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IP191402
I Town of Oro Valley Development and Infrastructure Services March 30, 2016 Kevin Hall, P.E. Cypress Civil Development 2102 North Country Club Road, Suite #9 Tucson, AZ 85716 RE: IP1914-02, Acceptance Letter for Linda Vista Boulevard Off -Site improvements plans for El Corredor The Town of Oro Valley Permitting Division has completed review of the Linda Vista Boulevard Off -Site Improvement Plans for El Corredor. The proposed improvements within the Town's right-of-way have been accepted and the Town Engineer has signed the cover sheet. In accordance with the ORO VALLEY ZONING CODE (OVZC): SEC. 26.3, the technical accuracy and conformance to the current minimum design standards and requirements of the TOWN OF ORO VALLEY, and other applicable standards are the responsibility of the design engineer. A Right -of -Way Permit is required for this project. Please contact Mike Valencic (Engineering Division) at (520)229-4869 for more information and to determine remaining items needed for issuance of the permit such as traffic control plan and assurance requirements. Any proposed revision or modification to this accepted plan shall be submitted to the Town for review and approval prior to such revision/modification being made in the field. As -built record maps of final roadway construction shall be submitted to the Development and Infrastructure Services Department for review and acceptance prior to the request for final site inspection. Please provide Oro Valley with five complete bonds sets of the Off -Site Improvement Plans and a complete PDF copy on disk. Prior to final submittal of the bond sets to the Town, please incorporate a "Do Not Block Intersection" sign within the signing and striping plan (Sheet 7) for Linda Vista Boulevard at the commercial driveway. If you have any questions, please call me at (520)228-4808. Thank you. Sincerely, David Laws, P.E. Permitting Manager Attachment: Signed Mylar Plan Set CC: Mike Valencic, Ross Rulney, File Oro Valley, it's in our nature. 11000 N. La Canada Drive, Oro Valley, Arizona 85737 www.orovalleyaz.gov I phone: (520) 229-4800 1 fax: (520) 742-1022 OPQ�P�t_EY 0 i� A'OUNDED 19IA Development and Infrastructure Services July 22, 2015 Kevin Hall, P.E. Cypress Civil Development 2102 North Country Club Road, Suite #9 Tucson, AZ 85716 RE: IP1914-02, Off -Site Improvement Plan for Linda Vista Boulevard at El Corredor, 3rd Submittal Dear Kevin, We have completed the third review of the Off -Site Improvement Plans for Linda Vista Boulevard at El Corredor. The plans cannot be approved until outstanding comments on the TIA related to Kneaders and additional commercial traffic at the intersection of Linda Vista Blvd and Oracle Road are addressed. You may contact me at (520)229-4824 if you have any questions. SAnreI Josh Potter, E. Senior Civil Engineer Attachment: Redlined Improvement Plans, CC: File eng-ip-03-2015062=1 T'Plgi�-o2 ------- ------- kd�r�s 061301� O' y FD�/NDED 19�a Development and Infrastructure Services November 5, 2013 Michael Mathieu, P.E. Mathieu Engineering Corp 5960 E 2nd St Tucson, AZ 85711 RE: OV1213-14, Traffic Impact Analysis Report for El Corredor, 2nd Submittal Dear Mick, We have completed the second review of the Traffic Impact Analysis Report for El Corredor. The Town of Oro Valley has conditionally approved the TIA with the following stipulations: 1. The report with associated recommendations have been reviewed and accepted by the Town of Oro Valley for the residential Phase 1 (Study Horizon Year 2014) component only. 2. The report with associated recommendations have been reviewed and are not accepted by the Town of Oro Valley for the commercial Phase 2 (Study Horizon Year 2016) component. Prior to the commencement of Phase 2, an addendum will be required that addresses the following: ■ The report identifies a poor level of service (LOS E) for several of the Linda Vista Boulevard approaches at the Oracle Road intersection. The auxiliary lane recommendations do not provide clear implementation of the 255 feet of storage for westbound left -turns on Linda Vista Boulevard at Oracle Road, and concurrent accommodation of eastbound left -turns at Driveway 2. Accordingly, Linda Vista Boulevard will require improvements on both the east and west legs to accommodate future development generated traffic at an acceptable level of service. The addendum shall identify the length of the designated westbound left -turn lane at Linda Vista Boulevard and Oracle Road. Furthermore, the length of the TWLTL and taper required to add the lane shall be identified. The addendum shall identify improvements that properly align the intersection geometry of Linda Vista Boulevard at Oracle Road and allow for the elimination of the split phasing of the traffic signal. The report shall identify the impacts of the new phasing on level of service and auxiliary lane recommendations. The report shall identify the required Phase 2 improvements to the west side of the Linda Vista Boulevard intersection with Oracle Road; including, but not limited to, installation of a dedicated left -turn lane. The report shall identify the storage length and taper required to accommodate the additional lane. eng-tia-02.20131203 ■ The report shall identify acceptance by ADOT for any changes to signal phasing and/or timing at the intersection of Linda Vista Boulevard and Oracle Road prior to making conclusions and/or recommendations based on these changes. 3. Please be aware that dedicated right-of-way on the eastside of the Oracle Road intersection may be required depending on the final geometric layout of Linda Vista Boulevard as determined during the Phase 2 design. You may contact me at (520)229-4808 if you have any questions. Thank you. Sincerely, David Laws, P.E. Permitting Manager CC: Ross Rulney Scott Beck (ADOT Southern Regional Traffic Engineer) Kevin Hall (Cypress Engineering) File eng-g-01-20130924 Oro Valley Subdivision Street Standards and Policies Manual GENERAL ITEMS ❑ 1. A legible P.E. stamp and registered engineer's signature must be provided on each sheet. ❑ 2. All sheets must be numbered. ❑ 3. All necessary details must be included on the plans. ❑ 4. The lettering must be appropriately sized (minimum 0.125 except for reference data at 0.10 min.) ❑ 5. The plans must adhere to the Oro Valley Subdivision Street Standards. ❑ 6. The plans must be in compliance with the Town of Oro Valley Grading Ordinance. ❑ 7. Each sheet must include the scale, contour interval and north arrow, where applicable. Every effort should be made to have north oriented to the top of the sheet; however, if the north arrow shall point downward, prior staff approval will be necessary. In the case of multiple sheets, the north orientation shall be the same on all sheets. ❑ 8. All items not to scale must be labeled "NTS". ❑ 9. All off -site easements must be recorded prior to improvement plan approval. ❑ 10. A copy of the Arizona Department of Environmental Quality's (ADEQ) N.O.I. for projects 1 acre or greater, and Stormwater Pollution Prevention Plan for projects of any size, must be provided prior to the issuance of a grading permit. ❑ 11. The following documents must be approved and on file with the Town of Oro Valley: ❑ a. Archeological Clearance ❑ b. Hydrology Report (Rip -rap sizing calculations will be provided.) ❑ c. Salvage Plan and Landscape Plan ❑ d. Geotechnical Report (including pavement design report). If the pavement design is revised during construction, an as -built pavement section shall be provided to be included with the approved plans. DETAIL SHEETS ❑ 12. All necessary cross -sections must be shown (roadway and drainage). ❑ a. Roadway cross -sections must correspond to the preliminary plat. ❑ b. Drainage cross -sections must correspond to the approved Hydrology Report. Hydraulic data shall be provided with each section. (Q100, Depth, Slope and Velocity.) ❑ 13. All details must be correctly referenced. a. From sheet to sheet. b. From accepted/adopted standard literature. ❑ 14, The pavement design and slope treatment must correspond to the soils report. If these items were not included in the approved soils report, they must be submitted at this time. A note shall be provided stating slope stabilization and slope treatment requirements. ❑ 15. Typical lot drainage plan or spot elevations and flow arrows indicating lot drainage on each lot will be provided except in the case of custom lot grading. Page 65 of 104 Oro Valley Subdivision Street Standards and Policies Manual COVER SHEET El 16. Project Title must be centered at the top and contain: ",a. Project name b. Number of lots (if applicable) - c. Phasing (if applicable) - d. Public or Private streets e. Oro Valley case number f Type of Plan(s) (ie. Grading, paving, sewer, etc.) 17. Symbol Legend must be provided. ❑ 18. Sheet Index which lists each sheet content must be provided; for example: Sheet Index Cover Sheet ............. I Grading Plan ...........2 Water Plan ..............3 19. Location Map must be provided in the upper right-hand corner and must include: a. Area showing, "This Project" b. Scale (3"=1 mile) and north arrow c. Brief legal description ❑ 20. Engineer Identification must include: a. Company Name b. Address c. Telephone Number El 21. Developer/Owner Identification must include: a. Name - b. Address c. Telephone Number ❑ 22. General Notes must be provided when necessary. ❑ 23. Oro Valley Grading Notes and Paving Notes (attached) must be provided. Any deviation from these notes shall require the approval of the Oro Valley Public Works Department. 