAL IMPACT TO FARM OPERATIONS 1380 1360 1340 1340 380+00 390+00 1320 McCARTNEY ROAD & SURVEY NO. ELEVEN MILE ROAD CORRIDOR STUDIES 1300 340+00 350+00 $DATE$ NAME 370+00 360+00 $TIME$ $FILE$ DATE DESIGN SP 01-14 DRAWN SP 01-14 CHECKED ASF 01-14 McCARTNEY RD DWG NO. RD-07 PLAN & PROFILE PLAN STA 336+00 TO STA 392+00 OF MAJOR ARTERIAL/MAJOR ARTERIAL e l even Mi N El Corner Rd EXISTING POWER LINE IMPACT POTENTIAL CANAL IMPACT EXISTING POWER LINE IMPACT 200 N El even Mi l e Corner Rd 200 400 El ev= 1422.00 1480 VPI 427+ 21.12 1460 200' VC SDs=1506' 0 . 1 3 % % 5 2 . 0 0 . 2 5 % % 7 2 . 0 400' VC 400' VC Corr=-0.20' Corr=-0.06' SDs=2933' SDs=9060' 1420 1400 VPI 437+ 51.12 1400 1440 Corr=0.13' 1380 1360 El ev= 1419.43 El ev= 1423.50 VPI 415+ 51.12 1460 N Macrae Rd DATELOCATI ON- 1480 1420 REVI SI ONS- 0 SCALE (FEET) 1440 FI NI SHED PLANS- MATCH LI NE STA 448+00 445+00 440+00 435+00 430+00 425+00 420+00 415+00 410+00 405+00 McCartney Rd N Macrae Rd MATCH LI NE STA 392+00 395+00 400+00 DATELOCATI ONREVI SI ONS- DC-45 BOX SURVEY NO. FI NI SHED PLANS- POTENTIAL FARM IMPACT 1380 1360 440+00 1340 McCARTNEY ROAD & SURVEY NO. ELEVEN MILE ROAD CORRIDOR STUDIES 1320 400+00 $DATE$ $TIME$ NAME 430+00 420+00 410+00 $FILE$ DATE DESIGN SP 01-14 DRAWN SP 01-14 CHECKED ASF 01-14 McCARTNEY RD DWG NO. RD-08 PLAN & PROFILE PLAN STA 392+00 TO STA 448+00 OF MAJOR ARTERIAL/MINOR ARTERIAL 200 400 N Sunshi ne Bl vd 200' VC Corr=0.13' 0 . 2 5 % 0 . 2 5 % 1380 1420 VPI 500+ 51.12 Corr=-0.13' El ev= 1420.93 Corr=-0.13' VPI 481+ 51.12 200' VC Corr=-0.13' El ev= 1421.43 200' VC SDs=2258' 1440 SDs=1506' % 5 2 . 0 200' VC SDs=2258' 200' VC Corr=0.13' SDs=1506' % 5 2 . 0 VPI 457+ 51.12 1400 1460 SDs=2258' 1400 El ev= 1420.18 SDs=1506' 0 . 2 5 % El ev= 1422.93 Corr=0.13' 1480 VPI 489+ 51.12 200' VC El ev= 1424.18 VPI 468+ 51.12 1460 El ev= 1422.93 1480 VPI 451+ 51.12 DATELOCATI ON- 0 SCALE (FEET) 1420 REVI SI ONS- MATCH LI NE STA 504+00 vd ne Bl N Sunshi EXISTING POWER LINE IMPACT 200 1440 FI NI SHED PLANS- 500+00 495+00 PI 493+ 07.61 490+00 485+00 480+00 475+00 470+00 465+00 460+00 455+00 450+00 MATCH LI NE STA 448+00 DATELOCATI ONREVI SI ONS- McCartney Rd SURVEY NO. FI NI SHED PLANS- POTENTIAL FARM IMPACT 1380 1360 1360 490+00 500+00 1340 McCARTNEY ROAD & SURVEY NO. ELEVEN MILE ROAD CORRIDOR STUDIES 1320 450+00 460+00 $DATE$ NAME 480+00 470+00 $TIME$ $FILE$ DATE DESIGN SP 01-14 DRAWN SP 01-14 CHECKED ASF 01-14 McCARTNEY RD DWG NO. RD-09 PLAN & PROFILE PLAN STA 448+00 TO STA 504+00 OF 555+00 550+00 545+00 540+00 535+00 530+00 525+00 520+00 515+00 m a Rd N La Pal MAJOR ARTERIAL/MINOR ARTERIAL DC-43 BOX 200 200 400 Corr=0.13' El ev= 1424.18 200' VC 1480 VPI 530+ 51.12 N La Pal m a Rd SDs=48827' % 5 2 . 0 SDs=2258' El ev= 1425.05 1380 Corr=-0.13' VPI 556+ 01.12 200' VC El ev= 1420.68 SDs=2258' % 5 2 . 0 1420 VPI 516+ 51.12 Corr=-0.13' 1440 Corr=0.12' 0 . 2 5 % 200' VC 1400 Corr=0.00' SDs=1506' 0 . 2 5 % % 5 2 . 0 200' VC 200' VC El ev= 1421.43 1420 1460 VPI 541+ 51.12 1460 El ev= 1422.43 VPI 509+ 51.12 DATELOCATI ON- 1480 SDs=1506' REVI SI ONS- 0 SCALE (FEET) 1440 FI NI SHED PLANS- MATCH LI NE STA 560+00 MATCH LI NE STA 504+00 510+00 505+00 DATELOCATI ONREVI SI ONS- McCartney Rd SURVEY NO. FI NI SHED PLANS- DC-44 BOX 1400 1380 1360 1360 550+00 1340 McCARTNEY ROAD & SURVEY NO. ELEVEN MILE ROAD CORRIDOR STUDIES 1320 510+00 $DATE$ $TIME$ NAME 540+00 530+00 520+00 $FILE$ DATE DESIGN SP 01-14 DRAWN SP 01-14 CHECKED ASF 01-14 McCARTNEY RD DWG NO. RD-10 PLAN & PROFILE PLAN STA 504+00 TO STA 560+00 OF MATCH LI NE STA 616+00 615+00 610+00 605+00 600+00 595+00 585+00 580+00 575+00 570+00 590+00 DC-40 PIPE DC-41 PIPE RAILROAD GRADE SEPARATION road l Rai MAJOR ARTERIAL/MINOR ARTERIAL stensen Rd Chri McCartney Rd AZ SR87/SR287 MATCH LI NE STA 560+00 565+00 DATELOCATI ONREVI SI ONS- DC-42 BOX 200 500' VC 500' VC Corr=3.58' Corr=3.94' SDs=394' -6 .0 0% % 00 6. Chri stensen Rd 1480 El ev= 1474.28 VPI 594+ 04.12 1500 1460 400 1480 1460 SDs=365' % 30 . 