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HomeMy WebLinkAboutOV129904ATOWN OF ORO VALLEY COMMUNITY DEVELOPMENT DEPARTMENT Planning and Zoning • Building Safety 11000 N. La Canada Drive, Oro Valley, AZ 85737 - (520) 229-4800 - Fax (520) 742-1022 4? Oro Valley Public Library . 444? 1305 W. Naranja Drive, Oro Valley, AZ 85737 - (520) 229-5300 - Fax (520) 229-5319 April 24th, 2007 Warren Thompson Stantec 201 N Bonita Ave, Ste l0l Tucson, AZ 75745 Fax: 520-750-7470 Mike Hoppe Associate Pastor Casas Church lo8ol N. La Cholla Blvd. Tucson, AZ 85742 Fax: 520-878-1211 Re: OVi2-99-o4A, Revised Development Plan for Casas Adobes Church, reflecting the new design and location of the Chapel and Youth Building, located at the northwest corner of La Cholla and Lambert Lane, Parcel 224-20-002B Dear Warren and Mike, Thank you for your resubmittal of the revised development plan for the Casas Church chapel and youth center. At this time, staff has tentatively administratively approved the revised development plan. We require the following to formally certify this project complete: ■ One (1) copy of the development plan, with the signature block for Pima County Wastewater removed; ■ One (1) mylar; and ■ One (1) letter addressing these comments. If you have any questions, please contact me. Most Cordially, Pamela J. Pelletier Planner 520.229.4813 ppelletierorovalley net T t, •fin s Y APR 2 6�. 2007 J Lr t .�w..�Lr�..ro�.•�+cswrma:-.: �•.-...¢r.+. r. t.��..._ -a�...�....oa<. >.w.u.... u:: �.,�wr`r TV.� F:\OV\OV12\1999\12-99-4A www.townoforovalley.com 1 TOWN OF ORO VALLEY COMMUNITY DEVELOPMENT DEPARTMENT Planning and Zoning s Building Safety 11000 N. La Canada Drive, Oro Valley, AZ 85737. (520) 229-4800 • Fax (520) 742-1022 Oro Valley Public Library 1305 W. Naranja Drive, Oro Valley, AZ 85737 • (520) 229-5300 • Fax (520) 229-5319 April 25th, 2007 Warren Thompson Stantec 201 N Bonita Ave, Ste 101 Tucson, AZ 75745 750.7474 Fax: 520-750-7470 Mike Hoppe Associate Pastor Casas Church 10801 N. La Cholla Blvd. Tucson, AZ 85742 Fax: 520-878-1211 Re: OV12-99-o4A, Landscape Plan for Casas Adobes Church Chapel and Youth Building, located at the northwest corner of La Cholla and Lambert Lane, Parcel 224-20-0o2B. Dear Warren and Mike, Thank you for the resubmittal of the landscape plan. At this time, staff has reviewed the plans and there are still some outstanding items. These items are listed below (items in italics were previously specified in the March 15th, 2007 letter): ■ Some proposed species, such as Salmon Dwarf Oleander, is not on Oro Valley's Approved Plant List. There are two species still included on the landscape plans that are not on the OVZCR approved plant list. These species are as follows: Olea europea (Sweet Hill Olive) and Nerium oleander "dwarf' (Salmon Dwarf Oleander) . There are two recourses: either remove these species and utilize a plant from the approved plant list or submit a fact sheet with each landscape plan for all plants not found on the Town's list of approved plants (see Addendum "A"). The fact sheet provide information so that The Planning and Zoning Administrator may reject any plants with a high incidence of pollen related allergy problems, high water use, fire hazard or invasive characteristics. Staff suggests removing these plants and replacing with plants from the approved list. ■ What landscaping is in between the modulars and new chapel? This is p articularly important to ensure the water feature is completely shaded. ■ Water must be recycled through the feature. Please add a note. Per OVZCR Section D 6: "Ornamental water features, such as fountains may be used if the following conditions are met: F:\0V\0V12\1999\12-99-4A www.townoforovalley.com a. The feature is located within a shaded courtyard or enclosed space; b. Water in moving grater features is recycled through the feature; and, c. The water feature is designed to prevent water seepage or leaking". The water feature is not located in a shady courtyard; the landscape plan shows only grass and decomposed granite. This does not meet the requirements of the OVZCR. Please revise the plans accordingly. Furthermore, a note was requested to be added to the plans. As this note (listed above) was not added, please revise the plans, andspecify in the response letter the exact sheet and note number for staff s review. Landscaping is to be added within lo' of the northeast perimeter of the (youth) building. No landscaping is provided in the area of the youth building located adjacent to the existingkin lot. Per OVZCR Section 27.6 3 d: "All buildings, whether parg freestanding or part of a larger center, shall have a minimum ten (w) foot landscaped area on all four (4) sides of the building. Walkways, sidewalks, or patios may be included in the ten (1o) foot landscaped area provided that the planting area is at least four (4) feet Aride except where required for access". This area of the building perimeter does not meet this requirement. Please revise the plans accordingly. For resubmittal, we require the following: ■ Two (2) copies of 24x36 size revised landscape plan; and ■ Two (2) copies of a letter addressing all the above -listed comments. If the response letter does not address all comments, the plans will not be accepted. If you have any questions, please contact me. Most Cordially, Pom Pamela J. Pelletier Planner 520.229.4813 ppelletierorovalley. net F:\OV\OV12\1999\12-99-4A Oro Valley Subdivision Street Standards and Policies Manua! APPENDIX D: GENERAL GRADING NOTES 1. ALL MATERIALS AND WORKMANSHIP ARE TO BE IN ACCORDANCE WITH PIMA COUNTY/CITY OF TUCSON STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS (PC/COT SSPI), EDITION OF 2003, EXCEPT AS MODIFIED HEREBY. 2. ALL CONSTRUCTION AND TESTING METHODS SHALL BE IN CONFORMANCE � WITH PC/COT SSPI, EDITION OF 2003, EXCEPT AS MODIFIED HEREBY. 3. ALL WORK SHALL BE IN CONFORMANCE TO GRADING STANDARDS, CHAPTER 15 OF THE ORO VALLEY ZONING CODE REVISED. 4. EXCAVATION AND BACKFILL FOR STRUCTURES SHALL CONFORM TO PC/COT SSPI, SECTION 203-5. 5. ALL CONCRETE SHALL CONFORM TO PC/COT SSPI, SECTION 1006, CLASS S, 3,000-PSI COMPRESSIVE STRENGTH AT 28 DAYS, UNLESS OTHERWISE SPECIFIED. 6. A STAMPED SET OF APPROVED PLANS SHALL BE KEPT IN AN EASILY ACCESSIBLE LOCATION ON THE JOB SITE AT ALL TIMES OR DURING CONSTRUCTION. 7. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE OCCUPATIONAL _ SAFETY AND HEALTH ADMINISTRATION REGULATIONS. 8. CONTRACTOR SHALL CALL BLUE STAKE (1-800-782-5348) TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 9. CONTRACTORS SHALL OBTAIN ALL PERMITS REQUIRED BY GOVERNMENTAL AGENCIES. 10. UPON COMMENCEMENT OF WORK, TRAFFIC CONTROL DEVICES SHALL BE POSTED AND MAINTAINED BY THE CONTRACTOR UNTIL SUCH TIME AS THE WORK IS COMPLETED. ALL WARNING SIGNS, BARRICADES, ETC., SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES ADOPTED BY THE STATE OF ARIZONA PURSUANT TO A.R.S 28-650. 11. IF UNANTICIPATED CONDITIONS ARE ENCOUNTERED DURING THE COURSE OF CONSTRUCTION AND ARE BEYOND THE SCOPE OF THE DESIGN, THE ENGINEER SHALL SUBMIT THE NECESSARY REVISED OR SUPPLEM'r"N 1 AL IMPROVEMENT PLANS FOR REVIEW AND APPROVAL BY THE TOWN OF ORO VALLEY PRIOR TO SUCH REVISONS/CHANGES BEING MADE IN THE FIELD. Page 70 of 104 Oro Valley Subdivision Street ,andards and Policies Manual 12. ALL STATIONING SHOWN ON PLAN AND PROFILE ARE ALONG CONSTRUCTION CENTERLINE UNLESS OTHERWISE NOTED. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CARE AND MAINTENANCE OF EXISTING IMPROVEMENTS AND VEGETATION IN THE WORK. AREA. PAVEMENT, CURBS, CART PATHS AND ANY OTHER OBSTRUCTIONS DAMAGED DURING CONSTRUCTION ARE TO BE REPLACED BY THE CONTRACTOR. ANY UNDERGROUND PIPES, IRRIGATION LINES, IRRIGATION CONTROLS, DRAINS, STRUCTURES, OR OBSTRUCTIONS NOT SHOWN ON THESE PLANS SHALL BE MOVED, ALTERED, OR REPAIRED BY THE CONTRACTOR WHEN ENCOUNTERED, AS DIRECTED BY THE ENGINEER, AND IS A DEFINITE PART OF THIS PROJECT. 