0 ,Z4. Project Overview Plan shall be provided and must contain: \\ a. Scale (no smaller than 1 "=4001) b. Street names \ c. Phase lines d. Lot numbers e. Sheet index 5. Vertical and horizontal bench dat un must be provided. 26. Acceptance block/date must be provided for: a. Town of Oro Valley b. P.C.W.W.M. c. Others as needed El 27. Design Certification Statement, if Design Certification, must be shown and executed. Page 66 of 104 Oro Valley Subdivision Street Standards and Policies Manual 1 28. List of all PC/COT Details being referenced must be provided (include modification notes where applicable). f.l 29. Excavation quantities must be provided. (May be noted as approximate.) PLAN AND PROFILE SHEETS (PAVING OR GRADING) PAVING PLANS ❑ 30. All uncurbed returns must have concrete headers. 31. Uncurbed returns must have a minimum 40-foot radius. Curbed returns must have a minimum 25-foot radius. Radii shall be noted at all locations. ❑ 32. Cul-de-sacs must meet or exceed minimum radius requirements per the Oro Valley Subdivision Street Standards. ❑ 33. The maximum grade break allowed without a vertical curve shall be 1.00%. ❑ 34. The turning radius must meet the minimum requirements for the design vehicle as approved on the preliminary plat or development plan. ❑ 35. "Trim, tack and join to existing pavement" shall be provided where applicable. 36. Centerline bearings, distances and curve data must be provided. 11 37. Survey monuments must be provided: a At all P. C.'s and P.T.'s b. Cul-de-sac radius points (RP. of eyebrow, if a non -conforming design) c. Intersections of all public streets ❑ 38. Handrails must be shown for all necessary areas. 11 39. All centerline grades must be shown in profile. ❑ 40. All vertical curve data must be shown. ❑ 41. Existing ground shall be shown in profile. 42. All points of change must be shown by station and elevation in plan and profile. 11 43. Vertical curves must meet Town standards. ❑ 44. "Tick marks" must be provided at 100-foot stations for road centerlines. ❑ 45. Warp sections shall be shown in profile. ❑ 46. Superelevation sections shall be shown in profile with elevations at gutter (left or right) given at all transition points, high points, low points and points relative to a centerline vertical curve, when applicable. GRADING PLANS ❑ 47. Detention/retention information must be addressed: a Volume b. WSEL ❑ 48. Detention/retention barrier must be provided per PCDOT/FCD Stormwater Detention/Retention Manual requirements. ❑ 49. Filter fabric should be placed under all hand placed and dumped rip -rap. ❑ 50. Plans must conform with the Grading Ordinance and/or HDZ ❑ a. Cut and fill slopes and heights must conform 1. Slope ratio (for proper mitigation) ❑ b. All grading limits must be shown. Page 67 of 104 r Oro Valley Subdivision Street Standards and Policies Manual El c. Finish grades on all pads must be shown. d. F.F.E. of all buildings on flood prone lots must be provided. ❑ e. For all sites greater than five acres, 100 feet of additional topography outside the grading limits will be provided. ❑ 51. Sight visibility triangles will be shown and the area within the sight visibility triangle shall be free of obstructions. 13- 52. All culverts must show: ❑ a. Invert elevations ❑ b. Size and type ❑ c. Length and skew ❑ 53. Profiles of culvert crossings when being constructed with the grading, shall be provided. ❑ 54. Culvert crossings shall be shown on road profiles (relative to street centerline). ❑ 55. Post -development 100-year floodplain limits must be provided. Developed WSEL sections shall be shown. ❑ 56. Post -development concentration points shall be shown and developed Q 100 drainage data shall be provided for each point. 57. Existing contours, and proposed contours when applicable, shall be identified at frequent intervals. Topography shall be accurate and legible. ❑ 58. A table of minimum F.F.E. for flood prone lots shall be provided. Minimum F.F.E. shall be WSE + 1 foot. BOTH PAVING AND GRADING PLANS ❑ 59. All adjacent offsite parcels must be referenced. a.Show proposed lot lines, subdivision name and current zoning or, b.Identify as unsubdivided and provide current zoning. ❑ 60. If flow is other than continuous at left and right gutter, flow arrows shall be shown and water must flow as directed by plan. ❑ 61. 100-year Q's must be noted at: a. All dip crossings b. All culverts ❑ 62. Longitudinal grades and cross slopes must be verified: ❑ a. They must be correctly plotted. ❑ b. They must be calculated correctly. ❑ c. Grade break points, high points, low points, and the corresponding elevations will be shown. ❑ 63. The minimum centerline and flowlime at gutter longitudinal slopes shall be 0.5%, or as approved by Town Engineer. ❑ 64. "Begin" and "End Project" shall be noted where necessary. ❑ 65. Lot access locations as approved or designated on the preliminary plat or development plan must be shown. Page 68 of 104 Oro Valley Subdivision Street Standards and Policies Manual APPENDIX D: GENERAL GRADING NOTES 1. ALL MATERIALS AND WORKMANSHIP ARE TO BE IN ACCORDANCE WITH PIMA COUNTY/CITY OF TUCSON STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS (PC/COT SSPI), EDITION OF 2003, EXCEPT AS MODIFIED HEREBY. 2. ALL CONSTRUCTION AND TESTING METHODS SHALL BE IN CONFORMANCE WITH PC/COT SSPI, EDITION OF 2003, EXCEPT AS MODIFIED HEREBY. 3. ALL WORK SHALL BE IN CONFORMANCE TO GRADING STANDARDS, CHAPTER 15 OF THE ORO VALLEY ZONING CODE REVISED. 4. EXCAVATION AND BACKFILL FOR STRUCTURES SHALL CONFORM TO PC/COT SSPI, SECTION 203-5. 5. ALL CONCRETE SHALL CONFORM TO PC/COT SSPI, SECTION 1006, CLASS S, 3,000-PSI COMPRESSIVE STRENGTH AT 28 DAYS, UNLESS OTHERWISE SPECIFIED. 6. A STAMPED SET OF APPROVED PLANS SHALL BE KEPT IN AN EASILY ACCESSIBLE LOCATION ON THE JOB SITE AT ALL TIMES OR DURING CONSTRUCTION. 7. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION REGULATIONS. S. CONTRACTOR SHALL CALL BLUE STAKE (1-800-782-5348) TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONINIENCEMENT OF CONSTRUCTION. 9. CONTRACTORS SHALL OBTAN ALL PERMITS REQUIRED BY GOVERNMENTAL AGENCIES. 10. UPON COMMENCEMENT OF WORK, TRAFFIC CONTROL DEVICES SHALL BE POSTED AND MAINTAINED BY THE CONTRACTOR UNTIL SUCH TIME AS THE WORK IS COMPLETED. ALL WARNING SIGNS, BARRICADES, ETC., SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES ADOPTED BY THE STATE OF ARIZONA PURSUANT TO A.R.S 28-650. 11. IF UNANTICIPATED CONDITIONS ARE ENCOUNTERED DURING THE COURSE OF CONSTRUCTION AND ARE BEYOND THE SCOPE OF THE DESIGN, THE ENGINEER SHALL SUBMIT THE NECESSARY REVISED OR SUPPLEMENTAL MIPROVENIENT PLANS FOR REVIEW AND APPROVAL BY THE TOWN OF ORO VALLEY PRIOR TO SUCH ItEVISONS/CI-IANGES BEING MADE IN THE FIELD. Page 70 of 104 Aft Oro Valley Subdivision Street Standards and Policies Manual 12. ALL STATIONING SHOWN ON PLAN AND PROFILE ARE ALONG CONSTRUCTION CENTERLINE UNLESS OTHERWISE NOTED. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CARE AND MAINTENANCE OF EXISTING IMPROVEMENTS AND VEGETATION IN THE WORK AREA. PAVEMENT, CURBS, CART PATHS AND ANY OTHER OBSTRUCTIONS DAMAGED DURING CONSTRUCTION ARE TO BE REPLACED BY THE CONTRACTOR. ANY UNDERGROUND PIPES, IRRIGATION LINES, IRRIGATION CONTROLS, DRAINS, STRUCTURES, OR OBSTRUCTIONS NOT SHOWN ON THESE PLANS SHALL BE MOVED, ALTERED, OR REPAIRED BY THE CONTRACTOR WHEN ENCOUNTERED, AS DIRECTED BY THE ENGINEER, AND IS A DEFINITE PART OF THIS PROJECT. 