0 1440 800' VC % 6 2 . 0 Corr=-12.00' 1420 1420 El ev= 1432.46 VPI 601+ 01.12 1380 Rai l road 1400 El ev= 1433.30 SDs=379' VPI 587+ 21.12 REVI SI ONS- 200 1500 1440 FI NI SHED PLANS- 0 SCALE (FEET) AZ SR87/SR287 LOCATI ON- DATE- SURVEY NO. FI NI SHED PLANS- MAJOR ARTERIAL/MAJOR ARTERIAL 1400 1380 610+00 1360 McCARTNEY ROAD & SURVEY NO. ELEVEN MILE ROAD CORRIDOR STUDIES 1340 570+00 590+00 580+00 $DATE$ $TIME$ $FILE$ NAME 600+00 DATE DESIGN SP 01-14 DRAWN SP 01-14 CHECKED ASF 01-14 McCARTNEY RD DWG NO. RD-11 PLAN & PROFILE PLAN STA 560+00 TO STA 616+00 OF 64 5+ 00 640+00 65 0+ 00 616+00 NE STA LI DC-38 PIPE + 23.13 PC 637 635+00 630+00 625+00 620+00 Rd tney McCar 6 5 5 + 0 0 DATE- POTENTIAL CANAL IMPACT DC-39 PIPE M ATCH REVI SI ONS- LOCATI ON- DC-37 BOX + 5 5 6 5 .3 6 8 FI NI SHED PLANS- T P 0 0 + 0 6 6 A T S LOCATI ON- DATE- SURVEY NO. E IN L M 200 H C T A 200 400 SCALE (FEET) 1500 1500 1480 1480 1460 0 1460 200' VC Corr=0.04' % 7 4 . 0 1440 1420 1420 FI NI SHED PLANS- 1400 1380 El ev= 1438.31 1440 VPI 620+ 51.12 REVI SI ONS- SDs=4229' 1400 1380 660+00 1360 McCARTNEY ROAD & SURVEY NO. ELEVEN MILE ROAD CORRIDOR STUDIES 1340 620+00 $DATE$ $TIME$ NAME 650+00 640+00 630+00 $FILE$ DATE DESIGN SP 01-14 DRAWN SP 01-14 CHECKED ASF 01-14 McCARTNEY RD DWG NO. RD-12 PLAN & PROFILE PLAN STA 616+00 TO STA 660+00 OF H TC MA E LIN A ST 0 +0 710 00 5+ 70 POTENTIAL CANAL IMPACT st Fa PT MAJOR ARTERIAL/MINOR ARTERIAL McCa rtne y Rd k ac Tr FI NI SHED PLANS- 00 0+ 70 00 5+ 69 00 0+ 69 76 11. 6+ 68 0 +0 685 680+00 675 +00 41 .0 0 66 7+ P C 67 0+ 00 S T A M A T C H L IN E 6 6 5 + 0 0 6 6 0 + 0 0 DATELOCATI ONREVI SI ONS- DC-36 BOX Rd SURVEY NO. 200 200 400 SCALE (FEET) 1540 DATE- Fast Track Rd 1540 1520 LOCATI ON- 0 1500 1520 1500 1480 1480 FI NI SHED PLANS- REVI SI ONS- % 7 4 . 0 1460 1460 1440 1440 1420 1420 700+00 1400 710+00 McCARTNEY ROAD & ELEVEN MILE ROAD SURVEY NO. 1380 CORRIDOR STUDIES 670+00 $DATE$ NAME 690+00 680+00 $TIME$ $FILE$ DATE DESIGN SP 01-14 DRAWN SP 01-14 CHECKED ASF 01-14 McCARTNEY RD DWG NO. RD-13 PLAN & PROFILE PLAN STA 660+00 TO STA 710+00 OF MATCH LI NE STA 766+00 765+00 760+00 755+00 750+00 745+00 740+00 735+00 730+00 725+00 720+00 McCartney Rd DC-35 BOX INTERCHANGE POTENTIAL CANAL IMPACT Wheel er Rd MATCH LI NE STA 710+00 715+00 DATELOCATI ONREVI SI ONS- DC-33 PIPE 200 SURVEY NO. FI NI SHED PLANS- DC-34 PIPE 200 400 SCALE (FEET) 1560 DATE- Wheel er Rd 1560 1540 LOCATI ON- 0 1540 1520 1520 200' VC Corr=0.05' SDs=3765' 1440 El ev= 1493.77 1480 1460 FI NI SHED PLANS- 1500 1480 VPI 738+ 51.12 REVI SI ONS- 1500 1460 1440 760+00 1420 McCARTNEY ROAD & ELEVEN MILE ROAD SURVEY NO. 1400 CORRIDOR STUDIES 720+00 740+00 730+00 $DATE$ $TIME$ $FILE$ NAME 750+00 DATE DESIGN SP 01-14 DRAWN SP 01-14 CHECKED ASF 01-14 McCARTNEY RD DWG NO. RD-14 PLAN & PROFILE PLAN STA 710+00 TO STA 766+00 OF 79 0+ 00 785+ 00 780+00 7 9 5 + 0 0 3 05.1 778+ PC 17 .6 3 79 6 + 8 0 0 + 0 0 P T POTENTIAL CANAL IMPACT M A T C H L IN E S T A Canal +00 766 A T S NE LI CH M AT +00 775 +00 770 DATELOCATI ONREVI SI ONSFI NI SHED PLANS- Rd ey rtn a C Mc SURVEY NO. 200 0 200 400 SCALE (FEET) 1620 1600 1600 1580 1560 El ev= 1542.32 VPI 785+ 17.29 LOCATI ON- DATE- 1620 1580 1560 200' VC 350' VC REVI SI ONS- Corr=1.00' Corr=1.75' 1540 1540 -3 SDs=267' . 50 % SDs=400' % 50 4. % 0 5 . 