14. ACCEPTANCE OF THESE PLANS DOES NOT CONSTITUTE OR IMPLY ACCEPTANCE OF ANY OF THE FOLLOWING: a) WP.LL(S), RETAINING OR QTHEF. TYPE(S). b) ANY REINFORCED CONCRETE STRUCTURE(S)o c) ANY EMBANKMENT(S) WHOSE PRIMARY PURPOSE IS TO FUNCTION AS A RETENTION/DETENTION STRUCTURE. THE ITEMS LISTED ABOVE ARE APPROVED FOR LOCATION ONLY. SEPARATE PLAN CHECKS AND PERMITS ARE REQUIRED, ALL IN ACCORDANCE WITH THE APPLICABLE CODES OF THE TOWN OF ORO VALLEY. 15. THE CONTRACTOR SHALL GIVE FORTY-EIGHT (48) HOURS NOTICE WHEN HE SHALL REQUIRE THE SERVICES OF THE ENGINEER OR ANY OTHER PERSON PROPERLY AUTHORIZED FOR SUCH PURPOSE FOR LAYING OUT ANY PORTION OF THE WORK. HE SHALL ALSO DIG ALL STAKE HOLES NECESSARY TO GIVE LINE AND LEVELS AND SHALL PROVIDE ASSISTANCE CALLED FOR BY THE ENGINEER OR HIS ASSISTANTS UPON ANY PART OF THE WORK WHENEVER SO REQUESTED, AND SHALL PRESERVE ALL STAKES SET FOR THE LINES, LEVELS OR MEASUREMENTS OF THE WORK IN THEIR PROPER PLACES UNTIL AUTHORIZED TO REMOVE THEM BY THE ENGINEERS. ANY EXPENSE INCURRED IN REPLACING ANY STAKES WHICH THE CONTRACTOR OR HIS SUBORDINATES MAY HAVE FAILED TO PRESERVE SHALL BE CHARGED TO THE CONTRACTOR. 16. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FURNISH, HAUL AND APPLY ALL WATER REQUIRED FOR COMPACTION AND FOR THE CnNTTR nL nF DUO,T FROM CONSTRUCTION ACTI �TITY. THE COST THERLOI V \J 1 IS TO BE INCLUDED IN THE GRADING CONSTRUCTION PRICE. Page 71 of 104 IOro Valley Subdivision Street Standards and Policies Manual 17� IT SHALL BE THE CONTRACTOR'S REPSPONSIBILITY TO FULLY COMPLY WITH ADEQ STORMWATER DISCHARGE PERMIT IN ACCORDANCE WITH THE REPORT AND POLLUTION PLANS PREPARED BY THE ENGINEER, THE COST THEREOF TO BE INCLUDED IN THE GRADING CONSTRUCTION PRICE. 18. BUILDING SITES SHALL BE CONSTRUCTED TO WITHIN 0.10 FOOT OF FINISH BUILDING PAD ELEVATIONS AS STAKED BY THE ENGINEER. STREETS AND PARKING AREAS SHALL BE CONSTRUCTED TO WITHING +0.10 FEET OF FINISH SUBGRADE AS STAKED BY THE ENGINEER. 19. A REPORT OF SOILS INVESTIGATIONS, INCLUDING RECOMMENDATIONS FOR GRADING PROCEDURES HAS BEEN PREPARED BY DATED JOB NO. FOR THIS PROJECT. EARTHWORK SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED IN SAID REPORT AND ANY AMENDMENTS MADE THERETO. 20. THE SOILS ENGINEER SHALL OBSERVE, INSPECT AND TEST ALL CONSTRUCTION OPERATIONS, INCLUDING BUT NOT LIMITED TO: CLEARING, GRUBBING, SUBGRADE PREPARATION, STRUCTURAL, TRENCH EXCAVATION AND BACKFILL, MATERIAL TESTING, TOGETHER WITH PLACEMENT OF FILL. SAID ENGINEER SHALL CERTIFY IN WRITING, THAT ALL SOILS OPERATIONS AND MATERIALS USED FOR THIS DEVELOPMENT WERE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS AS SET FORTH IN THE GEOTECHNICAL INVESTIGATION OF RECORD AND ARE IN CONFORMANCE WITH THE ACCEPTED PLANS AND SPECIFICATIONS. CERTIFICATION, IN WRITING, IS TO BE RECEIVED BY THE TOWN OF ORO VALLEY PRIOR TO THE REQUEST FOR FINAL INSPECTION AND RELEASE OF ASSURANCES. 21. GRADING BOUNDARIES SHALL BE CLEARLY MARKED, AND ALL WORK WILL BE CONFINED TO APPROVED PROJECT LIMITS AS SHOWN ON THESE PLANS. 22.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND/OR THE SURVEYOR PROVIDING THE CONSTRUCTION LAYOUT TO VERIFY THE BENCHMARK AND COMPARE THE SITE CONDITIONS WITH THE PLANS AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES OBSERVED. SHOULD ANY BENCHMARK, GRADE OR DESIGN INDICATED ON THE PLANS BE SUSPECT, THE ENGINEER SHALL BE NOTIFIED OF SAID BENCHMARK, GRADE OR DESIGN PROBLEM AT LEAST TWENTY-FOUR HOURS BEFORE CONSTRUCTION IS SCHEDULED TO BEGIN ON THE AFFECTED AREA. 23.IT SHALL BE THE SOLE- RESPONSIBILITY OF THE OWNER(S), THEIR. S U C C E S S 0 R S 0R ASSIGN S, (AN L)/OK THEIR CON T RAC; T 0K5 T HEIK SUC,CESSVR.S OR ASSIGNS AS APPLICABLE TO PURSUE ANY NEGOTIATIONS, OBTAIN ANY AGREEMENTS AND/OR PERMITS, ETC., FROM ALL NECESSARY OWNERS, PRIVATE AND/OR GOVERNMENTAL AGENCIES IN CHARGE OF PROPERTIES AND/OR RIGHTS -OF -WAY ADJACENT TO (OK NEIGHBORING) THIS PROJECT, Page 72 of 104 Oro Valley Subdivision Stre6, standards and Policies Manual THAT MAY BE REQUIRED TO DO ANY WORK ( CONSTRUCTION, ACCESS, MODIFICATIONS, GRADING, DRAINAGE, STRUCTURES, ROADS, ETC.,) ENCROACHING OR AFFECTING - DIRECTLY OR INDIRECTLY - ON THESE ADJACENT PROPERTIES AND RIGHTS -OF -WAY IN ANY CONCEIVABLE MANNER, REGARDLESS OF WHETHER OR NOT THIS WORK IS SHOWN OR DESCRIBED ON THESE PLANS (OR) ON THIS PLAT. 24. THE PROFESSIONAL ENGINEER OF RECORD SHALL SUBMIT AS -BUILT RECORD DRAWINGS AND CERTIFY IN WRITING THAT ALL IMPROVEMENTS, WHETHER PRIVATE OR PUBLIC, HAVE BEEN CONSTRUCTED, PLACED, INSTALLED, ETC. IN SUBSTANTIAL CONFORMANCE WITH THE ACCEPTED PLANS FOR THIS DEVELOPMENT. CERTIFICATIONS IN WRITING AND THE AS -BUILT RECORD DRAWINGS ARE TO BE RECEIVED BY THE TOWN OF ORO VALLEY A MINIMUM OF TWO (2) WEEKS PRIOR TO THE REQUEST FOR CERTIFICATES OF OCCUPANCY AND/OR FINAL INSPECTION BY THE DEPARTMENT OF PUBLIC WORKS AND THE RELEASE OF ASSURANCES, EXCEPT FOR MODEL HOMES INTENDED TO BE USED FOR SALES PURPOSES. IF THE PROJECT IS PHASED THE ABOVE PERTAINS TO EACH PHASE. 25. THE BASIS OF ELEVATION IS A 26. BENCH MARKS BENCH MARKS NO. 1 IS A HAS AN ELEVATION OF BENCHMARK NO. 2 IS A HAS AN ELEVATION OF 27. OWNER/DEVELOPER: . SAID BENCHMARK NO. 1 . SAID BENCHMARK NO. 2 28. ALL EASEMENTS MUST BE ACQUIRED BY OWNER/BUILDER PRIOR TO CONSTRUCTION. Page 73 of 104 Oro Valley Subdivision Street Standards and Policies Manual APPENDIX E: GENERAL PAVING NOTES 1 ALL MATERIALS AND WORKMANSHIP ARE TO BE IN ACCORDANCE WITH PIMA COUNTY/CITY OF TUCSON STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS (PC/COT SSPI, EDITION OF 2003, EXCEPT AS MODIFIED HEREBY. 2. ALL CONSTRUCTION AND TESTING METHODS SHALL BE IN CONFORMANCE WITH PC/COT SSPI, EDITION OF 2003, EXCEPT AS MODIFIED HEREBY. 3. EXCAVATION AND BACKFILL FOR STRUCTURES SHALL CONFORM TO PC/COT SSPI, SECTION 203-5. 4. EARTHWORK, EXCEPT AS MODIFIED BY THE SOILS REPORT OF RECORD, SHALL CONFORM TO PC/COT SSPI, SECTION 203. 5. AGGREGATE BASE COURSE SHALL CONFORM TO PC/COT SSPI, SECTION 303. 6. ASPHALTIC CONCRETE SHALL CONFORM TO PC/COT SSPI, SECTION 406, ASPHALTIC CONCRETE MIXTURE No. 2 SPECIFICATIONS. 7. ALL CONCRETE SHALL CONFORM TO PC/COT SSPI, SECTION '1006, CLASS S, 3,000-PSI, COMPRESSIVE STRENGTH AT 28 DAYS, UNLESS OTHERWISE SPECIFIED. 8. A STAMPED SET OF APPROVED PLANS SHALL BE KEPT IN AN EASILY ACCESSIBLE LOCATION ON THE JOB SITE AT ALL TIMES OR DURING CONSTRUCTION. 9. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION REGULATIONS. 10. CONTRACTOR SHALL CALL BLUE STAKE (1-800-78',)--5348) TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 119 CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED BY GOVERNMENTAL AGENCIES. 12. CONTRACTOR SHALL INSTALL STREET SIGNS IN ACCORDANCE WITH THE TOWN OF ORO VALLEY SUBDIVISION STREET STANDARDS -- SIGNAGE POLICY. 13. PAVING CONTRACTOR SHALL ADJUST BOTH EXISTING AND NEW WATER VALVES, BOX COVERS, WATER METER BOXES, SANITARY SEWER MANHOLES AND CLEANOUT RINGS AND COVERS, TELEPHONE AND ELECTRIC MANHOLE RING AND COVERS TO THE NEW FINISHED GRADE. Page 74 of 104 Oro Valley Subdivision Street , .andards and Policies Manual 14. UPON COMMENCEMENT OF WORK, TRAFFIC CONTROL DEVICES SHALL BE POSTED AND MAINTAINED BY THE CONTRACTOR UNTIL SUCH TIME AS THE WORK IS COMPLETED. ALL WARNING SIGNS, BARRICADES, ETC., SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES ADOPTED BY THE STATE OF ARIZONA PURSUANT TO A.R.S. 28-650. 