14. ACCEPTANCE OF THESE PLANS DOES NOT CONSTITUTE OR IMPLY ACCEPTANCE OF ANY OF THE FOLLOWING: a) WALL(S), RETAINING OR OTHER TYPE(S). b) ANY REINFORCED CONCRETE STRUCTURE(S). c) ANY EMBANKMENT(S) WHOSE PRIMARY PURPOSE IS TO FUNCTION AS A RETENTION/DETENTION STRUCTURE. THE ITEMS LISTED ABOVE ARE APPROVED FOR LOCATION ONLY. SEPARATE PLAN CHECKS AND PERMITS ARE REQUIRED, ALL IN ACCORDANCE WITH THE APPLICABLE CODES OF THE TOWN OF ORO VALLEY. 15. THE CONTRACTOR SHALL GIVE FORTY-EIGHT (48) HOURS NOTICE WHEN HE SHALL REQUIRE THE SERVICES OF THE ENGINEER OR ANY OTHER PERSON PROPERLY AUTHORIZED FOR SUCH PURPOSE FOR LAYING OUT ANY PORTION OF THE WORK. HE SHALL ALSO DIG ALL STAKE HOLES NECESSARY TO GIVE LINE AND LEVELS AND SHALL PROVIDE ASSISTANCE CALLED FOR BY THE ENGINEER OR HIS ASSISTANTS UPON ANY PART OF THE WORK WHENEVER SO REQUESTED, AND SHALL PRESERVE ALL STAKES SET FOR THE LINES, LEVELS OR MEASUREMENTS OF THE WORK IN THEIR PROPER PLACES UNTIL AUTHORIZED TO REMOVE THEM BY THE ENGINEERS. ANY EXPENSE INCURRED IN REPLACING ANY STAKES WHICH THE CONTRACTOR OR HIS SUBORDINATES MAY HAVE FAILED TO PRESERVE SHALL BE CHARGED TO THE CONTRACTOR. 16.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FURNISH, HAUL AND APPLY ALL WATER REQUIRED FOR COMPACTION AND FOR THE CONTROL OF DUST FROM CONSTRUCTION ACTIVITY. THE COST THEREOF IS TO BE INCLUDED IN THE GRADING CONSTRUCTION PRICE. Page 71 of 104 Oro Valley Subdivision Street Standards and Policies Manual 17. IT SHALL BE THE CONTRACTOR'S REPSPONSIBILITY TO FULLY COMPLY WITH ADEQ STORMWATER DISCHARGE PERMIT IN ACCORDANCE WITH THE REPORT AND POLLUTION PLANS PREPARED BY THE ENGINEER. THE COST THEREOF TO BE INCLUDED IN THE GRADING CONSTRUCTION PRICE. 18. BUILDING SITES SHALL BE CONSTRUCTED TO WITHIN 0.10 FOOT OF FINISH BUILDING PAD ELEVATIONS AS STAKED BY THE ENGINEER. STREETS AND PARKING AREAS SHALL BE CONSTRUCTED TO WITHING +0.10 FEET OF FINISH SUBGRADE AS STAKED BY THE ENGINEER. 19. A REPORT OF SOILS INVESTIGATIONS, INCLUDING RECOMMENDATIONS FOR GRADING PROCEDURES HAS BEEN PREPARED BY DATED JOB NO. FOR THIS PROJECT. EARTHWORK SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED IN SAID REPORT AND ANY AMENDNIENTS MADE THERETO. 20. THE SOILS ENGINEER SHALL OBSERVE, INSPECT AND TEST ALL CONSTRUCTION OPERATIONS, INCLUDING BUT NOT LIMITED TO: CLEARING, GRUBBING, SUBGRADE PREPARATION, STRUCTURAL, TRENCH EXCAVATION AND BACKFILL, MATERIAL TESTING, TOGETHER WITH PLACEMENT OF FILL. SAID ENGINEER SHALL CERTIFY IN WRITING, THAT ALL SOILS OPERATIONS AND MATERIALS USED FOR THIS DEVELOPMENT WERE PERFORNIED IN ACCORDANCE WITH THE RECOMMENDATIONS AS SET FORTH IN THE GEOTECHNICAL INVESTIGATION OF RECORD AND ARE IN CONFORMANCE WITH THE ACCEPTED PLANS AND SPECIFICATIONS. CERTIFICATION, IN WRITING, IS TO BE RECEIVED BY THE TOWN OF ORO VALLEY PRIOR TO THE REQUEST FOR FINAL INSPECTION AND RELEASE OF ASSURANCES. 21. GRADING BOUNDARIES SHALL BE CLEARLY MARKED, AND ALL WORK WILL BE CONFINED TO APPROVED PROJECT LIMITS AS SHOWN ON THESE PLANS. 22.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND/OR THE SURVEYOR PROVIDING THE CONSTRUCTION LAYOUT TO VERIFY THE BENCHMARK AND COMPARE THE SITE CONDITIONS WITH THE PLANS AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES OBSERVED. SHOULD ANY BENCHMARK, GRADE OR DESIGN INDICATED ON THE PLANS BE SUSPECT, THE ENGINEER SHALL BE NOTIFIED OF SAID BENCHMARK, GRADE OR DESIGN PROBLEM AT LEAST TWENTY-FOUR HOURS BEFORE CONSTRUCTION IS SCHEDULED TO BEGIN ON THE AFFECTED AREA. 23.1T SHALL BE THE SOLE RESPONSIBILITY OF THE OWNER(S), THEIR SUCCESSORS OR ASSIGNS, (AND/OR THEIR CONTRACTOR. THEIR SUCCESSORS OR ASSIGNS AS APPLICABLE) TO PURSUE ANY NEGOTIATIONS. OBTAIN ANY AGREENIENTS AND/OR PEMMITS, ETC.. FROM ALL NECESSARY OWNERS, PRIVATE AND/OR GOVERNMENTAL AGENCIES IN CHARGE OF PROPERTIES AND/OR RIGHTS -OF -WAY ADJACENT TO (OR NEIGHBORING) THIS PRO.IECT. Page 72 of 104 Oro Valley Subdivision Street Standards and Policies Manual THAT MAY BE REQUIRED TO DO ANY WORK ( CONSTRUCTION, ACCESS, MODIFICATIONS, GRADING, DRAINAGE, STRUCTURES, ROADS, ETC.,) ENCROACHING OR AFFECTING - DIRECTLY OR INDIRECTLY - ON THESE ADJACENT PROPERTIES AND RIGHTS -OF -WAY IN ANY CONCEIVABLE MANNER, REGARDLESS OF WHETHER OR NOT THIS WORK IS SHOWN OR DESCRIBED ON THESE PLANS (OR) ON THIS PLAT. 24. THE PROFESSIONAL ENGINEER OF RECORD SHALL SUBMIT AS -BUILT RECORD DRAWINGS AND CERTIFY IN WRITING THAT ALL IMPROVEMENTS, WHETHER PRIVATE OR PUBLIC, HAVE BEEN CONSTRUCTED, PLACED, INSTALLED, ETC. IN SUBSTANTIAL CONFORMANCE WITH THE ACCEPTED PLANS FOR THIS DEVELOPMENT. CERTIFICATIONS IN WRITING AND THE AS -BUILT RECORD DRAWINGS ARE TO BE RECEIVED BY THE TOWN OF ORO VALLEY A MINIMUM OF TWO (2) WEEKS PRIOR TO THE REQUEST FOR CERTIFICATES OF OCCUPANCY AND/OR FINAL INSPECTION BY THE DEPARTMENT OF PUBLIC WORKS AND THE RELEASE OF ASSURANCES, EXCEPT FOR MODEL HOMES INTENDED TO BE USED FOR SALES PURPOSES. IF THE PROJECT IS PHASED THE ABOVE PERTAINS TO EACH PHASE. 25. THE BASIS OF ELEVATION IS A 26. BENCH MARKS BENCH MARKS NO. I IS A HAS AN ELEVATION OF BENCHMARK NO. 2 IS A HAS AN ELEVATION OF 27. OWNER/DEVELOPER: SAID BENCHMARK NO. I SAID BENCHMARK NO. 2 28. ALL EASEMENTS MUST BE ACQUIRED BY OWNER/BUILDER PRIOR TO CONSTRUCTION. Page 73 of 104 Oro Valley Subdivision Street Standards and Policies Manual APPENDIX E: GENERAL PAVING NOTES 1. ALL MATERIALS AND WORKMANSHIP ARE TO BE IN ACCORDANCE WITH PIMA COUNTY/CITY OF TUCSON STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS (PC/COT SSPI), EDITION OF 2003, EXCEPT AS MODIFIED HEREBY. �2. ALL CONSTRUCTION AND TESTING METHODS SHALL BE IN CONFORMANCE WITH PC/COT SSPI, EDITION OF 2003, EXCEPT AS MODIFIED HEREBY. EXCAVATION AND BACKFILL FOR STRUCTURES SHALL CONFORM TO PC/COT SSPI, SECTION 203-5. �) 4. EARTHWORK, EXCEPT AS MODIFIED BY THE SOILS REPORT OF RECORD, SHALL CONFORM TO PC/COT SSPI, SECTION 203. 5. AGGREGATE BASE COURSE SHALL CONFORM TO PC/COT SSPI, SECTION 303. �i 6. ASPHALTIC CONCRETE SHALL CONFORM TO PC/COT SSPI, SECTION 406, ASPHALTIC CONCRETE MIXTURE No. 2 SPECIFICATIONS. 7. ALL CONCRETE SHALL CONFORM TO PC/COT SSPI, SECTION 1006, CLASS S, 3,000-PSI COMPRESSIVE STRENGTH AT 28 DAYS, UNLESS OTHERWISE SPECIFIED. �8. A STAMPED SET OF APPROVED PLANS SHALL BE KEPT IN AN EASILY ACCESSIBLE LOCATION ON THE JOB SITE AT ALL TIMES OR DURING CONSTRUCTION. 9. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION REGULATIONS. 10. CONTRACTOR SHALL CALL BLUE STAKE (1-800-782-5348) TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 1. CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED BY GOVERNMENTAL �� AGENCIES. 12. CONTRACTOR SHALL INSTALL STREET SIGNS IN ACCORDANCE WITH THE TOWN OF ORO VALLEY SUBDIVISION STREET STANDARDS — SIGNAGE POLICY. 13. PAVING CONTRACTOR SHALL ADJUST BOTH EXISTING AND NEW WATER VALVES, BOX COVERS, WATER METER BOXES, SANITARY SEWER MANHOLES AND CLEANOUT RINGS AND COVERS, TELEPHONE AND ELECTRIC MANHOLE RING AND COVERS TO THE NEW FINISHED GRADE. Page 74 of 104 Oro Vallev Subdivision Street Standards and Policies Manual �14. UPON COMMENCEMENT OF WORK, TRAFFIC CONTROL DEVICES SHALL BE POSTED AND MAINTAINED BY THE CONTRACTOR UNTIL SUCH TIME AS THE WORK IS COMPLETED. ALL WARNING SIGNS, BARRICADES, ETC., SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES ADOPTED BY THE STATE OF ARIZONA PURSUANT TO A.R.S. 28-650. `\ 15. IF UNANTICIPATED CONDITIONS ARE ENCOUNTERED DURING THE COURSE OF `J CONSTRUCTION AND ARE BEYOND THE SCOPE OF THE DESIGN, THE ENGINEER SHALL SUBMIT THE NECESSARY REVISED OR SUPPLEMENTAL IMPROVEMENT PLANS FOR REVIEW AND APPROVAL BY THE TOWN OF ORO VALLEY PRIOR TO SUCH REVISIONSiCHANGES BEING MADE IN THE FIELD. 16. ALL STATIONING SHOWN ON PLAN AND PROFILE ARE ALONG CONSTRUCTION CENTERLINE UNLESS OTHERWISE NOTED. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CARE AND ` MAINTENANCE OF EXISTING IMPROVEMENTS AND VEGETATION IN THE WORK AREA. PAVEMENT, CURBS, CART PATHS AND ANY OTHER OBSTRUCTIONS DAMAGED DURING CONSTRUCTION ARE TO BE REPLACED BY THE CONTRACTOR. ANY UNDERGROUND PIPES, IRRIGATION LINES, IRRIGATION CONTROLS, DRAINS, STRUCTURES, OR OBSTRUCTIONS NOT SHOWN ON THESE PLANS SHALL BE MOVED, ALTERED, OR REPAIRED BY THE CONTRACTOR WHEN ENCOUNTERED, AS DIRECTED BY THE ENGINEER, AND IS A DEFINITE PART OF THIS PROJECT. 18. ACCEPTANCE OF THESE PLANS DOES NOT CONSTITUTE OR IMPLY ACCEPTANCE OF ANY OF THE FOLLOWING: a) WALL(S), RETAINING OR OTHER TYPE(S). b) ANY REINFORCED CONCRETE STRUCTURE(S). c) ANY EMBANKMENT(S) WHOSE PRIMARY PURPOSE IS TO FUNCTION AS A RETENTION/DETENTION STRUCTURE. THE ITEMS LISTED ABOVE ARE APPROVED FOR LOCATION ONLY. SEPARATE PLAN CHECKS AND PERMITS ARE REQUIRED, ALL IN ACCORDANCE WITH THE APPLICABLE CODES OF THE TOWN OF ORO VALLEY. 