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HomeMy WebLinkAboutOV120916IRRIGATION 1. GENERAL A. DRAWING IS SCHEMATIC, FOLLOW AS CLOSE AS PRACTICAL; MAKE NO CHANGES OR ALTERATIONS WITHOUT THE PRIOR APPROVAL OF THE OWNER OR HIS REPRESENTATIVE. B. THE CONTRACTOR SHALL VERIFY AVAILABLE WATER PRESSURE ON THE SITE, PRIOR TO BEGINNING WORK. IF THERE IS A DISCREPANCY BETWEEN THIS READING AND THE MINIMUM PRESSURE REQUIRED, AS NOTED ON PLAN, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER. C. THE CONTRACTOR SHALL COMPLY WITH ALL LAWS, RULES AND REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION OVER THE PREMISES; THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FOR THIS WORK. D. THE CONTRACTOR SHALL CAREFULLY STUDY THE DRAWINGS, AND SHALL CAREFULLY EXAMINE THE SITE, AND SHALL BE AWARE OF ALL EXISTING WORK AND CONDITIONS THAT COULD POSSIBLY AFFECT THE IRRIGATION WORK. E. THE ACT OF SUBMITTING A BID PROPOSAL FOR THE WORK REQUIRED AND INCLUDED IN THE CONTRACT IS EVIDENCE THAT THE CONTRACTOR HAS BECOME COMPLETELY FAMILIAR WITH ALL SITE CONDITIONS AND IS FAMILIAR WITH ALL REQUIREMENTS OF THE CONTRACT. F. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGES TO ALL WORK PREVIOUSLY PERFORMED BY OTHERS, AND SHALL REPAIR AT HIS OWN EXPENSE, ALL SUCH DAMAGE TO THE COMPLETE SATISFACTION OF THE OWNER. G. THE CONTRACTOR SHALL FURNISH A SYSTEM THAT PROVIDES COMPLETE COVERAGE TO ALL INTENDED AREAS. ADD ADDITIONAL EMITTERS AND ADJUST ALL EMITTERS TO PROVIDE FOR MAXIMUM COVERAGE AND EFFICIENCY. H. THE OWNER RESERVES THE RIGHT TO REJECT ANY MATERIALS OR WORKMANSHIP. I. THE CONTRACTOR SHALL REVIEW THE GENERAL CONDITIONS AND GENERAL REQUIREMENTS WHICH CONTAIN INFORMATION AND REQUIREMENTS THAT APPLY TO THIS SECTION. 2. SUBMITTALS A. PRIOR TO THE SUPPLY AND INSTALLATION OF ANY IRRIGATION EQUIPMENT, THE CONTRACTOR SHALL SUBMIT FOR APPROVAL, CATALOG CUTS AND TECHNICAL INFORMATION ON THE ITEMS LISTED BELOW: 1. PVC PIPE AND FITTINGS 2. EMITTERS 3. REMOTE CONTROL VALVE 4. IRRIGATION CONTROLLER 5. BACKFLOW PREVENTERS 6. VALVE BOXES 3. MATERIALS A. ALL MATERIALS SHALL BE NEW AND UNUSED AND SHALL HAVE A MINIMUM GUARANTEE OF ONE YEAR AGAINST DEFECTS AND DEFECTIVE WORKMANSHIP. B. MATERIAL SPECIFIED BY NAME AND/OR MODEL NUMBER SHALL BE INTERPRETED AS ESTABLISHING A SPECIFICATION FOR THE GENERAL TYPE, QUALITY, CONSTRUCTION AND CHARACTERISTIC OF THE PRODUCT DESIRED. ALL REQUESTS FOR SUBSTITUTION OF MATERIALS MUST BE SUBMITTED IN WRITING TO THE OWNER FIVE (5) DAYS PRIOR TO THE BID OPENING DATE. MATERIALS NOT SO SUBMITTED WILL NOT BE APPROVED FOR INSTALLATION. C. LOW VOLTAGE CONTROL WIRE SHALL BE NO. 14 UF, UL APPROVED. USE RED FOR CONTROL AND WHITE FOR COMMON. D. AUTOMATIC ELECTRIC REMOTE CONTROL VALVES SHALL BE PROVIDED WITH A THROTTLING STEM AND A MANUAL VENT. E. WIRE SPLICES SHALL BE COMPLETED WITH PEN-TITE TYPE UNITS. 4. INSTALLATION A. THE CONTRACTOR SHALL COORDINATE WITH ALL OTHER CONTRACTORS FOR THE PLACEMENT OF ALL NECESSARY SLEEVES, WIRE, PIPE AND CONDUIT. THE IRRIGATION CONTRACTOR SHALL FURNISH AND INSTALL ALL SLEEVES REQUIRED FOR THE IRRIGATION SYSTEM. B. THE CONTRACTOR SHALL MAINTAIN ONSITE, ONE CLEAN DRAWING THAT SHOWS NEATLY IN RED PENCIL, ALL CHANGES FROM THE DESIGN IN THE LOCATION OF PIPE, REMOTE CONTROL VALVES, CROSS CONNECTION CONTROL DEVICES, SPRINKLER HEADS, CONTROLLERS, AND ALL OTHER MAJOR COMPONENTS. TRANSFER ALL INFORMATION FROM THE PROGRESS "AS -BUILT" DRAWINGS TO REPRODUCIBLE DOCUMENTS REQUESTED FROM THE OWNER'S REPRESENTATIVE. THIS DRAWING SHALL BE SUBMITTED TO THE OWNER PRIOR TO SEEKING FINAL ACCEPTANCE OF THE SYSTEM. C. NO WIRE SPLICES PERMITTED BETWEEN IRRIGATION CONTROLLER AND REMOTE CONTROL VALVES. BUNDLE AND TAPE THE WIRE TO THE UNDERSIDE OF THE MAINLINE PIPE AT 30 FOOT INTERVALS. AT ALL LOCATIONS WHERE THE WIRE IS NOT UNDER THE MAINLINE PIPE, PLACE THE WIRE WITHIN A PVC PIPE CONDUIT AT MAINLINE PIPE DEPTH. D. USE LIQUID TEFLON OR TEFLON TAPE ON ALL THREADED CONNECTIONS. DO NOT USE PIPE DOPE ON PLASTIC THREADS. E. INSTALL ONLY ONE REMOTE CONTROL VALVE PER ACCESS BOX. The W W rW 4W% Engineering Planning Surveying Landscape Architecture Urban Design WI R --' - EW Offices located in Tucson, Phoenix, and Flagstaff, Arizona, Las Vegas, Neveda Group 4444 Bast Broadway Inc. Tucson, Arizona (520) 881-7480 F. PVC PIPE: 1. ALL GRADING IS TO BE TRUE TO CONTOURS SHOWN WITH REVERSE CURVE AT TOP 1. BURIAL DEPTH: MAIN LINE AT 24" SOIL COVER AND BOTTOM OF SLOPE TO ASSURE SMOOTH AND EVEN TRANSITIONS. THERE SHALL LATERAL LINE AT 18" SOIL COVER BE A CONTINUOUS SLOPE BETWEEN CONTOURS WITH ALL GRADES APPROVED BY OWNER 2. MINIMUM CLEARANCE FOR PIPES IN COMMON TRENCH SHALL BE 4". PRIOR TO PLANTING. 3. MINIMUM TRENCH WIDTH SHALL BE TWICE THE DIAMETER OF THE PIPE BEING INSTALLED THEREIN. 2. CONTRACTOR TO MEET EXTERIOR GRADES AT PROPERTY LINES AND IS RESPONSIBLE 4. USE PVC PRIMER ON ALL SOLVENT WELDED SURFACES. FOR FINISH GRADES IN LANDSCAPING AREAS. OWNER TO APPROVE ALL GRADES. 5. INSTALL ALL PIPE LINES WITHIN PLANTING AREAS, AT ALL 3. SHRUB BEDS ARE TO BE GRADED AND TERRACED AS NEEDED TO RETAIN IRRIGATION LOCATIONS POSSIBLE. WATER. 6. ALL PIPE PASSING UNDER WALKS, DRIVES, AND WALLS SHALL BE 4. CERTAIN PLANT MATERIALS SPECIFIED TO BE INSTALLED AS PART OF THE WORK 7. SLEEVED WITH PVC PIPE. BACKFILL MATERIAL SHALL BE ROCK FREE. BACKFILL IN 6" LIFTS SHALL BE TAGGED BY OWNER AT PLACE OF GROWTH: PRIOR TO AWARD OF CONTRACT. AND MECHANICALLY TAMP OR WATER IN. BACKFILLING SHALL BE A. ALL PLANT MATERIALS SHALL CONFORM TO NURSERY STANDARDS ACCORDING DONE IN SUCH A MANNER TO PREVENT FUTURE SETTLING. SHOULD TO THE AMERICAN ASSOCIATION OF NURSERYMEN, INC., AND SHALL BE FREE SETTLING OCCUR WITHIN ONE YEAR, THE CONTRACTOR SHALL MAKE FROM PESTS, EGGS, DISEASES, AND REPRESENTATIVE OF SPECIES IN SIZE, REPAIRS, AS DIRECTED, TO THE COMPLETE SATISFACTION OF THE QUALITY, FORM AND COLOR. PLANTS SHALL NOT BE ROOT BOUND, DAMAGED OWNER. OR SUBSTANDARD IN ANY WAY. ALL MATERIALS TO BEAR ORIGINAL LABELS. 8. PRESSURE TEST THE MAINLINE AT 100 PSI FOR TWO HOURS. PLACE B. OWNER SHALL REVIEW AND TAG ALL PLANT MATERIALS AT NURSERY AND ENOUGH SOIL TO PREVENT PIPE MOVEMENT, LEAVING VISIBLE ALL PRIOR TO PLANTING FOR CONFORMITY TO SPECIFICATIONS. THREADED AND SOLVENT WELD CONNECTIONS. ALL LEAKS SHALL BE REPAIRED OR FITTINGS REPLACED IF SO DIRECTED. C. ANY PLANT DEEMED SUBSTANDARD BY THE OWNER WILL BE REMOVED FROM 9. PRIOR TO INSTALLING EMITTERS, THOROUGHLY FLUSH ALL SITE AND REPLACED BY CONTRACTOR AT CONTRACTOR'S COST. PIPE LINES, CAP ALL RISERS AND TEST ALL LINES AT THE HIGHEST 5. TOP SOIL IS TO BE LOCAL, FRIABLE MATERIAL OF ACCEPTABLE QUALITY, FREE OBTAINABLE PRESSURE FROM EXISTING SOURCE. REPAIR ALL FROM EXTRANEOUS MATERIAL OVER 1" IN DIAMETER, WEEDS, CHEMICALS, SEEDS, DEFECTS. AND NOXIOUS MATERIAL. THE pH TO RANGE FROM 6.5 TO 8.4 AND PPM OF SALT G. INSTALL THE IRRIGATION CONTROLLER AT THE LOCATION SHOWN ON THE TO BE LESS THAN 1000. DRAWING, OR AS DIRECTED BY THE OWNER. 6. TREES AND SHRUBS TO HAVE SOILS SAUCER AS INDICATED. H. ALL PARTS OF THE IRRIGATION SYSTEM AND ASSOCIATED EQUIPMENT SHALL 7. CONTRACTOR TO GUARANTEE PLANT MATERIALS AS FOLLOWS: BE ADJUSTED TO FUNCTION PROPERLY AND SHALL BE TURNED OVER TO THE A. 15 GAL. AND LARGER - ONE YEAR OWNER IN FULL OPERATING CONDITION. THE CONTRACTOR SHALL MAINTAIN B. ALL OTHER PLANTS - SIX MONTHS THE IRRIGATION SYSTEM UNTIL FINAL ACCEPTANCE BY THE OWNER. C. UNIFORM STANDARD OF SEEDED AREAS WITH NO BARE I. THE CONTRACTOR SHALL REMOVE ALL ROCKS, EXCESS DIRT, AND DEBRIS, AREAS, THIN AREAS OR SPOTS. AND EQUIPMENT FROM THE SITE AT THE COMPLETION OF THE WORK. 8. FINISH GRADE FOR PLANTED AREAS SHALL BE 1" BELOW ALL CURBS, WALKS AND J. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR PAVING WITH SMOOTH EVEN LINES AT EDGES OF STRUCTURES. NON -PLANTED AREAS FROM DATE OF ACCEPTANCE OF THE SYSTEM BY THE OWNER. MAKE REPAIRS, TO BE RAKED AND COMPACTED AS NOTED AND LEFT SMOOTH AND EVEN WITH FINISH AS DIRECTED, AT NO EXPENSE TO THE OWNER. GRADE 1 BELOW ALL STRUCTURES. K. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL FURNISH TO THE 9. PLANTING HOLES ARE TO BE 2 X ROOT BALL WIDTH AND 1-1/2 X ROOT BALLDEPTH. BACKFILL WITH 3/4 SITE SOIL AND 1/4 ORGANIC AMENDMENT. OWNER IN A THREE RING BINDER: 1) COMPLETE CONTROLLER OPERATION AND PARTS MANUAL: 2) COMPLETE ELECTRIC CONTROL VALVE PARTS SHEETS: 10. SIZES, QUANTITY, TYPES OF PLANTS TO BE SHOWN ON DRAWINGS. 3) PARTS SHEETS FOR EACH TYPE OF EMITTER:. 11. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS, COORDINATION, SCHEDULING, UTILITY VERIFICATION AND DAMAGES TO OTHER TRADES, AND UTILITY DAMAGE. LANDSCAPE PLAN: HAMPTON INN & SUITES ORO VALLEY MARKETPLACE RV-N4 ORO VALLEY, ARIZONA Project LANDSCAPE PLAN SPECIFICATIONS Sheet Title 12. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND ANY DISCREPANCY IS TO BE REPORTED TO OWNER PRIOR TO WORK IN THAT AREA. 13. CONTRACTOR SHALL INSURE PROPER DRAINAGE IN ALL PLANT HOLES. 14. ALL TREE AND SHRUB PLANTS TO RECEIVE AGRI-FORM TABLETS AS PER MANUFACTURER INSTRUCTIONS, AND IN ACCORDANCE WITH THE FOLLOWING TABLE- 1 GAL. - (2) 5 GRAM TABLETS 5 GAL. - (4) 5 GRAM TABLETS 15 GAL. - (12) 5 GRAM TABLETS 24 INCH AND LARGER - (18) 5 GRAM TABLETS 15. ALL PLANT MATERIALS SHALL BE PROPERLY STORED AFTER DELIVERY TO PROTECT THEM FROM WEATHER OR OTHER CONDITIONS WHICH COULD CAUSE DAMAGE. CONTRACTOR IS LIABLE FOR REPLACEMENT OF DAMAGED MATERIAL WITH LIKE MATERIAL FROM SAME SUPPLIER. 16. LAYOUT PLANTS AT LOCATIONS SHOWN ON THE DRAWINGS. USE 12" STAKES: COLOR CODED FOR EACH SPECIES OF PLANT. STAKE EACH TREE AND MAJOR SHRUB. 17. CONTRACTOR IS RESPONSIBLE FOR PRESERVATION AND WATERING OF ALL EXISTING PLANT MATERIALS TO REMAIN. FENCE OFF PLANT MATERIALS DURING CONSTRUCTION PERIODS TO AVOID DAMAGE. CONTRACTOR SHALL PAY FOR LIQUIDATED DAMAGES DUE TO PLANT MATERIALS LOST OR DAMAGED DURING CONSTRUCTION. 18. CONTRACTOR TO MAINTAIN ALL LANDSCAPE AREAS FOR A MINIMUM OF 90 DAYS AFTER COMPLETION OF PROJECT. 19. PROVIDE PROTECTION TO ALL PLANTS FROM RABBITS, INSECTS AND OTHER PESTS. LANDSCAPE PLAN FOR LOTS 1 & 2 AND A PORTION OF LOTS 3 & 5 OF ORO VALLEY MARKETPLACE RANCHO VISTOSO-NEIGHBORHOOD 4 BEING A PORTION OF SECTION 31, T11S, R14E, G&SRM, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA OV12-XX-XX No. Date Item Revisions Scale N/A .lob No. 1 850.50WJ01 Date OCTOBER 6, 2009 Designed By PNR Checked By GI G Two working days before you dig CALL FOR THE BLUE STAKES 1_8W_782-A Blue Stake Center Sheet of z I L,J U IZ I- LiJ Lii 0 Of 0 LL_ 0 in LLI i- V) z z z IZ LLJ I c) crn z 0) 70 J C 0 C. E co os c 0 n. E m _ 0 LO 0 Ln ao W oA GENERAL NOTES: 0 1. THE GROSS AREA OF DISTURBANCE INCLUDING ACCESS ROAD IS 3.07 ACRES. 25. DEVELOPER WILL INSTALL ALL LIGHTING IN CONFORMANCE TO ORO VALLEY THE GROSS AREA OF THIS DEVELOPMENT IS 2 53 ACRES LIGHTING CODE NIGHT HGHTING INCLUDING SIGNAGE WILL BE DIMMED TO 2. NET BUILDING AREA = 22,689 SQ. FT. THE GREATEST EXTENT ENABLED BY THE OVZCR LIGHTING CODE. FLOOR AREA RATIO CALCULATION 26. THIS DEVELOPMENT PLAN IS SUBJECT TO THE GENERAL NOTES AND MAXIMUM ALLOWED: 0.3(2.53 ACRES) = 0.76 ACRES CONDITIONS OF THE DEVELOPMENT PLAN/PRELIMINARY PLAT FOR ACTUAL: 22,689 S.F. OR 0.52 ACRES ORO VALLEY MARKETPLACE, CASE NO. OV-12-04-30. 0.52 ACRES/2.53 ACRES = 20.6% "ORO 27. LANDSCAPING THAT FALLS WITHIN THE SIGHT VISIBILITY TRIANGLES (SVT) SHALL 3. EXISTING ZONING: RV PAD C-2 VALLEY MARKET PLACE„ BE A MAXIMUM OF 30" HIGH OR PROVIDE A 6' WINDOW OF CLEARANCE. 4. MINIMUM AREA OF LANDSCAPE OPEN SPACE REQUIRED = 10% (0.25 ACRES) 28. ALL-WEATHER ACCESS WILL BE PROVIDED TO ALL STRUCTURES WITHIN THIS DEVELOPMENT. PROVIDED =18% (0.46 ACRES) 29. DRAINAGE STRUCTURES SHALL BE CONSTRUCTED AND INSTALLED ACCORDING 5. PARKING REQUIREMENTS: TO TOWN STANDARDS AND PAID FOR BY THE DEVELOPER. ALL DRAINAGE PARKING REQUIRED: PARKING PROVIDED: STRUCTURES MUST BE DESIGNED TO HANDLE A 100 YR FLOW. BLDG: 95 SPACES 30. FURTHER LOT SPLITTING OR LOT LINE ADJUSTMENTS MAY BE APPROVED BY THE HANDICAP ACCESSIBLE: 6 SPACES ZONING ADMINISTRATOR AND THE MAYOR AND COUNCIL UPON CONSIDERATION BLDG. = 1 SPACE PER GUESTROOM x 101 ROOMS (2 VAN ACCESSIBLE SPACES PROVIDED) OF THE FINAL PLAT. TOTAL REOUIRED = 101 SPACES TOTAL PROVIDED= 101 SPACES 31. MAINTENANCE AND OPERATION OF THE PRIVATE SANITARY SEWER TO ITS POINT BICYCLE PARKING FACILITIES: OF CONNECTION TO THE PUBLIC SEWER IS THE RESPONSIBILITY EIGHT (8) TYPE II OF THE PROPERTY OWNER. 6. THE BASIS OF BEARINGS FOR THIS PROJECT IS THE WEST LINE OF THE 32. THE OWNER/DEVELOPER IS RESPONSIBLE FOR BLUE REFLECTIVE STREET SOUTHWEST QUARTER OF SECTION 32, TOWNSHIP 12 SOUTH, RANGE 14 MARKERS AT HYDRANT LOCATIONS. EAST, GILA & SALT RIVER MERIDIAN, TOWN OF ORO VALLEY, PIMA 33. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL COUNTY, ARIZONA. BEARING BEING NO'00'39"W. PROPOSED DRAINAGE STRUCTURES. - - 7. BASIS OF ELEVATION: ELEVATIONS ARE BASED ON NGVD 1929 BEING THE TOP OF A BRASS 34. ALL ROOFTOP MECHANICAL WILL BE FULLY SCREENED FROM ALL SURROUNDING DISK IN CONCRETE HIGHWAY RIGHT-OF-WAY MARKER STATION 769+90.44 NORTH SIDE OF ROADWAYS AND PROPERTIES. TANGERINE ROAD, 99 FEET NORTH OF PAVEMENT CENTERLINE, 430 FEET EAST OF BRIDGE 35. ALL STORM DRAIN SYSTEMS DISCHARGING OFFSITE WILL BE EQUIPPED WITH A OVER BIG WASH. ELEVATION = 2687.29 (NGVD 29) STORM WATER SEPARATOR. (TRITON CATCH BASIN INSERT OR EQUIVALENT) 8. DEVELOPER WILL COVENANT TO HOLD THE TOWN OF ORO VALLEY, ITS SUCCESSORS, 36. ANY WASTEWATER DISCHARGED INTO THE PUBLIC SANITARY SEWERAGE SYSTEM AND ASSIGNS, HARMLESS IN THE EVENT OF FLOODING. SHALL MEET THE REQUIREMENTS OF THE INDUSTRIAL WASTE ORDINANCE 9. DRAINAGE WILL NOT BE ALTERED, DISTURBED OR OBSTRUCTED WITHOUT (PIMA THE APPROVAL OF THE ORO VALLEY TOWN COUNCIL. 37. THS DEVELOPER WILL APPLY WATER AS NEEDED TO CONTROL DUST DURING 10. THE PROPOSED DRAINAGE WAYS WILL BE CONSTRUCTED ACCORDING TO APPROVED PLANS PRIOR CONSTRUCTION. THE TOWN OF ORO VALLEY HAS THE ABILITY TO CALL IN - TO THE ISSUANCE OF ANY PERMITS FROM THE TOWN ENGINEER AND/ OR BUILDING OFFICIAL. WATERING TRUCKS, AT THE DEVELOPER'S EXPENSE, DURING CONSTRUCTION 11. ON -SITE PARKING LANES DESIGNED FOR SU-30 VEHICLE, DESIGN SPEED EQUALS IF WATERING IS DEEMED INADEQUATE BY THE TOWN STAFF. IN ACCORDANCE i 10 MPH. ON -SITE ROADWAY TRAVEL LANES DESIGNED FOR SU-30 VEHICLE WITH PIMA COUNTY REGULATIONS, AIR QUALITY WILL BE MONITORED. SERVICE VEHICLE DESIGN BASED ON WB-40, 15 MPH DESIGN SPEED. A THIN LAYER OF DECOMPOSED GRANITE (2") WILL BE APPLIED TO ALL FUTURE 12. APPROVED IMPROVEMENT PLANS AND APPROVED ASSURANCES WILL BE PHASE DEVELOPMENT WITHIN 30 DAYS AFTER CONSTRUCTION WATERING IS REQUIRED PRIOR TO ISSUANCE OF GRADING PERMITS. DISCONTINUED. 13. ANY RELOCATION, MODIFICATION, ETC. OF EXISTING UTILITIES AND/OR PUBLIC IMPROVEMENTS 38. COLORED, TEXTURED PATTERNED CONCRETE TO BE USED FOR ALL _- NECESSITATED BY THE PROPOSED DEVELOPMENT WILL BE AT NO EXPENSE TO THE PUBLIC. PEDESTRIAN CROSSINGS. 14. THE FOLLOWING UTILITIES WILL PROVIDE SERVICE TO THIS DEVELOPMENT: 39. ALL RETAINING WALLS AND DRAINAGE STRUCTURES SHALL BE CONSTRUCTED A POWER TUCSON ELECTRIC POWER COMPANY OF MATERIALS THE SAME COLOR AS NATIVE ROCK FOUND ONSITE. B GAS SOUTHWEST GAS CORPORATION 40. IN COMPLIANCE WITH THE NEWLY ADOPTED OVZCR COMMERCIAL CODE C WATER ORO VALLEY WATER UTILITY SECTION 25.1 A6., AN ODOR ABATEMENT PLAN WILL BE PROVIDED. IN -- -- D SEWER PIMA COUNTY WASTEWATER MANAGEMENT ACCORDANCE WITH THE GUIDELINES ESTABLISHED BY TOWN STAFF. E TELEPHONE QWEST COMMUNICATIONS 41. DUMPSTERS MAY NOT BE POSITIONED IN A MANNER SO THAT OPENINGS FACE F FIRE PROTECTION GOLDER RANCH FIRE DEPT. TANGERINE ROAD - UNLESS FULLY ENCLOSED WITHIN A LOADING ZONE. _-- G CABLE TELEVISION COMCAST 42. AS REQUIRED IN OVZCR SECTION 25.1, ALL OPERATIONS AND STORAGE SHALL 15. THIS PROJECT WILL BE SERVED BY ORO VALLEY WATER UTILITY WHICH HAS BEEN BE CONDUCTED WITHIN A COMPLETELY ENCLOSED BUILDING OR WITHIN AN DESIGNATED AS HAVING AN ASSURED 100 YEAR WATER SUPPLY BY THE DIRECTOR OPAQUE BARRIER DESIGNED TO MATCH THE AIN BUIL ING ON THE SITE. OF WATER RESOURCES. WATERLINE EASEMENT WILL BE PROVIDED BY SEPARATE INSTRUMENT. ITEMS STORED, EXCLUDING LIVE VEGETATION NURSERY , MAY NOT BE VISIBLE FROM PRIVATE OR PUBLIC STREETS OR ADJA ENT RES DENTIAL AREAS. 16. REQUIRED FIRE FLOW FOR THIS DEVELOPMENT IS 2,000 G.P.M. FOR A 2 HR. DURATION. 43. NO CONSTRUCTION, CLEARING OF VEGETATION, GROUND DISTURBANCE, OR --- 17. ON -SITE SANITARY SEWERS EXCEPT PUBLIC SEWER WITHIN PUBLIC SEWER EASEMENTS OR ALTERATION OF ANY FORM IS ALLOWED WITHIN THE CONSERVATION EASEMENT, OR RIGHT-OF-WAYS, WILL BE PRIVATE AND WILL BE CONSTRUCTED, OPERATED AND EXCEPT THAT THE REMOVAL OF NON-NATIVE VEGETATION AND MAINTENANCE MAINTAINED ON A PRIVATE BASIS. THE LOCATION AND METHOD OF CONNECTION TO OF NATIVE VEGETATION IS ALLOWED AND IS THE RESPONSIBILITY OF THE AN EXISTING PUBLIC SANITARY SEWER IS SUBJECT TO REVIEW AND APPROVAL BY PROPERTY MANAGEMENT ASSOCIATION. ANY ACTIVITIES NOT EXPRESSLY ALLOWED THE PIMA COUNTY WASTEWATER MANAGEMENT DEPARTMENT AT THE TIME REQUIRE APPROVAL OF THE PROPERTY MANAGEMENT ASSOCIATION AND THE TOWN. OF SUBMITTAL OF PLUMBING OR BUILDING PLANS. 44. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN REASONABLE ACCESS TO 18. A PROJECT CONSTRUCTION PERMIT MUST BE SECURED FROM PIMA COUNTY THE PUBLIC TRANSIT SYSTEM. ACCESS MUST COMPLY WITH THE AMERICANS WASTEWATER MANAGEMENT BEFORE BEGINNING ANY WORK ON THIS PROJECT. WITH DISABILITIES ACT. THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING 19. A LANDSCAPE PLAN HAS BEEN SUBMITTED UNDER SEPARATE COVER. TEMPORARY BUS STOPS IF PERMANENT BUS STOP SIGNAGE IS REMOVED OR ACCESS IS PROHIBITED DUE TO CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL NOTIFY 20. THE PROPERTY OWNERS, HIS SUCCESSORS OR ASSIGNS AGREE TO: SUN TRAN (DARRELL C. JUAN 520-623-4301) 48 HOURS PRIOR TO STARTING 1) KEEP ALL REQUIRED LANDSCAPED AREAS MAINTAINED IN A WEED FREE, CONSTRUCTION OR REMOVAL OF ANY BUS STOPS. TRASH FREE CONDITION. 45. PRIOR TO ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY(S), THE CONTRACTOR 2 REPLACE ANY DEAD PLANT MATERIALS WITHIN 90 DAYS AND, SHALL SUBMIT A TRAFFIC CONTROL PLAN THAT ADDRESSES ADEQUATE SEPARATION 3 MAINTAIN THE IRRIGATION SYSTEM IN PROPER WORKING ORDER. OF CONSTRUCTION ACTIVITIES AND GENERAL PUBLIC ACCESS. 