15. IF UNANTICIPATED CONDITIONS ARE ENCOUNTERED DURING THE COURSE OF CONSTRUCTION AND ARE BEYOND THE SCOPE OF THE DESIGN, THE ENGINEER SHALL SUBMIT THE NECESSARY REVISED OR SUPPLEMENTAL IMPROVEMENT PLANS FOR REVIEW AND APPROVAL BY THE TOWN OF ORO VALLEY PRIOR TO SUCH REVISIONS/CHANGES BEING MADE IN THE FIELD. 16. ALL STATIONING SHOWN ON PLAN AND PROFILE ARE ALONG CONSTRUCTION CENTERLINE UNLESS OTHERWISE NOTED. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CARE AND MAINTENANCE OF EXISTING IMPROVEMENTS AND VEGETATION IN THE WORK AREA. PAVEMENT, CURBS, CART PATHS AND ANY OTHER OBSTRUCTIONS DAMAGED DURING CONSTRUCTION ARE TO BE REPLACED BY THE CONTRACTOR. ANY UNDERGROUND PIPES, IRRIGATION LINES, IRRIGATION CONTROLS, DRAINS, STRUCTURES, OR OBSTRUCTIONS NOT SHOWN ON THESE PLANS SHALL BE MOVED, ALTERED, OR REPAIRED BY THE CONTRACTOR WHEN ENCOUNTERED, AS DIRECTED BY THE ENGINEER, AND IS A DEFINITE PART OF THIS PROJECT. 18. ACCEPTANCE OF THESE PLANS DOES NOT CONSTITUTE OR IMPLY ACCEPTANCE OF ANY OF THE FOLLOWING: a) WALL(S), RETAINING OR OTHER TYPE(S). b) ANY REINFORCED CONCRETE STRUCTURE(S). c) ANY EMBANKMENT(S) WHOSE PRIMARY PURPOSE IS TO FUNCTION AS A RETENTION/DETENTION STRUCTURE. THE ITEMS LISTED ABOVE ARE APPROVED FOR LOCATION ONLY. SEPARATE PLAN CHECKS AND PERMITS ARE REQUIRED, ALL IN ACCORDANCE WITH THE APPLICABLE CODES OF THE TOWN OF ORO VALLEY. 19. THE CONTRACTOR SHALL GIVE FORTY-EIGHT (48) HOURS NOTICE WHEN THEY SHALL REQUIRE THE SERVICES OF THE ENGINEER OR ANY OTHER PERSON PROPERLY AUTHORIZED FOR SUCH PURPOSE FOR LAYING OUT ANY PORTION OF THE WORD. THEY SHALL ALSO DIG ALL STAKE HOLES NECESSARY TO GIVE LINE AND LEVELS AND SHALL PROVIDE ASSISTANCE CALLED FOR BY THE ENGINEER OR THEIR ASSISTANTS UPON AN Y PART OF THE WORK WHENEVER SO REQUESTED, AND SHALL PRESERVE ALL STAKES SET FOR THE LINES, LEVELS OR MEASUREMENTS OF THE WORK IN THEIR PROPER PLACES UNTIL AUTHORIZED TO REMOVE THEM BY THE ENGINEERS. Page 75 of 104 Oro Valley Subdivision Street Standards and Policies Manual ANY EXPENSE INCURRED IN REPLACING ANY STAKES WHICH THE CONTRACTOR OR THEIR SUBORDINATES MAY HAVE FAILED TO PRESERVE SHALL BE CHARGED TO THE CONTRACTOR. 20. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FURNISH, HAUL AND APPLY ALL WATER REQUIRED FOR COMPACTION AND FOR THE CONTROL OF DUST FROM CONSTRUCTION ACTIVITY. THE COST THEREOF IS TO BE INCLUDED IN THE GRADING CONSTRUCTION PRICE. 21. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FULLY COMPLY WITH ADEQ STORMWATER DISCHARGE PERMIT IN ACCORDANCE WITH THE REPORT AND POLLUTION PLANS PREPARED BY THE ENGINEER. THE COST THEREOF TO BE INCLUDED IN THE GRADING CONSTRUCTION PRICE. 22. BUILDING SITES SHALL BE CONSTRUCTED TO WITHIN 0.10 FOOT OF FINISH BUILDING PAD ELEVATIONS AS STAKED BY THE ENGINEER. STREETS AND PARKING AREAS SHALL BE CONSTRUCTED TO WITHIN 0.10 FEET OF FINISH SUBGRADE AS STAKED BY THE ENGINEER. 23. A REPORT OF SOILS INVESTIGATIONS, INCLUDING RECOMMENDATIONS FOR GRADING PROCEDURES HAS BEEN PREPARED BY DATED JOB NO. FOR THIS PROJECT. EARTHWORK SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED IN SAID REPORT AND ANY AMENDMENTS MADE THERETO. 24. THE SOILS ENGINEER SHALL OBSERVE, INSPECT AND TEST ALL CONSTRUCTION OPERATIONS, INCLUDING BUT NOT LIMITED TO: CLEARING, GRUBBING, SUBGRADE PREPARATION, STRUCTURAL, TRENCH EXCAVATION AND BACKFILL, MATERIAL TESTING, TOGETHER WITH PLACEMENT OF FILL. SAID ENGINEER SHALL CERTIFY IN WRITING, THAT ALL SOILS OPERATIONS AND MATERIALS USED FOR THIS DEVELOPMENT WERE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS AS SET FORTH IN THE GEOTECHNICAL INVESTIGATION OF RECORD AND ARE IN CONFORMANCE WITH THE ACCEPTED PLANS AND SPECIFICATIONS. CERTIFICATION, IN WRITING, ARE TO BE RECEIVED BY THE TOWN OF ORO VALLEY PRIOR TO THE REQUEST FOR FINAL INSPECTION AND RELEASE OF ASSURANCES. 25. GRADING BOUNDARIES SHALL BE CLEARLY MARKED, AND ALL WORK WILL BE CONFINED TO APPROVED PROJECT LIMITS AS SHOWN ON THESE PLANS. 26.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND/OR THE S 11R V E Y UR PRO V IDIly G 1 I iE CU'IN S 1 RU C 1 '1VIN LA Y O U 1 TU V ERIF Y THE BENCHMARK AND COMPARE THE SITE CONDITIONS WITH THE PLANS AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES OBSERVED. SHOULD ANY BENCHMARK, GRADE OR DESIGN INDICATED ON THE PLANS BE SUSPECT, THE ENGINEER SHALL BE NOTIFIED OF SAID BENCHMARK, GRADE Page 76 of 104 Oro Valley Subdivision Street otandards and Policies Manual OR DESIGN PROBLEM AT LEAST TWENTY-FOUR HOURS BEFORE CONSTRUCTION IS SCHEDULED TO BEGIN ON THE AFFECTED AREA. 27.IT SHALL BE THE SOLE RESPONSIBILITY OF THE OWNER (S), THEIR SUCCESSORS OR ASSIGNS, (AND/OR THEIR CONTRACTOR, THEIR SUCCESSORS OR ASSIGNS AS APPLICABLE) TO PURSUE ANY NEGOTIATIONS, OBTAIN ANY AGREEMENTS AND/OR PERMITS, ETC., FROM ALL NECESSARY OWNERS, PRIVATE AND/OR GOVERNMENTAL AGENCIES IN CHARGE OF PROPERTIES AND/OR RIGHTS -OF -WAY ADJACENT TO (OR NEIGHBORING) THIS PROJECT, THAT MAY BE REQUIRED TO DO ANY WORK (CONSTRUCTION, ACCESS, MODIFICATIONS, GRADING, DRAINAGE, STRUCTURES, ROADS, ETC.) ENCROACHING OR AFFECTING -- DIRECTLY OR INDIRECTLY - ON THESE ADJACENT PROPERTIES AND RIGHTS -OF -WAY IN ANY CONCEIVABLE MANNER, REGARDLESS OF WHETHER OR NOT THIS WORK IS SHOWN OR DESCRIBED ON THESE PLANS (OR) ON THIS PLAT. 28. THE PROFESSIONAL ENGINEER OF RECORD SHALL SUBMIT AS -BUILT RECORD DRAWINGS AND CERTIFY IN WRITING THAT ALL IMPROVEMENTS,' WHETHER PRIVATE OR PUBLIC, HAVE BEEN CONSTRUCTED, PLACED, INSTALLED, ETC. IN SUBSTANTIAL CONFORMANCE WITH THE ACCEPTED PLANS FOR THIS DEVELOPMENT. CERTIFICATIONS IN WRITING AND THE AS -BUILT RECORD DRAWINGS ARE TO BE RECEIVED BY THE TOWN OF ORO VALLEY A MINIMUM OF TWO (2) WEEKS PRIOR TO THE REQUEST FOR CERTIFICATES OF OCCUPANCY AND/OR FINAL INSPECTION BY THE DEPARTMENT OF PUBLIC WORKS AND THE RELEASE OF ASSURANCES, EXCEPT FOR MODEL HOMES INTENDED TO BE USED FOR SALES PURPOSES. IF THE PROJECT IS PHASED THE ABOVE PERTAINS TO EACH PHASE. 29. THE TOWN WILL, UPON RECEIPT OF ALL NECESSARY CERTIFICATIONS AS OUTLINED ON THE IMPROVEMENT PLANS AND FINAL PLAT, PERFORM A FIELD REVIEW OF THE DEVELOPMENT. FIELD CONDITIONS, DESIGN OVERSIGHTS, ETC., MAY REQUIRE ADDITIONAL WORK AND/OR IMPROVEMENTS AS A RESULT OF SAID REVIEW. 30. THE BASIS OF BEARINGS FOR THIS PROJECT IS 31. THE BASIS OF ELEVATION IS A 32. BENCHMARKS BENCHMARK NO. I IS A HAS AN ELEVATION OF BENCHMARK NO. 2 IS A ELEVATION OF SAID BENCHMARK NO. I .SAID BENCHMARK NO. 2 HAS AN Page 77 of 104 i Oro Valley Subdivision Street Standards and Policies !Manual 33, OWNER/DEVELOPER 34e ALL EASEMENTS MUST BE ACQUIRED BY 0WNER BUILDER PRIOR TO CONSTRUCTION.. 35. DESIGN SPEED = DESIGN VEHICLE = Wage 78 of 104 Stantec Page 1 of 1 Widero, Dee�4 From: Hale, Tiffany [Tiffany.Hale@stantec.com] Sent: Thursday, August 23, 2007 9:33 AM To: Eric Nelson Cc: Thompson, Warren; mikeh@casaschurch.org; rickl@casaschurch.org; Buddy Kochis; Rick Huch; Laws, David; Widero, Dee Subject: RE: Casas Adobes Baptist Church I have received verbal confirmation from Shirley Gay with the Town of Oro Valley that the Statement of Probably Costs has been approved. Please start the preparation of the bond. All documents must be received by Oro Valley as soon as possible by the 24th . Please contact our office with any questions. Thank you, Tiffany From: Hale, Tiffany Sent: Monday, August 20, 2007 9:50 AM To: 'dwidero@orovalley.net' Cc: Thompson, Warren; 'mikeh@casaschurch.org'; 'Rick Lujan (rickl@casaschurch.org)'; 'Buddy Kochis'; 'Eric Nelson'; 'Rick Huch'; 'dlaws@orovalley.net' Subject: Casas Adobes Baptist Church Dee, Attached please find the Statement of Probable Costs for Casas Adobes Baptist Church. Please feel free to contact our office with any questions. Thank you, Tiffany Hale Land Development Coordinator Stantec 01 North Bonita Avenue Suite 101 Tucson AZ 8574-0-2999 h: 5 4 5-7467 Fx: 5 ) 7 0-7470 tiffar.hale@statec.cem tantec.com The content of this email is the confidential property of Stantec and should not be copied, modified, retransmitted, or used for any purpose except with Stantec's written authorization. 