19. THE CONTRA1. CTOR SHALL GIVE FORTY-EIGHT (48) HOURS NOTICE WHEN THEY SHALL REQUIRE THE SERVICES OF THE ENGINEER OR ANY OTHER PERSON PROPERLY AUTHORIZED FOR SUCH PURPOSE FOR LAYING OUT ANY PORTION OF THE WORK. THEY SHALL ALSO DIG ALL STAKE HOLES NECESSARY TO GIVE LINE AND LEVELS AND SHALL PROVIDE ASSISTANCE CALLED FOR BY THE ENGINEER OR THEIR ASSISTANTS UPON ANY PART OF THE WORK WHENEVER SO REQUESTED, AND SHALL PRESERVE ALL STAKES SET FOR THE LINES, LEVELS OR MEASUREMENTS OF THE WORK IN THEIR PROPER PLACES UNTIL AUTHORIZED TO REMOVE THEM BY THE ENGINEERS. Page 75 of 104 Oro Valley Subdivision Street Standards and Policies Manual ANY EXPENSE INCURRED IN REPLACING ANY STAKES WHICH THE CONTRACTOR OR THEIR SUBORDINATES MAY HAVE FAILED TO PRESERVE SHALL BE CHARGED TO THE CONTRACTOR. 20. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FURNISH, HAUL AND APPLY ALL WATER REQUIRED FOR COMPACTION AND FOR THE CONTROL OF DUST FROM CONSTRUCTION ACTIVITY. THE COST THEREOF IS TO BE INCLUDED IN THE GRADING CONSTRUCTION PRICE. 21. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FULLY COMPLY WITH ADEQ STORMWATER DISCHARGE PERMIT IN ACCORDANCE WITH THE REPORT AND POLLUTION PLANS PREPARED BY THE ENGINEER. THE COST THEREOF TO BE INCLUDED IN THE GRADING CONSTRUCTION PRICE. 22. BUILDING SITES SHALL BE CONSTRUCTED TO WITHIN 0.10 FOOT OF FINISH \ BUILDING PAD ELEVATIONS AS STAKED BY THE ENGINEER. STREETS AND V PARKING AREAS SHALL BE CONSTRUCTED TO WITHIN 0.10 FEET OF FINISH SUBGRADE AS STAKED BY THE ENGINEER. 23. A REPORT OF SOILS INVESTIGATIONS, INCLUDING RECOMMENDATIONS FOR GRADING PROCEDURES HAS BEEN PREPARED BY DATED JOB NO. FOR THIS PROJECT. EARTHWORK SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED IN SAID REPORT AND ANY AMENDMENTS MADE THERETO. 24. THE SOILS ENGINEER SHALL OBSERVE, INSPECT AND TEST ALL CONSTRUCTION OPERATIONS, INCLUDING BUT NOT LIMITED TO: CLEARING, GRUBBING, SUBGRADE PREPARATION, STRUCTURAL, TRENCH EXCAVATION \ AND BACKFILL, MATERIAL TESTING, TOGETHER WITH PLACEMENT OF FILL. \` SAID ENGINEER SHALL CERTIFY IN WRITING, THAT ALL SOILS OPERATIONS AND MATERIALS USED FOR THIS DEVELOPMENT WERE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS AS SET FORTH IN THE GEOTECHNICAL INVESTIGATION OF RECORD AND ARE IN CONFORMANCE WITH THE ACCEPTED PLANS AND SPECIFICATIONS. CERTIFICATION, IN WRITING, ARE TO BE RECEIVED BY THE TOWN OF ORO VALLEY PRIOR TO THE REQUEST FOR FINAL INSPECTION AND RELEASE OF ASSURANCES. \25. GRADING BOUNDARIES SHALL BE CLEARLY MARKED, AND ALL WORK WILL BE CONFINED TO APPROVED PROJECT LIMITS AS SHOWN ON THESE PLANS. 26.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND/OR THE SURVEYOR PROVIDING THE CONSTRUCTION LAYOUT TO VERIFY THE BENCHMARK AND COIMPARE THE SITE CONDITIONS WITH THE PLANS AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES OBSERVED. SHOULD ANY BENCI-I1\1IARK, GRADE OR DESIGN INDICATED ON THE PLANS BE SUSPECT, THE ENGINEER SHALL BE NOTIFIED OF°SAID BENCHMMARK, GRADE Page 76 of 104 Oro Vallev Subdivision Street Standards and Policies Manual OR DESIGN PROBLEM AT LEAST TWENTY-FOUR HOURS BEFORE CONSTRUCTION IS SCHEDULED TO BEGIN ON THE AFFECTED AREA. 27.IT SHALL BE THE SOLE RESPONSIBILITY OF THE OWNER (S), THEIR SUCCESSORS OR ASSIGNS, (AND/OR THEIR CONTRACTOR, THEIR SUCCESSORS OR ASSIGNS AS APPLICABLE) TO PURSUE ANY NEGOTIATIONS, OBTAIN ANY AGREEMENTS AND/OR PERMITS, ETC., FROM ALL NECESSARY OWNERS, PRIVATE AND/OR GOVERNMENTAL AGENCIES IN CHARGE OF PROPERTIES AND/OR RIGHTS -OF -WAY ADJACENT TO (OR NEIGHBORING) THIS PROJECT, THAT MAY BE REQUIRED TO DO ANY WORK (CONSTRUCTION, ACCESS, MODIFICATIONS, GRADING, DRAINAGE, STRUCTURES, ROADS, ETC.) ENCROACHING OR AFFECTING — DIRECTLY OR INDIRECTLY - ON THESE ADJACENT PROPERTIES AND RIGHTS -OF -WAY IN ANY CONCEIVABLE MANNER, REGARDLESS OF WHETHER OR NOT THIS WORK IS SHOWN OR DESCRIBED ON THESE PLANS (OR) ON THIS PLAT. 28. THE PROFESSIONAL ENGINEER OF RECORD SHALL SUBMIT AS -BUILT RECORD DRAWINGS AND CERTIFY IN WRITING THAT ALL IMPROVEMENTS, WHETHER PRIVATE OR PUBLIC, HAVE BEEN CONSTRUCTED, PLACED, INSTALLED, ETC. IN SUBSTANTIAL CONFORMANCE WITH THE ACCEPTED PLANS FOR THIS DEVELOPMENT. CERTIFICATIONS IN WRITING AND THE AS -BUILT RECORD DRAWINGS ARE TO BE RECEIVED BY THE TOWN OF ORO VALLEY A MINIMUM OF TWO (2) WEEKS PRIOR TO THE REQUEST FOR CERTIFICATES OF OCCUPANCY AND/OR FINAL INSPECTION BY THE DEPARTMENT OF PUBLIC WORKS AND THE RELEASE OF ASSURANCES, EXCEPT FOR MODEL HOMES INTENDED TO BE USED FOR SALES PURPOSES. IF THE PROJECT IS PHASED THE ABOVE PERTAINS TO EACH PHASE. 29. THE TOWN WILL, UPON RECEIPT OF ALL NECESSARY CERTIFICATIONS AS v OUTLINED ON THE IMPROVEMENT PLANS AND FINAL PLAT, PERFORM A FIELD REVIEW OF THE DEVELOPMENT. FIELD CONDITIONS, DESIGN OVERSIGHTS, ETC., MAY REQUIRE ADDITIONAL WORK AND/OR IMPROVEMENTS AS A RESULT OF SAID REVIEW. THE BASIS OF BEARINGS FOR THIS PROJECT IS 31. THE BASIS OF ELEVATION IS A 32. BENCHMARKS BENCHMARK NO. l IS A HAS AN ELEVATION OF BENCHMARK NO. 2 IS A ELEVATION OF SAID BENCHMARK NO. 1 SAID BENCHMARK NO. 2 FIAS AN 0 N I If, Page 77 of 104 3 Oro Valley Subdivision Street Standards and Policies Manual �33. OWNER/DEVELOPER 34. ALL EASEMENTS MUST 8E ACQUIRED 8Y OWVNER/8UILDER PRIOR TO CONSTRUCTION. \35. DESIGN SPEED = DESIGN VEHICLE = Page 78 of 104 GENERAL NOTES OFF-,,�DITE IMPROVEMENT PLAN for at 1. UTILITY LOCATIONS, AS SHOWN ON THE PLANS, WERE COMPILED AND ARE PRESENTED BASED UPON PRELIMINARY INFORMATION AVAILABLE TO CYPRESS CIVIL DEVELOPMENT. UTILITY LOCATIONS AS SHOWN ARE NOT INTENDED TO BE EXACT OR COMPLETE AND CYPRESS CIVIL DEVELOPMENT DOES NOT ACCEPT LIABILITY OR RESPONSIBILITY FOR ANY INACCURACIES IN THE UTILITY LOCATIONS OR ANY UTILITY RELOCATIONS THAT MAY BE NECESSARY. PRIOR TO EXCAVATION, ARIZONA STATUTES REQUIRE THAT ANYONE WHO INTENDS TO EXCAVATE MUST PROVIDE TWO FULL WORKING DAYS NOTICE TO THE OWNERS OF ALL UTILITIES WITHIN THE PROJECT AREA. EXCAVATORS SHOULD CONTACT "ARIZONA BLUE STAKE" @a 1-800-782-5348 TWO (2) FULL WORKING DAYS PRIOR TO EXCAVATION. SATURDAYS, SUNDAYS, AND STATE HOLIDAYS ARE NOT CONSIDERED WORKING DAYS. ALSO BE ADVISED THAT THERE MAYBE OTHER UTILITIES IN THE PROJECT AREA THAT ARE NOT MEMBERS OF "ARIZONA BLUE STAKE". THE CONTRACTOR IS RESPONSIBLE TO POTHOLE ALL UTILITIES (SHOWN OR NOT SHOWN ON THE PLANS) MARKED BY BLUE STAKE PRIOR TO COMMENCING CONSTRUCTION OPERATIONS. 2. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION REGULATIONS. 3. A STAMPED SET OF THE APPROVED PLANS SHALL BE KEPT IN AN ACCESSIBLE LOCATION ON THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION, 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CARE AND MAINTENANCE OF EXISTING IMPROVEMENTS AND VEGETATION IN THE WORK AREA. PAVEMENT, CURBS, AND ANY OTHER OBSTRUCTIONS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR. 5. IF UNANTICIPATED CONDITIONS ARE ENCOUNTERED DURING THE COURSE OF CONSTRUCTION AND ARE BEYOND THE SCOPE OF THE DESIGN, THE OWNER SHALL BE NOTIFIED FOR FURTHER DIRECTION OR INSTRUCTIONS. 6. DESIGN DATA: THE DESIGN SPEED OF ORACLE ROAD IS 55 MPH. THE POSTED SPEED LIMIT OF ORACLE ROAD IS 50 MPH. THE AVERAGE DAILY TRAFFIC FOR ORACLE ROAD IS <46,000 VEHICLES. THE DESIGN SPEED OF LINDA VISTA BOULEVARD IS 30 MPH. THE POSTED SPEED LIMIT OF LINDA VISTA BOULEVARD IS 25 MPH (EAST SIDE) AND 30 MPH (WEST SIDE). THE AVERAGE DAILY TRAFFIC FOR LINDA VISTA BOULEVARD IS <2,000 VEHICLES. THE AVERAGE ELEVATION OF THE PROJECT IS 2644.5 FEET. THE DESIGN VEHICLE IS SU-30. 7. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED BY GOVERNMENTAL AGENCIES. 8. PAVING CONTRACTOR SHALL ADJUST BOTH EXISTING AND NEW WATER VALVES, BOX COVERS, WATER METER BOXES, SANITARY SEWER MANHOLES AND CLEANOUT RING AND COVERS, TELEPHONE AND ELECTRIC MANHOLE RING AND COVERS TO THE NEW FINISHED GRADE. 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FURNISH, HAUL AND APPLY ALL WATER REQUIRED FOR COMPACTION AND FOR THE CONTROL OF DUST FROM CONSTRUCTION ACTIVITY. THE COST THEREOF IS TO BE INCLUDED IN THE GRADING CONSTRUCTION PRICE. EL CO ti EDOR STA 52 +64.61, EXIST!N'G-'-- ,l SR 77 ONST. CENTERLINE`'' j j�, STA 0+00.00, EXISTING GENERAL NOTES - ORO VALLEY R.U.W. l; + j �r LI -NDAVISTACENTEF(LINE i L I SCALE: 1"=100' LEGEND O� O 35J38 EL (ONQUISTADOR WAY 59/96 LI N DA VISTA BOU LEtVARD 'THIS PROJECT Lu 56J31 � Q 24 �` :, a; � �OQ rjq 06J7 z 06J W CORONADO O NATIONAL FOREST �� 6Jd8 O Lu Lu CALLE CONC RDIA A PORTION OF THE S.E. 1/4 OF THE S.E. 1/4 OF SECTION 13, T. 12 S., R. 13 E., G.&S.R.M., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA. LOCATION MAP NORTH EXISTING CONTOUR NEW CONTOUR SPOT ELEV. (FIN. GRADE) SPOT ELEV. (EXIST. GRADE) RIGHT-OF-WAY ROADWAY CENTERLINE PAINT STRIPE EXISTING PAVEMENT EDGE EXISTING CURB EXISTING CONCRETE EXISTING TO BE REMOVED NEW CURB 1. ALL MATERIALS AND WORKMANSHIP ARE TO BE IN ACCORDANCE WITH PIMA COUNTY/CITY OF TUCSON SURVEY CONTROL AND VERIFICATION NEW ASPHALT 10. