sr 77/oracle road multimodal corridor profile study final report - Pima ...

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Previous Archaeological Surveys within Project Area. ASM Project Number Institute Performing Survey Reason for Performing Survey Size Sites Identified IOs Identified Reference 00-163 Professional Archaeological Services and Technologies Development clearance 440 acre 2 3 Stephen 2000b 00-173 Lone Mountain Archaeological Services Land development clearance 9.49 acres 0 0 Watson 2000 00-224 Old Pueblo Archaeological Center Clearance 0.90 acre 0 0 Jones 2000f 00-284 Desert Archaeology, Inc. Water main component 5 miles of 30 replacement ft 0 0 Diehl 2000 00-352 Lone Mountain Archaeological 1.7 miles by Road Services, Inc. 180 ft 0 2 Knoblock 2000 00-358 Old Pueblo Archaeological Center Development clearance 6 acres 0 0 Jones 2000g 00-604 Tierra Archaeological and Environmental Consulting Development, residential housing 16.5 acres 0 2 Hayes 2000b 00-630 Old Pueblo Archaeological Center Turbine construction Excavation N/A N/A Jones 2000h 00-640 Arizona State Parks Trail 5.8 miles by 50 ft 0 0 Johnson 2001 00-700 Tierra Right of Way Property development clearance 1.67 acres 0 0 Hayes and Klune 2001a 00-723 Kearns, Lennon, Western Cultural Resource 307.1-mile Fiber optic line 8 15 Jones, and Mehls Management by 16.5-40 ft 2001 01-17 Old Pueblo Archaeological Center Cell Tower 0.05 acre 0 0 Kaldahl 2001 01-38 Tierra Right of Way Assessment state park 1.32 miles by 15 ft 01-93 Tierra Right of Way Development clearance No data 0 0 0 1 Hayes 2001 Hayes and Klune 2001b 01-154 No data No data 2.5 acres 0 0 Kaldahl 2001 01-227 SWCA Environmental Consultants Road widening and improvements clearance 2 miles by 150 ft 0 1 Tucker 2001 01-244 Desert Archaeology, Inc. Traffic signal installation 0.5 acre 0 0 Diehl 2001b 01-250 Desert Archaeology, Inc. Cable .6 acres 0 1 Diehl 2001c 01-295 Old Pueblo Archaeological Center Buried cable clearance 5,167 ft and 30 ft 0 0 Jones and Dart 2001a 01-388 Archaeological Research Services, Inc. Cell Tower 0.12 acres 0 0 Goldstein 2001 01-396 Old Pueblo Archaeological Center Development clearance 49.94 acres 0 1 Jones and Dart 2001b
Previous Archaeological Surveys within Project Area. ASM Project Number Institute Performing Survey Reason for Performing Survey Size Sites Identified IOs Identified 01-397 Old Pueblo Archaeological Center Development clearance 2.55 acres 0 1 Reference Jones and Dart 2001c 01-404 Desert Archaeology, Inc. Property sale 1.67 acres 0 0 Brack 2001 01-700 SWCA Environmental Consultants Road widening clearance 22.2 miles by 150 ft 0 2 Plummer 2001
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& InAsociationwith: Lima&Asociates
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TABLE OF CONTENTS Page 1. INTRODUCT
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TABLE OF CONTENTS (Continued) Page
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TABLE OF CONTENTS (Continued) Page
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7. INVESTMENT OPTIONS 7-1 7.1 SUMMA
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LIST OF EXHIBITS Page Exhibit 1-1 S
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LIST OF EXHIBITS (Continued) Page E
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LIST OF EXHIBITS (Continued) Page E
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1. INTRODUCTION 1.1 PROJECT BACKGRO
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1.3.2 Objectives The primary object
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2. STUDIES, CONTACTS AND ISSUES Thi
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Exhibit 2-1 LIST OF STUDY DOCUMENTS
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2.1.6 Final Project Assessment, SR
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Intersection Spacing, Location, and
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lane and the northbound acceleratio
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amended Regional Transportation Pla
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• Park-and-Ride Lots with bike lo
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2.5 TOWN OF ORO VALLEY PLANNING DOC
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• A Feasibility Study was complet
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Recommendations for the Calle Conco
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• A near term transit development
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• The Miracle Mile to Fort Lowell
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unmarked crosswalks. Quarter mile p
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2.8.6 Pinal County Issues raised at
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enough shoulders, and feasibility f
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Exhibit 3-2 FUTURE POPULATION PROJE
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La Cholla Blvd La Canada Dr Exhibit
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La Cholla Blvd La Canada Dr Exhibit
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Exhibit 3-8 AGE, DISABLED, AND LOW-
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4. PHYSICAL AND NATURAL ENVIRONMENT
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Biotic Community Arizona Upland Son
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Exhibit 4-4 ARIZONA GAME AND FISH D
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The statutory goal of the Tucson AM
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Exhibit 4-6 DRAINAGES AND RIPARIAN
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Exhibit 4-6 DRAINAGE AND RIPARIAN A
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United States.” The phrase “wat
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vehicle miles traveled (VMT). On Ap
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An archaeological survey is recomme
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Exhibit 4-9 PUBLIC SCHOOLS WITHIN T
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5. EXISTING TRANSPORTATION FACILITI
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Exhibit 5-2 CROSS SECTION GEOMETRY
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Exhibit 5-4 TYPICAL RIGHT-OF-WAY WI
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Exhibit 5-5 PAVEMENT TYPE ON SR 77