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I �' 11 i � I 0 All lid � M "___*� = �A�� re-1,4 1 tj mik 9E.Es W% giv .hc plant ri '*% , -4 *_ S a W* KA �4' 19, I . a 0 oft * E3otanical Nt% e Description OP Si'Oze 10%.r% nn Na a nitm trao-0 Tn remam n4inalm � &&ap 9 I i C)Iea europea Ill *Swan &22 H 48 MUP Box v I-W ft eLn HH1 Oto i t, ,,,ft Ar-ft IN Acacia smalill 30 UOX MU1116"Ar Ul IN 11% i 0 1 : Sweet Acacia,,, I . a * 0 19111111111,411111a y AN .100& A:m Ar-M uuercus virginiana "Ht,#*;-r*1tr&"6 multi -a -trunk e '"Www Box 0 a Henft 1*4 RM EM%-A Oak aWe Lvv%0 ' at #v,&0Pjs tj Aft^§e4s Multiam"trunk ) qW%v1 VA Prou " 'w4 * 2411 B 0% "'A" Thornless Mesclude lFiut3 FlIant v hc W -AW001111, Alp-IRW 1% k 11ro I n.-W. R,qa t 12 SCALE: W r%jP%v 1 = Qv . .A&ft2 ]a 30 t 60 E I T 0 �W, K!721.2 .4 T-01 71 a, Notes W * _0`u-_t'vF_ ttfl$ P5knA SrObetween oWnOr 4LnQ cOnu 14R q�iwlqw .12 Town of Oro VaNeY Ot'llorced by the and not to be - v A< - Wv­_* William jo & PA . ame-I.A z W AppROVED : - - � r07 ....001- tg"Z ale. 11 A I � - 9 - . " _= - - - I .. � .... . , a 12^ - U Aft . , a N I CA' I * . A, 18943 o" R. HUCKO 0 0 J, . I .1 . . . . 0 1 . . , -M. - I.M. - . __.--- __� I FIV [3R "I - -41 a "& r-_] W DATE 441l=01 NO* X>O<X . * 5TEM a.,r.'Al FAA Me - ,%A& 4,0 'A AiA, P.M ON= IRRIGATIC)N LEGEND symbol manufacturer Description M Febw 825Y - T Reduced f:temXv ftcMw preventer - lerigation Baddlow Preventer Water Feature 825Y - r Reduced Pressure M---___: Gate Valve -WO per Mom• Rain Bird.. OF LX nlvw-%-,a 12 STA. lrrig&10n controller 33DFIC ouick Coupift Valve w/ 9H.0 Swivel Hose Ell. Cl Rein Ord. ..._.-.�.•�-- 40 PVC Mak". 9" Mans for fig.Sch Bch 40 PV%o 4! gyve.SCH 40 PVC Lateral. Size as shown on plan. di Reim Bird PEB Series Bechic cororol Valve. N*er, 11 Bubbler r Drip 6wwer Rain Bird OdeM-AneMmbelry)w/ 15Mesh Screen. Rain Ekd' X wis InIne ftresvXe motor.0 (fie in Valve AuemblY) Lasco 3/4! Sch., 40 PVC Lateral w/ Rain Bug X8T-10-6 MtKI-outiet E * 1 GPH each Outlet w/ FSTA60V Distrbutk)n Tubing. Laecd Raktird Root W&t6ring SYstem- Fa' 12 b'eft located in g'e" area, LaecO APS0075 - 3/4! Hose End Push CSP. �' O Hunter 20 Hunter 1-ADS 4! POP uP Nozzle Z014 MOTES IRRi��ATION i, Man is va*Ma0c aft• mi mak*ne% valves, etc. "I be placed W" jAimftV area wwover poseb104 2The -entire 19650n ey 'she$ n 'jisty a, code req*eMents and be, kWded as per maWadurersa terW* 3. Contractor shall sWeve sj mainlkwe (2' or low), valv* %---A &&-- I $I paved surfac*e and wafte and pol"MAM drip ►tuk*v Wider "ftg T from edge d paved W"gLee, or wall. Mlainlines greater extem" lwqwo 29 In *neter shall be direct burk4 shell be kwulated agakwt A paduced xemure backlow prevOntsm - am" with 11=rostguard invulated jadcOt Wabd va�ln a security end~e. 5. Sprk*Jers shad have head 10 head spaces. overepray shd be 4kVdCW4 and water " be contained witmn W areas• tion tubing prW to 60 Contractor "I coordinate kmAdetion of cVP Ingtdati.n of pW material with the OMMOS A"WOM- ta*ef- 7, Tram to be Irrigated by MUNFOU"t "*t*r& Shrubs and groundcOver tO be irriptedby ihgler-Ouftt 01TOG"IS. U - ickfiow PrOvOtOr POr"M Contractor shall apply for Reduced PrOOGWO tx from Oro Vefty water Dept. b*num standards theAmericW a Irrigawn Owe shd meet the m SocMy of ation consultants, 10. W L-r ��I�►aN�s. tion water " not leave the landscaped ar"o and flowonto roads or cor&&ctor end %W not be -n. Moteson #* page are between 1he owner end enforced by the Town of Oro VaftYq REVISIONS NO* DATE Nedh la .20 WINNOW" The Acacia. Groin .,,��,F,� .� 18,943 3861 North First Avenue JOHN R. Tucson-, Arizona 85719 HUCKO �-27 (szo) 407-9071 0 F (52U) 407--9073 0ax*Aft MWA t A A DC t— W m � � W G� OC� V V ISSUE DATE 4-21• PKOI N04 )0 DRG SCALEAS Na SHEET tip, �, � �`• �..:..,,,. :* , Arxa-1,29s3oe csF 12OX24! 13TONE VENEER wX8*X1w cm MASONRY STRUCTURE jM �w rw 7111 4mlv )71/2 =11=011 iI 1 L ���x I Awl 1/2 wilmoll SAND BLASTED S(`11111`'TURE IN STONE MASONRY OOLLAMN MATH OULTUFED STONE VENEERS 8'XB'X18' MA88 WALL WITH 9110NE VENEER -MATCH BLDQ 7' L*A' AJ a r 14 11 Z IF BACK BATTM WATER UNE 01 VVM1 Kw-" TwP%Lw&M -N- OTE: 9TONE VENEER SHA WRAP AROUND COLUMN ON 3 SIMES. BACK OF COLUMN SHALL BE STUCCO "" 11*1, , TL11L - =- &T- 14 1 STONE 8wX12w WATER PEBBLE NTERIOR POOLS 4!X12,,X24! CUT STONE CAP COLOR TO BE APPROVED BY ARCH CT uTONE VENEER WX24.* V MASS DECX>MPOSED GRANITE 4! CUT STONE HEADER 4!X12"X24* STONE COLOR TO BE APPROVED BY -,GUN BASE TO FORM BOTTOM 111110000001 OF POOL OR EOUAL MAW EMIR-- 111112ffir�- CONcnr,- i FOOTING . - ii iii�-=�' 1,711 i � 1111 ` lr!lllt Ellill�"" � :i• ,• r - • ,®.rrr .®�.r REVISIONS WO. DATE 0 g LLJ Q LLJ LLM LAWJ WATT FEATUfE NOTES 1. Contractor $heU furnih complete shop ck'awirge for fvunta7m structure, Ph►A, •,�•/•• electrical, and mechanical for eby architect 2 Contractor responsible for sxuring: all named permits. 3. Water feature egUpmerrt and controls see project s�edficalion9, provide 2-2W watt Wider water Ights. •� A AN stone veneer sne►b match buUW4 Southland stye, uSA. color "r-rvat►' spprcvea by architect. � J 5. Al cultured stone veneer shah match builcMg 'Eldorado Storms' -Dry stack ledge stone cdor 'Werth iierit�ge'. �. precast cap block shah matcha�tair� -pproved by the ara�tect Ly• 7. 4'x121'44" Stone cap - ccl()r to b* approved by the ard�itect. stone shall be thin set with no grout joints lay end to Incl. & 8c�aturbe approved byo�� verse shall be saxloat� srContractor shaN provide satnpfe and modctp of act" send blaat�d text. WATER FEATURE SHELL CONSTRUCTED OUT OF: CONCRETE GUNITE, PLASTER AND TLE SHALL BE WATER MHT AND DEED TO WATER ISSUE DATE 4.21-01 SEEPAGE. PRO}. NO. XXXX D-RG SCALEAS NOTED The Acacia group `°'�° �s�ICA�c SHE ET 18943 3881 North First Avenue JQHId R. Tucson, Arizona 85719 HUCKO (520) 407-8071 Fax: (520) 407-9073 4' -no 1P EL�IATION / SIB VIEW 1/ 3" APPROXIMATE T-----Ao4BATTER LIVE 4' TOP VEIN 4' 4' rk • •' M . Q. 0 VIEW BATTER & - - - CAP an MATCH B NrlieuAui 4 (2)A C4MUM *+ "M 4 BAR SOM .•.., . rIE 1�111111401UT .� �;.. h BOTH SIDES STONE VENEER 51-8# #4REBAR 32' OaCs S*XWXW CWJ WALL 4 w + 24! MIN. OVERLAP . • '';... F9NISH GRADE 8 d •�• j� • , ,..•.• T CONCRETE ' FOOTNQ 1@ 42) '*MUOUS 0-957. WK COMPACTED SUBGRADE 3# dr, typ, 24# NOTES UBW COLOR SAMPLE FOR APPROVAL PRIOR TO MTALLATM. EXPANSM JTS AT W O.C. HOF�ONTAL JT. F�FORCEAA�IT � 12° O.C. i4 FEAR. 4!XlrX24! STONE CAP (6) iF4 HEBAR SOLID QRWT ALL CEt.l.B E:ii:11111 rONE cULTLNW VEMER 86 MMR (TYP) 80)WX160 CMU STRUCTURE ZC L4K OVERLAP (6) N4 LEG DOWELS 12* O.C. FINISH GRADE 4!4 REBAR EACH WAY • 18* O.C. CONCRE""M F001ING 2800 pal WYa C04PACTED SUBGRADE -rioFt..ONr NFC*ICBAENT W O.-C. STANDARD DUROWALL OR E0JAL -ta•tr0,0-6 6Wcup -aWXW CMU 24! ate. OVERLAP CC*X3WM FOOTING ,/---(3) Ito CONTINUOUS L4--- M--- up ^ti ..... 47121 CAP STOW CULTURED 8TOPE VEPEMEWNWNML- WXrXIV CMU STRUCTURE NATER FEATURE 5ECTION 02520 PART I GENERAL 1,01 WORK INCLUDED A> Prcwlde, and install plumbing and electrical equipment required to achieve design sfPeGtg herein doscribed. B. Provide and install wall, stone tile, 9vn1te, and other materials as detailed. G. Work provided 129 other trade: I. Wader for they aonstruction and filling of they fountain and/or water future and potable water to equipment area. 2. Electrical service to equipment area 1.02QuA,t,.irr ASSUfRANce AID Contract work of this action only to a subcontractor who has been engaged in the constructton of fountains and/or water futures for a period of not less than 5 years prior to the stet of this work. Be Comply with all applicable Codes and regulations. Comply with requirements of the Health Department having Jurisdiction and secure all ner.esecq approvals therefrom. G. Provide only U.L. labeled electrical component.s. Provide grounding for all equipment' in accordance with Ibcai building codes and National Electrte, Godes. uired D. Engineered plans, building parmits, and elf r�c�,approvals shall be p;*,ovided by the fountain Contractor. 