21. THE SOILS ENGINEER OF RECORD OR OTHER REGISTERED PROFESSIONAL CIVIL ENGINEER 46. THE LANDSCAPING WITHIN ALL PUBLIC SEWER EASEMENTS SHOWN HEREON SHALL WITH EXPERTISE IN THE AREA OF SOILS ENGINEERING SHALL CERTIFY, IN WRITING, THAT BE IN ACCORDANCE WITH THE PLANTING GUIDELINES OF PC/COT STANDARD ALL SOILS OPERATIONS FOR THE DEVELOPMENT OF ORO VALLEY MARKETPLACE WERE DETAIL WWM. A-4. o N PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS AS SET FORTH IN THE 47. NO PERMANENT STRUCTURES (I.E., MASONRY WALLS, FENCES, ETC.) MAY BE GEOTECHNICAL INVESTIGATION BY SPEEDIE AND ASSOCIATES DATED FEB. 12, 2007 ADDENDA/ AMENDMENTS MADE THERETO. CONSTRUCTED ON OR THROUGH THE PUBLIC SEWER EASEMENTS SHOWN HEREON o PROJECT N0. 0607125A AND ANY ACCEPTED WITHOUT SEPARATE WRITTEN CONSENT OF THE PIMA COUNTY WASTEWATER SAID ENGINEER WILL FURTHER CERTIFY, IN WRITING, THAT ALL MATERIALS UTILIZED ON MANAGEMENT DEPARTMENT. 0 THIS DEVELOPMENT ARE IN CONFORMANCE WITH THE ACCEPTED PLANS AND BY THE 48. FIRE HYDRANTS CONNECTED TO AN APPROVED WATER SUPPLY OF 2,000 GPM FOR ° SPECIFICATIONS. CERTIFICATIONS, IN WRITING, ARE TO BE RECEIVED TOWN ENGINEER OF THE TOWN OF ORO VALLEY PRIOR TO THE REQUEST FOR ANY FIRE PROTECTION SHALL BE INSTALLED AND IN SERVICE PRIOR TO COMBUSTIBLE 0 BUILDING PERMITS AND/OR INSPECTION AND THE RELEASE OF ASSURANCES. MATERIAL DELIVERY TO THE SITE. TEMPORARY CONSTRUCTION OFFICE TRAILERS 22. THE PROFESSIONAL ENGINEER OF RECORD SHALL SUBMIT AS -BUILT RECORD DRAWINGS AND ARE CONSIDERED COMBUSTIBLE MATERIALS. _ CERTIFY IN WRITING THAT ALL IMPROVEMENTS, WHETHER PRIVATE OR PUBLIC, HAVE BEEN 49. APPROVED FIRE APPARATUS ACCESS ROADS SHALL BE INSTALLED AND IN SERVICE ° CONSTRUCTED, PLACED, INSTALLED, ETC., IN SUBSTANTIAL CONFORMANCE WITH THE PRIOR TO COMBUSTIBLE MATERIAL DELIVERY TO THE SITE. ACCEPTED PLANS FOR THIS DEVELOPMENT. CERTIFICATIONS, IN WRITING AND THE 50. AN APPROVED AUTOMATIC SPRINKLER SYSTEM SHALL BE INSTALLED AS -BUILT RECORD DRAWINGS ARE TO BE RECEIVED BY THE TOWN OF ORO VALLEY A 51. THROUGHOUT EACH BUILDING. TEMPORARY STREET SIGNS SHALL BE INSTALLED AT EACH STREET INTERSECTION MINIMUM OF TWO(2) WEEKS PRIOR TO THE REQUEST FOR CERTIFICATES OF OCCUPANCYCL WHEN CONSTRUCTION OF NEW ROADWAYS ALLOWS PASSAGE OF VEHICLES. ALL a AND/OR FINAL INSPECTION BY THE DEPARTMENT OF PUBLIC WORKS AND THE RELEASE STRUCTURES UNDER CONSTRUCTION SHALL BE CLEARLY IDENTIFIED WITH AN QOF ASSURANCES, IF THE PROJECT IS PHASED THE ABOVE PERTAINS TO EACH PHASE. APPROVED ADDRESS. 23. ACCEPTANCE OF THESE PLANS DOES NOT CONSTITUTE OR IMPLY ACCEPTANCE OF ANY OF THE FOLLOWING z 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 o > RETENTION/DETENTION STRUCTURE. o SEPARATE PLAN CHECK(S) AND PERMIT(S) ARE REQUIRED, ALL IN ACCORDANCE WITH THE APPLICABLE CODES OF THE TOWN OF ORO VALLEY. 24. A DRAINAGE REPORT ADDENDUM HAS BEEN PREPARED AND HAS BEEN SUBMITTED TO THE o TOWN OF ORO VALLEY FOR REVIEW AND APPROVAL WITH THIS DEVELOPMENT PLAN. Q E 0 0 0 LLl The Engineering . Planning . Surveying . Landscape Architecture Urban Design o �O \ A %� y V L Offices located in: Tucson, Phoenix and Flagstaff, Arizona and Las Vegas, Nevada. Ln r^� 4444 F. Broadway Tucson, Az 85711 (520) 881-7480 INC. z DEVELOPMENT PLAN FOR HAMPTON INN SUITES AT ORO VALLEY MARKETPLACE RANCHO VISTOSO-NEIGHBORHOOD 4 30 29_ CASE NO. OV12-XX-XX 3> 32 �CIO N 88'32' 46" Er� LOT 1 _ 101 ROOM LOT 3 LOT 2 HA PTON INN & SUITES LOT 5 SITE DEVELOPMENT PLAN SCALE: 1 "= 40' LEGEND: PROP. HARDSCAPE AREAS HEAVY DUTY PAVEMENT LIGHT DUTY PAVEMENT DECORATIVE CROSS WALK EXIST. SEWER, TELEPHONE ETC. EASEMENT PROPOSED PRIVATE SANITARY SEWER EASEMENT PROPOSED WATER LINE EASEMENT NEW WATERLINE,VALVE & FIRE -1 HYDRANT �'- EXIST. SEWER LINE & MANHOLE - - - -0- - EXIST. WATERLINE & VALVE BUILDING SETBACK - -?� Ji- --.- - ORO VALLEY MARKET PLACE CONTOUR (1' INCREMENT) NEW HANDRAIL - - ADOT ROW LINE ==C)== TYPE II BIKE RACK Two working days before you dig CALL FOR THEBLUE STAKES 1-0-18?-534 Blue Stake Center Rb 0 N C to 0 0 �e R14E 01105 �o a // RV PAD UNSUBDIVIDED NEIGHBORHOOD 2 rn� COMMERCIAL CENTER D 0 CD m UNSUBDIVIDED EI HBORHOOD 3 RV PAD d R.V. PAD NEIGHBORHOOD 4 ! j% CATALINA SHADOWS ESTATES T1 1 S BK.37(M&P), PG.71 PAD 31 32 o�� DESERT SPRINGS T1 2S 6 5 % BK 51(M&P), PG 11 PALISADES POINTS CATAUNASTATE PARK BK.45, PG.48 PROPERTY BOUNDARY R1-36 PROJECT AREA s iGQO WPSi'/ PIMA COUNTY ADDRESSING 2950- PROP. CONTOUR (5' INCREMENTS) 2951 PROP. CONTOUR (1' INCREMENT) - � _ ...... - FLOW LINE GRADING LIMITS -- EXIST. PAVEMENT & CURB DIRECTION OF FLOW -- LOT LINE PROPERTY BOUNDARY NEW PAVEMENT & CURB 4C �n T- ORO VALLEY MARKET PLACE 40 0 w FINISHED ELEVATION 40.00 TC PROPOSED FINISHED ENGINEER 40.00 FG ELEVATION THE WLB GROUP, INC. NUMBER OF PARKING 4444 E. BROADWAY ® SPACES PROVIDED TUCSON, AZ 85711 CONTACT: DAVID W. LITTLE, P.E. = WATERSHED BOUNDARY PHONE: (520)881-7480 1.0 CONCENTRATION POINT FAX: (602)221-1275 11.1 100-YEAR WSEL SHEET INDEX: SHEET 1 COVER SHEET SHEET 2 SITE PLAN SHEET SHEET 3 GRADING PLANSHEET SHEET 4 UTILITY PLAN SHEET SHEET 5 ACCESS ROAD PLAN SHEET SHEET 6 DETAIL SHEET • • 1 •►�hi�`� A PORTION OF SECTION 31 T1 1 S R14E AND G&SRM, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA r� 3" = 1 MILE OWNER'S REPRESENTATIVE PARAMOUNT LODGING ADVISORS SCOTTSDALE AIRPARK 7730 EAST GREENWAY ROAD SUITE 104 C c3 ;00N ORO VALLEY MARKETPLACE PROJECT OVERVIEW SCALE: 1 "=800' APPROVED: PIMA COUNTY WASTEWATER MANAGEMENT DEPT. DATE I, KATHRYN E CUVELIER, CMC, TOWN CLERK, TOWN OF ORO VALLEY, ARIZONA, HEREBY CERTIFY THAT THIS IS THE TRUE AND CORRECT DEVELOPMENT PLAN AS APPROVED BY THE ORO VALLEY MAYOR AND TOWN COUNCIL ON KATHRYN E. CUVELIER, CMC TOWN CLERK SCOTTSDALE, ARIZONA 85260 OV12-XX-XX CONTACT: LLOYD FARLEY PHONE: 602-476-7340 DEVELOPMENT PLAN FOR FAX: 602-801-3908 36234 -' DAVID W. LI TTLE EXPIRES 6/30/2010 HAMPTON INN &SUITES AT ORO VALLEY MARKETPLACE RANCHO VISTOSO- NEIGHBORHOOD 4 DATE LOTS 1&2 AND A PORTION OF LOTS 3&5 OF ORO VALLEY MARKETPLACE PER BOOK 64 OF MAPS AND PLATS, PAGE 42 BEING A PORTION OF SECTION 31, T11 S, R14E, G&SRM, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA DATE: SEPTEMBER, 2009 WLB NO. 185050-W-J01 /0105 SHEET 1 OF 6 CONTOUR INTERVAL: 1' CONSTRUCTION NOTES 0 1 MATCH LOOP ROAD PAVING PLANS PREPARED BY THE WLB GROUP, INC. MATCH ORO VALLEY MARKETPLACE GRADING AND 0 PAVING PLANS PREPARED BY THE WLB GROUP, INC. 0 6" CONCRETE VERTICAL CURB PER PC/COT STD. DET. 209, TYPE 2 SEE DETAIL 1 SHEET 6. ® CONSTRUCT ASPHALT SWALE. © CONCRETE SIDEWALK PER PC/COT STD. DET. NO. 200. 70 HANDRAIL PER PC/COT SD 105, ® DECORATIVE CROSSING PER PC/COT DET. NO. 201. 0 TYPICAL PARKING STALL LAYOUT PER DETAIL 4 SHEET 6. BICYCLE 10 BE LOCATED 0 SATE PERINDEOTAIL 9L SHEET 6.LOCKER SHALL INSTALL STORMDRAIN CLEANOUT WITH SOLID GRATE PER 11 DETAIL 6, SHEET 6. 12 HEADWALL BY SEPARATE PERMIT. 13 DUMPSTER ENCLOSURE PER DETAIL 5, SHEET 6. 14 CONSTRUCT CURB OPENING WITH VERTICAL CURB PER 0 DETAIL 3, SHEET 6. 15 CONSTRUCT EARTHEN SWALE. 16 VAN ACCESSIBLE HANDI—CAP STALLS PER DETAIL 7 SHEET 6. 17 HANDI—CAP PARKING STALLS PER DETAIL 8 SHEET 6. HANDI—CAP RAMP PER PC COT STD. DET. NO. 207 18 WITH TRUNCATED DOMES PER ADA STANDARDS. 19 MATCH BANK PROTECTION PLANS PREPARED BY THE WLB GROUP, INC. �O 0" CURB REVEAL. 21 0" CURB REVEAL TO 6" VERTICAL CURB TRANSITION. © SIDEWALK SCUPPER TYPE 1 PER PC/COT STD. DTL. NO. 204. �3 SIDEWALK SCUPPER TYPE 2 PER PC/COT STD. DTL. NO. 205. ® TYPE 1 CATCH BASIN PER PC/COT STD. DTL. NO. 307 AND 311. TYPE 4 CATCH BASIN PER PC/COT STD. DTL. NO. 309 AND 311. © NYLOPLAST PREFABRICATED CATCH BASIN W/15" GRATE OR APPROVED EQUIVALENT. HANDI—CAP RAMP PER PC/COT STD. DET. NO. 207. +-+ U 0 0 tz C x 0 � - I Z w 0 _J W w o C 20-1 40' 60' z SCALE: 1 "= 20' o Engineering . Planning e Surveying W The Landscape Architecture Urban Design A /� Q Offices located in: Tucson, Phoenix and o, y V L [� Flagstaff, Arizona and Los Vegas, Nevada. Ln �r-yN G 4444 E. Broadway Tucson, Az 85711 - 00 �ry (520) 881-7480 NC. z 00 cq CV CD z N I 00, 4 TANGERINE ROAD ADOT R/W (WIDTH VARIES) w CO � M w L Q CL 31. 0 A n C 4 7' __ — ` — —_ __ C T� C1l_-'•cif' .��. __ .� �. r :. �'._� - - — --_ .9, o d- - 9 — g U 9 w� ° g 9 3 TYP. O9 TYP. _ 3 3 3 )%/ r.] L TRUNCATED DOMES / FLAG POLES WITH PER ADA STANDARDS TRUNCATED DOMES UPLIGHTS PER ADA STANDARD LOT 1 � � L� rtL_' LOT 2 ri V "il VI-" F` 0 �;t, O 0�. . .. . 11 .. - . _ 1/ a r- Q I D I O a 9 o io ° Q o -_ La — aD 10 ©o 18 0.6 0 6C (�/\) 9 / e ,V, LOT 3 TRUNCATED DOMES PER ADA STANDARD' LOT 5 19 — 2 26 34 �W 420.3 _ 3' � I — BIG W SH i/ //, 17.50' now- TYP. E3 X OV1 2-XX- XX DEVELOPMENT PLAN FOR HAMPTON INN & SUITES AT 0 VALLEY MARKETPLACE -W 0 VISTOSO-1VEIGHBORHOOD 4 DLITU LOTS 1&2 AND A PORTION OF LOTS 3&5 OF ORO VALLEY MARKETPLACE $f�/?.9.0� PER BOOK 64 OF MAPS AND PLATS, PAGE 42 9�I2ONA >. BEING A PORTION OF SECTION 31, T11 S, R14E, G&SRM, EXPIRES 6/30/2010 TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA DATE: SEPTEMBER, 2009 WLB NO. 185050-W-J01 /0105 CONTOUR INTERVAL: 1' S H E F 0 0 N C7) O U O Q E / 0 0 LIJ O Ln O LO 00 / z CONSTRUCTION NOTES MATCH LOOP ROAD PAVING PLANS PREPARED BY THE WLB GROUP, INC. MATCH ORO VALLEY MARKETPLACE GRADING AND PAVING PLANS PREPARED BY THE WLB GROUP, INC. 0 6" CONCRETE VERTICAL CURB PER PC/COT STD. DET. 209, TYPE 2 SEE DETAIL 1 SHEET 6. ® CONSTRUCT ASPHALT SWALE. © CONCRETE SIDEWALK PER PC/COT STD. DET. NO. 200. O7 HANDRAIL PER PC/COT SD 105. ® DECORATIVE CROSSING PER PC/COT DET. NO. 201. O9 TYPICAL PARKING STALL LAYOUT PER DETAIL 4- SHEET 6. BICYCLE RACK AND A MIN. OF 1 CLASS 1 LOCKER SHALL 10 BE LOCATED ONSITE PER DETAIL 9, SHEET 6. INSTALL STORMDRAIN CLEANOUT WITH SOLID GRATE PER 11 DETAIL 6, SHEET 6. 12 HEADWALL BY SEPARATE PERMIT. 13 DUMPSTER ENCLOSURE PER DETAIL 5, SHEET 6. CONSTRUCT CURB OPENING WITH VERTICAL CURB PER 14 DETAIL 3, SHEET 6. 15 CONSTRUCT EARTHEN SWALE. 16 VAN ACCESSIBLE HANDI-CAP STALLS PER DETAIL 7 SHEET 6. 17 HANDI-CAP PARKING STALLS PER DETAIL 8 SHEET 6. 18 HANDI-CAP RAMP PER PC/COT STD. DET. NO. 207 WITH TRUNCATED DOMES PER ADA STANDARDS. 19 MATCH BANK PROTECTION PLANS PREPARED BY THE WLB GROUP, INC. �0 0" CURB REVEAL. 21 0" CURB REVEAL TO 6" VERTICAL CURB TRANSITION. SIDEWALK SCUPPER TYPE 1 PER PC/COT STD. DTL. NO. 204. �3 SIDEWALK SCUPPER TYPE 2 PER PC/COT STD. DTL. NO. 205. ® TYPE 1 CATCH BASIN PER PC/COT STD. DTL. NO. 307 AND 311. TYPE 4 CATCH BASIN PER PC/COT STD. DTL. NO. 309 AND 311. 26 NYLOPLAST PREFABRICATED CATCH BASIN W/15" GRATE OR APPROVED EQUIVALENT. HANDI—CAP RAMP PER PC/COT STD. DET. NO. 207. 0' 20" 40" 600 E9 6M.- 0 SCALE: 1 "= 20' The Engineering . Planning • . Surveying (_andscope Architecture Urban Design /I /� Offices located in: Tucson, Phoenix and �%�i� Flagstaff, Arizona and Las Vegas, Nevada. Group4444 E. Broadway Tucson, Az 8571 1 INC. (520) 881 —748C NOTE: EXISTING LANDSCAPE TO REMAIN IN PLACE AND PROTECTED ALONG EDGE OF LANDSCAPE DURING CONSTRUCTION DAVID W. LITTLE $f�/a9 s9 EXPIRES 6/30/2010 0 V 12— XX— XX DEVELOPMENT PLAN FOR HAMPTON INN & SUITES AT ORO VALLEY MARKETPLACE RANCHO VISTOSO- NEIGHBORHOOD 4 LOTS 1 &2 AND A PORTION OF LOTS 3&5 OF ORO PER BOOK 64 OF MAPS AND PLATS, BEING A PORTION OF SECTION 31, T11 S, TOWN OF ORO VALLEY, PIMA COUNTY, DATE: SEPTEMBER, 2009 WLB NO. 185050—W—J01 /0105 CONTOUR INTERVAL: 1' VALLEY MARKETPLACE PAGE 42 R14E, G&SRM, ARIZONA SHEET 3 OF 6 0 O N O U O / z UTILITY NOTES NOTE: ALL UTILITIES PER ORO VALLEY MARKETPLACE IMPROVEMENT PLANS. EXISTING 20' WATERLINE EASEMENT, DKT. 11894, PG. 2056. �2 EXISTING 8" PVC WATERLINE. �3 EXISTING 16" PVC WATERLINE. ® EXISTING 16"x8" TAPPING SLEEVE AND 8" VALVE, B&C. 0 EXISTING 2" IRRIGATION SERVICE. © EXISTING 1.5" IRRIGATION SERVICE. EXISTING 21" PUBLIC SEWER. ® EXISTING 8" PRIVATE SEWER. a EXISTING 6" BCS. 10 EXISTING 153.00 LF 8" PRIVATE SEWER TO BE REMOVED. 11 EXISTING 44.43 LF 6" BCS TO BE REMOVED. EXISTING PRIVATE SSMH TO BE REMOVED 12 RIM=2680.66 INV. OUT=2675.01 13 8" PVC WATERLINE. 14 8" DIP WATERLINE. 15 8"x45' HORIZONTAL BEND. 1 88"x45' VERTICAL BEND. 17 8"x90' HORIZONTAL BEND. 18 8"x22 1 /2' HORIZONTAL BEND. 19 8"x11 1/4' HORIZONTAL BEND. 2� 2" MODIFIED DVA PER OVWU-100 21 6" FIRE SERVICE 20 2" WATER SERVICE 21 1" IRRIGATION METER 0' 20' 40' 60' E19 6?%=?m SCALE: 1 "= 20' The Engineering . Planning. • Surveying Landscape Architecture Urban Design A /� Q Offices located in: Tucson, 'hoenix and V Y L u Flagstaff, Arizona and Las `/egas, Nevada. Group4444 E. Broadway Tucson, Az 8571 1 INC. UTLB(520) 881 —7480 36234 " DAVID W. LITTLE /b.g.d9 EXPIRES 6/30/2010 0 V' 2— XX— XX DEVELOPMENT PLAN FOR HAMPTON INN & SUITES AT ORO VALLEY MARKETPLACE RANCHO VISTOSO- NEIGHBORHOOD 4 LOTS 1 &2 AND A PORTION OF LOTS 3&5 OF ORO PER BOOK 64 OF MAPS AND PLATS, BEING A PORTION OF SECTION 31, T11 S, TOWN OF ORO VALLEY, PIMA COUNTY, DATE: SEPTEMBER, 2009 WLB NO. 185050-W-J01 /0105 CONTOUR INTERVAL: 1' VALLEY MARKETPLACE PAGE 42 R14E, G&SRM, ARIZONA SHEET 4 OF 6 0 0 N 0 U 0 0 0 z 0 i z Q z w n 0 J W W 0 0 Q E 0 0 w 0 Ln 0 Ln cc i z CONSTRUCTION NOTES 0 MATCH LOOP ROAD PAVING PLANS PREPARED BY THE WLB GROUP, INC. O MATCH ORO VALLEY MARKETPLACE GRADING AND PAVING PLANS PREPARED BY THE WLB GROUP, INC. O 6" CONCRETE VERTICAL CURB PER PC/COT STD. DET. 209, TYPE 2 SEE DETAIL 1 SHEET 6. ® CONSTRUCT ASPHALT SWALE. © CONCRETE SIDEWALK PER PC/COT STD. DET. NO. 200. O7 HANDRAIL PER PC/COT SD 105. ® DECORATIVE CROSSING PER PC/COT DET. NO. 201. 90 TYPICAL PARKING STALL LAYOUT PER DETAIL 4 SHEET 6. 10 BE LOCATED ONSITE PERICYCLE RACK AND ANDEOTAIL 9L SHEET L6 CKER SHALL INSTALL STORMDRAIN CLEANOUT WITH SOLID GRATE PER 11 DETAIL 6, SHEET 6. 12 HEADWALL BY SEPARATE PERMIT. 13 DUMPSTER ENCLOSURE PER DETAIL 5, SHEET 6. CONSTRUCT CURB OPENING WITH VERTICAL CURB PER 14 DETAIL 3, SHEET 6. 15 CONSTRUCT EARTHEN SWALE. 16 VAN ACCESSIBLE HANDI-CAP STALLS PER DETAIL 7 SHEET 6. 17 HANDI-CAP PARKING STALLS PER DETAIL 8 SHEET 6. 18 HANDI-CAP RAMP PER PC/COT STD. DET. NO. 207 WITH TRUNCATED DOMES PER ADA STANDARDS. 19 MATCH BANK PROTECTION PLANS PREPARED BY THE WLB GROUP, INC. 0" CURB REVEAL. 21 0" CURB REVEAL TO 6" VERTICAL CURB TRANSITION. SIDEWALK SCUPPER TYPE 1 PER PC/COT STD. DTL. NO. 204. �3 SIDEWALK SCUPPER TYPE 2 PER PC/COT STD. DTL. NO. 205. ® TYPE 1 CATCH BASIN PER PC/COT STD. DTL. NO. 307 AND 311. ® TYPE 4 CATCH BASIN PER PC/COT STD. DTL. NO. 309 AND 311. 26 NYLOPLAST PREFABRICATED CATCH BASIN W/15" GRATE OR APPROVED EQUIVALENT. HANDI-CAP RAMP PER PC/COT STD. DET. NO. 207. UTILITY NOTES NOTE: ALL UTILITIES PER ORO VALLEY MARKETPLACE IMPROVEMENT PLANS. EXISTING 20' WATERLINE EASEMENT, DKT. 11894, ❑1 PG. 2056. �2 EXISTING 8" PVC WATERLINE. [3 EXISTING 16" PVC WATERLINE. ® EXISTING 16"x8" TAPPING SLEEVE AND 8" VALVE, B&C. EXISTING 2" IRRIGATION SERVICE. © EXISTING 1.5" IRRIGATION SERVICE. a EXISTING 21" PUBLIC SEWER. ® EXISTING 8" PRIVATE SEWER. ❑9 EXISTING 6" BCS. 10 EXISTING 153.00 LF 8" PRIVATE SEWER TO BE REMOVED. 11 EXISTING 44.43 LF 6" BCS TO BE REMOVED. 12 EXISTING PRIVATE SSMH TO BE REMOVED RIM=2680.66 INV. OUT=2675.01 13 8" PVC WATERLINE. 14 8" DIP WATERLINE. 15 8"x45' HORIZONTAL BEND. 16 8"x45' VERTICAL BEND. 17 8%90' HORIZONTAL BEND. 18 8"x22 1 /2' HORIZONTAL BEND. 19 8"x11 1 /4' HORIZONTAL BEND. 2� 2" MODIFIED DVA PER OVWU-100. 21 6" FIRE SERVICE 2� 2" WATER SERVICE 21 1" IRRIGATION METER 0' 20" 40" 609 E9 6.m SCALE: 1 "= 20' N�� Q4.� Uj UJ W - • 0 wr 0S WO zoo 1 Q ZZ J V0 Qct W W LOT 3 x 2 G� RADING LOT 5 EXISTING MONUMENT SIGN TO REMAIN LOT 7 --- 77-__ FX. "L'ANOUT 7 1.22 INV=69.60 2 GDING i �8 ITCH ,�,� Sl '�� 8" WTR INV.=72.97 8" SWR INV.=69.53 ,I --- 3 3 GRADING LIMITS LOT 8 h', m 0 � 7 �Hd341- 4 2677.42 ///2: , iN'r. IN=2658.35 INV. IN-2658 35 21 " INV OUT =12658.15 \\ 2.%.�.\ �� \ 6" INV. IN - 2660.2C, MITS - Ei � 1 \ 7 5 \ \ \ \ EXISTING MONUMENT SIGN TO REMAIN y� -- \ 6 i �l 14 8 / RIP -RAP SPLASH PAD OUTLET PROTECTION I GRADE TO DRAIN TO I T, EXISTING STORM DRAIN - STUB -OUT TABLE OF 100-YEAR DEVELOPED PEAK DISCHARGES CONC. PT DRAINAGE AREA (ac) Q 100 (cfs) 1 A 0.5 4.6 1 B 0.02 0.1 1 C 0.03 0.2 1 D 0.07 0.5 1 E 0.01 0.1 1 F 0.05 0.3 1 G 0.09 0.6 2 1.24 12.0 2A 0.) 5.0 2A1 0.01 0.1 2A2 0.02 0.1 2A3 0.02 0.1 2A4 0.01 0.1 2B 0.48 4.7 2B1 0.03 0.2 2132 0.02 0.2 4 0.06 0.5 7 0.73 7.1 7A 0.01 0.1 713 0.05 0.3 7C 0.01 0.1 R1 B 0.11 1.1 R1 C 0.09 0.9 R1D 0.15 1.5 R1E 0.16 1.6 TABLE OF DRAINAGE WAYS CROSS SECT Q100 (cfs) DRAINAGE WAY X-1 1.8 Triangular Channel; ss=2:1; slope=1.0%; D=0.72', FB=0.13'; V=1.74ft/s X-2 7.1 Super -elevated roadway cross section; slo e=0.6%; D=0.36'; V-=2.25ft s X-3 7.1 Super -elevated roadway cross section; slope=0.57.; D=0.44'; V-=2.36ft/s X-4 7.1 Inverted crown roadway cross section; slo e=0.6%; D=0.20'; V=:1.83ft s X-5 7.1 Inverted crown roadway cross section; slo e=1.35%; D=0.21'; V=2.42ft s LOT 7 GRADING LIMITS Lo ZW -_ m_J x VL'J Lu LAJ x \\ N LOT 8 I I TABLE OF HYDRAULIC STRUCTURES CONC. PT. Q 100 (cfs) STRUCTURE 1A 4.6 Type 1 Catch Basin w 1 EF-1 Grate; Grate El= 78.99'; HW=0.35' 59.3 LF - 24" SRP at 0.5% slope 1B 0.1 Nyloplast* prefabricated Catch Basin w/1-15" grate; Grate E1=78.77' HW= 0.19'; 58.2 LF - 12" SRP at 0.65% slope 1C 0.2 Nyloplast* prefabricated Catch Basin w/1-15" grate; Grate E1=78.72' HW= 0.18'; 14.5 LF - 12" SRP at 1.0% slope 11) 0.1 Nyloplast* prefabricated Catch Basin w/2-15" grates; Grate E1=78.87' HW= 0.2'; 45.8 LF - 12" SRP at 1.0% slope 1E 0.1 Nyloplast* prefabricated Catch Basin w/1-15" grate; Grate E1=79.41' HW= 0.25; 41.8 LF - 12" SRP at 1.0% slope 1F 0.3 Nyloplast* prefabricated Catch Basin w/1-15" grate; Grate E1=79.50' HW= 0.08'; 67.3 LF - 12" SRP at 1.0% slope 1G 0.6 Nyloplast* prefabricated Catch Basin w/1-15" grate; Grate E1=78.55' HW= 0.12'; 6.5 LF - 12" SRP at 5.0% slope 2 12.0 Type 4 Catch Basin w/ 1 EF-1 Grate; Grate El= 76.54'; HW=0.37' 2A 5.0 Type 1 Catch Basin w 1 EF-1 Grate; Grate E1= 78.74'; HW=0.37' 172.3 LF - 18" CMP at 0.5% slope 2A1 0.1 Type 1 sidewalk scupper per PC/COT S.D. 204, L=05, HW=0.2' 2A2 0.1 Type 1 sidewalk scupper per PC COT S.D. 204, L=05, HW=0.2' 2A3 0.1 Type 1 sidewalk scupper per PC/COT S.D. 204, L=0.5, HW=0.2' 2A4 0.1 Type 1 sidewalk scupper per PC COT S.D. 204, L=05, HW=0.2' 2B 4.7 4 LF curb opening 21131 0.2 Type 1 sidewalk scupper per PC/COT S.D. 204, L=05, HW=0.31' 262 0.2 Type 1 sidewalk scuppers (2) per PC/COT S.D. 204, L=0.5, HW=0.31' 7 7.1 6 LF curb opening 7A 0.1 Type 1 sidewalk scupper per PC/COT S.D. 204, L=05, HW=0.2' 7B 0.3 Type 1 sidewalk scupper per PC COT S.D. 204, L=05, HW=0.4' 7C 0.1 Type 2 sidewalk scupper per PC/COT S.D. 205, L=2.5', HW=0.1' * Or approved equal ov1z-xx-xx DEVELOPMENT PLAN FOR HAMPTON INN & SUITES AT ORO VALLEY MARKETPLACE RANCHO VISTOSO- NEICHBORHOOD 4 DAVID W. c LITTLE LOTS 1&2 AND A PORTION OF LOTS 3&5 OF ORO VALLEY MARKETPLACE /J/ PER BOOK 64 OF MAPS AND PLATS, PAGE 42 q�'IIo SP BEING A PORTION OF SECTION 31, T11 S, R14E, G&SRM, NA EXPIRES 6/30/2010 TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA DATE: SEPTEMBER, 2009 WLB NO. 185050-W-J01 /0105 SHEET 5 0 F 6 CONTOUR INTERVAL: 1' 0 0 N 0 U 0 0 0 Q E 0 0 w O Ln 0 Ln 00 i z 9, 9, o 0 CFO N 3' 8 VEHICLE OVERHANG 6' SCREENWALL COLOR & IEXIURE " CONCRETE VERTICAL _ _ _� 0.50% CONCRETE VERTICAL f, -- - -- - -- - -- -- -- - FACE OF CURB PC 6 0T CONCRETE VERTICAL CURB -TYPE 2, 6" REVEAL CURB -TYPE 2, 6 REVEAL I I BY OiWER PC COT STD. DET. 209. 