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Structure Number Structure Name 236
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(Watershed 1 - Watershed 5, excludi
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FEMA Flood Insurance Study Exhibit
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Thornydale Rd Shannon Dr La Canada
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Exhibit 5-13 YEAR 1992, 2002 AND FO
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Exhibit 5-15 YEAR 2002 LEVELS OF CO
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except for the first segment listed
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• In general, as the number of ac
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Exhibit 5-20 SUN TRAN LEVEL OF SERV
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5.3 INTERMODAL FACILITIES The exten
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Exhibit 5-22 LOCATIONS OF SIDEWALKS
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5.6 ITS FACILITIES 5.6.1 Traffic Si
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Exhibit 5-25 SR 77/ORACLE ROAD ALRE
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Exhibit 5-26 CORRIDOR NORTH/SOUTH A
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Exhibit 5-27 CORRIDOR EAST/WEST ROA
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East/West Capacity Projects Signifi
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Exhibit 5-30 PLANNED AND PROGRAMMED
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The existing and forecast levels of
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Exhibit 6-3 CORRIDOR CONGESTION DEF
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Thornydale Rd La Canada Dr Wells Rd
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The realignment alternative selecte
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Exhibit 6-7 SEGMENTS FOR POSSIBLE L
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Exhibit 6-10 LOCATION OF LEVEL 1 AN
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• A need exists for a grade-separ
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In addition, key stakeholders ident
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6.4.1 Open House Comments on Pedest
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Project Assessment Begin MP End MP
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Exhibit 6-16 ITS DEFICIENCIES SR 77
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Exhibit 6-17 DEFICIENCIES BY SEGMEN
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From MP 79.1 78.5 Pusch View Lane t
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provide little congestion relief al
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Exhibit 7-2 SUMMARY OF ROADWAY CAPA
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Exhibit 7-3 PORTION OF THE SR 77 CO
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7. The assumption of an eight-lane
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The fringe urban section might incl
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area of this segment, from Rancho V
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Exhibit 7-6 SUMMARY OF POTENTIALLY
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Exhibit 7-7 SEGMENTS FOR POSSIBLE L
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The proposed recommendations for bi
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Exhibit 7-9 CONSOLIDATION OF WORKSH
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Exhibit 7-11 BRIDGES WITH SUFFICIEN
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Exhibit 7-12 ITS IMPROVEMENTS SR 77
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Segment I-10 to Oracle Road 1.4 Urb
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8. OPPORTUNITIES AND CONSTRAINTS Th
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Exhibit 8-2 GENERAL OPPORTUNITIES O
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The impacts to existing businesses,
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Exhibit 8-5 PYGMY OWL SURVEY ZONES
Page 191 and 192: equire special consideration. In ad
Page 193 and 194: 8.3.7 Pusch Ridge Wilderness Area T
Page 195: alternative would be a new bridge o
Page 198 and 199: The capacity and level of service a
Page 200 and 201: Exhibit 9-1 LIST OF PROPOSED PROJEC
Page 202 and 203: Number Milepost Location SR 77 Defi
Page 204 and 205: Exhibit 9-2 COST ESTIMATES FOR CONS
Page 207 and 208: 10. PUBLIC INVOLVEMENT The public i
Page 209 and 210: Exhibit 10-2 OVERVIEW OF SURVEY RES
Page 211 and 212: Exhibit 10-3 OVERVIEW OF SURVEY RES
Page 213 and 214: Exhibit 10-4 ANALYSIS OF FIRST TRAN
Page 215 and 216: Prior to the tour, the project team
Page 217 and 218: There was a question about whether
Page 219 and 220: Exhibit 10-5 PUBLIC COMMENTS SUBMIT
Page 221 and 222: Exhibit 10-7 PUBLIC COMMENTS SUBMIT
Page 223 and 224: Exhibit 10-8 (Continued) COMMENTS F
Page 225 and 226: Exhibit 10-9 (continued) COMMENTS P
Page 227: APPENDIX A Properties Listed on the
Page 230 and 231: NRHP Properties within the Study Ar
Page 233 and 234: Previous Archaeological Surveys wit
Page 241: Previous Archaeological Surveys wit
Page 245 and 246: Brew, Susan A. 1979 Letter Report t
Page 247 and 248: 2001d Cultural Resources Survey of
Page 249 and 250: Goldstein, Beau J. 2001 A Cultural
Page 251 and 252: 1998e A Cultural Resource Inventory
Page 253 and 254: 2001c Cultural Resources Survey of
Page 255 and 256: 1986a Letter Report to the State La
Page 257 and 258: Roth, Barbara J. 1993 Letter Report
Page 259 and 260: 1996a Coronado Ridge Right of Way (
Page 261 and 262: 1980b Clearinghouse Report No. 80-8
Page 263: 1996 Cultural Resource Survey of Mi
Page 269: APPENDIX D Corridor Crash Character
Page 272 and 273: SIGNALIZED INTERSECTION NUMBER OF C
Page 274 and 275: Mile Post SIGNALIZED INTERSECTION C
Page 276 and 277: ROADWAY SEGMENT NUMBER OF CRASHES B
Page 278 and 279: Beginning Mile Post Roadway Segment
Page 280 and 281: ACCESS RELATED CRASH ANALYSIS SOUTH
Page 282 and 283: 180 160 140 120 100 80 60 40 20 0 S
Page 284 and 285: ACCESS RELATED CRASH ANALYSIS THREE
Page 286 and 287: 2.15 2.42 3.88 4.80 5.20 5.63 5.88
Page 289: NIGHT/DAY CRASH AND ROADWAY LIGHTIN
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