1.03 SUBMITTALS A. Make submittals in accordance with 5esetion 0I500. Be Submit complete shop drawtnc,s showing all details of pipirig, wiring ands om�aonant installation for oaeh fountain and/or water feature. G. Ac�ompanytng the Shop Drawings, submit two copies of a �ompl�t.� ils� of all materials and egvipment proposed to be furnisMesd and., instaitr�d under this portion of the work, diving manufacturer's narne�, catalognumber, and eafialog cut for each item where applieQble. Da Submit, with xil^QWInC� Drawings, GOnApIPtB I"AUIIG GdIG!llQtltN�g or the fcwntatn water sygtem$. E. Upon cornpletton of this portion of this work, and as a condition of its acceptance, submit to the Owner's Reprasentative and the Owner one 60p9 eaeh of oporating and maintenance manuals covering each operation syatam Installed and oaeh maintainable material involved in the work. Include lists and sourca� for all eornpenents, requiring periodic replacement and the operating saqusneo of system start-up and system phut -down. Post written operating Instructions in they equipment room, 1.04 6UA'' NTEE R. 6ucrontee in accordcnce with 5ec#tion 01100. Be, Provide manufacturer's standard one gear warranty, signed by both the manufacturer and installer agreeing to repair or replace cmy part, component or assembly whioh is found t4 be defective eke to workmanship or material for the one year period of the warranty, beginning from the date the fountain and/or water feature is permanently f►itad with wat.er. PART a PRODUCTS 2.01 MATERIALS Ae EuniteMinirrwm standards Khali b� S.5 mix and Khali attain a minimum 2P� day compression corez of 3,000 pit. : (. Gement: ASTM GI50, Type i or Type 111 540 Ibs. 2. �++ggr'egcate:3/8", 500- lbs. 5. Fiyash=150 lbs. 4. 5and=A5TM washed concrete eared, 2,100 Ibs. Par�Vntcaaa Passlr�sa 51eve 5i� q5 - 10095 # 4 80 - 100% # 8 50 - 85Y # 16 25 - 60% # 30 10 - 3056 50 2-- 1096 #I00 O - 5% 0200 5. Liquid Add Mixture: 341 oz. B. Tile Materials: I. Stone Tfie:,4pFaroved by Architect. 2, Latex Portland Gemertti mortar: factory seiccted Portland cement and latex additives, Aids! A IIb.4. 3. Organic adhesive: ANSI A 136.1, mofstura resistant. 2.02EQUIPMENT A. Contractor shall select all msahanicaVelectriaal equipment, subject to approval 4 the Owner's Representative, for complete, operating fountain systems having the water effects specified. All components shall ba of first qual% by a major manufacturer and selected for lasting, low maintenance performance. 8. Equipment shall include but not be limited to the following: i. Filter Pump=turnover a!1 water in feature every etgp►t hour, seif-priming, with integral suction 9trafner. 2. Water Fcature Pump: 3. F(Iter:Gartridga filter 3. Time clock, valves, water feature fitting, flow meters, piping and gauges. 4. Underwater lighting equipment Including photo Dell on/time clock off ' 5. Front access type skimmer, vaGuvm fittings and anti -vortex p latex = e" anti -vortex, Isafl�ty main drairt9 with I�aP catcher baskets, non -loop tops, and ib" retriever attachments. 6. Water level control devices. 1. Drain outlets.. bo Chlorinator: q. Automatic filler valve: G. Electrical: 250 watt {fights with brass conduit and rasa jumctlon boxes Installed per manufacturer's instructions. Contractor is responsible for ail electrical hook up of water features equlpmoni. The water feature shall bey bonded to meet the 6b0 Notion ai electrical Code. 2.03 MISCELLANEOUS MATERIALS A. Provide specially tool kit.s and chemical teat kits necessary for maintenance of equipment. B. Provide 6 months supply of water treatment chemicals for teach fountains. PART 3 EXECUTION 3.01 LAYOUT A. Contractor shall layout the work and receive Owner's ftpregentative prior to any excavation. Contractor shall establish and maintain necessary grade stakes. 3.02 EXCAVATION H. tattp"ry wih.'n atiti tiryE.C4 -6,sr:#v uwl rc.4 sso,�4a�tons. Be crornp! y with all applicable local, stata, and federal requirements regarding materials, methods of work, and dispogat of excess and wastie mdteeita'is. Co. Additional material due to over exeavation or ovarbrsak and disposal of excess materfai 5hdtl be they responsibility of the Contractor at no extra cost to the Owner. 3.05 FOUNTAIN STRUCTURE A. f�ouniain structure - GMU masonry. B. Provide all raaulred sleeves, piping and el8ctrtcaf wtring to fovntain. Provide water slaps at all gtructura penetrations Co. Set precast concrate component, according to Section 03400. D. del Reinforcement. *4 deformed stool in bond beams Khali be A615ibA grade and lapped, pigeed, supportod, and fastened aaeardtng to the Manual et 5tcmdard Pra�tit� Per betai( ac�.rate Structures and they ildt Gods Rcsc�„�irement� fob infer ed Gon�rete E. ftnite: .Thickness shall be b" In each radius, 4" In floors and walls and as required to creates required substructure 2.Transport of Sunite to fob site shall not axaesd 1.5 hours or 250 revolutions of the ready mix truck. If water is added at the job site, the drum shall be rotated a minimum of 30 additional revoluttons. The readj mix plant shall certify the materials for weight, wafer content, and mixing time. 3.Gure gunita with wader without damages to surface. Contractor *halt keep gvnita surface moist for a minimum of three times a day for a period of not less than seven days. 3.04EQUIPMENT IN5TAI..LA710N F. Install all specified equipment in strut accordance with the approved Shop Drawings and the mcnuPacturar's recommended methods of installation, making all required hook-ups and firmly anchoring alt components for long life under hard use. Provide id6nttPying tags or labels on all valves and operational equipmint. 6. All plumbing shall ba field tested, scohsdule 50 PYG Type I!, all pipe Thal{ be dean and permanently marked with then�anufacturer's names, PVC 2116, nominal size, and NSF approval. Fluid tests ahuii hoid'a psi of 50 for twelve hour. Pipe shall bee filled wc+fsr prior to' backfiiitng. 3.051NSPEGTION AND ADJUSTMENT Put ail items of equipment through at least three complete cycles of operation and verify that all equipment is properly installed and properly operating. Make aft adjustments necesmary to ensure continued proper operation. 3.06 fi15TRUGTIONS A. Upon completion of the installation and adjustment, demonstrate to the Owner's maintenance personnel the operation and maintenance of the equipmon�arrd the contents of the ragvired maintenance and operating mcmval. B. Gor►traetor sha!l provide two additional tnstruetion sessions with Owner's personnel as requtrsd by the Owner at no additional cost, if, sessions are required within the wcrrant.q period. Co. 'ern over to the Owner all specified materials which Maus not been "build Into" the. work (tool kits, GI't0M1GA{5, ete) 3.01 INITIAL YaATER 5ALA14GE At the time of Instructing and demonstrating to the Dwnor's maintenances personnel, chlorinate, and balance the PH content of the water. 5.08GL.EAN UP The Acacia Groin Gontraator shall weekly clean up all construction debris from weeks word. Remove from site all o , r,�, -and.�u�ment. F��pair damage rasvlting from fountain and/or wQter 3�6i North First Avenue featura installation operations. END OF SECTION (520) 407-9071 Fax: (520) 407-9073 14.