209 2" A C CURB -TYPE 2, 6" REVEAL NOD PC/COT STD. DET. #209. / # 1 4 EACH -TYPE 'A' POST BARRICADE PC/COT STD. DET. #209. VARIES 4" WHITE STRIPE o I S1U. D1L No. 106 I 6' CONCRETE SLAB 2 RADIUS , _ /• ,// �� i _� SEE \ _ \ : - .\ 6 ABC o 1 8" RADIUS 6" ABC �Lv�'�� PLANS Ni (2500 psi) J v�vt� TOOLED EDGE H= 6 PAVING «� L•=- --1 �oo� s 100% COMPACTED SUBGRADE 100% COMPACTED SUBGRADE �n SIDEWALK ����� LIGHT PAVEMENT STRUCTURE DETAIL HEAVY PAVEMENT STRUCTURE DETAIL p�3 OR LANDSCAPING :` `_.�, VERTICAL CURB TERMINAL CURB OPENING VERTICAL CURB TERMINAL END SECTION PER PC/COT END SECTION PER PC/COT ( I; STD. DET. #212. STD. DET. #212. > 2 EACH -TYPE A` A 60CURB 9.5' PAVING THICKNESS Posr eaRRicADE l (2) 14 CONT PER PLANS PER PC/COT SD 106 I S 1 0 CLOSING SELF LATCHING OPAQUE GATE IQ2 91 VERTICAL CURB AND 1 NTS PAVEMENT DETAIL 3 CURB OPENING 4 TYPICAL PARKING DETAIL - - -- SECTION A —A CURB AT SIDEWALK 2 NTS PLAN VIEW/ N.T.S NTS 11' 9' DUMPSTER ENCLOSURE ACCESSIBLE SIGN AND 18 9 ACCESSIBLE SIGN AND 1 7' g' ' 6" HEAVY DUTY SOLID LID POST, MUTCD R7-8. ACCESSIBLE SIGN AND POST, POST, MUTCD R7-8. ACCESSIBLE SIGN AND POST, N.T.S PROPOSED GRADE AND FRAME — NEENAH WITH VAN ACCESSIBLE MUTCD R7-8. WITH VAN ACCESSIBLE ° r MUTCD R7-8. SIGN. SIGN. °o X ° 1792-BL OR EQUIVALENT >o �'� "a11 0 N¢ o° SIDEWALK PER PC COT TRUNCATED DOMES NM1 °° :a SIDEWALK PER PC/COT TRUNCATED DOMES o m� so :. �— / �—STD. 200 PER ADA STANDARDS ,°Q00000000 Q STD. 200 PER ADA STANDARDS o °°°00000 oo _ 00 CONCRETE COLLAR AROUND CURB ACCES RAMP PER CURB ACCES RAMP PER CLASS ll PARKING PC/COT STD. 207 00 PC/COT STD. 207 PROPOSED PAVEMENT ���� ��/ 'i �A' ' / / 'i FRAME - 2500 PSI CLASS B > 36' �, ��,. CONCRETE POST CAP SECTION ; : j 12" SRP HANDICAP STRIPING (LENGTH AS NECESSARY) HANDICAP STRIPING ff " 9' $9 9' 4" WIDE WHITE PAINT STRIPE, 9' 5' 9' 4 WIDE WHITE PAINT STRIPE, � 3/4 DIAM. BAR LOOP � (VAN) (2) COATS PAINT, TYP. (2) COATS PAINT, TYP. � 11 WELIIED TO POST NOTE: 2% MAX SLOPE ALLOWED (IN NOTE: 2% MAX SLOPE ALLOWED (IN 12"x45' BEND ALL DIRECTIONS) IN HANDICAP ALL DIRECTIONS) IN HANDICAP 12" PARKING AREA �n � PARKING AREA 5' VED E ERVE PARKING 12"x45' LATERAL PARKING IS 4x4x3/16 POST FITTING GROUT SOLID 00 00 2' TO BACK OF 2' TO BACK OF SIDEWALK OR SIDEWALK OR HANDICAP FACE OF CURB HANDICAP PLATE OR PERMIT FLOW STORM DRAIN PIPE PLATED R PERMIT FACE OF CURB — ONLY " (SIZE VARIES ON. SEC "-.-3.A 4 CONCRETE SIDEWALK � SEE PLANS a.�. ��. ��-r3.A 2 x2 x.188" STEEL TUBE EXTEND 2"x2 x.188" STEEL TUBE EXTEND VAN INTO CONCRETE FILLED PIPE 2'-0" INTO CONCRETE FILLED PIPE 2' -0" ACCESSIBLE PROVIDE WELDED WATERTIGHT ° PROVIDE WELDED WATERTIGHT PAINT P&L 16118 BLACK COFFEE. o PAINT P&L #6118 BLACK COFFEE. 0 6" F'IPE ° : o . CONCRETE BASE �� 6" PIPE ^ SLOPE TOP TYPICAL 12 STORM DRAIN CLEANOUT o , SLOPE TOP OF CONCRETE j 6 N. T S OF CONCRETE I t I I I GROUND/PAVING GROUND/PAVING II SURFACE o 4" 4' 12' SURFACE II a o , , CLEANOUT FRAME AND COVER `I I/\// I�I •� � 3500 P.S.I. h ;•: � MARKED WITH LETTER S 3500 P.S.I. 11 FINISH GRADE PAVED SEE DETAIL BELOW REMOVABLE FINISH GRADE (UNPAVED) P.C. CONCRETE �I a P.C. CONCRETE (� a PLUG �. '..' n PROFILE 1.NO BICYCLE RACKS TO HAVE GLOSS _ " 1-6 -2" BLACK ENAMEL FINISH. 1-6 _ ° ° 2" RED INTERNATIONAL NO --'; RED INTERNATIONAL NO PARKING SYMBOL W °. PARKING SYMBOL W/ BLACK LETTER P (6/ HIGH) BLACK LETTER P (6 HIGH) ON A WHITE REFLECTIVE ° -- — j ON A WHITE REFLECTIVE BACKGROUND. 4 z : ° . a p : ° . 1 ( 95% COMPACTED BACKFI LL BACKGROUND. 24' J6' Oc' ° ` CONCRETE COLLAR 2 FT SQ. 1 �- OR UNDISTURBED EARTH a ° ---- I � ' - — � � � — O.C.. � 3000 PSI CONCRETE -L _ _ �HANDICAP PARKING CiETAIL 8)�ANDISA�P�R�!NG DETAIL NTS .. 12; - 7- 95% SUBGRADE 15" RADIUS CONCRETE COLLAR VAN ACCESSIBLE CURB ACCESS PARKING STALL DETAIL NTS B ACCEINGDETAILI_ PLAN VIEW COMPACTION 3000 PSI CONCRETE STANDARD 45' BEND 2-1" HOLES 2-1" HOLES 9 BICYCLE PARKING DETA/l A A SIZE OF PIPE AS TO BE LAID ON UNDISTURBED EARTH SHOWN ON PLANS / OR COMPACTED SELECT MATERIAL ° ° WYE FITTING / // STATION AND/OR LENGTH SHOWN COVER. TOP VIEW COVER. BOTTOM VIEW O V 12— j�' Y XX ON PLANS TO THIS POINT �' 1111 / 13 7 8 14 3/4 --- PLUGGED IF INVERT ELEVATION, SHOWN 1/2" 14 1/8" DEVELOPMENT PLAN FOR — — — — — — --NOT EXTENDED (NO LEAKAGE) ON PLANS TO THIS POINT 27�8„ �? 5/$" HAMPTON INN & SUITES Zks 4 1/2" 1" AT CLEANOUT 4 1/25» �o �F ORO VALLEY MARKETPLACE ,� Q fIC r� �� PR/VA TE SEWER CLEANOUT 5/16 a 362 RANCHO VISTOSO— NEIGHBORHOOD 4 i 1 " , ,��' c�' 36234 tiQ `0�.. 2 1/2" 7/8 DAVID LITTLEW LOTS 1&2 AND A PORTION OF LOTS 3&5 OF ORO VALLEY MARKETPLACE ' �a TYP �— 12 5/s �fP�o•9 09 PER BOOK 64 OF MAPS AND PLATS, PAGE 42 The Engineering . Planning . Surveying 1 3/s" 2 1/2" 2 1/2" 9�I2odU�P. BEING A PORTION OF SECTION 31, T11S, R14E, G&SRM, Landscape Architecture Urban Design NA WL� Offices located in: Tucson, Phoenix and COVER. SECTION A —A FRAME SECTION TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA Flagstaff, Arizona and Las Vegas, Nevada. EXPIRES 6/30/2010 DATE: SEPTEMBER 2009 Group 4444 E. Broadway Tucson, Az 85711 WLB INC. (520) 881-7480 CLEANOUT FRAME AND COVER CON OU 1 INTERVAL: W-J01 0105 SHEET 6 OF 6 CONTOUR INTERVAL: 1' A@112t, OJO 10 UMOl °UNoED eJb TOWN OF ORO VALLEY, PLANNING AND Z N a 11000 N. LA CANADA DRIVE, ORO VALLEY AZ 5 PHONE (52) 229--4800FAX: (52 )7 42- 022 www.townoforovalley.com APPLICATION FORM cc OV Case # (Office Use Only): (01 Application Type: Development Plan A. Project Manager/Developer Name: David Little. P.E. Firm: The WLB Group, Inc. Address: 4444 E. Broadway City: Tucson State: AZ Zip: 85711 Telephone: 881-7480 Fax: 881-7492 Email: dlittle(a)wlbgroup.com B. Property Owner (s), if more than one owner, attach list Name: Llovd Farlev Firm: Paramount Lodging Advisors Address: Scottsdale Airpark, 7730 E. Greenway Rd., Suite 104 City: Scottsdale State: AZ Zip: 85260 Telephone: 602-476-7340 Fax: 602-801-3908 Email: C. Subject Property Parcel/Tax Code: 220-04-3120: 220.04-3130; 220-04-3140; 220-04-3160 Legal Description/Property Address: A portion of Section 31, T11S, R14E 1520 & 1530 E. Tangerine Road, Oro Valley Area of property: 3.07 Acres Existing Zoning: PAD Proposed Zoning: PAD Is Proposed Zoning in conformance with General Plan designation? [ ] NIA [X ] Yes [ ] No General Plan Designation: Existing Land Use: Vacant Proposed Land Use: Hotel D. Previous Applications Relating To This Property OV8- OV9- OV10- OV11- OV12-04-30 OV13- E. Reason For Request Approval of a development plan for the construction of the Hampton Inn & Suites on Lots 1 & 2 and a portion of Lots 3 & 5 of Oro Valley Marketplace. This application is true and correct to the best of my knowledge. I am the owner of the above described property or have been authorized by the owner to make this application. 9/18/09 Date Signature W SOUTHWEST TRAFFIC ENGINEERING, LLC 6 October 2009 Michael Spaeth Town of Oro Valley Development Review 11000 North La Canada Drive Oro Valley, Arizona 85737 _ �J LJ SUBJECT: ORO VALLEY MARKETPLACE �� OCT 09 2009 ORACLE ROAD/TANGERINE ROAD r SQUARE FOOTAGE CHANGE 'U Town of Oro Malley Dear Mr. Spaeth: Please find enclosed a brief trip generation statement (TGS) regarding the proposed changes to the Oro Valley Marketplace project on the southwest corner of Oracle Road/Tangerine Road in Oro Valley, Arizona. The area located on the southwest corner of Tangerine Road/Marketplace Drive was originally designated for Pads Office 1, Office 2, Office 3, Office 4, Office 5, Office 6, Office 7, and Office 8 totaling 67,000 square feet of building space. As the development of the project has continued, the total square footage for these Pads has now been lowered to 65,994 square feet, due to the removal of Pads Office 1 and Office 2, along with reduction of Pads Office 3 and Office 5, to accommodate a new 22,689 square foot all suites hotel as shown in the attached Figure 1 at the end of this letter. The purpose of this letter is to outline the proposed building square footage changes to determine if the conclusions in the Final Traffic Impact Analysis Oro Valley Marketplace dated January 2006 (Original TIA) will need to be re-examined. As mentioned, the current proposal involves decreasing the overall project site in this area by 1,006 square feet of building space. Trip generation for the proposed building square footage was developed utilizing nationally agreed upon data contained in the Institute of Transportation Engineers (ITE) publication Trip Generation Manual, 74h Edition, 2003. In order to provide consistency with the Original TIA, compare apples to apples, and to provide analysis for the new building square footage, trip generation was estimated for the construction of 65,994 square feet of shopping center space based on ITE Land Use Code 820, Shopping Center using the ITE Trip Generation Manual, 7`h Edition, 2003. 3838 North Central Avenue Ste 1810 Phoenix, Arizona 85012 p 602.266.SWTE (7983) f 602.266.1115 vvvvvv.svute.us Michael Spaeth 6 Oct 09 Page 2 The result is the expected weekday trip generation for the revised Office 1, Office 2, Office 3, Office 4, Office 5, Office 6, Office 7, and Office 8 as shown in Table 1. Table 1 also shows the trip generation for original building square footages. The complete trip generation calculations can be found at the end of this letter. Table 1 — Weekday Trip Generation Weekday Trips Time Period Original Proposed Decrease in 67,000 s ft 65,994 s ft Trips ° �° Decrease` Average Daily, Inbound (vtpd) 1,439 1,418 21 -1% Average Daily, Outbound (vtpd) 1,439 1,418 21 -1% Total Daily 2,877 2,835 42 -3% AM Peak Hour, Inbound (vtph) 43 41 1 -3% AM Peak Hour, Outbound (vtph) 27 27 1 -3% Total AM Peak 70 68 2 -6% PM Peak Hour, Inbound (vtph) 121 119 2 -2% PM Peak Hour, Outbound (vtph) 131 129 2 -2% Total PM Peak 252 248 4 -3% vtpd - vehicle trips per day, vtph - vehicle trips per hour As shown in Table 1, the reduction in building space will result in a 3% decrease in projected weekday daily, 6% decrease in AM Peak hour, and 3% decrease PM peak hour vehicle trips. The recommendations outlined in the Original TIA Report should not be affected by these changes. Thank you again for your time and review of this TGS. If you have any questions regarding this TGS, please feel free to contact me at 602.266.7983. Respectfully Submitted, _ essio~ '� \F 1 C A U 32339 cr ANDREW R. Andrew Smigielski, PE, PTOE, PTP c SMIGIELSKI SouthWest Traffic Engineering, LLC ��as; �f Traffic Engineer 9,Q'®d cc: Williams Jones, WJ Commercial Enterprises David Little, The WLB Group (by email) Attachments m cQ CD N CD Q cn �D .0 D) Shopping Center LAND USE: 67,000 Square Feet Shopping Center Existing Square Footage TRIP GENERATION CALCULATIONS ARE BASED ON THE INSTITUTE OF TRANSPORTATION ENGINEERSTRIP GENERATION, SEVENTH EDITION. THE ITE LAND USE CODE IS Shopping Center (820) WEEKDAY Average Rate = 42.94 Trips per 1000 Square Feet (SF) T = 42.94 Trips x 67000 SF / 1000 T = 2877 VPD ENTER: (0.5)*(2877) = 1439 VPD EXIT: (0.5)*(2877) = 1439 VPD AM PEAK HOUR (ONE HOUR BETWEEN 7 AND 9 AM Average Rate = 1.03 Trips per 1000 Square Feet (SF) T = 1.03 Trips x 67000 SF / 1000 T = 70 VPH ENTER: (0.61)*(70) = 43 VPH EXIT: (0.39)*(70) = 27 VPH PM PEAK HOUR (ONE HOUR BETWEEN 4 AND 6 PM Average Rate = 3.75 Trips per 1000 Square Feet (SF) T = 3.75 Trips x 67000 SF / 1000 T = 252 VPH ENTER: (0.48)*(252) = 121 VPH EXIT: (0.52)*(252) = 131 VPH *where, T = trip ends TRIP GENERATION SUMMARY WEEKDAY 2877 VPD AM PEAK HOUR (ONE HOUR BETWEEN 7 AND 9 AM) 70 VPH PM PEAK HOUR (ONE HOUR BETWEEN 4 AND 6 PM) 252 VPH Shopping Center LAND USE: 65,994 Square Feet Shopping Center Proposed Square Footage TRIP GENERATION CALCULATIONS ARE BASED ON THE INSTITUTE OF TRANSPORTATION ENGINEERS' TRIP GENERATION, SEVENTH EDITION. THE ITE LAND USE CODE IS Shopping Center (820) WEEKDAY Average Rate = 42.94 Trips per 1000 Square Feet (SF) T = 42.94 Trips x 65994 SF / 1000 T = 2835 VPD ENTER: (0.5)*(2835) = 1418 VPD EXIT: (0.5)*(2835) = 1418 VPD AM PEAK HOUR (ONE HOUR BETWEEN 7 AND 9 AM Average Rate = 1.03 Trips per 1000 Square Feet (SF) T = 1.03 Trips x 65994 SF / 1000 T = 68 VPH ENTER: (0.61)*(68) = 41 VPH EXIT: (0.39)*(68) = 27 VPH PM PEAK HOUR (ONE HOUR BETWEEN 4 AND 6 PM Average Rate = 3.75 Trips per 1000 Square Feet (SF) T = 3.75 Trips x 65994 SF / 1000 T = 248 VPH ENTER: (0.48)*(248) = 119 VPH EXIT: (0.52)*(248) = 129 VPH *where, T = trip ends TRIP GENERATION SUMMARY WEEKDAY 2835 VPD AM PEAK HOUR (ONE HOUR BETWEEN 7 AND 9 AM) 68 VPH PM PEAK HOUR (ONE HOUR BETWEEN 4 AND 6 PM) 248 VPH 1A.. SOUTHWEST GAS [ORPORIIi1011 o October 19, 2009 Town of Oro Valley Planning & Zoning Hepa t..m.cut 11000 N.La Canada Dr. Oro Valley, Arizona 85737 OV1209-16 HAMPTON INN & SUITES OVMP Southwest Gas Corporation has no objection to the platting of the above mentioned project. However, existing natural gas facilities are located in adjacent right-of-way which may be affected by construction of this project. Blue Stake should be notified 48 hours prior to construction. Further information regarding natural gas facilities on or near this project may be acquired by contactin me at 794-6049. RICK BARON/ENGINEERING TECHNICIAN 3401 East Gas Road / Tucson, Arizona 85714-1994 P.O. Box 26500 / Tucson, Arizona 85726-6500 / (520) 889-1888 / 1-800-428-7324 www.swgas.com PUNITED ST/-ATES POSTAL SERVICE Tucson AL 85726-9998 Tows r Oro Valley July 31, 2009 Shirley Gay Development Coordinator Town of Oro Valley Planning & Zoning Division 11000 N La Canada Drive Oro Valley AZ 85737-7016 SUBJECT: Construction Projects and Recommendations for Delivery of Mail RE: OV 1209-16 Hampton Inn & Suites OVMP Parcel Number 220043120 (INREVU) Please contact the Postal Service before purchasing or installing mail receptacles. The Postal Service is not responsible for costs incurred to move or replace mail receptacles installed prior to obtaining proper authorization. Mail receptacles must be located on the delivery line of travel established by the Postal Service. To obtain approvals necessary to initiate mail delivery, please contact the USPS at least 90 days prior to the first move in. Your Postal Service contact for this project is: Station Manager: ORO VALLEY STATION Phone Number: 520.229.0320 Robert A. Sol Customer Relations Coordinator RAS:gv cc: Station Manager: 85737 w/encl: "Project Checklist' V I a AUDREY FARENGA ADDRESSING REVIEW PH#: 740-6800 FAX #: 623-5411 201 N. STONE AV., 1ST FL TUCSON, AZ 85701-1207 TO: TOWN OF ORO VALLEY PLANNING DEPARTMENT FROM: AUDREY FARENGA, ADDRESSING REVIEW SUBJECT: OV1209-16 HAMPTON INN & SUITES/DEVELOPMENT PLAN DATE: October 19, 2009 The above referenced project has been reviewed by this Division for all matters pertaining to street naming/addressing, and the following matters must be resolved prior to our approval: 1. Shade in only the portion of this development plan on the Location Map. 2. Change Catalina Shadows Estates Bk 37, Pg 71 to Bk 41, Pg 24 on Location Map. 3. Delete Palisades Pointe Bk 45, Pg 48 on Location Map. This is in the incorrect area. 4. Label Tangerine Road on the Site Development Plan. 5. Label Water Harvest Way on sheet 5. V\'V\ Tucson C/ectric Pouter Company 4350 E. Irvington Road, Tucson, AZ 85714 Post Office Box 711. Tucson. AZ 85702 WR#217648 October 22, 2009 The WLB Group Attn: David Little 4444 E Broadway Tucson, Arizona 85711 Dear Mr. Little : SUBJECT: Hampton Inn & Suites OVMP OV1209-16 Tucson Electric Power Company has reviewed and approved the development plan submitted October 09, 2009. It appears that there are no conflicts with the existing facilities within the boundaries of this proposed development. Enclosed is a copy of a TEP facilities map showing the approximate location of the existing facilities. Any relocation costs will be billable to the customer. In order to apply for electric service, call the New Construction Department at (520) 918- 8300. Submit a final set of plans including approved site, electrical load, paving off -site improvements and irrigation plans, if available include a CD with the AutoCAD version of the plans. If easements are required, they will be secured by separate instrument. Your final plans should be sent to: Tucson Electric Power Company Attn: Mr. Richard Harrington New Business Project Manager P. O. Box 711 (DB-101) Tucson, AZ 85702 520-917-8726 Should you have any technical questions, please call the area Designer Lisa Romero at (520) 918-8261. Sincerely, Elizabeth Miranda Office Support Specialist Design/Build Im Enclosures cc: S. Gay, Town of Oro Valley (email) Lisa Romero, Tucson Electric Power 0 0 N O U 0 0 0 I i 0 z Q H- w 0 L,J w O i 0 Q E 0 O Li 0 Ln O Ln 00 GENERAL NOTES: 1. THE GROSS AREA OF DISTURBANCE INCLUDING ACCESS ROAD IS 3.07 ACRES. 25. DEVELOPER WILL INSTALL ALL LIGHTING IN CONFORMANCE TO ORO VALLEY THE GROSS AREA OF THIS DEVELOPMENT IS 2.53 ACRES. LIGHTING CODE. NIGHT LIGHTING, INCLUDING SIGNAGE, WILL BE DIMMED TO 2. NET BUILDING AREA = 22,689 SQ. FT. THE GREATEST EXTENT ENABLED BY THE OVZCR LIGHTING CODE, FLOOR AREA RATIO CALCULATION 26. THIS DEVELOPMENT PLAN IS SUBJECT TO THE GENERAL NOTES AND MAXIMUM ALLOWED: 0.3(2.53 ACRES) = 0.76 ACRES CONDITIONS OF THE DEVELOPMENT PLAN/PRELIMINARY PLAT FOR ACTUAL: 22,689 S.F. OR 0.52 ACRES ORO VALLEY MARKETPLACE, CASE NO. OV-12-04-30. 