0 1520 1520 SURVEY NO. 1460 El ev= 1528.49 Canal 1480 SDs=367' El ev= 1521.26 VPI 780+ 49.29 FI NI SHED PLANS- Corr=-5.00' 1500 VPI 789+ 12.40 500' VC 1500 McCARTNEY ROAD & ELEVEN MILE ROAD CORRIDOR STUDIES 770+00 790+00 780+00 $DATE$ $TIME$ $FILE$ NAME 800+00 DATE DESIGN SP 01-14 DRAWN SP 01-14 CHECKED ASF 01-14 McCARTNEY RD DWG NO. RD-15 PLAN & PROFILE PLAN STA 766+00 TO STA 800+00 OF 0 0 + 5 3 8 E IN L A T S 0 0 + 0 3 8 T P M 7+ 2 8 H C T A 7 .3 91 0 +0 5 82 0 820+0 815 +00 PC 814 +3 2.0 9 810 +0 0 MA TC H L INE ST A 8 00 +0 0 805 +0 0 DATELOCATI ONREVI SI ONSFI NI SHED PLANS- l a n Ca Mc Car tne y R d DC-32 BOX POTENTIAL CANAL IMPACT DC-30 BOX SURVEY NO. 200 1560 200' VC El ev= 1547.04 VPI 826+ 22.86 1580 Corr=1.53' -3 1560 . 7 5% SDs=464' % 00 4. 1540 500' VC % 0 5 . 0 1540 SDs=373' El ev= 1547.92 1520 1500 Canal El ev= 1539.55 VPI 827+ 98.09 Corr=-4.84' VPI 811+ 24.20 1480 1580 % 0 5 . 0 % 0 5 . 0 1500 1600 350' VC Corr=0.00' 1520 El ev= 1566.84 VPI 832+ 71.15 DATELOCATI ON- 400 1620 1600 REVI SI ONS- 200 SCALE (FEET) 1620 FI NI SHED PLANS- 0 McCARTNEY ROAD & ELEVEN MILE ROAD SURVEY NO. 1460 CORRIDOR STUDIES 800+00 810+00 $DATE$ $TIME$ NAME 830+00 820+00 $FILE$ DATE DESIGN SP 01-14 DRAWN SP 01-14 CHECKED ASF 01-14 McCARTNEY RD DWG NO. RD-16 PLAN & PROFILE PLAN STA 800+00 TO STA 835+00 OF 890+00 MATCH LI NE STA 891+00 885+00 880+00 875+00 870+00 865+00 860+00 855+00 850+00 845+00 840+00 MATCH LI NE STA 835+00 REVI SI ONS- LOCATI ON- DATE- DC-29 BOX DC-28 PIPE 200 SURVEY NO. FI NI SHED PLANS- McCartney Rd 0 200 400 SCALE (FEET) 1620 225' VC Corr=1.25' SDs=3566' 1560 % 0 5 . 0 1500 VPI 853+ 85.94 El ev= 1551.89 FI NI SHED PLANS- 1520 1580 Corr=0.05' 1540 VPI 836+ 69.83 REVI SI ONS- SDs=259' 1560 -3. 7 5% % 0 7 . 0 % 0 7 . 0 200' VC 1540 El ev= 1560.89 1580 1600 El ev= 1553.54 LOCATI ON- 1600 VPI 839+ 04.86 DATE- 1620 1520 1500 880+00 1480 890+00 McCARTNEY ROAD & ELEVEN MILE ROAD SURVEY NO. 1460 CORRIDOR STUDIES 840+00 850+00 $DATE$ NAME 870+00 860+00 $TIME$ $FILE$ DATE DESIGN SP 01-14 DRAWN SP 01-14 CHECKED ASF 01-14 McCARTNEY RD DWG NO. RD-17 PLAN & PROFILE PLAN STA 835+00 TO STA 891+00 OF DC-27 PIPE DC-22 PIPE 200 0 200 400 SCALE (FEET) VPI 939+ 50.82 DATE- 1660 1640 El ev= 1621.76 1680 I ntersecti on 1680 LOCATI ON- 945+00 DC-21 BOX MAJOR ARTERIAL/MINOR ARTERIAL MATCH LI NE STA 947+00 McCartney Rd PT 945 + 95.85 PC 942+ 49.73 940+00 DC-23 BRIDGE 935+00 DC-24 PIPE 930+00 925+00 915+00 910+00 905+00 900+00 920+00 MATCH LI NE STA 891+00 895+00 DATELOCATI ONREVI SI ONS- DC-25 PIPE SURVEY NO. FI NI SHED PLANS- DC-26 PIPE 1660 1640 200' VC Corr=0.01' 1620 200' VC 1600 Corr=-0.01' 1560 El ev= 1607.50 SDs=21683' 1580 FI NI SHED PLANS- 1620 % 5 7 . 0 1600 VPI 920+ 49.39 REVI SI ONS- SDs=13961' 1580 1560 940+00 1540 McCARTNEY ROAD & ELEVEN MILE ROAD SURVEY NO. 1520 CORRIDOR STUDIES 900+00 910+00 $DATE$ $TIME$ NAME 930+00 920+00 $FILE$ DATE DESIGN SP 01-14 DRAWN SP 01-14 CHECKED ASF 01-14 McCARTNEY RD DWG NO. RD-18 PLAN & PROFILE PLAN STA 891+00 TO STA 947+00 OF MATCH LI NE STA 1003+00 1000+00 995+00 990+00 985+00 980+00 975+00 970+00 965+00 960+00 955+00 PT 956+ 09.85 PC 952 + 49.44 950+0 0 MATCH LI NE STA 947+00 REVI SI ONS- LOCATI ON- DATE- DC-19 PIPE DC-20 BOX 200 SURVEY NO. FI NI SHED PLANS- McCartney Rd 0 200 400 SCALE (FEET) 1740 1720 1720 1700 REVI SI ONS- 1680 El ev= 1662.84 VPI 998+ 18.46 LOCATI ON- DATE- 1740 1660 1700 1680 1660 200' VC % 0 7 . 0 1640 Corr=-0.04' 1640 FI NI SHED PLANS- SDs=7294' 1620 1620 990+00 1600 1000+00 McCARTNEY ROAD & ELEVEN MILE ROAD SURVEY NO. 1580 CORRIDOR STUDIES 950+00 960+00 $DATE$ NAME 980+00 970+00 $TIME$ $FILE$ DATE DESIGN SP 01-14 DRAWN SP 01-14 CHECKED ASF 01-14 McCARTNEY RD DWG NO. RD-19 PLAN & PROFILE PLAN STA 947+00 TO STA 1003+00 OF 1055+00 1050+00 1045+00 1040+00 1035+00 1030+00 1025+00 1020+00 1015+00 1010+00 DC-18 PIPE DC-17 BOX DC-16 PIPE DC-15 PIPE DC-14 PIPE 200 0 MATCH LI NE STA 1059+00 MATCH LI NE STA 1003+00 1005+00 DATELOCATI ONREVI SI ONS- McCartney Rd SURVEY NO. FI NI SHED PLANS- DC-13 BRIDGE 200 400 SCALE (FEET) 1740 1720 1720 200' VC Corr=0.07' 1700 1680 % 5 5 . 