�j REVISIONS Noe DATE Q Imam LLJ C) LjLj Q LLJ LJ.. tt.1 LU LLJ LLJ �a LLJ U L) Q ISSUE one 441-ml PR01. Na. xXXc DRG. SCALE NOTE SHEET 18943 '' JOHN R. HUCIGO 4-11� 51TE 67RADINO AND 501*LPREPARATION D. So(I preparation for finish grades hand -raked areas: {. Apply cromtact herbicide to ali b*rmuda gross and or weeds in area to be hand 5ECTION 02CI20 ram. 2. After gross and wed kill is achieved remove a)I weacCs,.grass, stones, rocks, and PART I 6ENEiZAL other debris whiles finish grading with hand rakes. All stoney and racks Khali. be removed over 1/2 inch in size in any dtrtcticxo. 1.01 WORK INCLUDED A. 5011 preparation for planting pits, and turf area. 3• Apply pry -emergent to all hand raked areas.. E. finish grading include all unpaved creCIS as shown on the drawings: B. Finish grading to the Imes and grades shown on the plans. G. Finish hand raking of all aromas d6stgnat&d an the plans. I. Eliminate rough and low areas, ensure positive drainage. 2. Remove aoneg, roatc and other foreign material while finish grading. remove from site, dispose of legally. All stones and rocs shall be removed over 1/2 inch 1.02 SUBMITTALS A. Submittals shall be made in accordance with section 1500. in size in any dlrectlon. 3. Finish grade tolsroncoe plus or minus 0.02 feet. B. Submit to the Owner's Representative, they Cupp{let's product data and urprtcad matiirla) invoices on the following: fertilizer, svlfur, and mulch. F. Application of herbicides: f, �pIy GOl1tAGt i1GY'bfGlf.�e`3, aocordtng to manufacturer's ir�truction, to weedy prior G. Submit imported topsoil mix analysts to Owner's Representative for approvesl the to podding. Contractor Is responsible for damage to existing plant aterials. If damage occurs, will be replaced with some species and sizes Jo the prior to delivery of soil to rites. plants satisfaction of the owner's Re"santative at no cost to the Owner. 1.05 PROJECT GOPdD1Tl4N5 END OF SECTION A. Comply with all local regulations imposed for the control of dust. B. Protect existing items designated to remain. Make repairs irnmediatsly, subj"t to Ownesr's approval. PART a PRonu0r9 2.01 IMPORTED TOPSCJIL MIX A. Imported topsoil shall be a friable loam, Fri of objectionable materials root, woad seeds, and toxins harmful to plant growth. Topsoil shall contain not more than 20% fines passing through a 0200 mesh slave. i. Amendment Top Dressing Mix for renovated surf area and Imported Topsoil Mix shall be. promIxed prior to delivery tosite at an approved source. 2. Amendment Top Dressing Mix (T;)rf Area) ghatl include they following. Topsotl = 5096 Sand =50% Ammonium Suifato =(21-0-0) 2 ibs/GY Soil 5utfiur=3 Ibe/GY Ammonium Phosphate:(16-20-0) 2 tba/GY magnesium Sulfate:l Ounce/GY 5.1mported Topeott Mix (Planting Pits) shall incoluda the following: siitsao- Glay: 15-209G 5and:30-6096 Organic Materfai5:5% min. (may rya amended) Ammonium 5ulfate:(21-0-0) 2 Ibs/GY Solt 5ulfur:3 IbsIGY Ammonium Phosphate:(16-20-0) 4*2 Ibs/GY Magnesium Sulfate: i Ounce/GY 1. 5t2e grading r&quirements: Neva Sias erce ni as i c� 318" (0096 No. 40 35-609�> 2. analysis: PH -. 6.5 to 80.0 Total soluble salts not to exceed 1000 ppm. Legg than IOAS in exchangeable sodium. Plasticity index (A%A5HTO Tq0) 5 to 20. B. Furnish a written soil analysis prepared bij an accredited soil analyst for sources of topsoil mix proposed Pot uso. The poll analysis shall indicatethe pH, total soluble salts, plostioltq index, size gradation, and organic content. � 2.02 501E AMENVNENTS A. Mulch: composted ground or shredded fir or pine bark or shavings. Maximum pH � 7.5, 85 percent Shall pass s one.: -quarter inch screen. it shall be hygroscopic or corc�aln a witting ageni. N(troge;n StAbII1ZGG�, minimum of 0.5 percent n(trogen. � 8. PertiUzor: i. Tress and shrubs: Rgrtf�orm tair.)letg, 20-10-5, installed according to manufacturer's instructions, 2. Turf: guaranteed analysis 16-20-04 supplied In pellet form, of recent manufacture. G. Soil Sulfur: granular or palled c�grtcv(turat grade, QO% sulfur, (09� inert ingredients. D. Sand: Clean, washed reject sand, frees of toxic materials. tOD�i by weight and shall pass a to mash staves and 10% shall pays a ib mesh sieve. 2.03 HERBICIDE A. Pre-omargent= 5vrflan B. Contact herbicide: Round -up. PART 3 EXECUTION j 3.01 PREPARATION A. Scl�odvle� all work #.o mtr�4m4ze 4ntA.��aser�e �lth other grades and the public. 3.02 501E PREPARATION. A. Perform soil preparation only when soil conditions are not saturated. B. Soil preparation for turf areas., I. Excavate anc� remove lollofmaterial from the entire gross area. Rip entire turf arsa to a depth of 8 inches in two perpondicular diroctions. Level out all depressions and high spots to eroao smooth eubgrads. Remove all stones, root, and other delatierious material over I/211 in diameter with power rake or other suitable. moans. Remove all stones, roots, and other doistariova material from site and I690119 dispose of. 2. spread Imported Amendment Tap Dressing Mix ovenly to a depth o� � �ncM�s. The soil Shall be r8work�d and smoothed to the roquired grades and contours � drag floats ,thin rolled to two directions at right ar�las with a wader 1x�flast �oast 250 pounds. pegrea of �.ompaation of all Amendment Top wotc,hing at pressing mix for renovated turf area shall be 65%. Anyresulting Irr laritles in the grades after they Initial roiling Khali be raked, gut or filled with additional Amendment TopAressing Mix reworked and rerol{ed until the grade is free from lump, depressions and irregularities. 5. Upon completing finish grading, no hoavy objects shalt b� taken over the turf renovation area at any time. The final finfsh grade shall be uniform and set to the grades as indicated on the grace Makes got to the turf renovation area as Shown on the plans and spOclfied. Finish Grade of Amendment Top Dressing Mix shall be approved by the Owner's Representative prior to they application of Sod. Turf renovation area shall bc filled as neadad or have surplus soil removed to attain the finished grades daatrad. Drainage patterns shall bes m01nt01n"1 as indtaatad on the drawings. Turf aromas compacted by construction operations shall be oompletesly pulverized by tillage. Soil used for repair of erosion or grades dsfieieneios shall conform to Amendmsnt To Dressing Mix raquirome�nta. Finiahed grade shall be i inch below, the radjoinin grade to receive god. Now surfacers Shall be blended to extsiing arm. Turf areas Khali be compacted to a 85k'► maximum. Finish graded areas shall be protected from damage by vehi"lar or pedestrian traffic and erosion. c. Soil preparation for planting pit.: Imported Topsoil Mix for (plonting mix for all pianttng pits shall cor►9tat of the fI Jlowtng, per cubic yord.. Site soil: 2/3 GU. yd. Mulch: 1/3 cu, yci. the Agrtform tabloto 05 specl�ted by rna�wPacturer. can be promixed p+�ior to delivery to tho situ•Planting mix 2. Thoroughly mix all materials to achieve uniform, well pulverized soil mix free of sticks, stones, and other foreign matariai. Distributes approved site soil or imported topsoil mix uniformly to Indicated depth. Level to eliminate depressions and compact ltghtCy. Dlometer Pressure Treated ; 'rein, Lodge Pole mine Tree Stake, 2 a, Galvanized/ire Inside 3/4" dies, lexible Rubber hose @ 6 # pia, circle, "ta le wire to each stake, <8 wires/treeX r inish Grade Decomposed Granite if applicable, Rootball Planting Pit Size= 15Ga1-36.0that 24# Box - 48,7 that 36# Box - 60# dies. 48# Box - 7 " dia, Depth of p1t to be depth of rootbalt, Backfill Mix per cubic yards Two Farts Site Soil Subgrade One Part Drcganic Mute► 3 lbs, Sulfur 20- 10-5 Agr1form Tablets per manuf acturer"s recommendations, ONe A N n, bber i ncg* Q A* dia, rank Galvt Wire, Stopple to Stake, 2" allot Tree Stake DETAIL PLAN OF HOSE AND WIRE NOTE See Specif(cations for appUcatlon of FeRRDMEC AC Liquid Iron to all trees, Plant pit to be to the depth of the rootball, -typical. SINGLE TRUNK TREE PLANTING 1 NTS 0, �► „ .. *► lot* 0 �.i / Ad ,,.rya ` � �•► � • 1 # '" � i• ♦ • '�' ♦►. �. j aww�rrr�r jj �rlr`awr *am 10 # i ■ ,. r ,- i • S • i ♦ • NTS Wt .'RW: '♦ ti y 7�_,�Finish Grade planting pit SIze: 5 Gat Backf HI Mix per Two c- r '..