0.52 ACRES/2.53 ACRES = 20.6% „ORO 27, LANDSCAPING THAT FALLS WITHIN THE SIGHT VISIBILITY TRIANGLES (SVT) SHALL 3. EXISTING ZONING: RV PAD C-2 VALLEY MARKET PLACE" BE A MAXIMUM OF 30" HIGH OR PROVIDE A 6' WINDOW OF CLEARANCE. 4. MINIMUM AREA OF LANDSCAPE OPEN SPACE REQUIRED = 10% (0.25 ACRES) 28. ALL-WEATHER ACCESS WILL BE PROVIDED TO ALL STRUCTURES WITHIN THIS DEVELOPMENT. PROVIDED =18% (0.46 ACRES) 29. DRAINAGE STRUCTURES SHALL BE CONSTRUCTED AND INSTALLED ACCORDING 5. PARKING REQUIREMENTS: TO TOWN STANDARDS AND PAID FOR BY THE DEVELOPER. ALL DRAINAGE PARKING REQUIRED: PARKING PROVIDED: STRUCTURES MUST BE DESIGNED TO HANDLE A 100 YR FLOW. BLDG: 95 SPACES 30. FURTHER LOT SPLITTING OR LOT LINE ADJUSTMENTS MAY BE APPROVED BY THE HANDICAP ACCESSIBLE: 6 SPACES ZONING ADMINISTRATOR AND THE MAYOR AND COUNCIL UPON CONSIDERATION BLDG. = 1 SPACE PER GUESTROOM x 101 ROOMS (2 VAN ACCESSIBLE SPACES PROVIDED) OF THE FINAL PLAT. TOTAL REOUIRED = 101 SPACES TOTAL PROVIDED= 101 SPACES 31. MAINTENANCE AND OPERATION OF THE PRIVATE SANITARY SEWER TO ITS POINT BICYCLE PARKING FACILITIES: OF CONNECTION TO THE PUBLIC SEWER IS THE RESPONSIBILITY EIGHT (8) TYPE II OF THE PROPERTY OWNER. 6. THE BASIS OF BEARINGS FOR THIS PROJECT IS THE WEST LINE OF THE 32. THE OWNER/DEVELOPER IS RESPONSIBLE FOR BLUE REFLECTIVE STREET --- SOUTHWEST QUARTER OF SECTION 32, TOWNSHIP 12 SOUTH, RANGE 14 MARKERS AT HYDRANT LOCATIONS. EAST, GILA &SALT RIVER MERIDIAN, TOWN OF ORO VALLEY, PIMA 33. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL n COUNTY, ARIZONA. BEARING BEING NO. 00 39 W. PROPOSED DRAINAGE STRUCTURES. - - -� 7. BASIS OF ELEVATION: ELEVATIONS ARE BASED ON NGVD 1929 BEING THE TOP OF A BRASS 34. ALL ROOFTOP MECHANICAL WILL BE FULLY SCREENED FROM ALL SURROUNDING DISK IN CONCRETE, HIGHWAY RIGHT-OF-WAY MARKER STATION 769+90.44 NORTH SIDE OF ROADWAYS AND PROPERTIES. TANGERINE ROAD, 99 FEET NORTH OF PAVEMENT CENTERLINE, 430 FEET EAST OF BRIDGE 35. ALL STORM DRAIN SYSTEMS DISCHARGING OFFSITE WILL BE EQUIPPED WITH A OVER BIG WASH. ELEVATION = 2687.29 (NGVD 29) STORM WATER SEPARATOR. (TRITON CATCH BASIN INSERT OR EQUIVALENT) --- 8. DEVELOPER WILL COVENANT TO HOLD THE TOWN OF ORO VALLEY, ITS SUCCESSORS, 36. ANY WASTEWATER DISCHARGED INTO THE PUBLIC SANITARY SEWERAGE SYSTEM AND ASSIGNS, HARMLESS IN THE EVENT OF FLOODING. SHALL MEET THE REQUIREMENTS OF THE INDUSTRIAL WASTE ORDINANCE j 9. DRAINAGE WILL NOT BE ALTERED, DISTURBED OR OBSTRUCTED WITHOUT (PIMA COUNTY ORDINANCE NO. 1991-140, AS AMENDED). - - THE APPROVAL OF THE ORO VALLEY TOWN COUNCIL. 37. THE DEVELOPER WILL APPLY WATER AS NEEDED TO CONTROL DUST DURING 10. THE PROPOSED DRAINAGE WAYS WILL BE CONSTRUCTED ACCORDING TO APPROVED PLANS PRIOR CONSTRUCTION. THE TOWN OF ORO VALLEY HAS THE ABILITY TO CALL INTO THE ISSUANCE OF ANY PERMITS FROM THE TOWN ENGINEER AND/ OR BUILDING OFFICIAL. WATERING TRUCKS, AT THE DEVELOPER'S EXPENSE, DURING CONSTRUCTION 11. ON -SITE PARKING LANES DESIGNED FOR SU-30 VEHICLE, DESIGN SPEED EQUALS IF WATERING IS DEEMED INADEQUATE BY THE TOWN STAFF. IN ACCORDANCE 10 MPH. ON -SITE ROADWAY TRAVEL LANES DESIGNED FOR SU-30 VEHICLE WITH PIMA COUNTY REGULATIONS, AIR QUALITY WILL BE MONITORED. SERVICE VEHICLE DESIGN BASED ON WB-40, 15 MPH DESIGN SPEED. A THIN LAYER OF DECOMPOSED GRANITE (2') WILL BE APPLIED TO ALL FUTURE j 12. APPROVED IMPROVEMENT PLANS AND APPROVED ASSURANCES WILL BE PHASE DEVELOPMENT WITHIN 30 DAYS AFTER CONSTRUCTION WATERING IS REQUIRED PRIOR TO ISSUANCE OF GRADING PERMITS. DISCONTINUED. 13. ANY RELOCATION MODIFICATION, ETC. OF EXISTING UTILITIES AND/OR PUBLIC IMPROVEMENTS 38. COLORED, TEXTURED PATTERNED CONCRETE TO BE USED FOR ALL NECESSITATED BY THE PROPOSED DEVELOPMENT WILL BE AT NO EXPENSE TO THE PUBLIC. PEDESTRIAN CROSSINGS. - 14. THE FOLLOWING UTILITIES WILL PROVIDE SERVICE TO THIS DEVELOPMENT: 39. ALL RETAINING WALLS AND DRAINAGE STRUCTURES SHALL BE CONSTRUCTED A POWER TUCSON ELECTRIC POWER COMPANY OF MATERIALS THE SAME COLOR AS NATIVE ROCK FOUND ONSITE. l B GAS SOUTHWEST GAS CORPORATION 40. IN COMPLIANCE WITH THE NEWLY ADOPTED OVZCR COMMERCIAL CODE C WATER ORO VALLEY WATER UTILITY SECTION 25.1A6., AN ODOR ABATEMENT PLAN WILL BE PROVIDED. IN ----�' - D SEWER PIMA COUNTY WASTEWATER MANAGEMENT ACCORDANCE WITH THE GUIDELINES ESTABLISHED BY TOWN STAFF. E TELEPHONE QWEST COMMUNICATIONS 41. DUMPSTERS MAY NOT BE POSITIONED IN A MANNER SO THAT OPENINGS FACE F FIRE PROTECTION GOLDER RANCH FIRE DEPT. TANGERINE ROAD - UNLESS FULLY ENCLOSED WITHIN A LOADING ZONE. ---- G CABLE TELEVISION COMCAST 42. AS REQUIRED IN OVZCR SECTION 25.1, ALL OPERATIONS AND STORAGE SHALL 15. THIS PROJECT WILL BE SERVED BY ORO VALLEY WATER UTILITY WHICH HAS BEEN BE CONDUCTED WITHIN A COMPLETELY ENCLOSED BUILDING OR WITHIN AN DESIGNATED AS HAVING AN ASSURED 100 YEAR WATER SUPPLY BY THE DIRECTOR OPAQUE BARRIER DESIGNED TO MATCH THE AIN BUIL ING ON THE SITE. 1 ITEMS STORED, EXCLUDING LIVE VEGETATION NURSERY MAY NOT BE VISIBLE - J OF WATER RESOURCES. WATERLINE EASEMENT WILL BE PROVIDED BY SEPARATE INSTRUMENT. , FROM PRIVATE OR PUBLIC STREETS OR ADJA ENT RES DENTIAL AREAS. 16. REQUIRED FIRE FLOW FOR THIS DEVELOPMENT IS 2,000 G.P.M. FOR A 2 HR. DURATION. 43. NO CONSTRUCTION, CLEARING OF VEGETATION, GROUND DISTURBANCE, OR --- - 17. ON -SITE SANITARY SEWERS EXCEPT PUBLIC SEWER WITHIN PUBLIC SEWER EASEMENTS OR ALTERATION OF ANY FORM IS ALLOWED WITHIN THE CONSERVATION EASEMENT, OR RIGHT-OF-WAYS, WILL BE PRIVATE AND WILL BE CONSTRUCTED, OPERATED AND EXCEPT THAT THE REMOVAL OF NON-NATIVE VEGETATION AND MAINTENANCE MAINTAINED ON A PRIVATE BASIS. THE LOCATION AND METHOD OF CONNECTION TO OF NATIVE VEGETATION IS ALLOWED AND IS THE RESPONSIBILITY OF THE \ AN EXISTING PUBLIC SANITARY SEWER IS SUBJECT TO REVIEW AND APPROVAL BY PROPERTY MANAGEMENT ASSOCIATION. ANY ACTIVITIES NOT EXPRESSLY ALLOWED THE PIMA COUNTY WASTEWATER MANAGEMENT DEPARTMENT AT THE TIME REQUIRE APPROVAL OF THE PROPERTY MANAGEMENT ASSOCIATION AND THE TOWN. OF SUBMITTAL OF PLUMBING OR BUILDING PLANS. 44. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN REASONABLE ACCESS TO 18. A PROJECT CONSTRUCTION PERMIT MUST BE SECURED FROM PIMA COUNTY THE PUBLIC TRANSIT SYSTEM. ACCESS MUST COMPLY WITH THE AMERICANS WASTEWATER MANAGEMENT BEFORE BEGINNING ANY WORK ON THIS PROJECT. WITH DISABILITIES ACT. THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING TEMPORARY BUS STOPS IF PERMANENT BUS STOP SIGNAGE IS REMOVED OR ACCESS 19. A LANDSCAPE PLAN HAS BEEN SUBMITTED UNDER SEPARATE COVER. IS PROHIBITED DUE TO CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL NOTIFY 20. THE PROPERTY OWNERS, HIS SUCCESSORS OR ASSIGNS AGREE TO: SUN TRAN (DARRELL C. JUAN 520-623-4301) 48 HOURS PRIOR TO STARTING 1) KEEP ALL REQUIRED LANDSCAPED AREAS MAINTAINED IN A WEED FREE, CONSTRUCTION OR REMOVAL OF ANY BUS STOPS. TRASH FREE CONDITION. 45. PRIOR TO ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY(S), THE CONTRACTOR 2 REPLACE ANY DEAD PLANT MATERIALS WITHIN 90 DAYS AND, SHALL SUBMIT A TRAFFIC CONTROL PLAN THAT ADDRESSES ADEQUATE SEPARATION 3 MAINTAIN THE IRRIGATION SYSTEM IN PROPER WORKING ORDER. OF CONSTRUCTION ACTIVITIES AND GENERAL PUBLIC ACCESS. 21. THE SOILS ENGINEER OF RECORD OR OTHER REGISTERED PROFESSIONAL CIVIL ENGINEER 46. THE LANDSCAPING WITHIN ALL PUBLIC SEWER EASEMENTS SHOWN HEREON SHALL WITH EXPERTISE IN THE AREA OF SOILS ENGINEERING SHALL CERTIFY, IN WRITING, THAT BE IN ACCORDANCE WITH THE PLANTING GUIDELINES OF PC/COT STANDARD ALL SOILS OPERATIONS FOR THE DEVELOPMENT OF ORO VALLEY MARKETPLACE WERE DETAIL WWM. A-4. PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS AS SET FORTH IN THE 47. NO PERMANENT STRUCTURES (I.E., MASONRY WALLS, FENCES, ETC.) MAY BE GEOTECHNICAL INVESTIGATION BY SPEEDIE AND ASSOCIATES DATED FEB. 12, 2007 CONSTRUCTED ON OR THROUGH THE PUBLIC SEWER EASEMENTS SHOWN HEREON PROJECT NO. 0607125A AND ANY ACCEPTED ADDENDA/ AMENDMENTS MADE THERETO. WITHOUT SEPARATE WRITTEN CONSENT OF THE PIMA COUNTY WASTEWATER SAID ENGINEER WILL FURTHER CERTIFY, IN WRITING, THAT ALL MATERIALS UTILIZED ON MANAGEMENT DEPARTMENT. THIS DEVELOPMENT ARE IN CONFORMANCE WITH THE ACCEPTED PLANS AND SPECIFICATIONS. CERTIFICATIONS, IN WRITING, ARE TO BE RECEIVED BY THE 48. FIRE HYDRANTS CONNECTED TO AN APPROVED WATER SUPPLY OF 2,000 GPM FOR TOWN ENGINEER OF THE TOWN OF ORO VALLEY PRIOR TO THE REQUEST FOR ANY FIRE PROTECTION SHALL BE INSTALLED AND IN SERVICE PRIOR TO COMBUSTIBLE BUILDING PERMITS AND/OR INSPECTION AND THE RELEASE OF ASSURANCES. MATERIAL DELIVERY TO THE SITE. TEMPORARY CONSTRUCTION OFFICE TRAILERS 22. THE PROFESSIONAL ENGINEER OF RECORD SHALL SUBMIT AS -BUILT RECORD DRAWINGS AND ARE CONSIDERED COMBUSTIBLE MATERIALS. CERTIFY IN WRITING THAT ALL IMPROVEMENTS, WHETHER PRIVATE OR PUBLIC, HAVE BEEN 49. APPROVED FIRE APPARATUS ACCESS ROADS SHALL BE INSTALLED AND IN SERVICE - CONSTRUCTED, PLACED, INSTALLED, ETC., IN SUBSTANTIAL CONFORMANCE WITH THE PRIOR TO COMBUSTIBLE MATERIAL DELIVERY TO THE SITE. ACCEPTED PLANS FOR THIS DEVELOPMENT. CERTIFICATIONS, IN WRITING AND THE 50. AN APPROVED AUTOMATIC SPRINKLER SYSTEM SHALL BE INSTALLED AS -BUILT RECORD DRAWINGS ARE TO BE RECEIVED BY THE TOWN OF ORO VALLEY A THROUGHOUT EACH BUILDING. - - MINIMUM OF TWO(2) WEEKS PRIOR TO THE REQUEST FOR CERTIFICATES OF OCCUPANCY 51. TEMPORARY STREET SIGNS SHALL BE INSTALLED AT EACH STREET INTERSECTION - - AND/OR FINAL INSPECTION BY THE DEPARTMENT OF PUBLIC WORKS AND THE RELEASE WHEN CONSTRUCTION OF NEW ROADWAYS ALLOWS PASSAGE OF VEHICLES. ALL OF ASSURANCES, IF THE PROJECT IS PHASED THE ABOVE PERTAINS TO EACH PHASE. STRUCTURES UNDER CONSTRUCTION SHALL BE CLEARLY IDENTIFIED WITH AN APPROVED ADDRESS. 23. 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. SEPARATE PLAN CHECK(S) AND PERMIT(S) ARE REQUIRED, ALL IN ACCORDANCE WITH THE APPLICABLE CODES OF THE TOWN OF ORO VALLEY. 24. A DRAINAGE REPORT ADDENDUM HAS BEEN PREPARED AND HAS BEEN SUBMITTED TO THE TOWN OF ORO VALLEY FOR REVIEW AND APPROVAL WITH THIS DEVELOPMENT PLAN. The Engineering . Planning e . Surveying Landscape Architecture Urban Design /� Offices located in: Tucson, Phoenix and A � L B Flagstaff, Arizona and Las Vegas, Nevada. G rouP 4444 E. Broodwcy (520) 881 7480 Tucson, Az 85711 INC. o n O DEVELOPMENT PLAN FOR HAMPTON INN SUITES AT ORO VALLEY MARKETPLACE SCALE: 1 "=40' RANCHO VISTOSO-NEIGHBORHOOD 4 CASE NO. OV12-XX-XX SITE DEVELOPMENT PLAN LEGEND: PROP. HARDSCAPE AREAS HEAVY DUTY PAVEMENT LIGHT DUTY PAVEMENT DECORATIVE CROSS WALK EXIST. SEWER, TELEPHONE ETC. EASEMENT PROPOSED PRIVATE SANITARY SEWER EASEMENT PROPOSED WATER LINE EASEMENT NEW WATERLINE,VALVE & FIRE HYDRANT EXIST. SEWER LINE & MANHOLE EXIST. WATERLINE & VALVE BUILDING SETBACK ORO VALLEY MARKE- PLACE CONTOUR (1' INCREMENT) NEW HANDRAIL ADOT ROW LINE TYPE II BIKE RACK Two working days before you dq CALL FOR THE BLUE STAKE; I-NO-M-539 Blue Stake Center 2950- 2951 4i. C. yrJ f 40.00 TC 40.00 FG S PIMA COUNTY ADDRESSING PROP. CONTOUR (5' INCREMENTS) PROP. CONTOUR (1' INCREMENT) FLOW LINE GRADING LIMITS EXIT. PAVEMENT & CURB DIRECTION OF FLOW LOT LINE PROPERTY BOUNDARY NEW PAVEMENT & CURB ORO VALLEY MARKET PLACE FINISHED ELEVATION PROPOSED FINISHED ENGINEER ELEVATION THE WLB GROUP, INC. NUMBER OF PARKING 4444 E. BROADWAY SPACES PROVIDED TUCSON, AZ 85711 CONTACT: DAVID W. LITTLE, P.E. WATERSHED BOUNDARY PHONE: (520)881-7480 CONCENTRATION POINT FAX: (602)221-1275 100-YEAR WSEL SHEET INDEX: SHEET 1 COVER SHEET SHEET 2 SITE PLAN SHEET SHEET 3 GRADING PLAN SHEET SHEET 4 UTILITY PLAN SHEET SHEET 5 ACCESS ROAD PLAN SHEET SHEET 6 DETAIL SHEET UNSUBDIVIDED UNSUBDIVIDED R14E G 0 oti �o a RV PAD NEIGHBORHOOD 2 COMMERCIAL CENTER R.V. PAD NEIGHBORHOOD 4 CATAL71NA (M&P),A PG.7 ESTATES PAD -�1 32 T11S BK 3 IBORHOOD\ 3 RV PAD I D DESERT SPRINGS T12S 6 5 BK 51(M&P), PG 11 PALISADES .48 CATAUNA STATE PARK BK.45, PG48 � R 1-36 PROJECT AREA /COO WPS%��i LOCATION MAP A PORTION OF SECTION 31 T1 1 S R14E AND G&SRM, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA 3" = 1 MILE TANGERINE ROAD -(DKT. 9240 PG. 322) - ECT SITE �w ti j 1 Q f, r r � ' k ' ORO VALLEY MARKETPLACE PROJECT OVERVIEW F9SCALE: 1 "=800' APPROVED: OWNER'S REPRESENTATIVE PARAMOUNT LODGING ADVISORS SCOTTSDALE AIRPARK 7730 EAST GREENWAY ROAD, SUITE 104 SCOTTSDALE, ARIZONA 85260 CONTACT: LLOYD FARLEY PIMA COUNTY WASTEWATER MANAGEMENT DEPT DATE 1, KATHRYN E. COVELIER, CMC, TOWN CLERK, TOWN OF ORO VALLEY, ARIZONA, HEREBY CERTIFY THAT THIS IS THE TRUE AND CORRECT DEVELOPMENT PLAN AS APPROVED BY THE ORO VALLEY MAYOR AND TOWN COUNCIL ON KATHRYN E. CUVELIER, CMC TOWN CLERK DATE OV12-XX-XX PHONE: 602-476-7340 DEVELOPMENT PLAN FOR FAX: 602-801-3908 36234 DAVID W. LI TILE EXPIRES 6/30/2010 nAMPTON INN 0C S'UITES' AT ORO VALLEY MARKETPLACE RANCHO VISTOSO- IVEIGHBORHHOOD 4 LOTS 1&2 AND A PORTION OF LOTS 3&5 OF ORO VALLEY MARKETPLACE PER BOOK 64 OF MAPS AND PLATS, PAGE 42BEING A PORTION OF SECTION 31, T11 S, R14E, G&SRM, R C IE 0 TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA D ' DATE: SEPTEMBER, 2009 0 i; i 0 2 WLB NO. 185050-W-J01 /0105 SHE E CONTOUR INTERVAL: 1' aae O 0 N O U 0 n N O I I 0 z Q J (Z Z W w w G CL E 0 0 O W 0 Ln O Ln 00 i z CONSTRUCTION NOTES 1 MATCH LOOP ROAD PAVING PLANS PREPARED BY THE WLB GROUP, INC. MATCH ORO VALLEY MARKETPLACE GRADING AND 0 PAVING PLANS PREPARED BY THE WLB GROUP, INC. O 6" CONCRETE VERTICAL CURB PER PC/COT STD. DET. 209, TYPE 2 SEE DETAIL 1 SHEET 6. ® CONSTRUCT ASPHALT SWALE. © CONCRETE SIDEWALK PER PC/COT STD. DET. NO. 200. 70 HANDRAIL PER PC/COT SD 105. ® DECORATIVE CROSSING PER PC/COT DET. NO. 201. U9 TYPICAL PARKING STALL LAYOUT PER DETAIL 4 SHEET 6. 10 BICYCLE RACK AND A MIN. OF 1 CLASS 1 LOCKER SHALL BE LOCATED ONSITE PER DETAIL 9, SHEET 6. INSTALL STORMDRAIN CLEANOUT WITH SOLID GRATE PER 11 DETAIL 6, SHEET 6. 12 HEADWALL BY SEPARATE PERMIT. 13 DUMPSTER ENCLOSURE PER DETAIL 5, SHEET 6. CONSTRUCT CURB OPENING WITH VERTICAL CURB PER 14 DETAIL 3, SHEET 6. 15 CONSTRUCT EARTHEN SWALE. 16 VAN ACCESSIBLE HANDI-CAP STALLS PER DETAIL 7 SHEET 6. 17 HANDI-CAP PARKING STALLS PER DETAIL 8 SHEET 6. 18 HANDI-CAP RAMP PER PC/COT STD. DET. NO. 207 WITH TRUNCATED DOMES PER ADA STANDARDS. - MATCH BANK PROTECTION PLANS PREPARED BY THE 19 WLB GROUP, INC. �O 0" CURB REVEAL. 21 0" CURB REVEAL TO 6" VERTICAL CURB TRANSITION. © SIDEWALK SCUPPER TYPE 1 PER PC/COT STD. DTL. NO. 204. SIDEWALK SCUPPER TYPE 2 PER PC/COT STD. DTL. NO. 205. ® TYPE 1 CATCH BASIN PER PC/COT STD. DTL. NO. 307 AND 311. TYPE 4 CATCH BASIN PER PC/COT STD. DTL. NO. 309 AND 311. ©NYLOPLAST PREFABRICATED CATCH BASIN W/15" GRATE OR APPROVED EQUIVALENT. HANDI-CAP RAMP PER PC/COT STD. DET. NO. 207. ]SCALE: 1 20-1 STD' 60' 00 LLJ L0 N O 0 z O �. ��TYP. 3 �'/J v �ENWM!®pAD.iL6 F'- : r FAG © TANGERINE ROAD ADOT R/W (WIDTH VARIES) -- z uJ Mir—) w� Q n- >-- - -• J � �� ��- Ir�Qn���Cl�inC�.l_ 1(l�Jn���(1%��.� I(�n�� �('•nn�l( ,��;�C`1 1r Ir���� � M. j / 88'32' 46" TRUNCATED DOM WI 3 o , / oo// LOT ,vi IN U 4��'j TO r LOT 2 Hf-1, v P _� a 9 TYP. 0 oCL 06 F-- © -- I 17.50'- TYP 1, 14 )A�STANDARDS L3 i IV. 17 LOT 3Fi TRUNCATED DOMES PER ADA STANDARDS LOT 5 I I r a 9 6 18 - D g V. O e ------- - _ - - 0 BIG WA lo / 3i EXPIRES 6/30/2010 14 ' �j 17.50' TYP. / YF': g ,34• 00 / ,�f'j /� • i D' ' / ..• p '•a :° pie .).�?U�?Z7i1 I Oe 2— XX— XX DEVELOPMENT PLAN FOR HAM TON INN & SUITES AT ORO VALLEY MARKETPLACE R + -�-CHO 'ISTOSO— NEIGHBORHOOD 4 LOTS 1&2 AND A PORTION OF LOTS 386 OF ORO VALLEY MARKETPLACE PER BOOK 64 OF MAPS AND PLATS, PAGE 42 BEING A PORTION OF SECTION 31, T11 S, R14E, G&SRM, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA DATE: SEPTEMBER, 2009 WLB NO. 185050-W-J01 /0105 CONTOUR INTERVAL: 1' SHEET 2 OF 6 m O O C111 0� O U O 0 �i O I F-- I n z Q n z w CL O J W W 0 / C 0 a / 0 O w O Ln O Ln DO / z CONSTRUCTION NOTES MATCH LOOP ROAD PAVING PLANS PREPARED BY THE WLB GROUP, INC. MATCH ORO VALLEY MARKETPLACE GRADING AND PAVING PLANS PREPARED BY THE WLB GROUP, INC. 0 6" CONCRETE VERTICAL CURB PER PC/COT STD. DET. 209, TYPE 2 SEE DETAIL 1 SHEET 6. ® CONSTRUCT ASPHALT SWALE. © CONCRETE SIDEWALK PER PC/COT STD. DET. NO. 200, O7 HANDRAIL PER PC/COT SD 105. ® DECORATIVE CROSSING PER PC/COT DET. NO. 201. 90 TYPICAL PARKING STALL LAYOUT PER DETAIL 4 SHEET 6. 10 BICYCLE RACK AND A MIN. OF 1 CLASS 1 LOCKER SHALL 0 BE LOCATED ONSITE PER DETAIL 9, SHEET 6. 11 INSTALL STORMDRAIN CLEANOUT WITH SOLID GRATE PER DETAIL 6, SHEET 6. 12 HEADWALL BY SEPARATE PERMIT. 13 DUMPSTER ENCLOSURE PER DETAIL 5, SHEET 6. CONSTRUCT CURB OPENING WITH VERTICAL CURB PER 14 DETAIL 3, SHEET 6. 15 CONSTRUCT EARTHEN SWALE. 16 VAN ACCESSIBLE HANDI—CAP STALLS PER DETAIL 7 SHEET 6. 17 HANDI—CAP PARKING STALLS PER DETAIL 8 SHEET 6. 18 HANDI—CAP RAMP PER PC/COT STD. DET. NO. 207 WITH TRUNCATED DOMES PER ADA STANDARDS. 19 MATCH BANK PROTECTION PLANS PREPARED BY THE WLB GROUP, INC. �0 0" CURB REVEAL. 21 0" CURB REVEAL TO 6" VERTICAL CURB TRANSITION. SIDEWALK SCUPPER TYPE 1 PER PC/COT STD. DTL. NO. 204. �3 SIDEWALK SCUPPER TYPE 2 PER PC/COT STD. DTL. NO. 205. ® TYPE 1 CATCH BASIN PER PC/COT STD. DTL. NO. 307 AND 311. TYPE 4 CATCH BASIN PER PC/COT STD. DTL. NO. 309 AND 311. 26 NYLOPLAST PREFABRICATED CATCH BASIN W/15" GRATE OR APPROVED EQUIVALENT. 0 HANDI—CAP RAMP PER PC/COT STD. DET. NO. 207. 0' 20' 40' 60' E9 6n.-PENI SCALE: 1 "= 20' The Engineering • Planning• • Surveying Landscape Architecture Urban Design /� Offices located in: Tucson, Phoenix and VVL. Flagstaff, Arizona and Las /egos, Nevado. Group4444 E. Broadway Tucson, Az 8571 1 INC. VVLB(520) 881 —7480 NOTE: EXISTING LANDSCAPE TO REMAIN IN PLACE AND PROTECTED U V 7 Z— X .X — A X ALONG EDGE OF LANDSCAPE DURING CONSTRUCTION DEVELOPMENT PLAN FOR _____ HAMPTON INN & SUITES AT ORO VALLEY MARKETPLACE RANCHO VISTOSO- NEIGHBORHOOD 4 DAVID W. LITTLE`• LOTS 1 &2 AND A PORTION OF LOTS 3&5 OF ORO VALLEY MARKETPLACE $,e/ag 6. / PER BOOK 64 OF MAPS AND PLATS, PAGE 42 9�JZoNA 5� BEING A PORTION OF SECTION 31, T11 S, R14E, G&SRM, EXPIRES 6/30/2010 TORN OF ORO VALLEY, PIMA COUNTY, ARI70NA DATE: SEPTEMBER, 2009 WLB NO. 185050—W—JOI /0105 SHEET 3 OF CONTOUR INTERVAL: 1' 1 U O a d' O I I 0 z Q z w O w w w 0 / c 0 a 0 0 0 Iw O Ln O Ln 00 / z UTILITY NOTES NOTE: ALL UTILITIES PER ORO VALLEY MARKETPLACE IMPROVEMENT PLANS. EXISTING 20' WATERLINE EASEMENT, DKT. 11894, PG. 2056. 02 EXISTING 8" PVC WATERLINE. ❑3 EXISTING 16" PVC WATERLINE. ® EXISTING 16"x8" TAPPING SLEEVE AND 8" VALVE, B&C. ❑5 EXISTING 2" IRRIGATION SERVICE. © EXISTING 1.5" IRRIGATION SERVICE. 