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FULLY COMPLY WITH ADEQ STORMWATER STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS (PC/COT SSPI), EDITION OF 2003, EXCEPT AS MODIFIED DISCHARGE PERMIT IN ACCORDANCE WITH THE REPORT AND POLLUTION PLANS PREPARED BY HEREBY. 1. THE BASIS OF BEARINGS FOR THIS PROJECT IS THE EAST LINE OF SECTION 13 , T.12 a. NEW CONCRETE THE ENGINEER. THE COST THEREOF TO BE INCLUDED IN THE GRADING CONSTRUCTION PRICE. S., R. 13 E., AS SHOWN ON THE "PUSCH RIDGE ESTATES" PLAT, AS RECORDED IN 2. ALL CONSTRUCTION AND TESTING METHODS SHALL BE IN CONFORMANCE WITHPC/COT SSPI, EDITION OF 2003, BOOK 31, PAGE 74 OF MAPS AND PLATS,RE C RE , O RECORDS OF PIMA COUNTY, AZ. THE ___,_.__0�IF__-______QI_I�___ --- EXISTING OVERHEAD ELECTRIC 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND/OR THE SURVEYOR PROVIDING THE EXCEPT AS MODIFIED HEREBY. BEARING OF SAID SECTION LINE IS N 0 W. -- G-----G------ G -- EXISTING GAS CONSTRUCTION LAYOUT TO VERIFY THE BENCHMARK AND COMPARE THE SITE CONDITIONS WITH THE PLANS AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES OBSERVED. 3. ALL WORK SHALL BE IN CONFORMANCE TO GRADING STANDARDS, SECTION 27.9 OF THE ORO VALLEY ZONING 2. THE BASIS OF ELEVATIONS FOR THIS PROJECT IS PIMA COUNTY BENCHMARK 'INN - 5-------5 S------ EXISTING SEWER SHOULD ANY BENCHMARK, GRADE OR DESIGN INDICATED ON THE PLANS BE SUSPECT, THE CODE REVISED. 127" DESCRIBED AS A 9/16 STAINLESS STEEL ROD LOCATED AT THE NORTHWEST Q/ ENGINEER SHALL BE NOTIFIED OF SAID BENCHMARK, GRADE OR DESIGN PROBLEM AT LEAST CORNER OF ORACLE ROAD AND LINDA VISTA BOULEVARD, ALONG THE WEST EXISTING SIGN TWENTY-FOUR HOURS BEFORE CONSTRUCTION IS SCHEDULED TO BEGIN ON THE AFFECTED 4. EXCAVATION AND BACKFILL FOR STRUCTURES SHALL CONFORM TO PC/COT SSPI, SECTION 203-5. SIDE OF THE FENCELINE IN THE SOUTHEAST QUARTER OF SECTION 13, T. 12 S., R. c EXISTING POWER POLE AREA. 13 E., G.&S.R.M., PIMA COUNTY, AZ. THE ELEVATION OF SAID BENCHMARK IS-� 5. EARTHWORK, EXCEPT AS MODIFIED BY THE SOILS REPORT OF RECORD, SHALL CONFORM TO PC/COT SSPI, SECTION 2,648.88', NAVD 88 DATUM. EXISTING LIGHT/TRAFFIC SIGNAL 12. IT SHALL BE THE SOLE RESPONSIBILITY OF THE OWNER(S), THEIR SUCCESSORS OR ASSIGNS, 203. (AND/OR THEIR CONTRACTOR, THEIR SUCCESSORS OR ASSIGNS AS APPLICABLE) TO PURSUE 3. THE CONTRACTOR SHALL RETAIN THE SERVICES OF A REGISTERED LAND SURVEYOR � EXISTING GAS MARKER ANY NEGOTIATIONS, OBTAIN ANY AGREEMENTS AND/OR PERMITS, ETC., FROM ALL NECESSARY 6. AGGREGATE BASE COURSE SHALL CONFORM TO PC/COT SSPI, SECTION 303. TO PROVIDE THE CONSTRUCTION LAYOUT. THE SURVEYOR SHALL VERIFY THE EXISTING SEWER MANHOLE OWNERS, PRIVATE AND/OR GOVERNMENTAL AGENCIES IN CHARGE OF PROPERTIES AND/OR BENCHMARK AND COMPARE THE SITE CONDITIONS WITH THE PLANS AND SHALL _, RIGHTS -OF -WAY ADJACENT TO (OR NEIGHBORING) THIS PROJECT, THAT MAY BE REQUIRED TO 7. ASPHALTIC CONCRETE SHALL CONFORM TO PC/COT SSPI, SECTION 406, ASPHALTIC CONCRETE MIXTURE NO. 2 NOTIFY THE OWNER OF ANY DISCREPANCIES OBSERVED SHOULD ANY BENCHMARK, GRADE OR DESIGN INDICATED ON THE PLANS BE SUSPECT. THE FS FINISHED SURFACE ASPHALT ( ) DO ANY WORK (CONSTRUCTION, ACCESS, MODIFICATIONS, GRADING, DRAINAGE STRUCTURES, ROADS, ETC.) ENCROACHING OR AFFECTING - DIRECTLY OR INDIRECTLY - ON THESE ADJACENT SPECIFICATIONS. OWNER SHALL BE NOTIFIED OF SAID BENCHMARK, GRADE OR DESIGN PROBLEM BCR BEGIN CURB RETURN PROPERTIES AND RIGHTS -OF -WAY IN ANY CONCEIVABLE MANNER, REGARDLESS OF WHETHER 8. ALL CONCRETE SHALL CONFORM TO PC/COT SSPI, SECTION 1006, CLASS S, 3,000 PSI COMPRES13IVE STRENGTH AT AT LEAST TWENTY-FOUR (24) HOURS BEFORE CONSTRUCTION IS SCHEDULED TO BEGIN IN THE AFFECTED AREA. ECR END CURB RETURN OR NOT THIS WORK IS SHOWN OR DESCRIBED ON THESE PLANS. 28 DAYS, UNLESS OTHERWISE SPECIFIED. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CARE AND MAINTENANCE OF EXISTING 9. UPON COMMENCEMENT OF WORK, TRAFFIC CONTROL DEVICES SHALL BE POSTED AND MAINTAINED BY THE 4. UPON COMPLETION OF THE WORK, THE CONTRACTOR AND HIS SURVEYOR SHALL STA STATION IMPROVEMENTS AND VEGETATION IN THE WORK AREA. PAVEMENT, CURBS, CART PATHS AND CONTRACTOR UNTIL SUCH TIME AS THE WORK IS COMPLETED. ALL WARNING SIGNS, BARRICADES, ETC., SHALL CERTIFY IN WRITING TO THE OWNER THAT THE PROJECT CIVIL ENGINEERING ABC AGGREGATE BASE COURSE ANY OTHER OBSTRUCTIONS DAMAGED DURING CONSTRUCTION ARE TO BE REPLACED BY THE BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES ADOPTED 13Y THE STATE OF IMPROVEMENTS WERE STAKED AND BUILT IN SUBSTANTIAL CONFORMANCE TO EXIST EXISTING CONTRACTOR. ANY UNDERGROUND PIPES, IRRIGATION LINES, IRRIGATION CONTROLS, DRAINS, ARIZONA PURSUANT TO A.R.S. 28-650. THE LINES AND GRADES SHOWN. PAVED AREAS SHALL BE CONSTRUCTED TO WITHIN 0.10 FEET OF FINISH GRADE AS DESIGNED BY THE ENGINEER. SITE AC ASPHALTIC CONCRETE STRUCTURES, OR OBSTRUCTIONS NOT SHOWN ON THESE PLANS SHALL BE MOVED, ALTERED, OR REPAIRED BY THE CONTRACTOR WHEN ENCOUNTERED, AS DIRECTED BY THE ENGINEER, 10. THE CONTRACTOR SHALL INSTALL STREET SIGNS IN ACCORDANCE WITH THE TOWN OF ORO VALLEY SUBDIVISION FEATURES SHALL BE WITHIN 0.25 FEET OF SPECIFIED POSITION. AR-ACFC ASPHALT RUBBER ASPHALTIC CONCRETE FRICTION COURSE AND IS A DEFINITE PART OF THIS PROJECT. STREET STANDARDS - SIGNAGE POLICY. 5. A REGISTERED ENGINEER OR LAND SURVEYOR MUST CERTIFY THAT THIS PROJECT LIN FT LINEAR FEET 14. THE CONTRACTOR SHALL GIVE FORTY-EIGHT (48) HOURS NOTICE WHEN HE SHALL REQUIRE THE 11. GRADING BOUNDARIES SHALL BE CLEARLY MARKED, AND ALL WORK WILL BE CONFINED TO APPROVED PROJECT WAS CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED PLANS PRIOR TO A REQUEST FOR FINAL INSPEC71ON, RELEASE OF ASSURANCES SQ FT HDPE SQUARE FEET SERVICES OF THE ENGINEER OR ANY OTHER PERSON PROPERLY AUTHORIZED FOR SUCH LIMITS AS SHOWN ON THESE PLANS. OR MODULAR PERMITS. HIGH DENSITY POLYETHYLENE PURPOSE FOR LAYING OUT ANY PORTION OF THE WORK. HE SHALL ALSO DIG ALL STAKE HOLES MP MILE POST NECESSARY TO GIVE LINE AND LEVELS AND SHALL PROVIDE ASSISTANCE CALLED FOR BY THE 12. IF UNANTICIPATED CONDITIONS ARE ENCOUNTERED DURING THE COURSE OF CONSTRUCTION AND ARE BEYOND 6. THE SURVEY FOR THIS PROJECT WAS PERFORMED BY: ENGINEER OR HIS ASSISTANTS UPON ANY PART OF THE WORK WHENEVER SO REQUESTED, THE SCOPE OF THE DESIGN, THE ENGINEER SHALL SUBMIT THE NECESSARY REVISED OR SUPPLEMENTAL POLARIS LAND SURVEYING, LLC AND SHALL PRESERVE ALL STAKES SET FOR THE LINES, LEVELS OR MEASUREMENTS OF THE IMPROVEMENT PLANS FOR REVIEW AND APPROVAL BY THE TOWN OF ORO VALLEY PRIOR TO SUCH 3528 N. FLOWING WELLS ROAD WORK IN THEIR PROPER PLACES UNTIL AUTHORIZED TO REMOVE THEM BY THE ENGINEERS. REVISIONS/CHANGES BEING MADE IN THE FIELD. TUCSON, ARIZONA 85705 DATE: SITE ADDRESS OWNER/DEVELOPER ARCHITECT ANY EXPENSE INCURRED IN REPLACING ANY STAKES WHICH THE CONTRACTOR OR HIS 05/30/14 SUBORDINATES MAY HAVE FAILED TO PRESERVE SHALL BE CHARGED TO THE CONTRACTOR. 9600 N. ORACLE ROAD BOULDER ORO VALLEY LLC STG DESIGN 15. THE PROFESSIONAL ENGINEER OF RECORD, AS SELECTED BY THE OWNER/DEVELOPER AT THE START OF CONSTRUCTION, SHALL SUBMIT AS -BUILT RECORD DRAWINGS AND CERTIFY IN WRITING THAT ALL IMPROVEMENTS, WHETHER PRIVATE OR PUBLIC, HAVE BEEN CONSTRUCTED, PLACED, INSTALLED, ETC. IN SUBSTANTIAL CONFORMANCE WITH THE ACCEPTED PLANS FOR THIS DEVELOPMENT. CERTIFICATIONS IN WRITING AND THE AS -BUILT RECORD DRAWINGS ARE TO BE RECEIVED BY THE TOWN OF ORO VALLEY A MINIMUM OF TWO (2) WEEKS PRIOR TO THE REQUEST FOR CERTIFICATES OF OCCUPANCY AND/OR FINAL INSPECTION BY THE DEVELOPMENT AND INFRASTRUCTURE SERVICES DEPARTMENT AND THE RELEASE OF ASSURANCES, EXCEPT FOR MODEL HOMES INTENDED TO BE USED FOR SALES PURPOSES. IF THE PROJECT IS PHASED THE ABOVE PERTAINS TO EACH PHASE. 16. ALL STATIONING SHOWN ON PLAN AND PROFILE ARE ALONG CONSTRUCTION CENTERLINE UNLESS OTHERWISE NOTED. 13. THE CONTRACTOR SHALL VERIFY ALL QUANTITIES, INCLUDING EXCAVATION, BORROVj EMBANKMENT, SHRINK OR SWELL, GROUND COMPACTION, HAUL AND ANY OTHER ITEM AFFECTING THE BID TO COMPLETE THE GRADING TO THE ELEVATIONS SHOWN ON THESE PLANS AND TO BASE THE BID SOLELY UPON HIS OWN CALCULATED QUANTITIES. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNER/DEVELOPER PRIOR TO CONSTRUCTION OF ANY MAJOR DISCREPANCIES BETWEEN HIS ESTIMATED QUANTITIES AND THOSE SHOWN ON THE PLAINS. 