�.�.MuLch '....... ,1...... rr.rr�.+w nlcw One • r • nse •nuf r .. • See Specif lcoLtlons f or appticotion _ • • • • oLtl shrubso of r t� pit to be to depth f f the rootas r • Eq, tu Ell"] 0 E q rE } Eq, � Spacing front adjacent walk, wall or curb squat 0 to triangle spacing between plants. AWL ...�_..--.---.- Triangutar plant spacing. Decomposed GraMite if applicable (See Planting Plan) Soil Bed Backfilt Mix per cu.yd, Two Parts Site Solt One Part Llrganic Muth 3 lbs. Sulfur 20-10-5 AgrlforM Tablets per Manufacturers recommendations, Subgrade NOTE, See Specif icati Q� ff or or outndcovero pies t RDpacinMEC gC Liquid Iron to ail groundcover. See Planting Pl 9 GROUNDCOVER PLANTING Concrete Sidewalk or Curb Decomposecl Granite Re e f r to p(anting Pton i 1 , 0 Reveat max, See Planting Lan f or cleptht Compacted r am ftL CONCRETE MOW STRI Turf 4**XI2#X24# Cut stone (stone color apP r vet b architect hite hi tay end to end no grout joints)# 0 radius (typ.) Decomposed Granite Refer to Planting Plan- Poureol-in-Ptace 2500 psiConcrete Mow Strip with Smooth Finish# Min, Compacted Subgraole NTS .�----Sod Turf • • _ . • ....... �:. •=;�r �--- Finish Grade . .. ... ,» ,ra 1 •Aa •O•t1L :3s+r •�li., yaw•.y ♦,♦.. .., 11•. .'w ••� �..! • ; • ..;�.° ••� :. r••h •ti �•.t • • �•.• Be`ow PALved serf aces • N1• • yes •••,,•t• iy�x:• ••,•+.' �'• •� a,,;`. � '$.�•�:• •••9 • •• • 1 ♦i •t1.r..•L• •4 •'t d• : •y • �'t•�'�••i*�•h� p .••••••t Yr• ` j \ 4t ,•y :• r .'•• .�Z ..••�w•a az•. • 1 • ••l •?•. M,•�.+� �•_•• �• ♦rti aj� �•ib•♦ �,s•♦ _•� ~�r♦•�l !f •..t r•�t •w'�• •P,.. tq �. •+•+•'t•• l•' e•yt• • • •• • t ,. •,b• •s•t• • •+• ••8 s...;. , ..y. . �. •. . , ti d •,�� +� •�+� Topsoil amendment blend ..�.. 1 `... a ;. t . • # ;•s . •: - depth ofConpac Ved To ? :',a• 4 : • • • •• ,� , y♦.. ♦`.�� .> aa.' * •w• i ••° ♦• •ow` :M •�, •• •• •`•' 0. h c c ,: .... tiff ... • ��� , t $;.. . .� •� ....�•�•�"; ,>r sr•'; •4• ., , .® •g'• ..•� ti. ..Y�'` '►• • `�r `•'� mix, Rate cal Turf areasreas • t \ t•• i• \•• N N•1 , • , ♦'1+ : ••> w •y♦�. Mr• •. •.•l �A•i • • 1 . N �i • ~ •'• i•••t%�_ :•• ''•,• 't.• : .r • • i,.•,° •+ 1a •tti •43+•".• • `!• �• •,? ,• ., A •NM IN 1 ' •• • P •r,�• yV bt©d mix.xde to soi;!a eyme i �a..l + : • 1 e �' •� ;•�i .•A, ti r• t t. ':.+. .• •®.w �•:,e `I t\ •p � p•. i•:'1•. p•♦• 0 ~ y'`•• j.� �•S 9 ♦ 414 Zq•►4 . •,�► •,1 •• ♦ w1 • as •i '1� • *il i •t •+' •. ••" '"• • .s • 1•V• •t♦ �S.►�i� s i i t ri •4 �tM• N X. x oe & �f^ C'tUrG`4i th of � , �. 8 d e p / ub rate .�''� %� D�sced S g 0 ,01 Subgrade TURF / TOPSOIL SECTION 7 NTS . The cactta Group .� ;'CA � 18943 3881 North First Avenue ,JOHN R. Tucson, Arizona 86719 Hu o Ar� O Fax: (520) 407-9073 REVISIONS NO* DATE LU z W V LLJ DC O Q m � � W t¢ Q V V ISSUE DATE PROI NO,*. X%fOC DRG SCAlEAB N0T667 SHEET troller to tt as per Mount con wa /r. #♦!.•,64o% .fr...#1 .rl..4Y.r•###..e...r.r r..4.. manufac Yurp a r`5 p R u !/�0 1 ♦.r.,.rrw#�.r..�..f1•e�\# •{.f..#�.#•�.'r.rfei�fwpr ...4#.i►.... •..#•. •.l.i�s1.+i1.�,�• i,�.r• .#r.r#I..• •.r.e#r, # • .. •.r../rrsl .too...•... 44.444011•4#It.f#f44.f tar s ..#'Post ••fftf•##, of aitr./#..f.11/.•..1 ..,+'Pratte•#wr Controttei i/ti. ...l.t{,.Y#r.. .. •.Yf'P r... off ,.\4.4#. 4r...ts.•ar.a•.+.r. • • • •#ts'04604 (\/ /yam A�\j (/\�(1�j (r�r .14f1..1.. Y.r.l,.# .4.,. 1 F � �qMI �r rination Pl �iti. • ' 11f•1st •..f •i1..#.# 4...f, #r.f.4.... •.. .. t. a .offs♦+ ..r•..f#r a.r.f. !♦#. •. off ies + 4..f040064.r0#44.4604 rat•.,y ...f.#1.0%f t.....10 •t.r4.. A JO Box Ctyp' ....if f............. t.i.. sell ,i/�)` jy/r1r'` jj{�L((/(/�� Rig;id Galvanized .... ...4f..ff ••.. r. •f.6• 4t �Y V�►Ir/' •- �r e57 Il rf l.... 4004..4414 .'Pt........fr..•tr • too$a •4f##.......f... rf.. a.l Y. Sleet Condui .... ....,......, 1... •.r ., .111.. f9.•94090404 /.. .t / •.r.••.of44..4.#../ •• •.►. 1• •..oft .ra•r1...4f1..t.f•IN 4 111 1-04toft,f• #.•• ..• •.#/4# ........, 4...a.904,,•1...f . • •1.*to f. #.###.►. t its..f..f 1.1 ... s• ..#►wit.#. ,f 4R•ff {.. t.R #if..11•..«R. .1. .. ,i fa....► Valve �y� i Rigid��� . tf. 1.1{.../#..,/1. ►#f Itrf •..4fff.. i• \ f al`je Wires in Steel s..r..It......t.f1t 41 r..► ### st 1. rf t.•.• V v #.►. ►. 1.#61•...i't/ 14.4.114 f ,r..♦e.#•1• Conduit 1� /� ! , /I�, Conduit .......f •4 •t..►../..f.1ra• .# .##,..P...• r _,r#1 nd` ii o etr' ■r si b 1rade1 . 1.!•.f ##as,,t•►Y.... #• #..♦..#'P.• j�llfl`, o iV'/, �•/ VVXiii FFA��\��`OIIII/� .'P • ►. f • • 1 ...1�1r�, . , ..ii i e•{ i �••i M �* � i4a ....... ,.4....... size shalt be suff icient to provide or .. #. 4Y/ . . • 4i?Y'ri•±'i' ...#'Poll• •..r. •.r.i #.•a.......f.t...•It/..•4tr/�.'P•'so • ..••..r cabins #.444641 0 .•.I.ffi.....4r1•.lr.f. • ..••.tsood► {w� into o ii�ii.it.i•ii#4+•iti #0 is# 04## ii4 iiaaiii irr aLL common and valve wires n / of, of i4 f...##.#/.#4.r##. #.##.441#1 •.11. f1. •..f .••. #ff1. A.•.4•.•.44..♦.1 f•If/..f.1 ,.#a e.. •f ./f.r#rft1.1•..r•#. •. i1..s....1r •• 416 #1 •.•#. 1#....4..t..,.{j•.{• .f..#•/►.,4«..t•f•....1.44.•..,4.f.•../.t4..,t4.f.t.•.,r•fr.r•4"./t#.1•.•...►1.4a#..1►./.1f{ft,.►.1#....1r.,....14.t,..{.4r..1. ....r.f...sr..a.•..i,..f......1#.,. .,f..t/.. ..Of raoff""*..... .t+4.•.....f 'P.•♦+.•..•1a Ie Y an t.soft ►.. Extend .VnrM�yA �M 2 in5-talt bushing a.- conduit end C-�yp .• fft4tlatfat{�.e..ir...tt.iaR#.,s .,.ff,a.♦1.e 1 1 • "! i �~ .��r• #4a�►r: ���y#•« jd j�• #i4• i°' +#1 �+�►r•••�f.•i 1* 0 ---Finish Grade F Direct Burial Wire to Remote Control, Valves$ NQ 1 ESs All wirin to be installed as per City Code# g for location and owed~ source, Refer to Architectural & Electrical Plans p WALLomMOUNTED l NTS Excavated Cover Material (See Notes) «�.. Finish Grade cv �, `••'�• Tracer Wire set on top act of bedding, See Notes$ � "• ICU Lateral (12" rein. coverage, 1b" Min, coverage below pedestrian watks)1 Valve Wiring Irrigation or Drinking Fountain Mainline Bedding Material (See Notes) NOTES, ! t ecif iati All ma in att i with r�anufa rer s p 1 All electrical, wiren i n v tv splices t be installed within. . valve box and jade with Pen -tile waterproof connectors, or approved e uat Bundte and tope wiring at 10' intervals. wires to be fnstatled within i tintrench wherever possibtel Valve "' Bedding material shall be �. 4" minushalt be 3 below lowest pipe or wire and 3" above highest pipe or wire within tr n hl Excavated cover material shall be freeolebris anel mocks 1/21 or Install Tracer Wire in all mainline trenches including qui oupter tines. (See SpeeifIcations,)/ TRENCHING DETAIL loomd""I- pill NTS Galvanized Street Ett ( y r) Guardshack- Back tow Enclosure or approved equal (InstaIiii as per Manuf acturer's lf i i n, Febco 825Y Reduced Pressure DackfLow Prevention Assembly or approved equal. Galvanized #anion (typo each side), Galvanized Street Ell (typr) ' to(t nth as --Galvanized Nipp y g q -- Wilkins YSBR- 200 "Y" Strainer w/ 100 Mesh E Screen Nose Bib, roved equal, � r c1..1 Finish Grade A�i7 rtl_• ;Mid # •Si �41 �•111 * • d.• �y•4.•� ##t• 'r ,• y,.z • ,�•;,' ..:.;,r.,i .. ��+� .�x • •�# _ . •� ` �4. , oncre- e Stab F' ur i to accommodate iR p alter Srt • t. i►M s • �1 "ti fl . #• • 1 #rat` ' !7 s• $gi ! }}] through y[►_ f' • • M.4 f•��re••'�4 s ; .4.