71 EXISTING 21" PUBLIC SEWER. ® EXISTING 8" PRIVATE SEWER. F9 EXISTING 6" BCS. 10 EXISTING 153.00 LF 8" PRIVATE SEWER TO BE REMOVED. 11 EXISTING 44.43 LF 6" BCS TO BE REMOVED. 12EXISTING PRIVATE SSMH TO BE REMOVED RIM=2680.66 INV. OUT=2675.01 13 8" PVC WATERLINE. 14 8" DIP WATERLINE. 15 8%45' HORIZONTAL BEND. 16 8%45' VERTICAL BEND. 17 8"x9O' HORIZONTAL BEND. 18 8%22 1 /2' HORIZONTAL BEND. 19 8%11 1 /4' HORIZONTAL BEND. 2� 2" MODIFIED DVA PER OVWU-100 21 6" FIRE SERVICE 2� 2" WATER SERVICE 2� 1" IRRIGATION METER 0' 20" 40' 60" 9 6?%mmmmml SCALE: 1 "= 20' The Engineering . Planning • . Surveying Londscape Architecture Urban Design `A /� Offices located in: Tucson, Phoenix and VVL Flagstaff, Arizona and Las Vegas, Nevada. G ���.y AA 4444 E Broadway Tucson, Az 85711 INC. NIB(520) 881 —7480 DEVELOPMENT PLAN FOR HAMPTON INN & SUITES AT SS' o, ORO VALLEY MARKETPLACE �aQ I CA 36234 yRANCHO VISTOSO— NEIGHBORHOOD 4 34 Q �., oLITw. LOTS 1&2 AND A PORTION OF LOTS 3&5 OF ORO VALLEY MARKETPLACE $fe lb.g.o9 PER BOOK 64 OF MAPS AND PLATS, PAGE 42 ONA ASP BEING A PORTION OF SECTION 31, T11S, R14E, G&SRM, EXPIRES 6/30/2010 TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA DATE: SEPTEMBER, 2009 WLB NO. 185050—W—J01 /0105 SHEET 4 OF CONTOUR INTERVAL: 1' �*l m 0 0 N C 0 0 0 0- Ln 0 a- 0 i z Q z w 12 CL 0 W W 0 C C 0 0 0 w 0 Ln 0 LO co CONSTRUCTION NOTES MATCH LOOP ROAD PAVING PLANS PREPARED BY 0 THE WLB GROUP, INC. O MATCH ORO VALLEY MARKETPLACE GRADING AND PAVING PLANS PREPARED BY THE WLB GROUP, INC. O 6" CONCRETE VERTICAL CURB PER PC/COT STD. DET. 209, TYPE 2 SEE DETAIL 1 SHEET 6. ® CONSTRUCT ASPHALT SWALE. © CONCRETE SIDEWALK PER PC/COT STD. DET. NO. 200. O7 HANDRAIL PER PC/COT SD 105. ® DECORATIVE CROSSING PER PC/COT DET. NO. 201. 9O TYPICAL PARKING STALL LAYOUT PER DETAIL 4. SHEET 6. 10 BE LOCATED RACK NSITE PERAND A NDEOTAIL 9L SHEET LOCKER SHALL INSTALL STORMDRAIN CLEANOUT WITH SOLID GRATE PER 11 DETAIL 6, SHEET 6. 12 HEADWALL BY SEPARATE PERMIT. 13 DUMPSTER ENCLOSURE PER DETAIL 5, SHEET 6. CONSTRUCT CURB OPENING WITH VERTICAL CURB PER 14 DETAIL 3, SHEET 6. 15 CONSTRUCT EARTHEN SWALE. 16 VAN ACCESSIBLE HANDI-CAP STALLS PER DETAIL 7 SHEET 6. 17 HANDI-CAP PARKING STALLS PER DETAIL 8 SHEET 6. HANDI-CAP RAMP PER PC COT STD. DET. NO. 207 18 WITH TRUNCATED DOMES PER ADA STANDARDS. 19 MATCH BANK PROTECTION PLANS PREPARED BY THE WLB GROUP, INC. �0 0" CURB REVEAL. 21 0" CURB REVEAL TO 6" VERTICAL CURB TRANSITION. SIDEWALK SCUPPER TYPE 1 PER PC/COT STD. DTL. NO. 204. �3 SIDEWALK SCUPPER TYPE 2 PER PC/COT STD. DTL. NO. 205. ® TYPE 1 CATCH BASIN PER PC/COT STD. DTL. NO. 307 AND 311. TYPE 4 CATCH BASIN PER PC/COT STD. DTL. NO. 309 AND 311. 26 NYLOPLAST PREFABRICATED CATCH BASIN W/15" GRATE OR APPROVED EQUIVALENT. HANDI-CAP RAMP PER PC/COT STD. DET. NO. 207. UTILITY NOTES NOTE: ALL UTILITIES PER ORO VALLEY MARKETPLACE IMPROVEMENT PLANS. EXISTING 20' WATERLINE EASEMENT, DKT. 11894, PG, 2056. F2 EXISTING 8" PVC WATERLINE. a3 EXISTING 16" PVC WATERLINE. ® EXISTING 16"x8" TAPPING SLEEVE AND 8" VALVE, B&C. 0 EXISTING 2" IRRIGATION SERVICE. © EXISTING 1.5" IRRIGATION SERVICE. F7 EXISTING 21" PUBLIC SEWER. ® EXISTING 8" PRIVATE SEWER. ❑9 EXISTING 6" BCS. 10 EXISTING 153.00 LF 8" PRIVATE SEWER TO BE REMOVED. 11 EXISTING 44.43 LF 6" BCS TO BE REMOVED. EXISTING PRIVATE SSMH TO BE REMOVED 12 RIM=2680.66 INV. OUT=2675.01 13 8" PVC WATERLINE. 14 8" DIP WATERLINE. 15 8"x45' HORIZONTAL BEND. 1 88"x45' VERTICAL BEND. 17 8%90' HORIZONTAL BEND. 18 8%22 1 /2' HORIZONTAL BEND. 19 8%11 1 /4' HORIZONTAL BEND. 2� 2" MODIFIED DVA PER OVWU-100. 21 6" FIRE SERVICE ® 2" WATER SERVICE 2a 1" IRRIGATION METER 0' 20' 40' 60' SCALE: 1 "= 20' The Engineering . Planning • . Surveying Landscape Architecture Urban Design WLB Offices located in: Tucson, Phoenix and V V L Flagstaff, Arizona and Los Vegos, Nevada. Group 4444 E. 9roadway (520) 881 Tucson,7480 Az 8571 1 INC. L C.) WOZ) V)WW W" co LOT 3 X -� X cn �1' ; /L L GRADING LIMITS i LOT 5 � i I I /8 I_J / ;" _G,.. 8" WTR INV.=72.97 8" SWR INV.=69.53 I'. 3 9 (N , I CN m� �7 EXISTING MONUMENT �,�/ SIGN TO REMAIN �i211N`. IN =2658.55 IN %��- X. CLEANOUT `J. i658 l�l=?.�?5 LOT 7 i Ri!v1=77.22 /� %i i \� ,`�-�� 2l' N`�` OU1=2658.15 IN 89.�0 6 G� \ ��< 6' ,`,` I\ = 2660.20 "Ing-2 i ; - v ����% /�v GRADING LIMITS (v GRADING LIMITS 2 2T �% /2FC 1. 15� ' `v /b/ // // j;'Zfs0 v 5! v A v i i EXISTING MONUMENT c, = SIGN TO REMAIN 2 GRADING LIMITS _'�^'� - `y _ X w ---__ LOT 8 9I %/ �S 9 x 8� I RIP -RAP SPLASH PAD 14 OUTLET PROTECTION LOT 8 GRADE TO DRAIN TO I r, EXISTING STORM DRAIN r STUB -OUT TABLE OF 100-YEAR DEVELOPED PEAK DISCHARGES CONC. PT DRAINAGE AREA (ac) 0,00 (cfs) 1 A 0.5 4.6 1 B 0.02 0.1 1 C 0.03 0.2 1 D 0.07 0.5 1 E 0.01 0.1 1 F 0.05 0.3 1 G 0.09 0.6 2 1.2.4 12.0 2A 0.5 5.0 2A1 0.01 0.1 2A2 0.02 0.1 2A3 0.02 0.1 2A4 0.01 0.1 213 0.48 4.7 261 0.03 U.2 2132 0.02 0.2 4 0.06 0.5 7 0.73 7A 0.01 0.1 7B 0.05 0.3 7C 0.01 0.1 R1B 0.11 1.1 R1 C 0.09 0•9 R1 D 0.15 1.5 R1E 0.16 1.6 TABLE OF DRAINAGE WAYS CROSS SECT Q100 (cfs) DRAINAGE WAY X-1 1.8 Triangular Channel; ss=2:1; slope=1.0%; D=0.72', FB=0.13'; V=1.74ft/s X-2 7.1 Super -elevated roadway cross section; slo e=0.6%; D=0.36'; V-=2.25ft s X-3 7.1 Super -elevated roadway cross section; slope=0.5%; D=0.44'; V==2.36ft/s X-4 7.1 Inverted crown roadway cross section; slo e=0.6%; D=0.20'; V=:1.83ft s X-5 7.1 Inverted crown roadway cross section; slo e=1.35%; D=0.21'; V=2.42ft s TABLE OF HYDRAULIC STRUCTURES CONC. PT. Q 1oo (cfs) STRUCTURE 1A 4.6 Type 1 Catch Basin w 1 EF-1 Grate; Grate El= 78.99'; HW=0.35' 59.3 LF - 24" SRP at 0.5% slope 1B 0.1 Nyloplast* prefabricated Catch Basin w/1-15" grate; Grate E1=78.77' HW= 0.19'; 58.2 LF - 12" SRP at 0.65% slope 1C 0.2 Nyloplast* prefabricated Catch Basin w/1-15" grate; Grate E1=78.72' HW= 0.18'; 14.5 LF - 12" SRP at 1.0% slope 1D 0.1 Nyloplast* prefabricated Catch Basin w/2-15" grates; Grate E1=78.87' HW= 01; 45.8 LF - 12" SRP at 1.0% slope 1E 0.1 Nyloplast* prefabricated Catch Basin w/1-15" grate; Grate E1=79.41' HW= 0.25; 41.8 LF - 12" SRP at 1.0% slope 1F 0.3 Nyloplast* prefabricated Catch Basin w/1-15" grate; Grate E1=79.50' HW= 0.08'; 67.3 LF - 12" SRP at 1.0% slope 1G 0.6 Nyloplost* prefabricated Catch Basin w/1-15" grate; Grate E1=78.55' HW= 0.12; 6.5 LF - 12" SRP at 5.0% slope 2 12.0 Type 4 Catch Basin w/ 1 EF-1 Grate; Grate El= 76.54'; HW=0.37' 2A 5.0 Type 1 Catch Basin w/ 1 EF-1 Grate; Grate E1= 78.74'; HW=0.37' 172.3 LF - 18" CMP at 0.5% slope 2A1 0.1 Type 1 sidewalk scupper per PC/COT S.D. 204, L=05, HW=0.2' 2A2 0.1 Type 1 sidewalk scupper per PC COT S.D. 204, L=0.5', HW=0.2' 2A3 0.1 Type 1 sidewalk scupper per PC/COT S.D. 204, L=0.5', HW=0.2' 2A4 0.1 Type 1 sidewalk scupper per PC COT S.D. 204, L=05, HW=0.2' 213 4.7 4 LF curb opening 2B1 0.2 Type 1 sidewalk scupper per PC COT S.D. 204, L=05, HW=0.31' 262 0.2 Type 1 sidewalk scuppers (2) per PC/COT S.D. 204, L=05, HW=0.31' 7 7.1 6 LF curb opening 7A 0.1 Type 1 sidewalk scupper per PC/COT S.D. 204, L=05, HW=0.2' 7B 0.3 Type 1 sidewalk scupper per PC COT S.D. 204, L=05, HW=0.4' 7C 0.1 Type 2 sidewalk scupper per PC/COT S.D. 205, L=2.5', HW=0.1' * Or approved equal ov1z-xx-xx DEVELOPMENT PLAN FOR HAMPTON INN & SUITES AT ORO VALLEY MARKETPLACE RANCHO VISTOSO- NEIGHBORHOOD 4 DIULE LOTS 1&2 AND A PORTION OF LOTS 3&5 OF ORO VALLEY MARKETPLACE $-14.9.a9 PER BOOK 64 OF MAPS AND PLATS, PAGE 42 2p A BEING A PORTION OF SECTION 31, T11 S, R14E, G&SRM, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA EXPIRES 6/30/2010 DATE: SEPTEMBER, 2009 WLB NO. 185050-W-J01 /0105 SHEET 5 0 F 6 CONTOUR INTERVAL: 1' z m 0 0 N 0 v .146 CD 0 I cn Cl- i z Q J a_ z w 0 w W 0 i C 0 Q 0 0 W 0 0 Ln 00 i z 9, 9, o 0 � N ' $ 6' SCREENWALL 3 VEHICLE OVERHANG COLOR & CONCRETE VERTICAL X1URE CONCRETE VERTICAL 6" REVEAL - - - -- -- — — - - FACE OF CURB BY OWER PC 6 VERT CONCRETE VERTICAL CURB -TYPE 2, 6" REVEAL CURB -TYPE 2, J 209 6" REVEAL PC/COT STD. DET. #209. PC/COT STD. DET. #209. 1 4ERCH-TYPE "A' CURB— TYPE 2, NA 2 AC 3" AC %� % %% ��� WIDTH " / , /PC/COT STD. DET. #209. VARIES I POSLBARRICADE 2 RADIUS �%i /%! 4" WHI TE STRIPE o �a w „ �,,�,���SEE I. S». 01L No. 106 I` 6' CONCRETE 9�6 1 8 RADIUS 6 ABC ��� n '� ��� PLANS o (2,500 psi) » �\ �\ � :., \� 6 ABC �� � � ,� ��Y>, TOOLED EDGE H= 6//�//�//��/� PAANG s loci% COMPACTED SUBGRADE 100% COMPACTED SUBGRADE SIDEWALK "� y ,- rfi, - �y LIGHT PAVEMENT STRUCTURE DETAIL HEAVY PAVEMENT STRUCTURE DETAIL g013 „ VERTICAL CURB TERMINAL 7CURB OPENING VERTICAL CURB TERMINAL OR LANDSCAPING END SECTION PER PC/COT END SECTION PER PC/COT a w ( I. STD. DET #212. STD. DET. #212. > 2 EACH -TYPE A I I (2) 14 CONT. 6"CURB 95' PAVING THICKNESS POST BARRICADE I 1 PER PLANS PER PC/COT SD 106 I Ifg o CLOSING SELF LATCHING I I 12' I2' OPAQUE GATE VERTICAL CURB ANDI°2 _� NTS PAVEMENT DETAIL OPENING 4 TYPICAL PARKING DETAIL CURB A T SIDEWALK Z &CURB N. >:S SECTION A —A Nrs PLAN VIEW' I DUMPSTER ENCLOSURE ACCESSIBLE SIGN AND 17' 9' ACCESSIBLE SIGN AND 18 9' S N.T.S. POST MUTCD R7-8. ACCESSIBLE SIGN AND POST, 6" HEAVY DUTY SOLID LID POST, MUTCD R7-8. ACCESSIBLE SIGN AND POST, WITH VAN ACCESSIBLE —� MUTCD R7-8. WITH VAN ACCESSIBLE SIGN. ox PROPOSED GRADE AND FRAME — NEENAH MUTCD R7-8. 1792—BL OR EQUIVALENT SIGN. a Rx jj .r .o ° N< SIDEWALK PER PC COT TRUNCATED DOMES :p ° 1 a° ° SIDEWALK PER PC/COT TRUNCATED DOMES a a �_ / ��—STD. 200 PER ADA STANDARDS STD. 200 PER ADA STANDARDS o0 w CLASS ll PARKING _, • � ,, . ,� ��/� ! �� ��� -.� 00 CURB ACCES RAMP PER CURB ACCES RAMP PER I CONCRETE COLLAR AROUND PC/COT STD. 207 00 PC/COT STD. 207 - n PROPOSED PAVEMENT '�� • ;'� ;� ;�;� �� /,� �% �' FRAME — 2500 PSI CLASS B > 36 ,�;�� ` CONCRETE SECTION / r POST CAP 12" SRP �i HANDICAP STRIPING � (LENGTH AS NECESSARY) HANDICAP STRIPING » �- " o ' 4 WIDE WHITE PAINT STRIPE, w �i 4 WIDE WHITE PAINT STRIPE, 9 5 9 � 2 COATS PAINT, TYP. (2) COATS PAINT, TYP. � 3/4 DIAM. BAR LOOP 9 8 9 (VAN) (� WELDED TO POST NOTE: 2� MAX SLOPE ALLOWED (IN A�L DIRECTMONS) IAX N HANDICAP (IN 12 n 12 x45 BEND ALL DIRECTIONS) IN HANDICAP " PARKING AREA 12" PARKING AREA 5. E ERVE VED PARKING 12"x45' LATERAL PARKING � � GROUT SOLID POST, FI TTI N G 00 2' TO BACK OF 2' TO BACK OF SIDEWALK OR SIDEWALK OR HANDICAP FACE OF CURB HANDICAP FACE OF CURB PLATE OR PERMIT STORM DRAIN PIPE PLATE OR PERMIT o.v. ONnY4-a.� 4� CONCRETE SIDEWALK FLOW (SIZE VARIES ONLY o.v. sea n—ra.r, SEE PLANS) 2 x2 x.188 STEEL TUBE EXTEND 2 x2"x.188" STEEL TUBE EXTEND VAN INTO CONCRETE FILLED PIPE 2'-0" INTO CONCRETE FILLED PIPE 2'-0" ACCESSIBLE PROVIDE WELDED WATERTIGHT ° PROVIDE WELDED WATERTIGHT PAINT P&L 16118 BLACK COFFEE. o PAINT P&L #6118 BLACK COFFEE. 0 6" PIPE ^ D 6" PIPE SLOPE TOP CONCRETE BASE D. TYPICAL 12 STORM DRAIN CLEANOUT SLOPE TOP of CONCRETE OF CONCRETE L I (I N e D P GROUND/PA V1NG �' SURFGROACE PA ViNG D 4 4' 12 w w SURFACE a o , CLEANOUT FRAME AND COVER II � 3500 P.S.1. I� ;•; N, MARKED WITH LETTER S 3500 P.S.I. 11 ;�, P.C. CONCRETE (� a FINISH GRADE PAVED SEE DETAIL BELOW REMOVABLE FINISH GRADE UNPAVED P.C. CONCRETE (� a PROFILE NOTES 1'-6" 1. BICYCLE RACKS TO HAVE GLOSS n —2" o a a ° BLACK ENAMEL KNISH. A A AV M N -- — " RED INTERNATIONAL NO ---- — l.. RED INTERNATIONAL NO PARKING SYMBOL W/ v a PARKING SYMBOL W/ BLACK LETTER P (6 HIGH) ° ! j BLACK LETTER P (6" HIGH) ON A WHITE REFLECTIVE a v ° o —o- °' ON A WHITE REFLECTIVE BACKGROUND. ° 1 95% COMPACTED BACKFI LL BACKGROUND. a, a 24 X 0.0 -- - - OR UNDISTURBED EARTH O.C. � CONCRETE COLLAR 2 FT SQ. �� _' _ � � -_ I 3000 PSI CONCRETE =�L1 ___i-_ HANDICAP PAILNG DETAIL 8 HANDICAP PARKING DETAIL NT.S ° 12 a 95% SUBGRADE 15" RADIUS CONCRETE COLLAR 4�AN ACGESSJeLE CURB PARKING STALL DETAIL N.T.S CURB ACCESS PARKING STALL DETAII COMPACTION 3000 PSI CONCRETE PLAN VIEW STANDARD 45' BEND 2-1" HOLES 2-1" HOLES BICYCLE PARKING DETAIL A A I SIZE OF PIPE AS TO BE LAID ON UNDISTURBED EARTH SHOWN ON PLANS / OR COMPACTED SELECT MATERIAL 0 0 WYE FITTING / / STATION AND/OR LENGTH SHOWN COVER. TOP VIEW COVER. BOTTOM VIEW O V 1 2— XX— XX ON PLANS TO THIS POINT 13 7 8" 14 3/4 --_ — PLUGGED IF NATION SHOWN 1/2" 14 1/8" DEVELOPMENT PLAN FOR (NO LEAKAGE) ON PLANS TO THIS POINT Tom' „ 12 5/8" HAMPTON INN & SUITES 2 7/8 4 1/2" 1" AT CLEANOUT 4 1/2" 5" Q�° �Fo . a Fj� TF ORO VALLEY MARKETPLACE 5 16 „� , RANCHO VISTOSO— NEIGHBORHOOD 4 PRIVATE SEWER CLEANOUT / , 7/8 �� 36234 tiQ ��� 1„ iX 2 1/2" DLITTLEW LOTS 1&2 AND A PORTION OF LOTS 3&5 OF ORO VALLEY MARKETPLACE a 12 5/s �fero•9 a� PER BOOK 64 OF MAPS AND PLATS, PAGE 42 The Engineering . Planning . Surveying 1 3/8" 2 1/2" 2 1/2" y�j�OaUs�. BEING A PORTION OF SECTION 31, T11S, R14E, G&SRM, Landscape Architecture Urban Design WI offices located in: Tucson, Phoenix and COVER. SECTION A —A FRAME SECTION EXPIRES 6/30/2010 TOWN OF ORO VALLEY, PIMA COUNTY, ARI ZONA L Flagstaff, Arizona and Las Vegas, Nevada. DATE: SEPTEMBER, 200 G rOU4444 E. Broadway Tucson, Az 85711 WLB ]NC. (520) 881-7480 CLEANOUT FRAME AND COVER CONTOUR R INTERVAL: 1' 185050—W—J01 0105 p SHEET 6 OF 6 CO 1. TOTAL GROSS AREA OF THIS DEVELOPMENT IS 3.07 ACRES. GROSS AREA OF LANDSCAPE IS 0.46 ACRES. 2. EXISTING ZONING: RV PAD, C-2. 3. THIS LANDSCAPE PLAN IS DESIGNED TO MEET THE REQUIREMENTS AND INTENTIONS OF THE FOLLOWING PLANS AND ORDINANCES: ORO VALLEY ZONING CODE, SECTION 27.6. 4. PROPOSED LANDSCAPE WILL BE WATERED WITH AN AUTOMATIC UNDERGROUND DRIP IRRIGATION SYSTEM. IRRIGATION SYSTEM WILL MEET ASIC MINIMUM STANDARDS. 5. PRIOR TO ISSUANCE OF GRADING PERMITS, LANDSCAPE ASSURANCES WILL BE COLLECTED. 6. IN THE EVENT OF ABANDONMENT, ALL DISTURBED AREAS OF THE SITE SHALL BE RE -VEGETATED PER THE REQUIREMENTS OF OVZCR SEC. 27.6.G 7. THE PROPERTY OWNER IS RESPONSIBLE FOR MAINTAINING THE IRRIGATION SYSTEM AS LONG AS NECESSARY IN ORDER TO TRANSITION PLANTS OVER TO NATURAL SOURCES. ANY PLANTS THAT DIE IN TRANSITION, FOR ANY REASON, SHALL BE REPLACED IN ACCORDANCE WITH OVZCR SECTION 27, "MAINTENANCE". 8. THE PROPERTY OWNER SHALL MAINTAIN ALL PLANTS WITHIN THE BUFFER YARDS TO ENSURE UNOBSTRUCTED VISIBILITY TO MOTORISTS. 9. TREE PLACEMENT TO BE FIELD ADJUSTED AS NEEDED TO AVOID PROPOSED SIGNS, UTILITIES AND OTHER CONCERNS. 10. ALL PLANT MATERIALS SHALL CONFORM TO NURSERY STANDARDS ACCORDING TO THE AMERICAN ASSOCIATION OF NURSERYMEN, INC., AND SHALL BE FREE FROM PESTS, EGGS, DISEASES, AND REPRESENTATIVE OF SPECIES IN SIZE, QUALITY, FORM AND COLOR. PLANTS SHALL NOT BE ROOT BOUND, DAMAGED OR SUBSTANDARD IN ANY WAY. ALL MATERIALS TO BEAR ORIGINAL LABELS. 11. PER OVZCR SEC. 27, MAINTENANCE, THE LANDSCAPE SHALL BE MAINTAINED, BY THE OWNER, AS FOLLOWS: A. REGULAR WATERING UNTIL PLANTS ARE FULLY ESTABLISHED AND CAPABLE OF SURVIVING WITHOUT IRRIGATION. B. CHECKING, ADJUSTING, REPAIR AND REPLACEMENT OF IRRIGATION EQUIPMENT, WITH THE ORIGINALLY SPECIFIED MATERIALS OR THEIR EQUIVALENTS, AS NECESSARY TO ENSURE WATER EFFICIENCY. C. PRUNING AND FERTILIZING. D. CLEARING OF DEBRIS AND WEEDS. E. REMOVAL AND REPLACEMENT OF DEAD PLANTS WITHIN 45 DAYS AND WITH PLANT MATERIALS OF THE SAME SPECIES AND OF SIMILAR SIZE AND QUALITY. F. REPLENISHING MULCH; AND G. REPAIR OF ARCHITECTURAL FEATURES. 12. ALL PLANT MATERIAL SHALL MEET THE MINIMUM STANDARDS OF THE ARIZONA NURSERY ASSOCIATION'S RECOMMENDED TREE SPECIFICATIONS, AND THE AMERICAN ASSOCIATION OF NURSERYMEN AS TO SIZE, CONDITION, AND APPEARANCE. 13. IRRIGATION AND/OR WATERING PLANS SHALL MEET THE MINIMUM STANDARDS OF THE AMERICAN SOCIETY OF IRRIGATION CONSULTANTS 14. DURING THE LIFE OF THE PROJECT, CONTROL AND ERADICATION OF NON-NATIVE INVASIVE PLANT SPECIES SUCH AS BUFFLEGRASS, FOUNTAIN GRASS, SOFT FEATHER PAPPUSGRASS, RUSSIAN THISTLE, TELEGRAPH PLANT, DESERT BROOM, RAGWEED, PIGWEED, BURRO BRUSH, ETC. SHALL TAKE PLACE IN ORDER TO PREVENT THE SPREAD OF SUCH SPECIES ONTO ADJACENT PROPERTIES. 15. ALL PLANTING AREAS TO BE COVERED WITH A SINGLE LAYER OF 2" DEEP SANTA FE GOLD DECOMPOSED GRANITE/ROCK. 16. NO IMPROVEMENTS BETWEEN THIRTY (30) AND SEVENTY-TWO (72) INCHES IN HEIGHT RELATIVE TO THE ADJACENT ROADWAYS WHICH MIGHT INTERFERE WITH THE PURPOSE AND INTENT OF THE SIGHT DISTANCE TRIANGLE SHALL BE PERMITTED, PLACED OR MAINTAINED WITHIN THE SIGHT TRIANGLE. 17. OPEN SPACE CALCULATIONS: TOTAL OPEN SPACE REQUIRED = 10% = 0.31 AC. TOTAL OPEN SPACE PROVIDED = 15% = 0.46 AC. TOTAL AREA OF UNDISTURBED NATURAL OPEN SPACE =N/A. 18. LANDSCAPING WITHIN ALL PUBLIC SEWER EASEMENTS SHALL BE IN ACCORDANCE WITH THE PLANTING GUIDELINES OF PC/COT STANDARD DETAIL WWM, A-4. 19. ON -SITE MOUNDING IS NOT TO EXCEED 3 TO 1 SLOPES IN ALL PLANTER AREAS. MAXIMUM HEIGHT WILL BE PROVIDED BASED UPON SLOPE AND WIDTH OF PLANTER. 20. TEN (10) FEET OF LANDSCAPED AREA -WITH EXCLUSIONS SPECIFIED IN THE (OVZCR SEC. 27.6.C.3.A)-WILL BE PROVIDED AROUND ALL SIDES OF EACH BUILDING. 21. ALL PROVISIONS SPECIFIED IN THE MLP (OV12-04-30) APPLY TO THIS SUBMITTAL. 