14. ACCEPTANCE OF THESE PLANS DOES NOT CONSTITUTE OR IMPLY ACCEPTANCE OF ANY OF THE FOLLOWING: A. WALL(S), RETAINING OR OTHER TYPE(S). B. ANY REINFORCED CONCRETE STRUCTURE(S). C. ANY EMBANKMENT(S) WHOSE PRIMARY PURPOSE IS TO FUNCTION AS A RETENTION/DETENTION STRUCTURE. THE ITEMS LISTED ABOVE ARE APPROVED FOR LOCATION ONLY. SEPARATE PLAN CHECKS AND PERMITS ARE REQUIRED, ALL IN ACCORDANCE WITH THE APPLICABLE CODES OF THE TOWN OF ORO VALLEY. 15. THE TOWN WILL, UPON RECEIPT OF ALL NECESSARY CERTIFICATIONS AS OUTLINED ON THE IMPROVEMENT PLANS AND FINAL PLAT, PERFORM A FIELD REVIEW OF THE DEVELOPMENT. FIELD CONDITIONS, DESIGN OVERSIGHTS, ETC., MAY REQUIRE ADDITIONAL WORK AND/OR IMPROVEMENTS AS A RESULT OF SAID REVIEW. SHEET INDEX 1 COVER SHEET 2 SITE PLAN (1) 3 SITE PLAN (2) 4 SIGNING + STRIPING PLAN (1) 5 SIGNING + STRIPING PLAN (2) 6 GRADING DETAILS FND BCSM STAMPED "LS3 CENTER 1/,4 SECTION 13-12 KEYNOTES U O1 EXISTING PAVEMENT TO REMAIN IN PLACE. O NEW CONCRETE SIDEWALK ACCESS RAMP WITH 2' WIDE DETECTABLE NEW CURB PER SEPARATE PLAN AND PERMIT. 18 J O I I I ' co ( I ����� � WARNING STRIP PER PC/COT STD 207. .' v EXISTING CURB TO REMAIN IN PLACE. 19 1� REMOVE CURB AND GUTTER TO NEAREST CONSTRUCTION JOINT fla 10 NEW 6" CONCRETE VERTICAL CURB TYPE 2. SEE DETAIL C THIS SHEET. O Q - ! 3 EXISTING CULVERT TO REMAIN IN PLACE. O O, (FULL DEPTH SAWCUT MAY BE REQUIRED). .m Ia I O 11 NEW TYPE D-3 CURB & GUTTER PER ADOT STANDARD C-05.10. 20 EXISTING TRAFFIC SIGNAL TO REMAIN. (D EXISTING SIDEWALK TO REMAIN IN PLACE. O rQ z C71 ` 12 NEW 9" CONCRETE PAVEMENT PER ADOT STANDARD O w Z j 5 EXISTING CURB ACCESS RAMPS TO REMAIN IN PLACE. O C 05.50. 21 EXISTING TRAFFIC POLE AND MAST ARM TO REMAIN. ,v 0 I I � i O z ,,_,� ;; 13 NEW CONCRETE SIDEWALK PER ADOT STANDARD C-05.20. 22 EXISTING RIP RAP TO REMAIN. Lu U / i O6 NEW 6 ASPHALTIC CONCRETE (AC) PAVEMENT OVER 3" O W , U) J O p AGGREGATE BASE COURSE (ABC) WITH A MINIMUM OF 8 14 NEW CULVERT PER SEPARATE PLAN AND PERMIT. ? u �{ ' / SCARIFIED AND RECOMPACTED SUBGRADE. SEE DETAIL � THIS � U �� a? _ °� SHEET. < p 15 NEW SIDEWALK PER SEPARATE PLAN AND PERMIT. 0< ` i I u p I ' 7 SAWCUT FU p z) �I , I ( LL DEPTH) INTO THE EXISTING AC PAVEMENT. 16 NEW SIDEWALK ACCESS RAMP PER SEPARATE PLAN AND PERMIT. 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CENTERLINE U =STA 10+00.00, EXISTING LINDA VISTA CENTERLINE FARTHwnRK AND MATFRIAI TFgTINr; ANn rPPTIFIrATIONI m f EXISTING I ; ^+ S: i Z _ BUILDING i I 3 22 .3'1-01 m �`'101Z1/Z1.0/1 --j i ` 224 31.e011G w p'' 3 QLDE 1 A� H E_QISTRfGT - __ I � == __ ry /F1R ' AMERICAN\ ITLE TR 656 LU _ r f _ - w- - 3 --- f w-� 1 -- -SEWER PER PN I i " PV 20G9 024 _ -- r FND BCSM 22 \ O( / m 0 ----- - ° . - 2 5 �- -~ x c - --- - --- -- -5--�- STAMPED LS 35980 y _ __ :y o -' — - w w---- - w--- CENTER 1 /4 w - " ` v� -.' \a �>y - N w------- w -- ,� - - - - - " n 5 SECTION 13-12-13 . 2 -_ -_ G�o= G— — u -- L--- IG -N---- -D-- fA�- VISTA lSTA _...B_OG-_U_ LGE` V-- - ARD_ (PUBLIC.) 5 00 D BOOK 2,-PAGE 1 0�A O1 - ^ - --- - ��' -� , 4 G— G-o �,--O-- r I- = 4+005+00 .. 006 q -_----_______--_-_ --- 1889 20 _ .. _---------___ _ ._ 77 1 D _ HE i --ate`=�-- — c E — a = --= - -- aH -----o .,_ a oH_-= -� _ O EXISTING i W V) - - - - _ __ ---� a STRIPING i(TYP.) m 5 N �' D cn 22511-2340 � c� � � � F 2 AUGUSTUS PETE AND rn zW 225-10-0010 z D 6 D' ,_,, `;�, Do ���°° AUGUSTUS PETE A `` D N o co m x o� x��.� �! 5 AUGUSTUS, TONY & TINA A I ���Noo m + —�• + V) 00 I -- Z n m w p cn o W -I D oo �Q• �00 D D� — -w j JT RS AN �,_�� AUGUSTUS, TONY & TINA A N N —�� _ - � n I I O / D SAKALI, PIERRE & JT/RS AND SAKALI, PIERRE & �m_v� c =� c =� 1-4 JABBOUR, ROGINA AND ET AL JABBOUR, ROGINA AND ET AL j Two working days before you dig, CALL FOR THE BLUE STAKES 1-800-782-5348 1-800—STAKE—IT Blue Stake Center i 71.6' PAVE�V►E WI TH �1 I �I a i i i EXISTING ' ? STRIPING; (tYP.) 1 2355' AbOT RIGHT-,OF=WAY 1 ' - W----- -d---- w � I j 2 I 6" AC, ADOT 3/4" MIX 3" CLASS 2 ABC @ 100% COMPACTION 8 SUBGRADE `�/j j\�O//\j'�%//O\!O\% 95% COMPACTION i - i I--' TYPICAL PAVEMENT SECTION SCALE: 1"= 1' PAVEMENT SURFACE a CLASS S CONCRETE 611 B CONCRETE HEADER SCALE: 1 = 1' 6" 2" R. '1 PAVEMENT SECTION 6" 14" a a 9 1/2" CONCRETE VERTICAL CURB TYPE 2, H=6" SCALE: NTS A 1. A GEOTECHNICAL ENGINEERING INVESTIGATION, INCLUDING RECOMMENDATIONS FOR GRADING PROCEDURES HAS BEEN PREPARED BY PATTISON EVANOFF ENGINEERING, LLC. ALL EARTHWORK OPERATIONS SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED IN SAID REPORT AND ANY AMENDMENTS MADE THERETO --DATED 14 JUNE 2006, PATTISON EVANOFF PROJECT NO. 06-216. 2. THE SOILS ENGINEER SHALL OBSERVE INSPECT AND TEST ALL CONSTRUCTION OPERATIONS, INCLUDING BUT NOT LIMITED TO: CLEARING, GRUBBING, SUBGRADE PREPARATION, STRUCTURAL, TRENCH EXCAVATION AND BACKFILL, MATERIAL TESTING, TOGETHER WITH PLACEMENT OF FILL. SAID 1 �� CALE: 1 =3O ENGINEER SHALL CERTIFY IN WRITING, THAT ALL SOILS OPERATIONS AND MATERIALS USED FOR THIS DEVELOPMENT WERE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS AS SET FORTH IN THE - -- GEOTECHNICAL INVESTIGATION OF RECORD AND ARE IN CONFORMANCE WITH THE ACCEPTED PLANS AND SPECIFICATIONS. CERTIFICATION, IN WRITING, IS TO BE RECEIVED BY THE TOWN OF ORO VALLEY PRIOR TO THE REQUEST FOR FINAL INSPECTION AND RELEASE OF ASSURANCES. 3. THE CONTRACTOR SHALL RETAIN THE SERVICES OF AN INDEPENDENT ENGINEERING TESTING LABORATORY ACCEPTABLE TO THE OWNER TO PROVIDE THE CONSTRUCTION TESTING OF THE PROJECT EARTHWORK, ASPHALT PAVEMENT AND CIVIL CONCRETE. THE GEOTECHNICAL ENGINEER SHALL VERIFY THAT INITIAL SITE CONDITIONS CONFORM WITH THE PLANS AND SHALL NOTIFY THE OWNER OF ANY DISCREPANCIES OBSERVED SHOULD \STA 523+64.61, EXISTING ANY SOIL CONDITION ON THE SITE BE SUSPECT OF DETRIMENTAL SR 77 CONST. CENTERLINE CHARACTERISTICS. THE OWNER SHALL BE NOTIFIED OF CONCERNS AT LEAST =STA 10+00.00, EXISTING TWENTY-FOUR (24) HOURS BEFORE CONSTRUCTION IS SCHEDULED TO --- LINDA VISTA CENTERLINE BEGIN ON THE AFFECTED AREA. ------ 4. DURING THE COURSE OF CONSTRUCTION, TEST RESULTS SHALL BE SUBMITTED TO THE OWNER WHICH INDICATE IF WORK IS BEING DONE IN CONFORMANCE WITH THE PLANS AND SPECIFICATIONS. I FND BCSM STAMPED "LS359c CENTER 1/4 SECTION 1/3-12-13 Two working days before you dig, CALL FOR THE BLUE STAKES 1-800-782-5348 1-800—STAKE—IT Blue Stake Center 224-31-011G FIRST AMERICAN TITLE TR 5656 011E 3 I•i r � I ►' �I U C�1 �j cm z c� U Q I I w w 527- LQ j � U _:.,I O CL o C) :� i IN�Evv BUTS�A4 PER ADOT i 'STANDARD C-05.5Q 20+0 I I I I 71. �'�' PAVE'E WIDTH I 1 I EXISTING i 1 11 STRIPING'( YP.) „ 25+nra 1 1 235' ADOT RIGHT�,OF W,, w--+ _ W__--- 2 I II EXISTING STRIPING jYP.) +00 i i i I i l 9 i SCALE: 1"=30' KEYNOTES O EXISTING PAVEMENT TO REMAIN IN PLACE. O EXISTING CURB TO REMAIN IN PLACE. 03 EXISTING CULVERT TO REMAIN IN PLACE:. 04 EXISTING SIDEWALK TO REMAIN IN PLACE. 5 O EXISTING CURB ACCESS RAMPS TO REMAIN IN PLACE. NEW 6" ASPHALTIC CONCRETE (AC) PAVEMENT OVER 3" AGGREGATE BASE COURSE (ABC) WITH A MINIMUM OF 8" SCARIFIED AND RECOMPACTED SUBGRADE. SEE DETAIL AO, SHEET 2. --- O7 SAWCUT (FULL DEPTH) INTO THE EXISTING AC PAVEMENT. REMOVE EXISTING ASPHALT, TACK AND JOIN. ------ O NEW CONCRETE HEADER. SEE DETAIL O, SHEET 2. O9 NEW CONCRETE SIDEWALK ACCESS RAMP WITH 2' WIDE DETECTABLE WARNING STRIP PER PC/COT STD 207. 10 NEW 6" CONCRETE VERTICAL CURB, TYPE 2. SEE DETAIL ©, - SHEET 2. 11 NEW TYPE D-3 CURB & GUTTER PER ADOT STANDARD C-05.10. 12 NEW 9" CONCRETE PAVEMENT PER ADOT STANDARD C-05.50. 13 NEW CONCRETE SIDEWALK PER ADOT STANDARD C-05.20, 14 NEW CULVERT PER SEPARATE PLAN AND PERMIT. _ 15 NEW SIDEWALK PER SEPARATE PLAN AND PERMIIT. 16 NEW SIDEWALK ACCESS RAMP PER SEPARATE PLLAN AND PERMIT. `� 17 NEW AC PAVEMENT PER SEPARATE PLAN AND PERMIT. 18 NEW CURB PER SEPARATE PLAN AND PERMIT. 19 REMOVE CURB AND GUTTER TO NEAREST CONSTRUCTION JOINT (FULL DEPTH SAWCUT MAY BE REQUIRED), 20 EXISTING TRAFFIC SIGNAL TO REMAIN. 21 EXISTING TRAFFIC POLE AND MAST ARM TO RENJIAIN. l 22 EXISTING RIP RAP TO REMAIN. NEW PRIVATE DETENTION BASINS PER SEPARATE PLAN EXISTING 8" VCP SEWER MILEPOST 78 . ;STA 524+61 14 ;' FND ADOT I ANGLE IRO STA, 524+69.29 STA 525,+00 j 5�.5V RT ;' FUTURE _ _ - ' IMPROVEMENTS PE �` ! 21 I - — ------ �' SEPARATE PLAN 100' HALF - RJG.HT ,---- I ______ 224-31-0'10E" i 20 #� 3 BOULDER ORO VALLEY L° tFNDACP 0 FND 1 2" REBAR STA ` PED "LS3007' 5 �y, TAGGED R.LS 35543 1 2 % d- d' 4 I - Al Cz 5 - t UUT' 1 +00 862.47' J 2+00 T = 2 41 E- -- 30.00 0 LI i A VI_Ss BOU`L YARD: P T _ _�._.n _ .J 2_pGE�30 D FND 2'` BRASS CAP ` IN.CONCRETE S.E. CORNER OF l T STA; 523+64R�1 EXISTINGt---- — _SECTION 13 SR 77 CONST. CENTERLINE i =STA 10+00.00, EXISTING LINDA VISTA CENTERLINE GENERAL NOTES - ADOT R.O.W. 1. riLL vvvR1\,)nHLL DC ulIlltu HINU UUNJl KUCI ED IN ACCURDANCE WITH ARIZONA DEPARTMENT OF TRANSPORTATION (ADOT) 2008 EDITION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, MAY 2012 CONSTRUCTION STANDARD DRAWINGS, SIGNING & MARKING STANDARD DRAWINGS AND TRAFFIC SIGNALS & LIGHTING STANDARD DRAWINGS ALONG WITH ALL CURRENT REVISIONS. 