0 VPI 1042+ 68.46 REVI SI ONS- 1680 1660 1640 FI NI SHED PLANS- 1700 SDs=2443' 1660 El ev= 1687.31 LOCATI ON- DATE- 1740 1640 1620 1620 1050+00 1600 McCARTNEY ROAD & ELEVEN MILE ROAD SURVEY NO. 1580 CORRIDOR STUDIES 1010+00 1020+00 $DATE$ $TIME$ NAME 1040+00 1030+00 $FILE$ DATE DESIGN SP 01-14 DRAWN SP 01-14 CHECKED ASF 01-14 McCARTNEY RD DWG NO. RD-20 PLAN & PROFILE PLAN STA 1003+00 TO STA 1059+00 OF MATCH LI NE STA 1115+00 1110+00 1105+00 1100+00 1095+00 1090+00 1085+00 1080+00 1075+00 1070+00 1065+00 1060+00 DATELOCATI ONREVI SI ONS- MATCH LI NE STA 1059+00 DC-12 BOX DC-11 PIPE DC-10 BOX 200 SURVEY NO. FI NI SHED PLANS- McCartney Rd 0 200 400 SCALE (FEET) 1800 1780 1780 DATE- 1800 LOCATI ON- 200' VC Corr=0.04' 1760 1760 SDs=4778' FI NI SHED PLANS- REVI SI ONS- 1740 1740 % 5 8 . 0 1720 1720 1700 1700 1680 1680 1110+00 1100+00 1660 McCARTNEY ROAD & ELEVEN MILE ROAD SURVEY NO. 1640 CORRIDOR STUDIES 1060+00 1070+00 NAME 1090+00 1080+00 $DATE$ $TIME$ $FILE$ DATE DESIGN SP 01-14 DRAWN SP 01-14 CHECKED ASF 01-14 McCARTNEY RD DWG NO. RD-21 PLAN & PROFILE PLAN STA 1059+00 TO STA 1115+00 OF 1170+00 MATCH LI NE STA 1171+00 1165+00 1160+00 1155+00 1150+00 1145+00 1140+00 1135+00 1130+00 1125+00 1120+00 MATCH LI NE STA 1115+00 REVI SI ONS- LOCATI ON- DATE- DC-9 PIPE 200 SURVEY NO. FI NI SHED PLANS- McCartney Rd 0 200 400 SCALE (FEET) 1840 1820 1820 LOCATI ON- DATE- 1840 % 0 0 . 1 1800 1800 1780 1780 1760 1760 1740 1740 SDs=4778' 1700 1720 El ev= 1749.36 1720 VPI 1115+ 68.46 FI NI SHED PLANS- REVI SI ONS- 200' VC Corr=0.04' 1160+00 1170+00 McCARTNEY ROAD & ELEVEN MILE ROAD SURVEY NO. 1680 CORRIDOR STUDIES 1120+00 1130+00 $DATE$ NAME 1150+00 1140+00 $TIME$ $FILE$ DATE DESIGN SP 01-14 DRAWN SP 01-14 CHECKED ASF 01-14 McCARTNEY RD DWG NO. RD-22 PLAN & PROFILE PLAN STA 1115+00 TO STA 1171+00 OF MATCH LI NE STA 1227+00 1225+00 1220+00 1215+00 1210+00 1205+00 1200+00 1195+00 1190+00 1185+00 1180+00 MATCH LI NE STA 1171+00 1175+00 DATELOCATI ONREVI SI ONS- McCartney Rd DC-8 PIPE DC-7 PIPE DC-5 PIPE DC-4 PIPE 200 SURVEY NO. FI NI SHED PLANS- DC-6 BOX 0 200 400 SCALE (FEET) 1900 DATE- 1900 200' VC 1880 1880 Corr=0.03' SDs=5476' 1860 1860 % 5 0 . 1 SDs=14113' FI NI SHED PLANS- 1800 VPI 1226+ 68.46 1820 El ev= 1848.36 VPI 1214+ 68.46 REVI SI ONS- 1840 1840 El ev= 1860.96 LOCATI ON- 200' VC Corr=0.01' 1780 1820 1800 1780 1160+00 1760 1170+00 McCARTNEY ROAD & ELEVEN MILE ROAD SURVEY NO. 1740 CORRIDOR STUDIES 1120+00 1130+00 $DATE$ NAME 1150+00 1140+00 $TIME$ $FILE$ DATE DESIGN SP 01-14 DRAWN SP 01-14 CHECKED ASF 01-14 McCARTNEY RD DWG NO. RD-23 PLAN & PROFILE PLAN STA 1171+00 TO STA 1227+00 OF 0 0 + 0 6 12 7+ 5 12 6 .1 4 3 00 5+ 5 12 1250+00 1245+00 T P 1240+00 PC 1249+ 93.45 MATCH LI NE STA 1227+00 1235+00 1230+00 DATELOCATI ONREVI SI ONS- 9 7 R S FI NI SHED PLANS- Z A McCartney Rd DC-1 PIPE DC-2 BOX DC-3 PIPE SURVEY NO. 200 1920 400 VPI 1261+ 15.42 El ev= 1900.00 1920 200' VC SDs=501' % 0 0 2. 1900 % 8 1 . 1 352' VC SDs=5476' Corr=-0.39' SDs=1382' 1860 1860 1840 El ev= 1860.96 1840 1880 El ev= 1897.26 200' VC Corr=0.03' 1800 1940 % 9 2 . 0 1880 1820 1960 Corr=0.43' VPI 1259+ 78.46 REVI SI ONS- 1900 El ev= 1896.38 VPI 1256+ 68.46 DATELOCATI ON- 1940 FI NI SHED PLANS- 200 SCALE (FEET) 1960 SURVEY NO. 0 1270+00 McCARTNEY ROAD & ELEVEN MILE ROAD CORRIDOR STUDIES 1230+00 1240+00 $DATE$ $TIME$ NAME 1260+00 1250+00 $FILE$ DATE DESIGN SP 01-14 DRAWN SP 01-14 CHECKED ASF 01-14 McCARTNEY RD DWG NO. RD-24 PLAN & PROFILE PLAN STA 1227+00 TO AZ SR79 OF 40+00 MATCH LI NE STA 42+00 200 400 0 . 