22. USE ROOT BARRIER IN ALL PARKING ISLANDS, TYP. NATIVE PLANT PRESERVATION / SALVAGE THIS SITE HAS BEEN CLEARED AND NATIVE PLANT REQUIREMENTS HAVE BEEN MET BY THE APPROVED NPPP FOR RANCHO VISTOSO NEIGHBORHOOD 4. ACCEPTED TOWN OF ORO VALLEY PLANNING & ZONING ADMINISTRATOR DATE The W rW IM Engineering Planning Surveying Landscape Architecture Urban Design WL , ® - � Offices located in Tucson, Phoenix, and Flagstaff, Arizona, Las Vegas, Neveda Group WW4444 Bast Broadway Inc. Tucson, Arizona (520) 881-7480 SCALE: 1 "=40' SHEET INDEX SHEET 1 COVER SHEET SHEET 2 LEGENDS AND NOTES SHEET 3 HARDSCAPE PLAN SHEET 4 PLANTING PLAN SHEET 5 IRRIGATION PLAN SHEET 6 DETAILS SHEET 7 SPECIFICATIONS PARAMOUNT LODGING ADVISORS SCOTTSDALE AIR PARK 7730 E GREENWAY RD. SUITE 104 CONTACT: LLOYD FARLEY PHONE: (602) 476-7340 FAX: (602) 801-3908 LANDSCAPE ARCHITECT THE WLB GROUP, INC. 4444 E. BROADWAY TUCSON, ARIZONA 85711 CONTACT: PETER RUMNEY, RLA PHONE: (520) 881-7480 FAX: (520) 318-6170 RANCHO VISTOSO-NEIGHBORHOOD 4 CASE NO. OV 12-XX-XX LEGEND: DECORATIVE CROSS WALK EXIST. SEWER, TELEPHONE ETC. EASEMENT - - - PROPOSED PRIVATE SANITARY �- SEWER EASEMENT PROPOSED WATER LINE EASEMENT NEW WATERLINE,VALVE & FIRE - --- -- HYDRANT -- ---- NEW SEWER LINE & MANHOLE - - --- BUILDING SETBACK - _ ORO VALLEY MARKET PLACE CONTOUR (5' INCREMENTS) -_-- - ORO VALLEY MARKET PLACE CONTOUR (1' INCREMENT) a --- IRRIGATION METER - n r GUARD RAIL - - - - EXISTING ADOT ROW LINE -- NEW ADOT ROW LINE =0- TYPE II BIKE RACK LANDSCAPE PLAN: HAMPTON INN & SUITES LANDSCAPE PLAN ORO VALLEY MARKETPLACE RV-N4 COVER SHEET ORO VALLEY, ARIZONA Protect Sheet Title ----g��------- PROP. CONTOUR (1' INCREMENT) IN-N-OUT'S GRADING LIMITS EXIST. PAVEMENT & CURB - - LOT LINE NEW PAVEMENT & CURB UNSUBDIVIDED UNSUBDIVIDED R14E e ��,A mo 0 RV PAD NEIGHBORHOOD 2 COMMERCIAL CENTER R.V. PAD NEIGHBORHOOD 4 CATALINA SHADOWS ESTATES T1 1 S BK.37(M&P), PG.71 PAD 31 32 IBORHOOD'3 RV PAD DESERT SPRINGS T12S 6 5 ; BK 51(M&P), PG 11 PALISADES POINTE GATALINA BK.45, PG.48 STATE PARK R1 -36 ®- PROJECT AREA GpO�� LOCATION MAP A PORTION OF SECTION 31 T11 S R14E AND G&SRM, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA MIR �\ �� •AM 1 --� ,' S�2 - ,� L SIGHT VISIBILITY TRIANGLE LANDSCAPE PLAN FOR wn 01 Ct®��. y- LOTS 1 & 2 AND A PORTION �a OF No. Date Revisions LOTS 3 & 5 OF ORO VALLEY MARKETPLACE RANCHO VISTOSO-NEICsHBORHOOD 4 OV12-XX-XX Item BEING A PORTION OF SECTION 31, T11 S, R14E, G&SRM, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA Scale v �c�r c, 34712 Job No. 185050WJol � PETER Date OCTOBER 6, 2009 NICHOLAS o RUMNEY Designed By PNR f, qn " ChPrkM Rv rr n L. X - -14 Two working days before you dig CALL ]0�/ FOR Jw,'THE BLUE STAKES -5A Blue Stake Center Sheet 1 of w c� J w Ir Q w 0 of 0 0 0) r C 0 0_ E c C 0 a E ctz 6 LO e0 J IRRIGATION LEGEND PLANTING LEGEND TREES SYMBOL QTY SIZE / HEIGHT CALIPER PLANT NAME 22 24" BOX / 7 FT. MIN. 1.0" MIN. PARKINSONIA FLORIDUM "DESERT MUSEUM" HYBRID PALO VERDE 5 24" BOX 17 FT. MIN 1.0" MIN. CHILOPSIS LINEARIS DESERT WILLOW 40 24" BOX / 7 FT. MIN 1.0" MIN PROSOPIS VELUTINA VELVET MESQUITE SHRUBS SYMBOL QTY SIZE PLANT NAME O 213 5 GAL. ASCLEPIAS SUBULATA DESERT MILKWEED ED 32 1 GAL. VERBENA GOODINGII GOODING VERBENA 16 5 GAL. HOP BUSH 0 214 5 GAL. LEUCOPHYLLUM CANDIDUM THUNDERCLOUD SAGE 17 5'-6' CARNEGIEA GIGANTEA SPEARS SAHUARO ACCENTS AND GROUNDCOVER COMMENTS MULTI -TRUNK MULTI -TRUNK MULTI -TRUNK COMMENTS SYMBOL QTY SIZE PLANT NAME COMMENTS 83 5 GAL. DASYLIRION WHEELERI DESERT SPOON 367 5 GAL. HESPERALOE PARVIFLORA RED YUCCA 188 1 GAL, LANTANA MONTEVIDENSIS "NEW GOLD" GOLD TRAILING LANTANA @ 127 5 GAL. ROSMARINUS OFFICINALIS "PROSTRATUS" TRAILING ROSEMARY 70 5 GAL. AGAVE FILIFERA THREAD AGAVE SYMBOL QTY SIZE :s, 10 2 X 2 X 2 0 4 4X4X2.5 2 3 X 2 X 2 INERT GROUND COVER COMMENTS BOULDER COLOR: TO MATCH OR BE COMPATIBLE TO DECOMPOSED GRANITE COLOR: SUBMIT SAMPLE FOR APPROVAL ALL PLANTED AREAS AND ALL AREAS DISTURBED BY CONSTRUCTION TO BE MULCHED WITH A SINGLE, 2-INCH DEEP LAYER OF DECOMPOSED GRANITE, SIZE AND COLOR TO MATCH EXISTING DECOMPOSED GRANITE, IN EXISTING BUFFER YARD LANDSCAPING SANTE FE GOLD. SUBMIT SAMPLE FOR APPROVAL. NOTE: USE ROOT BARRIER IN ALL PARKING ISLANDS, TYP. The W rW � Engineering Planning Surveying Landscape Architecture Urban Design WL ^ — WC Offices located in Tucson, Phoenix, (� and Flagstaff, Arizona, ���� Las Vegas, Neveda Group4444 East Br®adway Inc. Tucson, Arizona (520) 881-7480 VALVE KEY A®5 3/4- VALVE SIZE TREE FLOW (GPM) �— PLANTING TYPE SYMBOL DESCRIPTION MANUFACTURER/MODEL COMMENTS IRRIGATION CONTROLLER IRRITROL MCE SERIES OR EQUAL PEDESTAL MOUNT AT LOCATIONS SHOWN ON PLANS (16 STATIONS) ® BACKFLOW PREVENTER FEBCO 825Y, 1" GUARDSHACK ENCLOSURE GS-1, COLOR: IN ENCLOSURE WOODLAND TAN. INSTALL ON 4" THICK CONCRETE SILAB PER MANUFACTURERS RECOMMENDATIONS H GATE VALVE WATTS WGV THD BRASS GATE VALVE, OR EQUAL LINE SIZE, IN VALVE BOX BOX SIZE: AMETEK 10" ROUND, OR EQUAL. QUICK COUPLER RAIN BIRD 33DRC, OR EQUAL IN VALVE BOX. BOX SIZE: AMETEK 10" ROUND, OR EQUAL. PROVIDE (3) KEYS. REMOTE CONTROL VALVE CONTROL VALVE: IRRITROL 700 P SERIES, OR EQUAL ® ASSY. (TREE/SHRUB) BALL VALVE: KBI PVC BALL VALVE, OR EQUAL SIZE PER PLAN IN VALVE BOX PRESSURE REGULATOR: RAIN BIRD PSI-M25X-100 BOX SIZE: AMETEK "JUMBO", OR EQUAL. OR EQUAL PROVIDE D.C. SOLENOIDS ON ALL REMOTE CONTROL VALVES WYE FILTER: RAIN BIRD RBY-150-MX, OR EQUAL MULTI -OUTLET RAIN BIRD XB-10-6 NOT SHOWN ON PLAN. PROVIDE (1) TO EACH TREE. EMITTER (TREES) MULTI -OUTLET XERI-BUG, OR EQUAL BOX SIZE: AMETEK 6" ROUND, OR EQUAL. SINGLE EMITTER (SHRUBS) RAIN BIRD XB-10PC, OR EQUAL NOT SHOWN ON PLAN. PROVIDE (2) TO EACH SHRUB. (1 GPH) MAIN LINE SCH. 40 PVC PIPE 4" DIA. EXCEPT WHERE NOTED. SCH. 80 FITTINGS. SOLVENT WELD LATERAL LINE (PVC) CLASS 200 PVC PIPE REFER TO PIPE SIZE CHART -THIS SHEET -FOR LATERAL LINE SIZE. SOLVENT WELD. SCH. 40 FITTINGS LATERAL LINE (POLY) 3/4" POLYETHYLENE (BY U.S. PLASTICS OR EQUAL) MAX. RUN 300 FT. _ _ _ _ _ _ SLEEVE SCH. 40 PVC PIPE SIZE TO BE 2X DIAMETER OF PIPE BEING SLEEVED (MIN. 4") FLUSH END SEE DETAIL, LOCATE AT END OF EVERY LATERAL RUN IN VALVE BOX, 10" ROUND SIZE.* *VALVE BOXES TO BE COLOR TAN. IRRIGATION NOTES 1. SEE SHEET s FOR IRRIGATION DETAILS. 13. INSTALL PIPE AND WIRE UNDER PAVING IN PVC SCH. 40 SLEEVE. 2. IRRIGATION SYSTEM PLAN IS DRAWN AS A SCHEMATIC FOR GENERAL 14. INSTALL 3/4" EMITTER TUBING WITH DRIP EMITTERS AS REQUIRED TO PROVIDE ALIGNMENT INFORMATION, FIELD ADJUST PLACEMENT OF LINES, VALVES, IRRIGATION TO ALL NEW PLANTS SHOWN ON PLANTING PLAN. CONTROLLERS, ETC., TO REDUCE APPARENT CONFLICTS AND MAXIMIZE LINE ROUTING. 15. LAY OUT EMITTER TUBING PARALLEL TO TOPOGRAPHY WHEREVER POSSIBLE. INSTALL 3. IRRIGATION SLEEVING FOR IRRIGATION SYSTEM SHALL BE PROVIDED. FLUSHABLE TYPE END CAP AT ENDS OF ALL 3/4" LINES AND FLUSH THOROUGHLY 4. ALL PLANTS ARE TO BE WATERED WITH AN AUTOMATIC UNDERGROUND DRIP IRRIGATION BEFORE INSTALLING EMITTERS. SYSTEM. PROVIDE IRRIGATION TO ALL PLANT MATERIAL. STAKE 3/4" TUBING IN PLACE AND BURY AT 12" DEPTH. 5. IRRIGATION SYSTEM TO USE POTABLE WATER. 16. DISTRIBUTION TUBING: 6. THE PLANT MATERIAL WILL BE IRRIGATED FOR 2 YEARS OR UNTIL ESTABLISHED. FOR SHRUBS & GRQUNDCOVER : 7. CONTRACTOR IS RESPONSIBLE FOR ALL SLEEVES, WHETHER INDICATED ON (2) 1-GPH EMITTERS AT EACH 5 GALLON PLANT IRRIGATION PLANS OR NOT. COORDINATE WITH OTHER WORK AS REQUIRED. (1) 1-GPH EMITTERS AT EACH 1 GALLON PLANT 8. IRRIGATION SYSTEM IS DESIGNED FOR 65 PSI MINIMUM AT THE POINT OF CONNECTION. MULTI -OUTLET EMITTERS MAY BE SUBSTITUTED FOR INDIVIDUAL EMITTERS. CONFIRM PRIOR TO START OF WORK. ADVISE LANDSCAPE ARCHITECT IF PRESSURE 17. FOR TREES: EXCEEDS 125 PSI. INSTALL MULTI -OUTLET EMITTER AS FOLLOWS: 9. COORDINATE WITH OTHER WORK AS REQUIRED TO PROVIDE POWER TO IRRIGATION (3) 1-GPH EMITTERS AT EACH 15 GALLON TREE CONTROLLER. (6) 1-GPH EMITTERS AT EACH 24" BOX TREE 10. MAKE IRRIGATION POINT OF CONNECTION AS INDICATED ON PLANS AND COORDINATE (9) 1-GPH EMITTERS AT EACH TRANSPLANTED TREE / SHRUB WITH OTHER WORK AS REQUIRED. 18. USE SHORT PIECES OF DISTRIBUTION TUBING (MAXIMUM LENGTH 8') TO EXTEND 11. EXACT LOCATION OF CONTROLLER AND BACKFLOW PREVENTER TO BE APPROVED EMITTERS TO EACH ROOTBALL. HOLD IN PLACE WITH STAKES. PRIOR TO INSTALLATION. 19. REVIEW EMITTER LAYOUT WITH ARCHITECT AND ADJUST NUMBER OF EMITTERS FOR 12. CONTRACTOR RESPONSIBLE FOR PROVIDING A FULLY FUNCTIONING IRRIGATION SYSTEM SPECIFIC PLANTS WHICH REQUIRE GREATER OR LESSER VOLUME OF WATER THAN THAT PROVIDES ADEQUATE WATER FOR HEALTHY GROWTH OF ALL PLANTS. INDICATED. 20. ALL BURIED IRRIGATION PIPE GREATER THAN TWO INCHES IN DIAMETER SHALL HAVE A #18 OF TYPE TRACER WIRE ATTACHED SECURELY TO IT AT 8 FT. INTERVALS. END FLUSH CAP AT THE TERMINATION POINT ATTACH WIRE SECURELY TO PIPE AND PROVIDE TWELVE STATION NI IMRFR INCHES OF TRACER WIRE ACCESSIBLE ABOVE GRADE. PIPE SIZE CHART FLOW PIPE SIZE (PVC LATERALS) 1-6 GPM 3/4" 6.1-10 GPM 1" 10.1-16 GPM 1-1/4" 16.1-24 GPM 1-1/2" 24.146 GPM 2" �'—......./ /10� e�; — 1/4" DISTRIBUTION TUBING EMITTERS 3/4" POLYETHYLENE TUBING (MAX. 300 FT. RUN) G i DRIP ZONE PVC LATERAL LINE MAINLINE DRIP VALVE ASSEMBLY TYPICAL DRIP EMITTER LAYOUT SCALE: NTS LANDSCAPE PLAN: HAMPTON INN & SUITES LANDSCAPE PLAN ORO VALLEY MARKETPLACE RV-N4 LEGENDS AND NOTES ORO VALLEY, ARIZONA Project Sheet Title 21. ALL WATER USE FOR LANDSCAPE IRRIGATION AND ENHANCEMENT SHALL CONFORM TO THE ARIZONA GROUNDWATER CODE, ARIZONA REVISED STATUTES 45, CHAPTER 2. No. Date Revislons LANDSCAPE PLAN FOR LOTS 1 & 2 AND A PORTION OF LOTS 3 8. 5 OF ORO VALLEY MARKETPLACE RANCHO VISTOSO-NEIGHBORHOOD 4 BEING A PORTION OF SECTION 31, T11S, R14E, G&SRM, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA OV12-XX-XX Item �...— iA Scale N.T.S. ����MCApF u34% 12 � Job No. 185050WJ0'f PETER Lim Date OCTOE3ER 6, 2009 NICHOLAS o RUMNEY Designed By PNR �4 nod 10 I Checked By (,I C� R�2 NA %- Two working days before you dig CALL FOR THE BLUE STAKES 1AN-782-534 Blue Stake Center Sheet of z Of LLJ U LLJ Y Q w Q 0 ry 0 LL M LLJ cn z z z 0 Q z Q J w tZ a v cn 0 z Q E ,2 ti N 0 C) N L CD U O a 0 CL CV W J C 0 Q E M C c 0 Q E M 7- CD LO 0 LO 00 TheEngineering Planning Surveying Landscape Architecture Urban Design Offices located in Tucson, LANDSCAPE PLAN: HAMPTON INN & SUITES WLB on, Phoenix, and Flagstaff, Arizona, Las Vegas, Neveda ORO VALLEY MARKETPLACE RV-N4 ivi Group 1E 4444 East Broadway ORO VALLEY ARIZONA Inc. Tucson, Arizona (520) 881-7480 - Project LANDSCAPE PLAN HARDSCAPE PLAN Sheet Title No. Revisions Date HARDSCAPE KEYNOTES 0 CONCRETE: MEDIUM SALT FINISH COLOR:"NATURAL GREY" PAVESTONE "CITY STONE" I,II,III, RANDOM MOSAIC. COLOR: "OLD TOWN BLEND" 0 CONCRETE: BROOM FINISH (MEDIUM). SCORE ON 4-FOOT GRID AT 90 DEGREES TO BUILDING. COLOR: "SUNSET ROSE" ® CONCRETE: BROOM FINISH (MEDIUM) COLOR: "SUNSET ROSE" POOL DECK PER ARCHITECTURAL PLANS © CONCRETE PATTERN: BROOM FINISH (MEDIUM) SCORE ON 4-FOOT GRID AT 45 DEGREES TO BUILDING. COLOR: "MESA BUFF" Q7 ADA RAMP ZERO CURB WITH WARNING STRIP PER DEVELOPMENT PLAN ® ROCK PER APPROVED DEVELOPMENT PLAN ❑9 CLASS 2 BIKE LOOPS PER APPROVED DEVELOPMENT PLAN 10 JOINTS TO BE AS SHOWN PER PLAN OR SIMILAR HARDSCAPE NOTES DRAWING FOR PATTERN AND MATERIALS ONLY, ALL CONSTRUCTION NOTES, INSTALLATION METHODS AND DIMENSIONS SHALL BE PER ARCHITECTURAL AND / OR CIVIL IMPROVEMENT PLANS. LANDSCAPE PLAN FOR LOTS 1 & 2 AND A PORTION OF LOTS 3&50F ORO VALLEY MARKETPLACE RANCHO VISTOSO-NEIGHBORHOOD 4 V12-XX-XX Item BEING A PORTION OF SECTION 31, T11 S, R14E, G&SRM, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA Scale i" = 20' �G���\fICAT .Job No. 185050WJo l 34712PETER Date OCTOBER 6, 2009 NICHOLAS o RUMNE Designed By PNR f ,p ,9 nod. Checked Rv r+1 r+ R�2 u. \1� Two working days before you dig CALL FOR THE BLUE STAKES IAA-182- Blue Stake Center Sheet 3 of Nr' z I w U Q IZ w Y Q w J J Q O 01-1 LL- M W E5 (/) Z Q J n lJ n Q U V) Z Q CM 3r CY) O t) J C O Q c 0 CL E 0 LO 0 LO 00 J The Engineering Planning Surveying Landscape Architecture Urban Design LANDSCAPE PLAN: HAM PTON INN & SUITES W � ^ Offices located in Tucson, Phoenix, _ KU and Flagstaff, Arizona, Las Vegas, Neveda ORO VALLEY MARKETPLACE RV—N4 Groupivi �14 4444 East Broadway ORO VALLEY ARIZONA Inc. Tucson, Arizona (520) 881-7480 Project LANDSCAPE PLAN PLANTING PLAN Sheet Title No. Revisions Date LANDSCAPE PLAN FOR LOTS 1 & 2 AND A PORTION OF .LOTS 3&50F ORO VALLEY MARKETPLACE RANCHO VISTOSO-NEIGHBORHOOD 4 IV12-XX-XX Item BEING A PORTION OF SECTION 31, T11 S, R14E, G&SRM, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA Scale ill =20' Job No. 185050WJO J Date OCTOBER 6, 2009 Designed By PNR Checked By GLG Two working days before you dig CALL FOR THE BLUE STAKES 1-8-78?-M Blue Stake Center �'34712 Sheet ° ti PETER NICHOLAS 0' RUMNEY of d- Z I w U Q J n F— W Y rill Q W J J Q O ry O O to W I— ZD (!) 46 Z Z Z O F— n Q Z Q J CL W Q U V) Z Q J E Q. m N M 0 N L CD O 0 CL CM V O in J C 0 E ca c 0 iZ E m 'o LO 0 LO 0D r J IRRIGATION LEGEND A-6 A-5 1n 1" .2 GPM 1.4 GPM SHRUB I TREE CONTRACTOR IS RESPONSIBLE FOR ALL SLEEVES, WHETHER INDICATED ON IRRIGATION PLANS OR NOT. COORDINATE WITH OTHER WORK AS REQUIRED. TheEngineering Planning Surveying Landscape Architecture Urban Design Offices located in Tucson, LANDSCAPE PLAN: HAMPTON INN & SUITES W L B on, Phoenix, and Flagstaff, Arizona, Las Vegas, Neveda ORO VALLEY MARKETPLACE RV-N4 1B Group 4444 East Broadway ORO VALLEYARIZONA Inc. Tucson, Arizona (520) 881-7480 Project , LANDSCAPE PLAN IRRIGATION PLAN Sheet Title No. Revisions LATERAL SLEEVES (2) Date SYMBOL DESCRIPTION IRRIGATION CONTROLLER ® BACKFLOW PREVENTER IN ENCLOSURE ►� GATE VALVE 0 QUICK COUPLER 8 REMOTE CONTROL VALVE ASSY. (TREE/SHRUB) MAIN LINE SLEEVE FOR FULL LEGEND SEE SHETT 2. PIPE SIZE CHART FLOW PIPE SIZE (PVC LATERALS) 1-6 GPM 3/4" 6.1-10 GPM 1" 10.1-16 GPM 1-1/4" 16.1-24 GPM 1-1/2" 24.1-46 GPM 2" VALVE KEY �- A-5 STATION NUMBER 3 4- VALVE SIZE TREE ��- FLOW (GPM) �� PLANTING TYPE END FLUSH CAP 1/4" DISTRIBUTION TUBING EMITTERS 3/4" POLYETHYLENE TUBING (MAX. 300 FT. RUN) G ' DRIP ZONE PVC LATERAL LINE MAINLINE DRIP VALVE ASSEMBLY TYPICAL DRIP EMITTER LAYOUT SCALE: NTS LANDSCAPE PLAN FOR LOTS 1 & 2 AND A PORTION OF LOTS 3 & 5 OF ORO VALLEY MARKETPLACE RANCHO VISTOSO-NEIGHBORHOOD 4 OV12-XX-XX Item BEING A PORTION OF SECTION 31, T11S, R14E, G&SRM, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA Scale N/A ,lob No. 185050WJO I Date OCTOBER 6, 2009 Designed By PNR Checked By GLG Two working days before you dig CALL FOR THE BLUE STAKES I-B-782-5A Blue Stake Center MAT c 5 Sheet 34712 ° ti PETER NICHOLAS RUMNEY�. • of z z O I— n Q 3 LO O W J C O a E (D 2 c c c 0 a. E cc C) LO 0 LO 00 J FORM A 4" DEEP BA AROUND TREE FINISH GRADE BACKFILL MIXT 2/3 SITE SOIL 113 SOIL AMENDI ROOT (SIZE WIV I NOTE: 1. REMOVE ALL NURSERY STAKES AND CONTAINERS 2. WATER SETTLE BACKFILL IN 6" LIFTS TREE PLANTING SCALE: NTS l STAKE BIODEGRADABLE TREE TIE CHAFING GUARD SLOW RELEASE FERTILIZER TABLETS CIRCULAR PLANT PIT TAPER SIDES AND SCARIFY SIDES AND BOTTOM �� / ,' FINI SHRUB OF FORM A 3" DEEP FINISH GRADE BASIN AROUND SHRUB BACKFILL MIS 2/3 SITE SOIL SLOW RELEASES -�� .i 1/3 SOIL AMEI FERTILIZER TABLETS] ' I- I ' , i 1 iil=lfl CIRCULAR PLANT PIT BACKFILL MIXTURE TAPER SIDES AND J:IIi _I II�l1 III; ROOT 2/3 SITE SOIL SCARIFY SIDES (SIZE 1/3 SOIL AMENDMENT AND BOTTOM 3 TIMES BALL WIDTH NOTE: 1. WATER SETTLE BACKFILL 6" LIFTS SHRUB PLANTING TREE TRUNK (� FINISH GRADE. SIDEWALK (TYP). PLASTIC ROOT CURB/GUTTER (TYP). BARRIER: 18 INCH MIN. y` ' DEPTH ADJ. TO 4- SIDEWALK. ^✓ A BACKFILL MIX. '` ROOTBALL. NOTES: PLASTIC ROOT BARRIER: 24 INCH MIN. DEPTH ADJ. TO CURB. 1. ROOT BARRIER SHALL BE INSTALLED IN A LINEAR FASHION PARALLEL TO EDGE OF HARDSCAPE (NOT ENCIRCLING ROOTBALL)-20' MIN. LENGTH EACH TREE, CENTERED ON TRUNK. 2. TOP OF ROOT CONTROL BARRIER SHALL BE ONE INCH ABOVE EARTH SUBGRADE(MIN). BUT BELOW SIDEWALK GRADE. 3. ROOT BARRIER SHALL BE INSTALLED WITH RAISED ROOT DIVERTERS FACING TOWARD THE TREE ROOTBALL. ROOT CONTROL BARRIER NOTES: 1. FINISHED DEPTH: 2" MIN. 2. BEFORE SPREADING, REMOVE SITE ROCK AND DEBRIS OVER 1" DIA. 3. DURING INSTALLATION RAKE D.G. TO SETTLE FINES. 4. LIGHTLY BROOM SURFACE OF D.G. AFTER INSTALLATION. 5. APPLY PRE -EMERGENT TO ALL D.G. AREAS. 6. APPLY A LIGHT MIST OF WATER OVER THE ENTIRE D.G. SURFACE. DECOMPOSED " GRAN ITE/DECORATIVE ROCK PER PLANTING LEGEND INERT GROUNDCOVER SCALE: NTS The Engineering Planning Surveying Landscape Architecture Urban Design W`V Offices located in Tucson, Phoanix, and Flagstaff, Arizona, Las Vegas, Neveda Group 4444 mast Broadway Inc. Tucson, Arizona (520) 881-7480 FLUSH END SCALE: NTS PLASIC BOX & COVER PER IRRIGATION LEGEND FINISH GRADE MHT ADAPTER AND FHT CAP RISER 3/4" CRUSHED GRAVEL SUMP 1 CU. FT. EMITTER LATERAL TREE 3�:rka 31ODEGRADABLE FREE TIE AND CHAFING GUARD -ORM A 4" DEEP BASIN 4ROUND TREE SLOW RELEASE FERTILIZER TABLETS CIRCULAR PLANT PIT TAPER SIDES AND SCARIFY SIDES AND BOTTOM NOTE: 1. REMOVE ALL NURSERY STAKES AND CONTAINERS 2. WATER SETTLE BACKFILL 6" LIFTS TREE PLANTING ON SLOPE SCALE: NTS FINISH GRADE OF SLOPE -4- SHRUB BACKFILL MIXTURE i 1=)1 ��,I f I AROUND TREE 2/3 SITE SOIL =1! =! f !- FORM A 4" DEEP BASIN 1/3 SOIL AMENDMENT ROOT BALLS- i 11 I I : 11 i ==111-=1 11=1 11= =!' ` `— SLOW RELEASE (SIZE VARIES) I- FERTILIZER TABLETS I==1 11 I; II i (I 4 11- CIRCULAR PLANT PIT TAPER SIDES AND 3 TIME5 BALL WIDTH MIN. SCARIFY SIDES AND BOTTOM NOTE: 1. REMOVE ALL NURSERY STAKES AND CONTAINERS 2. WATER SETTLE BACKFILL 6" LIFTS SHRUB PLANTING ON SLOPE SCALE. NTS ' � t 2/3 FINISH GRADE 1/3 t`%IiEI1�1 1iil}rll(l,I1 ljfllllI� II -y ALL BOULDERS SHALL BE BURIED BY ONE THIRD, (1/3) TO PROVIDE NATURAL APPEARANCE NOTE: BOULDERS DIMENSIONED ON PLAN. SIZE CALLED OUT IN LARGEST DIMENSION. ALL BOULDERS TO BE SURFACE SELECT, FREE FROM SCARS, CHIPS AND ABRASIONS. LANDSCAPE CONTRACTOR TO TREAT ALL DEFECTS WITH'EONITE' TO PROVIDE WEATHERED, NATURALAPPEARANCE. BOULDER PLACEMENT LOCKING VALVE BOX & COVER PER IRRIGATION LEGEND FINISH GRADE PVC EXTENSION - LENGTH AS REQUIRED Eli BALL VALVE - I - - _ - MAIN LINE - } IT a00000000000', 3/4"CRUSHED GRAVEL SUMP t. T.i C 1 CU. FT. n ISOLATION VALVE SCALE: NTS WATER PROOF CONNECTION 30-INCH LIN LENGTH OF COILED 39" POLYETH TUBING PRESSURE REGULA' PER IRRIGATION LE( PVC LATEMMIL WYE FILTER PER IRRIGATION LEGEND FINISH GRADE BALL VALVE PER IRRIGATION LEGEND PLASTIC VALVE BOX PER IRRIGATION LEGEND BRICK (1 OF 4) FILTER FABRIC 12" THICK, 3/4" GRAVEL SLUMP MAINLINE REMOTE CONTROL VALVE PER IRRIGATION LEGEND NOTE- BUNDLE & TAPE WIRE EVERY 10 FT. SEAL WIRE ENDS WITH SPLICING MATERIAL. DRIP VALVE ASSEMBLY SCALE: NTS MULTI -OUTLET EMIT (6 outIE 3/4" POLYETHYLE TUBING MULTI OUTLET EMITTER SCALE: NTS 1/4" DISTRIBUTION TUB SINGLE OUTLET EMITTER �®n min 9OX &COVER SH GRADE 1/4" DISTRIBUTION TUBING PTH 3/4" CRUSHED 'EL GRAVEL: 1 CU. PLANT CENTER FINISH GRADE ROOT BALL PLANT PIT 3/4" POLYETHYLENE TUBING NOTE: IF PLANTED ON SLOPE, PLACE EMITTER ON UPHILL SIDE OF PLANT SINGLE OUTLET EMITTER SCALE: NTS TREE TRUNK 5 FOOT DIAMETER DISTRIBUTION TUBING DISCHARGE POINT 1" ABOVE FINISH GRADE LATERAL LINE OR EMITTER TUBING MULTI -OUTLET EMITTER EMITTER PLACEMENT AT TREES SCALE: NTS LANDSCAPE PLAN: HAMPTON INN & SUITES LANDSCAPE PLAN ORO VALLEY MARKETPLACE RV-N4 DETAILS ORO VALLEY ARIZONA Project Sheet Title No. Date Revisions CONTROLLER - MOUW AT EYE -LEVEL AS APPROVED DISCONNECT SWITCH 120 POWER SOURCE IN STEEL CONDUIT WALL RIGID STEEL CONDUIT W/ 24 VOLT WIRES TO VALVES FINISH GRADE CONDUIT TO EXTEND 5 FT. BEYOND WALL NOTE: GROUND CONTROLLER PER CONTROLLER MANUFACTURER RECOMMENDATIONS AND PER LOCAL CODE. WALL -MOUNT CONTROLLER BACKFLOW PREVENTER BALL VALVE PER IRRIG. LEGEND SHUT OFFS ®®� ®.