2. TRAFFIC SHALL BE PROTECTED IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), 2009 EDITION, THE ARIZONA SUPPLEMENT MODIFICATIONS DATED JANUARY 13, 2012, AND THE ADOT TRAFFIC CONTROL DESIGN GUIDELINES. ALL SIGNS, PLACEMENT OF SIGNS, THE NECESSITY OF FLAG PERSONS AND UNIFORMED OFFICERS ARE THE RESPONSIBILITY OF THE PERMITTEE. 3. THE CONTRACTOR SHALL STRIPE THE PROJECT ROADWAY IN ACCORDANCE WITH THE CURRENT EDITION OF THE SIGNING AND MARKING STANDARD DRAWINGS, (M&S - SERIES) AND THE STRIPING PLANS. 4. THE INFORMATION ON THESE DRAWINGS SHOWING THE TYPE, SIZE AND LOCATION OF EXISTING UTILITIES IS BASED ON THE BEST INFORMATION AVAILABLE. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION AND DEPTH OF ALL UNDERGROUND FACILITY. 5. ALL RIGHT OF WAY MARKERS, DISTURBED, DESTROYED OR REMOVED SHALL BE REPLACED BY A R.L.S. PER CONSTRUCTION STANDARD DRAWING C-21.10. MONUMENTS THAT ARE RE-ESTABLISHED SHALL BE RECORDED AT THE APPROPRIATE COUNTY RECORDER'S OFFICE, AND A COPY OF THE CORNER RECORDATION DOCUMENTATION SHALL BE SUBMITTED TO THE ENGINEER AND ADOT R/W PLANS SECTION WITHIN FIVE WORKING DAYS OF RECORDATION. 6. ALL WORK NOT IN CONFORMANCE WITH THESE PLANS AND ADOT SPECIFICATIONS SHALL BE REMOVED AT THE CONTRACTOR'S EXPENSE. 7. ALL DISTURBED AREAS SHALL BE SEEDED PER ADOT SPECIFICATIONS. 8. ADOT MAY MAKE PERIODIC SITE INSPECTIONS AND RESERVES THE RIGHT TO REVISE THE LOCATION OF SEDIMENT TRAPPING DEVICES AND THE TYPES OF STRUCTURAL CONTROLS AS THE FIELD CONDITIONS DICTATE. THE CONTRACTOR AGREES TO IMPLEMENT ANY SUCH REVISIONS AT ADOT REQUEST. 9. ADOT REQUIRES STRIPING OBLITERATION TO BE TESTED FOR LEAD BASED PAINT BY PROJECT OWNER PRIOR TO OBLITERATION. IF TEST RESULTS ARE BELOW POLICY THRESHOLD LIMITS, NO FURTHER ACTION WILL BE REQUIRED. PLEASE SUBMIT TEST RESULTS ASAP FOR FURTHER GUIDANCE. 10. ALL NATIVE PLANTS IN THE RIGHT OF WAY SHALL BE TAGGED AND RELOCATED WITHIN THE RIGHT OF WAY PRIOR TO START OF CONSTRUCTION. 11. CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED BY GOVERNMENTAL AGENCIES EXCEPT THE ADOT ENCROACHMENT PERMIT. THE OWNER SHALL OBTAIN THE ADOT ENCROACHMENT PERMIT. 12. NO ADDITIONAL DRAINAGE FLOWS WILL BE ADDED TO THE EXISTING FLOWS WITHIN THE STATE RIGHT OF WAY AS A RESULT OF THIS PROJECT. 13. ALL REVISIONS TO THESE PLANS MUST BE APPROVED BY THE ARIZONA DEPARTMENT OF TRANSPORTATION PRIOR TO CONSTRUCTION. 14. AGGREGATE BASE COURSE SHALL CONFORM TO ADOT STANDARD SPECIFICATION SECTION 303. 15. ASPHALTIC CONCRETE SHALL CONFORM TO ADOT STANDARD SPECIFICATION SECTION 409, 4" MIX. 16. ALL CONCRETE SHALL CONFORM TO ADOT STANDARD SPECIFICATION SECTION 1006, CLASS B, 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. 17. ALL CUT AND FILL SLOPES SHALL BE 6:1 OR FLATTER IN ADOT RIGHT-OF-WAY AND NO HIGHER THAN 5 FEET. 18. UPON COMMENCEMENT OF WORK, TRAFFIC CONTROL DEVICES SHALL BE POSTED AND MAINTAINED BY THE CONTRACTOR UNTIL SUCH TIME AS THE WORK IS COMPLETED. ALL WARNING SIGNS, BARRICADES, ETC. SHALL CONFORM TO ADOT STANDARD SPECIFICATION SECTION 701. DATE: 05/30/14 SITE ADDRESS 11 9600 N. ORACLE ROAD SCALE: 1 =30I ORO VALLEY, ARIZONA 85737 C.1.: 1 FOOT A PORTION OF LOT 4 OF SECTION 13, T. 12 S., R. 13 E., G. & S. R. M., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA. CYPRESS PROJECT NO: 13.007 CY _SS CIVIL DEV LOPMENT OWNER DEVELOPER ARCHITECT BOULDER ORO VALLEY LLC STG DESIGN PO BOX 43426 1820 EAST RIVER ROAD, SUITE 230 TUCSON, ARIZONA 85733 TUCSON, ARIZONA 85718 ATTN: MR. ROSS RULNEY ATTN: LEON WESTERBECK P: (520) 850-9300 P: (520) 577-9511 E: ROSSRULNEY@GMAIL.COM E: LWESTERBECK@STGDESIGN.COM OFF -SITE IMPROVEMENT PLAN for EL CORREDOR: SR 77 (ORACLE ROAD) AND LINDA VISTA BOULEVARD site plan (2) ----� _ NO. I DATE I REVISION BY 2102 north country club road suite #9 tucson, arizona 85716 p: 520.991.5213 e: kmhall@cypresscivil.com �s 0613012 3 OF 6 _u II 1 �J m `--`gym m 4xIt 0Wz I' cc z o W LLJ U U00 J cc Q, a zo CC n 0 0�� cit FND BCSM f ` __ _____ -_-� -- /� •; — STAMPED "LS35980Y CENTER 1/4 ~� 524 SECTION 13-12-13 ----- - `° STA 523+64.51, EXISTING SR 77 CONST. CENTERLINE =STA 10+00.00, EXISTING LINDA VISTA CENTERLINE +0,0 -- - -- ------- - ry` �n . M_, FND BCSM STAMPED "LS35980 CENTER 1/4 SECTION 13-12-13 TOWN OF ORO VALLEY GENERAL NOTES FOR PAVEMENT MARKING 1. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE 2003 EDITION OF THE PIMA j COUNTY/CITY OF TUCSON STANDARDS AND SPECIFICATIONS. I 2. THE PERMANENT PAVEMENT MARKINGS MAY BE MODIFIED AS DIRECTED BY THE ENGINEER. 3. ALL LANE DIMENSIONS ARE FROM CENTER OF LANE LINE, CENTER OF DOUBLE LANE LINE, f FACE OF CURB, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. I i� jjI 4. THE PAVEMENT MARKING DRAWINGS ARE SCHEMATIC ONLY. THE CONTRACTOR SHALL FOLLOW ALL DIMENSIONS, DETAILS, AND STANDARDS WHEN INSTALLING PAVEMENT STRIPING, MARKINGS, AND MARKERS. 1 5. THE FINAL LONGITUDINAL STRIPING SHALL BE 60 MIL.(0.060") THICK HOT -SPRAYED i 1 THERMOPLASTIC REFLECTORIZED STRIPING PLACED OVER THE TEMPORARY STRIPING WITHIN 14 TO 30 CALENDAR DAYS AFTER COMPLETION OF THE FINAL PAVEMENT SURFACE, f OR AS DIRECTED BY THE ENGINEER. ALL OTHER MARKINGS SHALL BE APPLIED AT THE SAME ' TIME. THE TEMPORARY STRIPING SHALL BE PAINT AND SHALL BE INSTALLED WITHIN 72 HOURS FOLLOWING COMPLETION OF FINAL PAVEMENT SURFACE OR AS DIRECTED BY THE (` :I ENGINEER. I • --- I STA 13+4 / 7.47 DRIVEWAY -------_- CENTERLINE (I 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAYOUT AND INSTALLATION OF PAVEMENT MARKINGS ON FINAL SURFACE COURSE FOLLOWING CONTROL POINTS THAT HAVE BEEN SET NO MORE THAN 50 FEET APART ALONG THE LINES TO BE STRIPED. THE LAYOUTAND INSPECTION OF ALL PAVEMENT MARKINGS SHALL BE APPROVED BY THE ENGINEER INSPECTION PRIOR TO THE APPLICATION OF MATERIALS. 7. THE (CONTRACTOR SHALL CLEAN THE ROADWAY SURFACE TO THE SATISFACTION OF THE ENGINEER BY SWEEPING AND AIR -JET BLOWING IMMIEDIATELY PRIOR TO THE PLACEMENT OF ALL PAVEMENT MARKINGS. THE TEMPERATURE SHALL NOT BE LESS THAN 50 DEGREES F FOR THE IPLACEMENT OF HOT SPRAYED THERMOPLASTIC STRIPING, AND 40 DEGREES F FOR THE PLACEMENT OF RPMs. 8. ALL RAISED PAVEMENT MARKERS (RPMs) SHALL BE INSTALLED SO THAT THE REFLECTIVE FACE OF EACH MARKER IS FACING THE DIRECTION OF TRAFFIC AND IS PERPENDICULAR TO THE DIRECTION OF TRAFFIC FLOW. TYPE C PAVEMENT MARKERS SHALL BE INSTALLED SO THAT THE CLEAR REFLECTIVE FACE OF EACH MARKER IS FACING APPROACHING TRAFFIC AND PERPENDICULAR TO THE DIRECTION OF TRAFFIC FLOW. 9. BLUE RAISED PAVEMENT MARKERS SHALL BE PLACED ADJACENT TO FIRE HYDRANTS AS SHOWN ON SHEET 7-1 OF THE PCDOT/TDOT PAVEMENT MARKING DESIGN MANUAL. 10. FORALL CONSTRUCTION, ALL PAVEMENT MARKINGS SHALL BE INSTALLED AND SHALL BE PAID FOR BY THE PROJECT OWNER/DEVELOPER. 11. FINAL INSPECTION/ACCEPTANCE OF PAVEMENT MARKINGS SHALL BE PERFORMED BY THE ENGINEER. uu --- 0 r1r U.)cn STAMPED "LS 13 cn + + r- + O0 —+ p7 rn rr7 4 4. r, ❑ ❑ p a° e 1 5 �, m rn 5 8 NWOW � 1 1aoo° o^,^° i - a -- -- _ -1 1, 00 862.47 12+00 r' 13+00 �. +00 -;� ,, , S000 02141II E -- ---- - 6 00 0' 30.0 g LINDA VISTA BOULEVARD PUBLIC) 9 _ -------- g t' f`'yb BOOK 2 PAGE 130 ROAD MAP 10 3 —-------- -------%` -, o — — — — — — — — — — t' ' a /_� _ O -- ----- m -cn — - v_ m oo - EXISTING 'SPEED 01O cn O( �� A D - FND`,2" BR,�1S CAP' � LIMIT' SIGN TO D O �-' cn cn w I� N 'n w crl IN..CONCRE fi� G)z�v REMAIN ` �-_ z�n Ln D �-+ Ln+ j `m0 w OD �, w S.E. F 0=5 + '-__ + zZ SECTION 1 =Oz w �Oz m G�0 mom v z-iG) 4�:. rnOm v EXISTING "NO OUTLET" SIGN TO REMAIN ---� V !' EXISTING / J iim � ! � � /��.�G/����'1'�!1.��`,•! BUILDING � � ro e a z W z - - --- - - uY -- --- --- - • 4--� -- -- --- --- ------J---- - f C z I s ` [ z cn --- --- --- --- --- w Lu Ln _ -- o _-_ CC �IJIJBLIC)AAOULEVARD= o0u M,B00K 2; PAGE 130 ROAD MAP /CC v O ; z 9 5 N 6+00 - _.. ___. -_ — -- ___ . ___ 1889.20 N. HAZARD SIGN EXISTING — _ �- -..-. _ �_ ___._ _____ _._ __ _----- _ __--_ _. __ N �— TO REMAIN _ _�-_-____.,_ _.___. -___ _ ...;..__ - ___F,, ___ __.. 4 ----_v_- ��_ -�� __ . v .� - - - - - _ _ _ 5 1 g \ EXISTING EXISTING 'TRAFFIC V - - - 4 ° . STRIPING (TYP.) SIGNAL' + "SIGNAL D z -- _----- -__-- ' C rn Cn V, , AHEAD" SIGN TO ���Z, REMAIN cn _ o -i ;;0 00 -- +° IEIra� 1 ►� —rn v z z 60 M00 KEYNOTES 01 NEW 8" SOLID WHITE STRIPING (WS8). 6O EXISTING 'SUN TRAN BUS STOP' +'NO PARKING' SIGN TO BE O2 NEW 8" DASHED WHITE STRIPING (WG8 (2x6)). RELOCATED. 77 RELOCATED'SUN TRAN BUS STOP' +'NO PARKING' SIGN. 03 NEW PEDESTRIAN CROSSING SIGN (W11-2 + W16-9p). 