2 5 % % 5 2 . 0 VPI 40+ 00.00 El ev= 1422.50 VPI 30+ 00.00 El ev= 1420.00 VPI 20+ 00.00 El ev= 1422.50 VPI 10+ 00.00 1460 1480 El ev= 1420.00 DATELOCATI ON- 1480 1420 REVI SI ONS- 0 SCALE (FEET) 1440 FI NI SHED PLANS- PI 39+ 59.57 35+00 30+00 25+00 20+00 15+00 PT 13+ 11.46 200 El ev= 1425.00 e l even Mi N El Corner Rd 10+0 0 PC 9 + 77. 81 PT 3 + 22. 15 5+00 430+00 425+00 420+00 DATELOCATI ONREVI SI ONS- POTENTIAL CANAL IMPACT SURVEY NO. FI NI SHED PLANS- McCartney Rd EXISTING POWER LINE IMPACT 1460 1440 % 5 2 . 0 % 5 2 . 0 1420 1400 1400 1380 1380 1360 1360 30+00 40+00 1340 McCARTNEY ROAD & SURVEY NO. ELEVEN MILE ROAD CORRIDOR STUDIES 1320 $DATE$ NAME 20+00 10+00 $TIME$ $FILE$ DATE DESIGN SP 01-14 DRAWN SP 01-14 CHECKED ASF 01-14 McCARTNEY RD - ALT 6 DWG NO. RD-25 PLAN & PROFILE PLAN STA 0+00 TO STA 42+00 OF MATCH LI NE STA 86+00 85+00 80+00 75+00 70+00 65+00 60+00 200 0 200 400 0 . 2 5 % 0 . 2 5 % 1420 El ev= 1420.00 VPI 80+ 00.00 El ev= 1422.50 El ev= 1420.00 VPI 60+ 00.00 VPI 70+ 00.00 1480 El ev= 1422.50 1480 1500 VPI 50+ 00.00 1500 N Sunshi ne Bl vd SCALE (FEET) 1440 REVI SI ONS- 55+00 MAJOR ARTERIAL/MINOR ARTERIAL 1460 FI NI SHED PLANS- 50+00 45+00 McCartney Rd vd ne Bl N Sunshi MATCH LI NE STA 42+00 DATELOCATI ONREVI SI ONSFI NI SHED PLANSSURVEY NO. DATELOCATI ON- POTENTIAL CANAL IMPACT 1460 1440 0 . 2 5 % % 5 2 . 0 % 5 2 . 0 1420 1400 1400 1380 1380 80+00 1360 McCARTNEY ROAD & SURVEY NO. ELEVEN MILE ROAD CORRIDOR STUDIES 1340 50+00 60+00 $DATE$ NAME 70+00 $TIME$ $FILE$ DATE DESIGN SP 01-14 DRAWN SP 01-14 CHECKED ASF 01-14 McCARTNEY RD - ALT 6 DWG NO. RD-26 PLAN & PROFILE PLAN STA 42+00 TO STA 86+00 OF m a Rd N La Pal DC-44 BOX MAJOR ARTERIAL/MINOR ARTERIAL 200 400 El ev= 1423.63 El ev= 1425.00 VPI 111+ 47.27 1480 VPI 100+ 00.00 N La Pal m a Rd 1460 El ev= 1422.50 1480 1460 1440 0 . 1 2 % % 5 2 . 0 REVI SI ONS- 0 SCALE (FEET) VPI 90+ 00.00 LOCATI ON- DATE- SURVEY NO. 200 1440 FI NI SHED PLANS- 570+00 565+00 560+00 555+00 550+00 545+00 110+00 7 71.9 07+ PC 1 00 105+ 6 68.9 104+ PT 100+00 PC 101+ 14.50 95+00 90+00 MATCH LI NE STA 86+00 FI NI SHED PLANS- REVI SI ONS- LOCATI ON- DATE- DC-43 BOX McCartney Rd 1420 1420 1400 1400 1380 1380 1360 1360 1340 1340 McCARTNEY ROAD & SURVEY NO. ELEVEN MILE ROAD CORRIDOR STUDIES 1320 1320 90+00 100+00 $DATE$ NAME 120+00 110+00 $TIME$ $FILE$ DATE DESIGN SP 01-14 DRAWN SP 01-14 CHECKED ASF 01-14 McCARTNEY RD - ALT 6 DWG NO. RD-27 PLAN & PROFILE PLAN STA 86+00 TO STA 112+00 OF MATCH LI NE STA 42+00 40+00 35+00 30+00 25+00 20+00 PI 16+ 43.83 15+00 PT 12+ 19.85 PRC 8+ 91 .00 10+00 5+00 425+00 420+00 DATELOCATI ONREVI SI ONS- EXISTING POWER LINE IMPACT POTENTIAL CANAL IMPACT 200 400 0 . 2 5 % % 5 2 . 0 VPI 40+ 00.00 El ev= 1422.50 VPI 30+ 00.00 El ev= 1420.00 VPI 20+ 00.00 El ev= 1422.50 VPI 10+ 00.00 1460 1480 El ev= 1420.00 DATELOCATI ON- 1480 1420 REVI SI ONS- 200 SCALE (FEET) 1440 FI NI SHED PLANS- 0 El ev= 1425.00 e l even Mi N El Corner Rd EXISTING POWER LINE IMPACT SURVEY NO. FI NI SHED PLANS- McCartney Rd 1460 1440 % 5 2 . 0 % 5 2 . 0 1420 1400 1400 1380 1380 1360 1360 30+00 40+00 1340 McCARTNEY ROAD & SURVEY NO. ELEVEN MILE ROAD CORRIDOR STUDIES 1320 $DATE$ NAME 20+00 10+00 $TIME$ $FILE$ DATE DESIGN SP 01-14 DRAWN SP 01-14 CHECKED ASF 01-14 McCARTNEY RD - ALT 6-1 DWG NO. RD-28 PLAN & PROFILE PLAN STA 0+00 TO STA 42+00 OF MATCH LI NE STA 86+00 85+00 80+00 75+00 70+00 65+00 60+00 200 0 200 400 0 . 2 5 % 0 . 