� ® ®� GALV. ELLS GALV. UNION I I GALV. NIPPLES _ GALV. STEEL PIPE FINISH GRADE 4" MIN. TYP. I r ��ENCLO BACKF®RE pERENTER IRRIG. LEGEND El 11=11 11tI=ii=iifl--11=1i�I!P 4" THICK SIT CONCRETE PAD f— _1f. -�i PVC ADAPTOR 30" FLOW BEYOND UNIT —� IifwlT_�i--ill=1!1=�=11i i�IL(f—i (!; (ilI 1 NOTE: PROVIDE BACKFLOW TESTING PER TUCSON WATER STD. BACKFLOW PREVENTER SCALE: NTS MAIN PVC SUPPLY LATERAL NOTE: TAPE & BUNDLE TUBING AND . _-( WIRING AT 10' INTERVALS rj � :�i N _, __, .I ao lit j ALL 120 VOLT WIRING IN CONDUIT ,!� TO BE INSTALLED AS PER LOCAL CODES ALL PVC PIPING TO BE SNAKED IN TRENCHES AS SHOWN PIPE BEDDING MATERIAL TO BE ROCK & DEBRIS FREE, BACKFILL IN 6" LIFTS, PUDDLE WITH WATER, BETWEEN LIFTS. THRUST BLOCK ALL DIRECTION CHANGES OF THE MAINLINE WITH 1 C.F. OF 3000 P.S.I. CONCRETE ' TRENCH , l SCALE: NTS 6" TYP VALVE BOX; ALIGN AND SPACE EVENLY. INSTALL AT LEAST 12" FROM SIDEWALK, STRUCTURE, WALL, OR CURB 18" TYP. NOTE: DO NOT PLACE VALVE(S) IN PEDESTRIAN AREAS VALVE BOX PLACEMENT �J SCALE: NTS LANDSCAPE PLAN FOR LOTS 1 & 2 AND A PORTION OF LOTS 3&50F ORO VALLEY MARKETPLACE RANCHO VISTOSO-NEIGHBORHOOD 4 BEING A PORTION OF SECTION 31, T11 S, R14E, G&SRM, TOWN OF ORO VALLEY;, PIMA COUNTY, ARIZONA OV12-XX-XX Item Scale N/A Job No. 1 85050WJO I Date OCTOBER 6, 2009 Designed By PNR Two working days before you dig CALL FTHEEBLUE STAKES I-W782-5A Blue Stake Center Sheet 34712 PETER m NICHOLAS RUMNEY� Checked By GLG IRRIGATION 1. GENERAL A. DRAWING IS SCHEMATIC, FOLLOW AS CLOSE AS PRACTICAL; MAKE NO CHANGES OR ALTERATIONS WITHOUT THE PRIOR APPROVAL OF THE OWNER OR HIS REPRESENTATIVE. B. THE CONTRACTOR SHALL VERIFY AVAILABLE WATER PRESSURE ON THE SITE, PRIOR TO BEGINNING WORK. IF THERE IS A DISCREPANCY BETWEEN THIS READING AND THE MINIMUM PRESSURE REQUIRED, AS NOTED ON PLAN, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER. C. THE CONTRACTOR SHALL COMPLY WITH ALL LAWS, RULES AND REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION OVER THE PREMISES; THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FOR THIS WORK. D. THE CONTRACTOR SHALL CAREFULLY STUDY THE DRAWINGS, AND SHALL CAREFULLY EXAMINE THE SITE, AND SHALL BE AWARE OF ALL EXISTING WORK AND CONDITIONS THAT COULD POSSIBLY AFFECT THE IRRIGATION WORK. E. THE ACT OF SUBMITTING A BID PROPOSAL FOR THE WORK REQUIRED AND INCLUDED IN THE CONTRACT IS EVIDENCE THAT THE CONTRACTOR HAS BECOME COMPLETELY FAMILIAR WITH ALL SITE CONDITIONS AND IS FAMILIAR WITH ALL REQUIREMENTS OF THE CONTRACT. F. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGES TO ALL WORK PREVIOUSLY PERFORMED BY OTHERS, AND SHALL REPAIR AT HIS OWN EXPENSE, ALL SUCH DAMAGE TO THE COMPLETE SATISFACTION OF THE OWNER. G. THE CONTRACTOR SHALL FURNISH A SYSTEM THAT PROVIDES COMPLETE COVERAGE TO ALL INTENDED AREAS. ADD ADDITIONAL EMITTERS AND ADJUST ALL EMITTERS TO PROVIDE FOR MAXIMUM COVERAGE AND EFFICIENCY. H. THE OWNER RESERVES THE RIGHT TO REJECT ANY MATERIALS OR WORKMANSHIP. 1. THE CONTRACTOR SHALL REVIEW THE GENERAL CONDITIONS AND GENERAL REQUIREMENTS WHICH CONTAIN INFORMATION AND REQUIREMENTS THAT APPLY TO THIS SECTION. 2. SUBMITTALS A. PRIOR TO THE SUPPLY AND INSTALLATION OF ANY IRRIGATION EQUIPMENT, THE CONTRACTOR SHALL SUBMIT FOR APPROVAL, CATALOG CUTS AND TECHNICAL INFORMATION ON THE ITEMS LISTED BELOW: 1. PVC PIPE AND FITTINGS 2. EMITTERS 3. REMOTE CONTROL VALVE 4. IRRIGATION CONTROLLER 5. BACKFLOW PREVENTERS 6. VALVE BOXES 3. MATERIALS A. ALL MATERIALS SHALL BE NEW AND UNUSED AND SHALL HAVE A MINIMUM GUARANTEE OF ONE YEAR AGAINST DEFECTS AND DEFECTIVE WORKMANSHIP. B. MATERIAL SPECIFIED BY NAME AND/OR MODEL NUMBER SHALL BE INTERPRETED AS ESTABLISHING A SPECIFICATION FOR THE GENERAL TYPE, QUALITY, CONSTRUCTION AND CHARACTERISTIC OF THE PRODUCT DESIRED. ALL REQUESTS FOR SUBSTITUTION OF MATERIALS MUST BE SUBMITTED IN WRITING TO THE OWNER FIVE (5) DAYS PRIOR TO THE BID OPENING DATE. MATERIALS NOT SO SUBMITTED WILL NOT BE APPROVED FOR INSTALLATION. C. LOW VOLTAGE CONTROL WIRE SHALL BE NO. 14 UF, UL APPROVED. USE RED FOR CONTROL AND WHITE FOR COMMON. D. AUTOMATIC ELECTRIC REMOTE CONTROL VALVES SHALL BE PROVIDED WITH A THROTTLING STEM AND A MANUAL VENT. E. WIRE SPLICES SHALL BE COMPLETED WITH PEN-TITE TYPE UNITS. 4. INSTALLATION A. THE CONTRACTOR SHALL COORDINATE WITH ALL OTHER CONTRACTORS FOR THE PLACEMENT OF ALL NECESSARY SLEEVES, WIRE, PIPE AND CONDUIT. THE IRRIGATION CONTRACTOR SHALL FURNISH AND INSTALL ALL SLEEVES REQUIRED FOR THE IRRIGATION SYSTEM. B. THE CONTRACTOR SHALL MAINTAIN ONSITE, ONE CLEAN DRAWING THAT SHOWS NEATLY IN RED PENCIL, ALL CHANGES FROM THE DESIGN IN THE LOCATION OF PIPE, REMOTE CONTROL VALVES, CROSS CONNECTION CONTROL DEVICES, SPRINKLER HEADS, CONTROLLERS, AND ALL OTHER MAJOR COMPONENTS. TRANSFER ALL INFORMATION FROM THE PROGRESS "AS -BUILT" DRAWINGS TO REPRODUCIBLE DOCUMENTS REQUESTED FROM THE OWNER'S REPRESENTATIVE. THIS DRAWING SHALL BE SUBMITTED TO THE OWNER PRIOR TO SEEKING FINAL ACCEPTANCE OF THE SYSTEM. C. NO WIRE SPLICES PERMITTED BETWEEN IRRIGATION CONTROLLER AND REMOTE CONTROL VALVES. BUNDLE AND TAPE THE'NIRE TO THE UNDERSIDE OF THE MAINLINE PIPE AT 30 FOOT INTERVALS. AT ALL LOCATIONS WHERE THE WIRE IS NOT UNDER THE MAINLINE PIPE, PLACE THE WIRE WITHIN A PVC PIPE CONDUIT AT MAINLINE PIPE DEPTH. D. USE LIQUID TEFLON OR TEFLON TAPE ON ALL THREADED CONNECTIONS. DO NOT USE PIPE DOPE ON PLASTIC THREADS. E. INSTALL ONLY ONE REMOTE CONTROL VAL'✓E PER ACCESS BOX. T'S S Engineering Planning Surveying n e Landscape Architecture Urban D-3sign A ,�B Offices located in Tucson, Phoenix, V\Y/ and Flagstaff, Arizona, Las Vegas, Neveda Grou B4444 East Broadway Inc. Tucson, Arizona (520) 881-7480 LANDSCAPE F. PVC PIPE: 1. ALL GRADING IS TO BE TRUE TO CONTOURS SHOWN WITH REVERSE CURVE AT TOP 1. BURIAL DEPTH: MAIN LINE AT 24" SOIL COVER AND BOTTOM OF SLOPE TO ASSURE SMOOTH AND EVEN TRANSITIONS. THERE SHALL LATERAL LINE AT 18" SOIL COVER BE A CONTINUOUS SLOPE BETWEEN CONTOURS WITH ALL GRADES APPROVED BY OWNER 2. MINIMUM CLEARANCE FOR PIPES IN COMMON TRENCH SHALL BE 4". PRIOR TO PLANTING. 3. MINIMUM TRENCH WIDTH SHALL BE TWICE THE DIAMETER OF THE PIPE BEING INSTALLED THEREIN. 2. CONTRACTOR TO MEET EXTERIOR GRADES AT PROPERTY LINES AND IS RESPONSIBLE 4. USE PVC PRIMER ON ALL SOLVENT WELDED SURFACES. FOR FINISH GRADES IN LANDSCAPING AREAS. OWNER TO APPROVE ALL GRADES. 5. INSTALL ALL PIPE LINES WITHIN PLANTING AREAS, AT ALL 3. SHRUB BEDS ARE TO BE GRADED AND TERRACED AS NEEDED TO RETAIN IRRIGATION LOCATIONS POSSIBLE. WATER_ 6. ALL PIPE PASSING UNDER WALKS, DRIVES, AND WALLS SHALL BE 4. CERTAIN PLANT MATERIALS SPECIFIED TO BE INSTALLED AS PART OF THE WORK 7. SLEEVED WITH PVC PIPE. BACKFILL MATERIAL SHALL BE ROCK FREE. BACKFILL IN 6" LIFTS SHALL BE TAGGED BY OWNER AT PLACE OF GROWTH: PRIOR TO AWARD OF CONTRACT. AND MECHANICALLY TAMP OR WATER IN. BACKFILLING SHALL BE A. ALL PLANT MATERIALS SHALL CONFORM TO NURSERY STANDARDS ACCORDING DONE IN SUCH A MANNER TO PREVENT FUTURE SETTLING. SHOULD TO THE AMERICAN ASSOCIATION OF NURSERYMEN, INC., AND SHALL BE FREE SETTLING OCCUR WITHIN ONE YEAR, THE CONTRACTOR SHALL MAKE FROM PESTS, EGGS, DISEASES, AND REPRESENTATIVE OF SPECIES IN SIZE, REPAIRS, AS DIRECTED, TO THE COMPLETE SATISFACTION OF THE QUALITY, FORM AND COLOR. PLANTS SHALL NOT BE ROOT BOUND, DAMAGED OWNER. OR SUBSTANDARD IN ANY WAY. ALL MATERIALS TO BEAR ORIGINAL LABELS. 8. PRESSURE TEST THE MAINLINE AT 100 PSI FOR TWO HOURS. PLACE B. OWNER SHALL REVIEW AND TAG ALL PLANT MATERIALS AT NURSERY AND ENOUGH SOIL TO PREVENT PIPE MOVEMENT, LEAVING VISIBLE ALL PRIOR TO PLANTING FOR CONFORMITY TO SPECIFICATIONS. THREADED AND SOLVENT WELD CONNECTIONS. ALL LEAKS SHALL BE REPAIRED OR FITTINGS REPLACED IF SO DIRECTED. C. ANY PLANT DEEMED SUBSTANDARD BY THE OWNER WILL BE REMOVED FROM 9. PRIOR TO INSTALLING EMITTERS, THOROUGHLY FLUSH ALL SITE AND REPLACED BY CONTRACTOR AT CONTRACTOR'S COST. PIPE LINES, CAP ALL RISERS AND TEST ALL LINES AT THE HIGHEST 5. TOP SOIL IS TO BE LOCAL, FRIABLE MATERIAL OF ACCEPTABLE QUALITY, FREE OBTAINABLE PRESSURE FROM EXISTING SOURCE. REPAIR ALL FROM EXTRANEOUS MATERIAL OVER 1" IN DIAMETER, WEEDS, CHEMICALS, SEEDS, DEFECTS. AND NOXIOUS MATERIAL. THE pH TO RANGE FROM 6.5 TO 8.4 AND PPM OF SALT G. INSTALL THE IRRIGATION CONTROLLER AT THE LOCATION SHOWN ON THE TO BE LESS THAN 1000. DRAWING, OR AS DIRECTED BY THE OWNER. 6. TREES AND SHRUBS TO HAVE SOILS SAUCER AS INDICATED. H. ALL PARTS OF THE IRRIGATION SYSTEM AND ASSOCIATED EQUIPMENT SHALL 7. CONTRACTOR TO GUARANTEE PLANT MATERIALS AS FOLLOWS: BE ADJUSTED TO FUNCTION PROPERLY AND SHALL BE TURNED OVER TO THE A. 15 GAL. AND LARGER - ONE YEAR OWNER IN FULL OPERATING CONDITION. THE CONTRACTOR SHALL MAINTAIN B. ALL OTHER PLANTS - SIX MONTHS THE IRRIGATION SYSTEM UNTIL FINAL ACCEPTANCE BY THE OWNER. C. UNIFORM STANDARD OF SEEDED AREAS WITH NO BARE I. THE CONTRACTOR SHALL REMOVE ALL ROCKS, EXCESS DIRT, AND DEBRIS, AREAS, THIN AREAS OR SPOTS. AND EQUIPMENT FROM THE SITE AT THE COMPLETION OF THE WORK. 8. FINISH GRADE FOR PLANTED AREAS SHALL BE 1" BELOW ALL CURBS, WALKS AND J. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR PAVING WITH SMOOTH EVEN LINES AT EDGES OF STRUCTURES. NON -PLANTED AREAS FROM DATE OF ACCEPTANCE OF THE SYSTEM BY THE OWNER. MAKE REPAIRS, TO BE RAKED AND COMPACTED AS NOTED AND LEFT SMOOTH AND EVEN WITH FINISH AS DIRECTED, AT NO EXPENSE TO THE OWNER. GRADE 1 BELOW ALL STRUCTURES. K. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL FURNISH TO THE 9. PLANTING HOLES ARE TO BE 2 X ROOT BALL WIDTH AND 1-1/2 X ROOT BALLDEPTH. BACKFILL WITH 3/4 SITE SOIL AND 1/4 ORGANIC AMENDMENT. OWNER IN A THREE RING BINDER: 1) COMPLETE CONTROLLER OPERATION AND PARTS MANUAL: 2) COMPLETE ELECTRIC CONTROL VALVE PARTS SHEETS: 10. SIZES, QUANTITY, TYPES OF PLANTS TO BE SHOWN ON DRAWINGS. 3) PARTS SHEETS FOR EACH TYPE OF EMITTER:. 11. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS, COORDINATION, SCHEDULING, UTILITY VERIFICATION AND DAMAGES TO OTHER TRADES, AND UTILITY DAMAGE. LANDSCAPE PLAN: HAMPTON INN & SUITES ORO VALLEY MARKETPLACE RV-N4 ORO VALLEY, ARIZONA Project LANDSCAPE PLAN SPECIFICATIONS Sheet Title 12. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND ANY DISCREPANCY IS TO BE REPORTED TO OWNER PRIOR TO WORK IN THAT AREA. 13. CONTRACTOR SHALL INSURE PROPER DRAINAGE IN ALL PLANT HOLES. 14. ALL TREE AND SHRUB PLANTS TO RECEIVE AGRI-FORM TABLETS AS PER MANUFACTURER INSTRUCTIONS, AND IN ACCORDANCE WITH THE FOLLOWING TABLE: 1 GAL. - (2) 5 GRAM TABLETS 5 GAL. - (4) 5 GRAM TABLETS 15 GAL. - (12) 5 GRAM TABLETS 24 INCH AND LARGER - (18) 5 GRAM TABLETS 15. ALL PLANT MATERIALS SHALL BE PROPERLY STORED AFTER DELIVERY TO PROTECT THEM FROM WEATHER OR OTHER CONDITIONS WHICH COULD CAUSE DAMAGE. CONTRACTOR IS LIABLE FOR REPLACEMENT OF DAMAGED MATERIAL WITH LIKE MATERIAL FROM SAME SUPPLIER. 16. LAYOUT PLANTS AT LOCATIONS SHOWN ON THE DRAWINGS. USE 12" STAKES: COLOR CODED FOR EACH SPECIES OF PLANT. STAKE EACH TREE AND MAJOR SHRUB. 17. CONTRACTOR IS RESPONSIBLE FOR PRESERVATION AND WATERING OF ALL EXISTING PLANT MATERIALS TO REMAIN. FENCE OFF PLANT MATERIALS DURING CONSTRUCTION PERIODS TO AVOID DAMAGE. CONTRACTOR SHALL PAY FOR LIQUIDATED DAMAGES DUE TO PLANT MATERIALS LOST OR DAMAGED DURING CONSTRUCTION. 18. CONTRACTOR TO MAINTAIN ALL LANDSCAPE AREAS FOR A MINIMUM OF 90 DAYS AFTER COMPLETION OF PROJECT. 19. PROVIDE PROTECTION TO ALL PLANTS FROM RABBITS, INSECTS AND OTHER PESTS. No. Date Revisions LANDSCAPE PLAN FOR LOTS 1 & 2 AND A PORTION OF LOTS 3 & 5 OF ORO VALLEY MARKETPLACE RANCHO VISTOSO-NEIGHBORHOOD 4 OV12-XX-XX Item BEING A PORTION OF SECTION 31, T11 S, R14E, G&SRM, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA Scale N/A v �txr'~^re' cj� 34712PE1ER Job No. 1 8505OWJ01 Date OCTOBER 6 2009 NICHOLAS RUMNEY Designed By PNR of Checked By GLG edI' 9R�20 A_ Vi Two working days before you dig CALL FOR THE BLUE STAKES 1-10-782-M Blue Stake Center Sheet 0 �t- z I w U Q J w Q w J J 1r w G:1 Do z 0 a. 0) ti 0 C O !Z E C c 0 n E cc _ CD LO O LO 00 J ALA NEIRL s SOUTHWEST GAS [ORPORAi1011 October 19, 2009 Town of Oro Valley Planning &Zon—ing Department 11000 N.La Canada Dr. Oro Valley, Arizona 85737 OV1209-16 HAMPTON INN & SUITES OVMP Southwest Gas Corporation has no objection to the platting of the above mentioned project. However, existing natural gas facilities are located in adjacent right-of-way which may be affected by construction of this project. Blue Stake should be notified 48 hours prior to construction. Further information regarding natural gas facilities on or near this project may be acquired by contactin me at 794-6049. RICK BAROMENGINEERING TECHNICIAN 3401 East Gas Road / Tucson, Arizona 85714-1994 P.O. Box 26500 / Tucson, Arizona 85726-6500 / (520) 889-1888 / 1-800-428-7324 www.swgas.com Development Services AUDREY FARENGA ADDRESSING REVIEW PH#: 740-6800 FAX #: 623-5411 201 N. STONE"., 1ST FL TUCSON, AZ 85701-1207 TO: TOWN OF ORO VALLEY PLANNING DEPARTMENT FROM: AUDREY FARENGA, ADDRESSING REVIEW SUBJECT: OV1209-16 HAMPTON INN & SUITES/DEVELOPMENT PLAN DATE: October 20, 2009 The above referenced project has been reviewed by this Division for all matters pertaining to street naming/addressing, and the following matters must be resolved prior to our approval: 1. Shade in only the portion of this development plan on the Location Map. 2. Change Catalina Shadows Estates Bk 37, Pg 71 to Bk 41, Pg 24 on Location Map. 3. Delete Palisades Pointe Bk 45, Pg 48 on Location Map. This is in the incorrect area. 4. Label Tangerine Road on the Site Development Plan. 5. Label Water Harvest Way on sheet 5. UNITED ST/-ITES POST/ -AL SERVICE Tucson AZ 85726-9998 July 31, 2009 Shirley Gay Development Coordinator Town of Oro Valley Planning & Zoning Division 11000 N La Canada Drive Oro Valley AZ 85737-7016 T iJ `Ii�l� Tt�11V ovo ValleV SUBJECT: Construction Projects and Recommendations for Delivery of Mail RE: OV 1209-16 Hampton Inn & Suites OVMP Parcel Number 220043120 (INREVU) Please contact the Postal Service before purchasing or installing mail receptacles. The Postal Service is not responsible for costs incurred to move or replace mail receptacles installed prior to obtaining proper authorization. Mail receptacles must be located on the delivery line of travel established by the Postal Service. To obtain approvals necessary to initiate mail delivery, please contact the USPS at least 90 days prior to the first move in. Your Postal Service contact for this project is: Station Manager: ORO VALLEY STATION Phone Number: 520.229.0320 C-� Robert A. Sol Customer Relations Coordinator RAS`.gv. cc: Station Manager: 85737 w/encl: "Project Checklist" 1 M landmark TITLE ASSURANCE AGENCY October 1, 2009 Lawyers Title 2425 E Camelback #700 Phoenix, AZ 85016 Attn.: Steve Cowan Title/Order No.: 06166090-T50 Property Address: , , ARIZONA Buyer/Borrowers: OVM Hotel LLC In connection with the above numbered Escrow, we are enclosing the Preliminary Title Report(s) and any other requested documentations. (If copies of the Exceptions set out in Schedule B - Section 2 are not included in this package, and you would like to receive them, please contact your escrow officer) If we may be of further assistance, please feel free to contact the undersigned. We thank you for this opportunity to serve you. Title Direct Orders Escrow Officer 7810 E. Broadway Tucson, Az 85710, Phone: (520) 748-3521 • Fax: (520) 748-3532 p oe[E I� OCT 0 g 2009 Town of Oro Vallev Address: Our Order No.: 06166090-010-T50 Escrow Officer: Title Direct Orders COMMITMENT FOR TITLE INSURANCE ISSUED BY Landmark Title Assurance Agency of Arizona LLC as agent for First American Title Insurance Company INFORMATION The Title Insurance Commitment is a legal contract between you and the company. It is issued to show the basis on which we will issue a Title Insurance Policy to you. The policy will insure you against certain risks to the land title, subject to the limitations shown in the Policy. The Company will give you a sample of the Policy form, if you ask. The Commitment is based on the land title as of the Commitment Date. Any changes in the land title or the transaction may affect the Commitment and the Policy. The Commitment is subject to its Requirements, Exceptions and Conditions. THIS INFORMATION IS NOT PART OF THE TITLE INSURANCE COMMITMENT. TABLE OF CONTENTS Agreement To Issue Policy Schedule A 1. Commitment Date 2. Policies to be Issued, Amounts And Proposed Insured 3. Interest in the Land and Owner 4. Description of the Land Schedule B-1 - Requirements Schedule B-2 - Exceptions Conditions YOU SHOULD READ THE COMMITMENT VERY CAREFULLY If you have any questions about the Commitment, contact: Landmark Title Assurance Agency of Arizona LLC 78I0 E. Broadway Tucson, Az 85710 Phone: (520) 748-3521 • Fax: (520) 748-3532 COMMITMENT FOR TITLE INSURANCE ISSUED BY Landmark Title Assurance Agency of Arizona LLC as agent for First American Title Insurance Company AGREEMENT TO ISSUE POLICY We agree to issue a policy to you according to the terms of this Commitment. When we show the policy amount and your name as the proposed insured in Schedule A, this Commitment becomes effective as of the Commitment date shown in Schedule A. If the Requirements shown in this Commitment have not been met within six months after the Commitment Date, our obligation under this Commitment will end. Also, our obligation under this Commitment will end when Policy is issued and then our obligation to you will be under the Policy. Our obligation under the Commitment is limited by the following: The Provisions in Schedule A. The Requirements in Schedule 13-1. The Exceptions in Schedule B-2 The Conditions. This Commitment is not valid without SCHEDULE A and Sections 1 and 2 of SCHEDULE B. First American Title Insurance Company COMMITMENT FOR TITLE INSURANCE SCHEDULE A Order Number: 06166090-010-T50 1. Commitment Date: September 24, 2009 at 8:00 A.M., Amendment Date: October 1, 2009, Amendment No.: 1 2. Policy or Policies to be issued: Amount a. ALTA 2006 Extended Owner's Policy $TO COME Proposed Insured: OVM Hotel LLC, An Arizona Limited Liability Companyb. ALTA 2006 Extended Loan Policy $TO COME Proposed Insured: proposed C. None $ Proposed Insured: 3. a. The estate or interest in the land described in this Commitment is: A FEE b. Title to the said estate or interest at the date hereof is vested in: Vestar OVM LLC., an Arizona limited liability company 4. The land referred to in this Commitment is situated in the City of , County of Pima, State of Arizona, and is described as follows: See Exhibit A attached hereto and made a part hereof. ALTA Plain Language Commitment Page 1 Form No. 1068-2 Title Officer: 011 Typist: J11 Amended: October 1, 2009 El SCHEDULE B — Section One REQUIREMENTS The following requirements must be met: 1. Pay the agreed amounts for the interest in the land and/or the mortgage to be insured. 