8O NEW PAVEMENT RIGHT -TURN ARROW PER SHEET 2-9 AND 2-10 O4 EXISTING STRIPING TO REMAIN. OF PIMA COUNTY PAVEMENT MARKING DESIGN MANUAL. 05 EXISTING STRIPING TO BE OBLITERATED. LOCATION APPROXIMATE. 9O NEW 12" SOLID DOUBLE YELLOW STRIPING (YS12). 10 NEW 12" DASHED SINGLE YELLOW LINE (YG12 (2x6)). Two working days before you dig, CALL FOR THE BLUE STAKES 1-800-782-5348 1-800—STAKE—IT Biue Stake Center 1 SCALE: 1"=30' ,STA 523+64.51, EXISTING SR 77 CONST. CENTERLINE =STA 10+00.00, EXISTING LINDA VISTA CENTERLINE SCALE: 1"=30' PAVEMENT MARKINGS NOTES - ADOT R.O.W. SIGNING NOTES - ADOT R.O.W. I I I I I I FND BCSM v STAMPED "LS3598 CENTER 1/4 SECTION 13-12-13 :••2, PAGE 130 ROAD A' JTwo working days before you dig, CALL FOR THE BLUE STAKES 1-800-782-5348 1-800-STAKE-IT 11IBlue StaKe Center SCALE: 1"=30' 1 0 EXISTING; ,'I STRIPING; (;YP.) 0 W i J m �Qm ��:m C � �r(D Q w_ Of zLU Ww Uj CC U J 00 V �a zo AO � a L + t I FA 25+0 I ? 235' AD'OT RIGHT-OF-V1/Ay Ii I 5 52 27+0 ----------------- all T`"`�, EXISTING - - - STRIPING (TYP.) _-__ � �------STA-52-3+64.? SR 77 CONST -STA 10+00: L LINDA VISTAZ, 1. ALL WORK TO BE DONE WITHIN THE ADOT RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ADOT SIGNING AND MARKING STANDARD DRAWINGS. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THE FINAL SURFACE COURSE IS PLACED SO THAT THE STRIPING IS OFFSET 1-FOOT CLEAR OF THE CONSTRUCTION JOINT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 3. THE DIMENSIONS SHOWN TO PAVEMENT STRIPING ARE TO THE CENTER OF THE STRIPING OR, IN THE CASE OF DOUBLE STRIPING, TO THE CENTER OF THE DOUBLE STRIPING. 4. THE FINAL STRIPING SHALL BE 90 MIL, (0.090 INCH) THICK ALKYD EXTRUDED THERMOPLASTIC REFLECTORIZED STRIPING PLACED OVER THE EXISTING STRIPING 30 DAYS AFTER COMPLETION OF THE FINAL PAVEMENT SURFACE, OR AS DIRECTED BY THE ENGINEER. ALL OTHER MARKINGS SHALL BE APPLIED AT THE SAME TIME. 5. THE FINAL STOP BAR AND PAVEMENT ARROWS SHALL BE WHITE 90 MIL (0.090 INCH) THICK ALKYD EXTRUDED THERMOPLASTIC REFLECTORIZED MARKINGS. 6. THE CONTRACTOR SHALL CLEAN THE ROADWAY SURFACE TO THE SATISFACTION OF THE ENGINEER, BY SWEEPING AND AIR -JET BLOWING, IMMEDIATELY PRIOR TO THE PLACEMENT OF ALL PAVEMENT MARKINGS. THE ROADWAY SURFACE SHALL BE DRY AND THE AIR AND PAVEMENT MARKING TEMPERATURES SHALL NOT BE LESS THAN 55 DEGREES F FOR THE PLACEMENT OF THERMOPLASTIC MARKINGS. a 7. ALL RAISED PAVEMENT MARKERS SHALL HAVE AN ABRASION RESISTANT COATING ON THE FACE OF THE PRISMATIC REFLECTORS AND SHALL CONFORM TO THE DETAILS OF STD. DWG. M-19. THEY SHALL BE INSTALLED WITH A BITUMINOUS ADHESIVE THAT IS ON THE ADOT APPROVED PRODUCTS LIST. ______ _ 8. WHERE RAISED PAVEMENT MARKERS ARE PLACED BETWEEN DOUBLE YELLOW STRIPING, THEY SHALL BE CENTERED IN THE 6-INCH GAP BETWEEN LINES. WHERE RAISED PAVEMENTS ---------- MARKERS ARE PLACED ALONG SOLID WHITE STRIPING, THE NEAREST EDGE OF EACH MARKER -------------- SHALL BE OFFSET 2" FROM THE NEAREST EDGE OF THE STRIPING ON THE SIDE OF THE THROUGH LANE. FOR BROKEN WHITE OR YELLOW STRIPING, THE MARKERS SHALL BE PLACED ------ TO ALIGN WITH THE BROKEN STRIPING. 9. WHEN STRIPE OBLITERATION IS NECESSARY, IT SHALL BE ACCOMPLISHED BY WATER BLASTING. -" IF THE EXISTING SURFACE IS DAMAGED DUE TO THE OBLITERATION, A NEW SURFACE COURSE _ SHALL BE PLACE AS DIRECTED BY ADOT. PAVEMENT WHERE OBLITERATION OCCURS SHALL BE SEALED BY SEAL MASTER SEALANT IF THE PAVEMENT IS IN ACCEPTABLE CONDITION. 10. ALL RAISED PAVEMENTS MARKERS SHALL BE INSTALLED SO THAT THE REFLECTIVE FACE OF EACH MARKER IS FACING THE DIRECTION OF TRAFFIC AND IS PERPENDICULAR TO THE DIRECTION OF TRAFFIC FLOW. 11. THREE WORKING DAYS PRIOR TO FINAL STRIPING LAYOUT, PLEASE CONTACT ADOT TUCSON REGIONAL SIGNING AND STRIPING SECTION AT 520-838-2828, XAVIER CASILLAS OR GARY HACK, TO COORDINATE THE LAYOUT INSPECTION. KEYNOTES 1O NEW 8" SOLID WHITE STRIPING (WS8). O2 NEW 8" DASHED WHITE STRIPING (WG8 (2x6)). O3 NEW PEDESTRIAN CROSSING SIGN (W11-2 + W16-9p) O EXISTING STRIPING TO REMAIN. O5 EXISTING STRIPING TO BE OBLITERATED. FA I L - 862.47, I C ITT IN G \ITERLINE ?>tSTING TERLINE FND 2" BRASS C, IN CONCRETE S.E. CORNER OF SECTION 13 1. ALL SIGNS SHALL BE IN COMPLIANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), THE ADOT SIGNING AND MARKING STANDARD DRAWINGS, AND THE TRAFFIC ENGINEERING MANUAL OF APPROVED SIGNS. 2. THE BOTTOM OF EACH SIGN SHALL BE AT LEAST 7 FEET ABOVE THE NEAREST EDGE OF PAVEMENT AND AT LEAST 7 FEET ABOVE THE GROUND UNDER THE SIGN. 3. THE CONTRACTOR SHALL INSTALL THE SIGNS SO THE NEAREST EDGE OF CORNER OF EACH SIGN IS OFFSET 12 FEET FROM THE NEATEST EDGE OF PAVEMENT, EXCEPT AS OTHERWISE INDICATED. 4. ALL SIGNS SHALL BE FABRICATED OF FLAT SHEET ALUMINUM WITH DIRECT APPLIED COPY OF SILK-SCREENED LEGEND. 5. ALL SIGNS SHALL BE INSTALLED ON NEW SQUARE TUBE POSTS WITH FOUNDATIONS AS INDICATED ON STD. DWG. S-1 AND S-3 WITH TWO NUTS PER BOLT. 6. ALL BOLTS USED TO INSTALL SIGNING SHALL HAVE HEX HEADS, NOT SLOTTED HEADS. 7. 'THE CONTRACTOR SHALL USE ONLY CADMIUM -PLATED OR ZINC -PLATED STEEL WASHERS, NOT NYLON WASHERS, BETWEEN EACH BOLT HEAD AND THE FACE OF THE SIGN PANEL. 8. 'THE RETRO-REFLECTIVE SHEETING ON ALL NEW SIGNS SHALL BE THE CRITERIA ESTABLISHED TYPE IX OR XI SHEETING IN ACCORDANCE WITH ASTM D4956. ALL YELLOW SHEETING SHALL BE FLUORESCENT YELLOW. 9. 'THE CONTRACTOR SHALL PRESERVE ALL ROADWAY SIGNS, SIGN SUPPORTS, OBJECT MARKERS, AND MILEPOST MARKERS, AND SHALL REPLACE WITH NEW ANY SIGNS, SIGN SUPPORTS, AND MARKERS DAMAGED AS A RESULT OF THE CONSTRUCTION AT THE CONTRACTOR'S EXPENSE. 10. EXISTING SIGNS NOT SHOWN ON THE PLANS THAT DO NOT NEED TO BE REMOVED SHALL REMAIN. IF CONSTRUCTION ACTIVITIES REQUIRE THE REMOVAL OF SIGNS, TEMPORARY SIGNS SHALL BE PLACED AS NEAR AS POSSIBLE TO THE PREVIOUS LOCATION AS DIRECTED BY THE ENGINEER, UNLESS OTHERWISE SPECIFIED IN THE PLANS, UNTIL NEW SIGNS ARE INSTALLED. 11. SHOP DRAWINGS FOR ANY D-3 SIGNING WILL BE REQUIRED TO BE SUBMITTED TO XAVIER CASILLAS (520-838-2828) FOR APPROVAL PRIOR TO INSTALLATION. 12. UPON THE INSTALLATION OF EACH FINISHED SIGN, THE CONTRACTOR SHALL PLACE INFORMATION ON THE BACK OF SIGN AS SHOWN ON THE SIGN IDENTIFICATION DETAILS IN STD. DWG. S-13. 13. THREE WORKING DAYS PRIOR TO FINAL SIGNING LAYOUT, PLEASE CONTACT ADOT TUCSON REGIONAL SIGNING AND STRIPING SECTION 520-838-2828, XAVIER CASILLAS OR GARY HACK, TO COORDINATE THE LAYOUT INSPECTION. O6 EXISTING 'SUN TRAN BUS STOP' +'NO PARKING' SIGN TO BE RELOCATED. O7 RELOCATED'SUN TRAN BUS STOP' +'NO PARKING' SIGN. O8 NEW PAVEMENT RIGHT -TURN ARROW PER SHEET 2-9 AND 2-10 OF PIMA COUNTY PAVEMENT MARKING DESIGN MANUAL. LOCATION APPROXIMATE. O NEW 12" SOLID DOUBLE YELLOW STRIPING (YS12). 10 NEW 12" DASHED SINGLE YELLOW LINE (YG12 (2x6)). DATE: 05/30/14 SITE ADDRESS OWNER/DEVELOPER ARCHITECT 9600 N. ORACLE ROAD BOULDER ORO VALLEY LLC STG DESIGN SCALE: 111=30' ORO VALLEY, ARIZONA 85737 PO BOX 43426 1820 EAST RIVER ROAD, SUITE 230 TUCSON, ARIZONA 85733 TUCSON, ARIZONA 85718 ATTN: MR. ROSS RULNEY ATTN: LEON WESTERBECK P: (520) 850-9300 P: (520) 577-9511 C. I • • • E: ROSSRULNEY@GMAIL.COM E: LWESTERBECK@STGDESIGN.COM A PORTION OF LOT 4 OF SECTION 13, T. 12 S., R. 13 E., OFF -SITE IMPROVEMENT PLAN for G. & S. R. M., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA. EL CORREDOR: SR 77 (ORACLE ROAD) AND LINDA VISTA BOULEVARD CYPRESS PROJECT NO:13.007 signing + striping plan (2) NO. DATE I REVISION BY C Y SS CIVIL DEOPMENT �-�ZE . 2102 north country club road suite #9 tucson, arizona 85716 p: 520.991.5213 e: kmhall@cypresscivil.com '�0{esslo C 37624 0 KEVIN M. HALL o 11619 ✓ned R�ZONA,\)S Q 'b/cos W3012) 5 OF 6 SAWCUT EXISTING LINE PAVEMENT VARIES, 0'-12' 0 DOII VARIES 2°0 .. ar EXISTING PAVEMENT Two working days before you dig, CALL FOR THE BLUE STAKES 1-800-782-534 1-800—STAKE—IT Blue Stake Center .,.,eF,a,,,•.,n.ri.....- \NEW SIDEWALK NEW CONCRETE NEW CURB PAVEMENT & GUTTER BUS BAY CROSS SECTION EXISTING PAVEMENT SCALE: 1"= 5' 28'+ ..3.4% 0.5' NEW CURB/ NEW ASPHALT/ PAVEMENT 2 DRIVEWAY ENTRY CROSS SECTION SCALE: 1"= 5' NEW ASPHALT I VARIES. EXISTING GROUND �o LINDA VISTA PROFILE (4)ALONG CROWN LINE EAST SCALE: 1'= 20' 12' THRU/RIGHT TURN LANE ?� NEW ASPHALT PAVEMENT 2�0 VARIES, 0'-12' LEFT TURN LANE A 12' WESTBOUND THRU LANE 2.0g/_ LINDA VISTA CROSS SECTION WEST SCALE: 1'= 5' NEW ASPHALT PAVEMENT 3.2% DRIVEWAY GRADING DETAIL SCALE: 1"= 10' 6 LINDA VISTA PROFILE EAST SCALE: 1"= 20' VARIES, 15.6'-18.4' VARIES, 42.1'-44.0' 12 12' VARIES, 0'-12' VARIES, 6.6'-17.8'I EASTBOUND THRU LANE LEFT TURN LANE THRU/RIGHTTURN LANE i i 3 LINDA VISTA CROSS SECTION EAST SCALE: 1'= 5' EXISTING PAVEMENT GRADING DETAIL (BUS BAY) SCALE: 1"= 20' EXISTING PAVEMENT