2 5 % 1420 El ev= 1420.00 VPI 80+ 00.00 El ev= 1422.50 El ev= 1420.00 VPI 60+ 00.00 VPI 70+ 00.00 1480 El ev= 1422.50 1480 1500 VPI 50+ 00.00 1500 N Sunshi ne Bl vd SCALE (FEET) 1440 REVI SI ONS- 55+00 MAJOR ARTERIAL/MINOR ARTERIAL 1460 FI NI SHED PLANS- 50+00 45+00 McCartney Rd vd ne Bl N Sunshi MATCH LI NE STA 42+00 DATELOCATI ONREVI SI ONSFI NI SHED PLANSSURVEY NO. DATELOCATI ON- POTENTIAL CANAL IMPACT 1460 1440 0 . 2 5 % % 5 2 . 0 % 5 2 . 0 1420 1400 1400 1380 1380 80+00 1360 McCARTNEY ROAD & SURVEY NO. ELEVEN MILE ROAD CORRIDOR STUDIES 1340 50+00 60+00 $DATE$ NAME 70+00 $TIME$ $FILE$ DATE DESIGN SP 01-14 DRAWN SP 01-14 CHECKED ASF 01-14 McCARTNEY RD - ALT 6-1 DWG NO. RD-29 PLAN & PROFILE PLAN STA 42+00 TO STA 86+00 OF m a Rd N La Pal DC-43 BOX MAJOR ARTERIAL/MINOR ARTERIAL 200 400 0 . 2 5 % El ev= 1423.86 VPI 117+ 95.61 El ev= 1422.50 El ev= 1420.00 VPI 110+ 00.00 1480 VPI 100+ 00.00 N La Pal m a Rd 1460 El ev= 1422.50 1480 1420 REVI SI ONS- 0 SCALE (FEET) VPI 90+ 00.00 LOCATI ON- DATE- SURVEY NO. 200 1440 FI NI SHED PLANS- 570+00 565+00 560+00 555+00 550+00 0 115+0 7 68.6 114+ PRC 110+00 PC 110+ 80.08 105+00 100+00 95+00 90+00 MATCH LI NE STA 86+00 LOCATI ON- DATE- McCartney Rd FI NI SHED PLANS- REVI SI ONS- DC-44 BOX 1460 1440 % 7 1 . 0 % 5 2 . 0 1420 1400 1400 1380 1380 1360 1360 1340 1340 McCARTNEY ROAD & SURVEY NO. ELEVEN MILE ROAD CORRIDOR STUDIES 1320 1320 90+00 100+00 $DATE$ NAME 120+00 110+00 $TIME$ $FILE$ DATE DESIGN SP 01-14 DRAWN SP 01-14 CHECKED ASF 01-14 McCARTNEY RD - ALT 6-1 DWG NO. RD-30 PLAN & PROFILE PLAN STA 86+00 TO STA 118+00 OF City of Coolidge McCartney Road and Eleven Mile Corner Road Planning and Environmental Linkages Transportation Study Appendix D: Eleven Mile Corner Road Alignment Layout 60+00 MATCH LI NE STA 63+00 55+00 50+00 45+00 40+00 35+00 30+00 25+00 20+00 15+00 10+00 DATELOCATI ON- POTENTIAL FARM IMPACT PARKWAY/MAJOR ARTERIAL E Bartl ett Rd FI NI SHED PLANS- McCartney Rd REVI SI ONS- N Eleven Mile Corner Rd PARKWAY/MINOR ARTERIAL POTENTIAL RESIDENCE/FARM IMPACT 400 0 . 37 % 1460 El ev= 1415.05 VPI 60+ 00.00 El ev= 1412.55 VPI 50+ 00.00 El ev= 1415.05 VPI 40+ 00.00 E Bartl ett Rd VPI 30+ 00.00 El ev= 1418.80 % 5 2 . 0 1420 El ev= 1417.55 1480 El ev= 1421.30 1480 VPI 20+ 00.00 1500 1440 REVI SI ONS- 200 1500 1460 FI NI SHED PLANS- 0 SCALE (FEET) VPI 10+ 00.00 LOCATI ON- DATE- SURVEY NO. 200 1440 1420 0 . 2 5 % 0 . 2 5 % % 5 2 . 0 1400 1400 1380 1380 50+00 60+00 1360 McCARTNEY ROAD & SURVEY NO. ELEVEN MILE ROAD CORRIDOR STUDIES 1340 10+00 20+00 $DATE$ NAME 40+00 30+00 $TIME$ $FILE$ DATE DESIGN SP 01-14 DRAWN SP 01-14 CHECKED ASF 01-14 ELEVEN MILE RD DWG NO. RD-31 PLAN & PROFILE PLAN STA 7+00 TO STA 63+00 OF PARKWAY/MINOR ARTERIAL POTENTIAL COMMERCIAL/FARM IMPACT E Marti n Rd EXISTING 30" HIGH PRESSURE NATURAL GAS TRANSMISSION LINE APPROXIMATE LOCATION 200 400 1500 1500 1480 1480 0 . 2 5 % % 5 2 . 0 El ev= 1402.55 VPI 110+ 00.00 0 . 5 0 % El ev= 1405.05 El ev= 1410.05 VPI 100+ 00.00 1460 VPI 90+ 00.00 El ev= 1407.55 VPI 80+ 00.00 1420 El ev= 1410.05 VPI 70+ 00.00 1440 REVI SI ONS- 0 SCALE (FEET) E Marti n Rd LOCATI ON- DATE- SURVEY NO. 200 1460 1440 1420 0 . 5 0 % 0 . 2 5 % 0 . 2 5 % 1400 FI NI SHED PLANS- 115+00 110+00 100+00 95+00 90+00 85+00 80+00 75+00 105+00 MATCH LI NE STA 119+00 MATCH LI NE STA 63+00 65+00 70+00 DATELOCATI ONREVI SI ONSFI NI SHED PLANS- N Eleven Mile Corner Rd 1380 1400 1380 110+00 1360 McCARTNEY ROAD & SURVEY NO. ELEVEN MILE ROAD CORRIDOR STUDIES 1340 NAME 63+00 70+00 80+00 90+00 $DATE$ $TIME$ 100+00 $FILE$ DATE DESIGN SP 01-14 DRAWN SP 01-14 CHECKED ASF 01-14 ELEVEN MILE RD DWG NO. RD-32 PLAN & PROFILE PLAN STA 63+00 TO STA 119+00 OF 170+00 MATCH LI NE STA 175+00 165+00 160+00 155+00 150+00 145+00 140+00 135+00 130+00 125+00 120+00 MATCH LI NE STA 119+00 E Keni l w orth Rd REVI SI ONS- LOCATI ON- DATE- PARKWAY/MINOR ARTERIAL EXISTING POWER LINE IMPACT POTENTIAL RESIDENCE/FARM IMPACT 200 400 1500 1480 1480 0 . 