2. Pay us the premiums, fees and charges for the policy. 3. Documents satisfactory to us creating the interest in the land and/or mortgage to be insured must be signed, delivered and recorded. 4. You must tell us in writing the name of anyone not referred to in this Commitment who will get an interest in the land or who will make a loan on the land. We may then make additional requirements or exceptions. 5. Release(s) or Reconveyance(s) of Item(s): N/A ALTA Plain Language Commitment Fonn No. 1068-2 Title Officer. / J11 Typist: j1I Amended: October 1, 2009 Page 2 File No.: 06166090-010-T50 SCHEDULE B — Section I (Continued) 6. RECORD Release and Reconveyance of Deed of Trust: Amount $116,375,000.00 Dated _ May 18, 2007 Recorded May 18, 2007 ' Docket 13058 Page 2752 Trustor Vestar OVM LLC, an Arizona limited liability company Trustee JP Morgan Chase Bank NA, a national banking association Beneficiary JP Morgan Chase Bank NA, a national banking association Modification of Deed of Trust recorded in Docket 13431 at Page 238 USUAL preliminary inspection report by an employee of the Company. The right is reserved to make additional requirements or exceptions upon examination. FURNISH plat of survey acceptable to the Company. The right is reserved to make additional requirements or exceptions upon examination of said plat. NOTE: The plat of survey furnished to satisfy the above requirements must be made by a Registered Land Surveyor, showing proper ties to locating monuments, location of the improvements on the premises, easements or rights -of - way, over or under the property, together with any encroachments or projections, fences or any other matters affecting the use and occupancy of the premises, and CERTIFICATION BY said Land Surveyor shall read as follows: This is to certify that this map or plat and the survey on which it is based were made in accordance with "Minimum. Standard Detail Requirements for ALTA/ACSM Land Title Surveys", jointly. established and adopted by ALTA, ACSM and NSPS in 2005 and includes items 1, 6, 8, 10, and 11 of Table A thereof. Pursuant to the Accuracy Standards as adopted by ALTA, NSPS and ACSM and in effect on the date of this certification the undersigned further certifies that (surveyor to complete certificate with ONE of THREE appropriate phrases) Upon furnishing of said plat, any matter disclosed by said plat will be added to Schedule B. NOTE: Should Zoning coverage be requested, items 7a, 7b, and 7c of Table A, and the type and number of parking spaces must be included. 9 FURNISH the Company with Owner's Affidavit executed by Vestar OVM, L.L.C., an Arizona limited liability company 10. RECORD Deed from Vestar OVM, L.L.0 to OVM Hotel LLC, An Arizona Limited Liability Company. NOTE: ARS 11:1133 may require the completion and filing of an Affidavit of Value. 11 RECORD Deed of Trust to be insured. 12 FURNISH the Company a copy of the Articles of Organization, stamped "filed" by the Arizona Corporation Commission and a fully executed copy of the Operating Agreement and all amendments thereto for the following named Limited Liability Company: Limited Liability Company OVM Hotel LLC, An Arizona Limited Liability Company. ALTA Plain Language Commitment Page 3 Form No. 1068-2 File No.: 06166090-010-TSO SCHEDULE B — Section I (Continued) 13 Furnish satisfactory property description prior to closing, and disposition of all matters disclosed thereby. 14. PAYMENT of taxes for the first half of the year 2009 in the amount of $8,28.20, Parcel No. 220-04-3160. 15 PAYMENT of taxes foi the first half of the year 2009 in the amount of $794.24, Parcel No. 220-04-3120. 16. PAYMENT of taxes for the -first half of the year 2009 in the amount of $890.65, Parcel No. 220-04-3130. 17 PAYMENT of taxes for the first half of the year 2009 in the amount of $927.79, Parcel No. 220-04-3140. 18 RECORD Release of: LABOR OR MATERIALMEN'S LIEN: Amount $262,822.95 Claimant Desert Glen Commercial Landscape Group Inc. Recorded April 27, 2009 Docket 13545 Page 4241 And as amended by instrument recorded in Docket 13602 at Page 3263. Lender's Note: The purported address as disclosed by the Pima County Assessors office is as follows 1580 E Tangerine Road, 1520 E Tangerine Road, 1590 E Tangerine Road, and 1530 E Tangerine Road, Oro Valley, , AZ. END OF SCHEDULE B — SECTION I ALTA Plain Language Commitment Page 4 Form No. 1068-2 SCHEDULE B — SECTION II EXCEPTIONS Schedule B of policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company: A. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the Effective Date but prior to the date the proposed Insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. 1. TAXES AND ASSESSMENTS collectible by the County Treasurer, a lien not yet due and payable for the following year: Second half of the year 2009 2. Patent Reservations of record in instrument recorded in Book 56 of Deeds at Page 274 3. Patent Reservations of record in instrument recorded in Book 44 of Deeds at page 469. 4. RESTRICTIONS, CONDITIONS, COVENANTS, RESERVATIONS, LIABILITIES AND OBLIGATIONS, including but not limited to any recitals creating easements or party walls,. omitting, if any, from the above, any restrictions based on race, color, religion, sex, handicap, familial status or national origin contained in instrument: Recorded in Docket 7761 Page 1536 And re -recorded in Docket 8021 Page 914 And recorded in Docket 7871 Page 1787 And re -recorded in Docket 7915 Page 1380 5. EASEMENT and rights incident thereto, as set forth in instrument: Recorded in Miscellaneous Records 70 Page 532 Purpose Electric lines and associated facilities 6. WATER RIGHTS, claims or title to water, and agreements, covenants, conditions or rights incident thereto, whether or not shown by the public records. This exception is not limited by reason of the disclosure of any matter relating to Water Rights as may be set forth elsewhere in Schedule B. 7. Ordinance No. (0) 04-10 by The Town of Oro Valley as set forth in instrument recorded April 16, 2004 in Docket 12282 at Page 850. Assignment and Assumption of Development Agreement as set forth in instrument recorded in Docket 13058 at Page2609. 8. Rancho Vistoso Planned Area Development, Neighborhood 4, Restoration Agreement set forth in instrument recorded January 02, 2007 in Docket 12962 at Page 39. ALTA Plain Language Commitment Page 5 Form No. 1068-2 Title Officer: / J1I Typist: J11 Amended: October 1, 2009 Order No.: 06166090-010-T50 SCHEDULE B — Section Two (Continued) 9. EASEMENTS, restrictions, reservations and conditions as set forth on the recorded plat of said subdivision recorded in Book 64 of Maps and Plats at Page 42 thereof.. 10. RESTRICTIONS, CONDITIONS AND COVENANTS, omitting, if any, from the above, any restrictions based on race, color, religion, sex, handicap, familial status or national origin as shown on the plat: Recorded in Book 64 of Maps Page 42 II. AGREEMENT, according to the terms and conditions, contained therein: Purpose Site Development Agreement Dated March 13, 2007 Recorded May 18, 2007 Docket 13058 Page 2676 Assignment of Site Development Agreement as set forth in instrument recorded in Docket 13058 at Page 2795. 12. AGREEMENT, according to the terms and conditions, contained therein: Purpose Common Operation and Reciprocal Easement Agreement Recorded May 18, 2007 Docket 13058 Page 2684 First Amendment recorded May 18, 2007 in Docket 13058 at Page 2746. 13. Ordinance No. (0) 04-10 by the Town of Oro Valley, as set forth in instrument recorded April 16, 2004 in Docket 12282 at Page 850. Assignment of Town of Oro Valley Development Agreement as set forth in instrument recorded in Docket 13058 at Page 2784 14. Easements with Covenants and Restrictions recorded May 18, 2007 in Docket 13058 at Page 2623. ALTA Plain language Commitment Page 6 Form No. 1068-2 Order No.: 06166090-010-T50 SCHEDULE B — Section Two (Continued) 15. EASEMENTS with Covenants and Restrictions Affecting Land and rights incident thereto, as set forth in instrument: _ Recorded in Docket 13058 Page '2623 First Amendment recorded August 25, 2008 in Docket 13377 at Page 532. 16. AGREEMENT, according to the terms and conditions, contained therein: Purpose Development Agreement Dated March 13, 2007 Recorded May 18, 2007 Docket 13058 Page 2676 17. RESTRICTIONS, CONDITIONS, COVENANTS, RESERVATIONS, LIABILITIES AND OBLIGATIONS, including but not limited to any recitals creating easements or party walls, omitting, if any, from the above, any restrictions based on race, color, religion, sex, handicap, familial status or national origin contained in instrument: Recorded in Docket 13058 Page 2684 First Amendment to Common Operation and Reciprocal Easement Agreement for Oro Valley Market Place recorded May 18, 2007 in Docket 13058 at Page 2746 Second Amendment recorded August 25, 2008 in Docket 13377 at Page 560 18. EASEMENT and rights incident thereto, as set forth in instrument: Recorded in Docket Page Purpose 19. Intentionally Omitted 13303 2242 electric and communication facilities 20. LOCATION OF IMPROVEMENTS, easements, discrepancies, conflicts in boundary lines, shortage in area, encroachments or any other facts which a correct survey would disclose. NOTE: This exception will be amended or deleted upon the submission of the corresponding documents required in Schedule B, Part I. 21. ADVERSE MATTERS that may be revealed by an inspection of the land. NOTE: This exception will be amended or deleted upon the submission of the corresponding documents required in Schedule B, Part I. 22. RIGHTS OF PARTIES in possession. NOTE: This exception will be amended or deleted upon the submission of the corresponding documents required in Schedule B, Part I. ALTA Plain Language Commitment Page 7 Form No. 1068-2 Order No.: 06166090-010-T50 SCHEDULE B — Section Two (Continued) 23. EASEMENT and rights incident thereto, as set forth in instrument: Recorded in Docket 8778 _ Page 1187 And recorded in Docket 7871 at Page 1829. 24. EASEMENTS, restrictions, reservations and conditions as set forth on the recorded plat of said subdivision. recorded in Book 62 of Maps and Plats at Page 19 thereof. 25. LEASEHOLD, under the terms and conditions of Lease made by: Lessor Vestar Arizona XLI, LLC, an Arizona limited liability company Lessee Best Buy Stores, L.P., a Virginia limited partnership Dated February 06, 2007 Term 10 years with option to extend for 3 additional periods of 5 years each Recorded March 19, 2009 Docket 13518 Page 260 The map attached, if any, may or may not be a survey of the land depicted hereon. First American Title Insurance Company expressly disclaims any liability for loss or damage which may result from reliance on this map except to the extent coverage for such loss or damage is expressly provided by the terms and provisions of the title insurance policy, if any, to which this map is attached. ALTA Plain Language Commitment Page 8 Form No. 1068-2 CONDITIONS 1. DEFINITIONS (a) "Mortgage" means mortgage, deed of trust or other security instrument. (b) "Public Records" means title records that give constructive notice of matters affecting the title according to tttg state law where the land is located. 2.. LATER DEFECTS The Exceptions in Schedule B — Section Two may be amended to show any defects, liens or encumbrances that appear for the first time in the public records or are created or attached between the Commitment Date and the date on which all of the Requirements (a) and (c) of Schedule B — Section One are met. We shall have no liability to you because of this amendment. 3. EXISTING DEFECTS If any defects, liens or encumbrances existing at Commitment Date are shown in Schedule B, we may amend Schedule B to show them. If we do amend Schedule B to show these defects, liens or encumbrances, we shall be liable to you according to Paragraph 4 below unless you knew of this information and did not tell us about it in writing. 4. LIMITATION OF OUR LIABILITY Our only obligation is to issue to you the Policy referred to in this Commitment, when you have met its Requirements. If we have any liability to you for any loss you incur because of an error in this Commitment, our liability will be limited to your actual loss caused by your relying on this Commitment when you acted in good faith to: comply with the Requirements shown in Schedule B — Section One or eliminate with our written consent any Exceptions shown in Schedule B — Section Two. We shall not be liable for more than the Amount shown in Schedule A of this Commitment and our liability is subject to the terms of the Policy form to be issued to you. CLAIMS MUST BE BASED ON THIS COMMITMENT Any claims, whether or not based on negligence, which you may have against us concerning the title to the land must be based upon this Commitment and is subject to its terms. ALTA Plain Language Commitment Page 9 Form No. 1068-2 EXHIBIT A The land referred to in this Commitment is situated in the City of , County of Pima, State of Arizona and is described as follows: Lots 1,2,3,and 5, of Oro Valley Market Place, a subdivision of Pima County, Arizona according to the map or plat thereof of record in the office of the County'tecorder of Pima County, Arizona, in Book 64 of Maps and Plats at page 42 thereof. The above description is a temporarydescription to be used until a satisfactory description is furnished prior to closing. ALTA Plain Language Commitment Page 10 Form No. 1068-2 PRIVACY POLICY We Are Committed to Safeguarding Customer Information In order to better serve your needs now and in the future, we may ask you to provide us with certain information. We understand that you may be concerned about what we will do with such information — particularly any personal or financial information. We agree that you have a right to know how we will utilize the personal information you provide to us. Therefore, together with our parent company, First American Title Insurance Company, we have adopted this Privacy Policy to govern the use and handling of your personal information. Applicability This Privacy Policy governs our use of the information which you provide to us. It does not govern the manner in which we may use information we have obtained from any other source, such as information obtained from a public records or from another person or entity. FirstAmerican Title Insurance Company has also adopted broader guidelines that govern our use of personal information regardless of its source. First American Title Insurance Company calls these guidelines its Fair Information Values, a copy of which can be found on our website at www.firstam.com. Types of Information Depending upon which of our services you are utilizing, the types of nonpublic personal information that we may collect include: • Information we receive from you on applications, forms and in other communications to us, whether in writing, in person, by telephone or any other means; • Information about your transactions with us, our affiliated companies, or others; and • Information we receive from a consumer reporting agency. Use of Information We request information from you for our own legitimate business purposes and not for the benefit of any nonaffiliated party. Therefore, we will not release your information to nonaffiliated parties except: (1) as necessary for us to provide the product or service you have requested of us; or (2) as permitted by law. We may, however, store such information indefinitely, including the period after which any customer relationship has ceased. Such information may be used for any internal purpose, such as quality control efforts or customer analysis. We may also provide all of the types of nonpublic personal information listed above to one or more of our affiliated companies. Such affiliated companies include financial service providers, such as title insurers, property and casualty insurers, and trust and investment advisory companies, or companies involved in real estate services, such as appraisal companies, home warranty companies, and escrow companies. Furthermore, we may also provide all the information we collect, as described above, to companies that perform marketing services on our behalf, on behalf of our affiliated companies, or to other financial institutions with whom we or our affiliated companies have joint marketing agreements. Former Customers Even if you are no longer our customer, our Privacy Policy will continue to apply to you. Confidentiality and Security We will use our best efforts to ensure that no unauthorized parties have access to any of your information. We restrict access to nonpublic personal information about you to those individuals and entities who need to know that information to provide products or services to you. We will use our best effects to train and oversee our employees and agents to ensure that your information will be handled responsibly and in accordance with this Privacy Policy and First American Title Insurance Company's Fair Information Values. We currently maintain physical, electronic, and procedural safeguards that comply with federal regulations to guard your nonpublic personal information. ALTA Plain Language Commitment Page 11 Form No. 1068-2 Y wM Mr alWEtllOr R Tlr A� PO R K Mt 11 (M» 1d6�lQelq AAu n r[LwL A/I1®R ■ ASOr R LR AOO 1a LR LIISi R � r N trPAO rlaa rR wt E MI[r[O Imsr+W W IMAWIr RAtM /Ilw A x IaYLR a Art IaAO IOW ![ 7aw WYPa AAp/ w PLAUALO tsiLLr. r Mi 1rmscoIS A Flows R a u1s11W tleuoo IR.b[ w�l[ LYRNM tLm/40 R)t IOYO EwAMO1 it E n r deY[ O 1[ nr7G r LAr tYIOIsr wL E RLE n OR LPtR PLO urtW Na tr PLr POOILS�� M LwrD N IW PLO itlRi R x EA4RP W N� o®a m n ms [msm Mlo®wa mr s® rr MPumI r OW MG r IYu oa.mmR tIAYL tart r Ir LYL Nt1r IAA SwP OP4 WIs lMf/101f® lelfrE p KOOwWp RLI M AOOAMWnaI .[Iw >D Inul p YL Jl umfowl n OOl M .16OCAlp r• Mr If0'O YRWIOR aE LrlD sue rrm 1/L RARa mrL r trWIL AL NALRA{! 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