5 0 % 1440 El ev= 1392.55 VPI 170+ 00.00 El ev= 1395.05 VPI 150+ 00.00 El ev= 1400.05 VPI 140+ 00.00 % 5 2 . 0 El ev= 1390.05 0 . 2 5 % 1460 VPI 160+ 00.00 1400 El ev= 1397.55 VPI 130+ 00.00 El ev= 1400.05 1420 VPI 120+ 00.00 1440 REVI SI ONS- 200 1500 1460 1420 1400 0 . 5 0 % FI NI SHED PLANS- 0 SCALE (FEET) E Keni l w orth Rd LOCATI ON- DATE- SURVEY NO. FI NI SHED PLANS- N Eleven Mile Corner Rd % 5 2 . 0 % 5 2 . 0 1380 1380 160+00 170+00 1360 McCARTNEY ROAD & SURVEY NO. ELEVEN MILE ROAD CORRIDOR STUDIES 1340 NAME 120+00 130+00 140+00 150+00 $DATE$ $TIME$ $FILE$ DATE DESIGN SP 01-14 DRAWN SP 01-14 CHECKED ASF 01-14 ELEVEN MILE RD DWG NO. RD-33 PLAN & PROFILE PLAN STA 119+00 TO STA 175+00 OF SURVEY NO. FI NI SHED PLANSREVI SI ONS- 1440 1420 % 5 2 . 0 180+00 1460 0 . 2 5 % 190+00 $DATE$ 1400 200+00 $TIME$ $FILE$ % 5 2 . 0 210+00 NAME DATE- SURVEY NO. REVI SI ONS- PARKWAY/MINOR ARTERIAL E LIN TCH A M DATE- % 5 2 . 0 1360 1340 DESIGN SP 01-14 DATE DRAWN SP 01-14 CHECKED ASF 01-14 200 220+00 +00 230 +00 231 A ST PC 227+ 46.68 225+00 220+00 215+00 210+00 205+00 200+00 195+00 PT 193+ 98.56 W Vah Ki I nn Rd 190+00 PC 188+ 59.50 PT 185+ 98.77 185+00 PC 181+ 20.90 180+00 LOCATI ON- MATCH LI NE STA 175+00 FI NI SHED PLANS- N Eleven Mile Corner Rd ELEVEN MILE RD STA 175+00 TO STA 231+00 El ev= 1405.05 VPI 230+ 00.00 El ev= 1402.55 VPI 220+ 00.00 El ev= 1400.05 VPI 210+ 00.00 El ev= 1397.55 VPI 200+ 00.00 W Vah Ki I nn Rd El ev= 1392.55 VPI 190+ 00.00 El ev= 1395.05 VPI 180+ 00.00 LOCATI ON- POTENTIAL COMMERCIAL/FARM IMPACT EXISTING POWER LINE IMPACT 0 200 1380 400 SCALE (FEET) 1500 1500 1480 1480 1460 1440 1420 % 5 2 . 0 % 0 5 . 0 1400 1380 230+00 McCARTNEY ROAD & CORRIDOR STUDIES ELEVEN MILE ROAD PLAN & PROFILE PLAN DWG NO. RD-34 OF 245+00 240+00 PT 236+ 85.73 0 235+0 .42 07 2+ 23 DATE- AZ SR87 N Eleven Mile Corner Rd POTENTIAL CANAL IMPACT EXISTING POWER LINE IMPACT 200 200 400 0 . 7 5 % 600' VC 1440 Corr=3.56' El ev= 1441.10 VPI 247+ 97.67 1480 AZ SR87 1500 VPI 243+ 99.85 1500 1460 REVI SI ONS- 0 SCALE (FEET) El ev= 1444.18 LOCATI ON- DATE- SURVEY NO. FI NI SHED PLANS- REVI SI ONS- C PR LOCATI ON- +00 231 TA E S LIN TCH MA INTERCHANGE 1480 1460 1440 % 00 5. SDs=536' 1420 1420 300' VC Corr=-2.17' % 5 2 . 0 SDs=336' SURVEY NO. 1360 VPI 236+ 49.85 1380 1400 1380 El ev= 1406.68 FI NI SHED PLANS- 1400 1360 McCARTNEY ROAD & ELEVEN MILE ROAD CORRIDOR STUDIES 1340 1340 NAME 240+00 $DATE$ $TIME$ $FILE$ DATE DESIGN SP 01-14 DRAWN SP 01-14 CHECKED ASF 01-14 ELEVEN MILE RD DWG NO. RD-35 PLAN & PROFILE PLAN STA 231+00 TO AZ SR87 OF 60+00 MATCH LI NE STA 63+00 55+00 50+00 45+00 40+00 35+00 30+00 25+00 20+00 15+00 10+00 DATELOCATI ON- EXISTING POWER LINE IMPACT E Bartl ett Rd FI NI SHED PLANS- McCartney Rd REVI SI ONS- Macrae Rd PARKWAY/MINOR ARTERIAL EXISTING POWER LINE IMPACT EXISTING 30" HIGH PRESSURE NATURAL GAS TRANSMISSION LINE APPROXIMATE LOCATION 200 400 0 . 2 5 % El ev= 1412.24 VPI 50+ 00.00 El ev= 1417.24 VPI 40+ 00.00 % 5 2 . 0 El ev= 1409.74 0 . 2 5 % 1460 VPI 60+ 00.00 1420 El ev= 1417.24 El ev= 1419.74 1440 E Bartl ett Rd 1480 El ev= 1414.74 1480 VPI 30+ 00.00 1500 VPI 20+ 00.00 1500 1460 REVI SI ONS- 0 SCALE (FEET) VPI 10+ 00.00 LOCATI ON- DATE- SURVEY NO. 200 1440 1420 0 . 5 0 % FI NI SHED PLANS- 0 . 2 5 % 1400 1400 1380 1380 50+00 60+00 1360 McCARTNEY ROAD & SURVEY NO. ELEVEN MILE ROAD CORRIDOR STUDIES 1340 10+00 20+00 $DATE$ NAME 40+00 30+00 $TIME$ $FILE$ DATE DESIGN SP 01-14 DRAWN SP 01-14 CHECKED ASF 01-14 MACRAE RD DWG NO. RD-36 PLAN & PROFILE PLAN STA 7+00 TO STA 63+00 OF W Marti n Rd 200 SURVEY NO. 0 200 400 SCALE (FEET) 1500 1500 1480 1480 0 . 2 5 % % 5 2 . 0 0 . 4 5 % El ev= 1400.24 El ev= 1402.74 VPI 100+ 00.00 El ev= 1407.24 VPI 90+ 00.00 1460 VPI 110+ 00.00 0 . 2 5 % El ev= 1404.74 VPI 80+ 00.00 El ev= 1407.24 VPI 70+ 00.00 1420 W Marti n Rd DATELOCATI ON- MATCH LI NE STA 119+00 EXISTING POWER LINE IMPACT PARKWAY/MINOR ARTERIAL 1440 REVI SI ONS- W Val Vi sta Rd POTENTIAL CANAL IMPACT Macrae Rd 1460 0 . 2 5 % 1400 FI NI SHED PLANS- 115+00 110+00 105+00 100+00 95+00 90+00 85+00 80+00 75+00 70+00 65+00 MATCH LI NE STA 63+00 LOCATI ON- DATE- POTENTIAL RESIDENCE/FARM IMPACT FI NI SHED PLANS- REVI SI ONS- EXISTING POWER LINE IMPACT 1440 1420 0 . 2 5 % 1380 1400 1380 110+00 1360 McCARTNEY ROAD & SURVEY NO. ELEVEN MILE ROAD CORRIDOR STUDIES 1340 70+00 80+00 90+00 $DATE$ $TIME$ NAME 100+00 $FILE$ DATE DESIGN SP 01-14 DRAWN SP 01-14 CHECKED ASF 01-14 MACRAE RD DWG NO. RD-37 PLAN & PROFILE PLAN STA 63+00 TO STA 119+00 OF 170+00 MATCH LI NE STA 175+00 W Bechtel Rd 165+00 160+00 155+00 150+00 145+00 140+00 135+00 130+00 125+00 MATCH LI NE STA 119+00 120+00 DATE- PARKWAY/MINOR ARTERIAL W Keni l w orth Rd LOCATI ONREVI SI ONS- Macrae Rd POTENTIAL COMMERCIAL/FARM IMPACT POTENTIAL COMMERCIAL/FARM IMPACT 200 400 1500 1480 1480 0 . 2 5 % 0 . 2 5 % % 5 2 . 0 0 . 2 5 % El ev= 1390.24 1440 El ev= 1392.74 VPI 160+ 00.00 El ev= 1395.24 VPI 150+ 00.00 El ev= 1397.74 VPI 140+ 00.00 1460 VPI 170+ 00.00 1400 El ev= 1395.24 VPI 130+ 00.00 VPI 120+ 00.00 1420 El ev= 1397.74 1440 REVI SI ONS- 200 1500 1460 FI NI SHED PLANS- 0 SCALE (FEET) W Keni l w orth Rd LOCATI ON- DATE- SURVEY NO. FI NI SHED PLANS- EXISTING POWER LINE IMPACT 0 . 2 5 % 1420 1400 0 . 4 5 % 1380 1380 160+00 170+00 1360 McCARTNEY ROAD & SURVEY NO. ELEVEN MILE ROAD CORRIDOR STUDIES 1340 120+00 130+00 140+00 NAME 150+00 $DATE$ $TIME$ $FILE$ DATE DESIGN SP 01-14 DRAWN SP 01-14 CHECKED ASF 01-14 MACRAE RD DWG NO. RD-38 PLAN & PROFILE PLAN STA 119+00 TO STA 175+00 OF S T A L IN E POTENTIAL COMMERCIAL/FARM IMPACT A T C H PARKWAY/MINOR ARTERIAL 2 2 0 + 0 0 W Vah Ki I nn Rd 21 5+ 00 210 +0 0 205+00 200+00 195+00 190+00 185+00 Macrae Rd PC 204+ 74.13 MATCH LI NE STA 175+00 180+00 DATE- 200 400 M 1500 1480 1480 0 . 4 5 % El ev= 1395.74 1440 1420 1400 % 5 2 . 0 % 5 2 . 0 % 5 2 . 0 % 5 2 . 0 El ev= 1393.24 El ev= 1390.74 VPI 210+ 00.00 1460 VPI 200+ 00.00 El ev= 1388.24 VPI 190+ 00.00 El ev= 1385.74 1400 VPI 180+ 00.00 1420 W Vah Ki I nn Rd DATELOCATI ON- 1500 1440 REVI SI ONS- 0 SCALE (FEET) 1460 FI NI SHED PLANS- 200 VPI 220+ 00.00 LOCATI ONREVI SI ONS- POTENTIAL CANAL IMPACT SURVEY NO. FI NI SHED PLANS- EXISTING POWER LINE IMPACT 1380 1380 220+00 1360 McCARTNEY ROAD & SURVEY NO. ELEVEN MILE ROAD CORRIDOR STUDIES 1340 180+00 190+00 200+00 $DATE$ NAME 210+00 $TIME$ $FILE$ DATE DESIGN SP 01-14 DRAWN SP 01-14 CHECKED ASF 01-14 MACRAE RD DWG NO. RD-39 PLAN & PROFILE PLAN STA 175+00 TO STA 220+00 OF 00 250+ 00 245+ 00 240+ 8.29 40+ 4 PT 2 235+00 23 0+ 00 2 2 5 + 0 0 70 .1 5 2 2 2 + P R C M S AT T A CH 22 L 0 INE + 0 0 DATELOCATI ONREVI SI ONS- INTERCHANGE R87 AZ S Mac rae Rd FI NI SHED PLANS- POTENTIAL CANAL IMPACT SDs=536' El ev= 1436.79 VPI 251+ 98.75 1460 1440 % 00 5. 1420 300' VC Corr=-2.17' % 5 2 . 0 SDs=336' VPI 240+ 50.93 % 0 4 . 0 1380 1360 1400 1380 El ev= 1402.37 1400 El ev= 1399.74 VPI 230+ 00.00 El ev= 1395.74 1420 VPI 220+ 00.00 REVI SI ONS- 400 1480 0 . 7 5 % 600' VC Corr=3.56' AZ SR87 1480 1440 FI NI SHED PLANS- 200 1500 El ev= 1439.87 1500 1460 SURVEY NO. 0 SCALE (FEET) VPI 248+ 00.93 LOCATI ON- DATE- SURVEY NO. 200 McCARTNEY ROAD & ELEVEN MILE ROAD CORRIDOR STUDIES 1340 220+00 230+00 NAME 240+00 $DATE$ $TIME$ $FILE$ DATE DESIGN SP 01-14 DRAWN SP 01-14 CHECKED ASF 01-14 MACRAE RD DWG NO. RD-40 PLAN & PROFILE PLAN STA 220+00 TO AZ SR87 OF