•.• .#•a ,y(►yY••• : r i. �: i, itc •� security bxi Prot pipe fPhrou h •Ar;• •'1%.e ii.A ••f ; ••"/'*/i.+A trT.�.•,#.:Yi * •A'' + :r. .•♦. • all �h1�y'+ •� �• ._ •• i1 •. ,y #ff N y * stab with Sch 4o PVC sized o accommodate mainti Min, 5% Compacted Subgrade ri B . ter M i tin . . PVCPotable Wa, Ettl Galvanized Mainline f rom Water Source/ NOTES# Apply Recto Seat #5 or Teflon Tape to all pipe joints thread connections, or approved equal, and mainlinepiping to sane density as undistdrbed soil, Compact soil around , .. Refer to specifications for piping material. R P Supply keyed padlock, Master lock Model #957 w/ two keys, or approved equal, for Locking security enclosures REDt.10ED PRESSURE BACKFLOW NTS Finish Grade Plastic Valve Box Compacted Subgrade Operating Nut/ 6' PVC Pipe Extension. Manual Cate Valve# Irrigation Mainline NOTES, Apply Recto Seat #5 or Teflon Tape to all pipe joints & thread connections, or approved equal, d soil. soil around piping and valve box to same density as undisturbe C�ortpact i� p 9 Reefer to specifications ications for piping materials MANUAL GATE ' NTS r ����� i�������f.Al i /,I% Mi11MMM�:ar>►•rrr:a►rly+��.#c...w � a�l/� ABM ' r �• �rw+.r.. v r r a'.. . f � � � � • �• IAr.Af.� � ire `111Mr II.MMAA.����� A•w•wr MWOI"woomma•rMr�M1.t NOW r.... llW"W�`sit* ,."W"IF 1 Ixf �Wftftr rw•,�Ml.�t f ff � fl Ni, ��� w/M•1� � � IN wry I..Y.rM I.r.e•14.. ./fr.AMmll wn.wl"rrrrrll#IM nows aw r11�A.1+ ■yia kTin *iwM�r .AIwYP.I./1. tM Mi A M�IrM�Y1.4• M n M M M� .. .1....wr � � .r.•.rAr WWAOMOOM r.+1r•..•! I.wAAnNI+.�r...,.�......�...:.R,.... �►�1„*"'"".r,�.+i11w.:a..�ilwllalr�wi _...»� __ — MI[X" i� ,"1��t:�iw.::r.ii�lkri.w�....kisxr►:pp" . \�r.w•1 rrr.t.w •.Arwr.r wwr.r.r�." •�"""rr�t����� A ... rr.nl../ a�vwvwoomm 11111MONSOON m000mown Sodom �► i .. �. A M IF k I Mel 111 :4 a 1 IM70-4 low Nvml PAW! &A ljiggles omwommsmanow" .. AMNON NWAMMM loops UK" sarane>rrrt� it '` • ~' i w NOW ftw 1101010100" �� go M w.wrr« * Mews=" oomomoom wowelow E r--rrll�«r/i .�awAn .rl.•rew+lr �rY�i�M,.. sty` %onomo rM �r��Iiti.� ,.a.M,,... M1tlIl .A4N...LMI :: i�IK�I�'*�Y1M� �X�■"'.,, ■ ■ �M.,.r.aa ��r�rrr[l�µ: i1M.r.""'. .i r "@woo" gill l�Ir.MMMr /rrintMrr ilill*"W� goomwom awrr MrMil+.• y.r..�w�...����E��� �._'�������",,,,� ►� ,.;- , • f:J t r Mastic Valve Box 'finish Grade 3/40 Pressure Regulator, Sch 40 PVC Nipp Le (typ,)o ..ength as required, Sch 40 PVC SxT Street ELL (typo), Sch 40 PVC Nipple. Brick as necessary (4 min+)o 3/44 Gravet Sump 12" depth, Compacted Subgrade. 3/4" Polyethylene Drip Tubing, Sch 40 PVC SxSxS Tee. Sch 40 PVC Street EEL (typl)1 PVC Lateral) NOTES, ' manufacturer's recommendations for the Apply proper pipe sealer material per pipe e material used at all pipe joints & thread convections$ n Compact soil around piping and valve box to sane density as undisturbed soils 7 PRESSURE REGULATOR NTS 'inish Grade spray Head refer to Irrigation Plan) Triple Swing Joint Sch 40 PVC Tee PVC Lateral) Compacted Subgrade NOTESse Compactsoil around sprinkler assembly to' sable density as undisturbed soil. Refer to specifications for piping materials SPRAY HEAD NTS TRFF �i%A% %, %A 1e Et�itterI 3/4" Polyethylene Drip Tubing, Emitter Distribution Tubing Location (typo), Tree Trunk, Tree Canopy (Plan View)/ Vinyl Distribution Tubing, j:,miT /" Polyethylene Drip Tubin Vinyl Distribution Tubing, Emitter Tubing Location (typ'). Shrub or Groundcover Centers Dist, Tubing to other Plants, (typo) NOTESSHRUB OR'GROUNDCOVER Ref er toIrrigation Keyo Max,EMITTER PLACEMENT NTS Finish Grade .ram ,� .. •►. ,�,. � � s -: -- _: �= _..--.. � _ _.ram.::_: _ - .� ,1,"!M ; �, # � ■ _- • �' . � � f • ... mom ommatim M INAWN "" •! w ~ems-.... j fit ,.e�wtrlr� rs 'i r i K ti i t i i i ■ 21"Kil • I LM Lrm N N LW 4 Iff"ifinis Grade arson Industries6 " Emitter Pit iodet #510-12, w/ continuous lip, )r approved equals -lose End Self Flush Cap, Sch 40 PVC nipple, Sch 40 PVC SxS Street Ell/ Brick (2 required rain,). Compacted Subgrades 3/40 Gravel Sump 2 12# depth! Sort 40 PVC Nipple, Sch 40 PVC Slip Couplingo 3/4,0 Polyethylene Drip Tubing, NOTES,, piping and valve box to sable density as undisturbed soil. Compact soil around Refer to specifications for piping r►ateriat, HOSE END FLUSH CAP actia Gro�cNTS T jZ� A cP 3881 North First Avenue i Tucson, Arizona 85719 � (520) 407-e071 Fax: (520) 407-9073 CA T-r 14943► JOHN Rt. RE'VISIC>NS NU DATE W Z W U c� I-- W � O Q m J V) LU V V KSUE DATE 4-IIl-0l PROL NO. %XW DRG SCALE AB NOT8� ti,� SIDE ET so,* so,* L6 NAli'AN�A N.f. CORNER I SECTION 9 DRlvr FND. G-L.0.�­ B.C. 5 4 NARANJ�A 4 3 � DRIVE 8 9 — .. -_---- 9 10 S CA ff: r I THIS g PROJECT � 0� �, 51CA1E 1 fNpl = 21IX1 fE£i I I I � i - e U ' '� Q tfl4.@Afl[fD 8 9 9 10 MBLANEUNSUBDlVID£D 118* 30' N 21*59 59" E 1408*20EAST , � / � I LOCATION MAP BOOK 40 OF MISCELLANEOUS RECORDS A7 PAGE 234 GRANTS PERMISSION fOR (NOW) LA CHOLLA BLVD. TO SWEEP WES7ERtY AROUND 7HE WASH AREA. BOOR 46 OF BEING A PORTION OF. THE EAST HALF OF MISCELLANEOUS RECORDS AT PAGE 485 1S AN AGREEMENT i0 RfUNQUISH .'ART SEC 77ON 9T , 12-S, R-13-E, G. & SR.M., ZKna j � / �•I OF THE ORIGINAL MCCARIY ROAD IN EXCHANGE FOR THE NEW ROUTE FURTHER WEST. PIMA COUNTY, ARIZONA C� O I i �I CA14ADA HILLS MCCAR7Y ROAD IS SHOWN IN BOOK 2 OF ROAD MAPS AT PAGE J7. BUT No W1D7H SRL, y L07S 1_58 IS GlVE"N (A TOTAL w907H OF 60' IS ASSUMED). 40 UNSUDDIVI ��� c 18 qD1 000 W 20 9 LEGEND R p� �W82 `�'I � S V. T. Sl7E l?SlBILIIY TRIANGLE T T NEW TRASH ENCLOSURE UNSUBDIVIDfD h bB� 5�v m 0 e • e \ � ` ��� � �(� 23 _ � Z � I�I� •�I 2s �o W.Sf. WAJER SURFACE EL, EVAflON — �� ` — EXlS7iNG EDGE OF PAIEAfENT / tom` P/CHIC 126 � %3 5 J4 � OI 15 9 F.F.E. FINISH FLOOR fLEVAAON fXISANC SANl7ARY S£VffR LINE Z SEA 8 AND MANHOLE — — — — — — —' ROADWAY LANE STRIP/NC (PAINT) W SHEET � �,a \ � ;2 � r # � I s ' O REGULAR PARKING SPACE NUMBERS "� �� � 100-YEAR FL000 PRONE OMIT � ■ � � � � � � � ■ MATCH LINE CERTIFICATION �i OVERSIZED PARKING SPACE NUMBERS l HEREBY CERTIFY 774Ar THE CEOMEIRIC DESIGN AND DEIERMINA17ON Z DE7AlL NUMBER HANDICAP PARKING SPACE NUMBERS OF WATER SURFACE ELEVATIONS, AS SNOWl1; WERE COMP 7fD UNDER o� 3 � J 5 SHEET NUMBER MY SUPERVISION. 730*83EAST f9 SEC 77ON 9 'Qj� O VAN HANDICAP PARKING SPACE NUMBERS ' E. 1/4 CORNER �+ �1I 1 BIKE SPACES CUT/F71L SLOPE 0 � VACANT � 'I I'� \\ ' 4&69 48% PROPOSED SPOT GRADE AT GUTTER 2 SHEET NUMBER y `�Wp D. � ( • UNLESS OTHERWISE INDICATED - — c — — Exist. cas uNE WARREN D. 7HOWPMV TM - _ o� = GRADE BREAK REGISTERED PROFfSSIONL ENGINEER �° O� I v, DF,,DRAINAGE FLOW ARROW vENTRANCE l0 NEW BUILDING PE,NUMBER 14854Alu P ; EXISANG POWER POLE W -- NEW WATER MAIN � — S -o-- NEW SEVER WJ1H CLfANIXlT THIS IS TO CERTIFY IHAI 1HE BOUNDARY DATA SHOWN HEREON IS q V NT' �I � SEi/FOUND IRON PIN BASED UPON A SURVEY PERFORMED UNDER MY DIREC77ON AND IS 0 !7oal24 �vl AS INDICATED ON PLANS h IIRNPI - CROP MfJ.RKER CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF,f 2 I � PURIVSE �#4rW SWAllrWAY AND MR#11041FSEWER V*E A THLE77C Al-- 900*00* WEST A BRUCE F. SMALL Cl CURVE DATA REGISTERED LAND SURVEYOR 12122 A - 84*.B7' � � � R.L.S. NUMBER 12122 eau �� as *9 = 692J*039r 700. 00 SR VAASIS OF ELEVATION OWNER �,• C = 796,9JXo CHISELED IN S.W. FACE OF SOUTH HEADWALL Al CASAS ADAGES BAP77ST CWURCH X = S55*18010"W STA. 19+55 ON LA CANADA DRIVE PAVING PLANS. .�;�-3i-W.-1N�--RBAB- /OBO/ N. LA C,#OZZA BLYO. Woo _ - - -RON - - - - ELEVA 77ON IS 2668, J4 7UCSON, ARIZONA 85741-2 PHONE. (520) 297- 72J8 -CI'rES� 8�r66'rS 'S3�F(bdS' �- C��GES CONTACT: "� .r-�,..�"" ,-;�f; r�Pn2V�/S�D �y o� Y�►u-�Y �S Of 1009* SS' WEST Q � UNSUBDIVlDfO SR BASS OF BEARING INDEX TO SHEETS 3 o � � BEARING IS GLO PLAT BEARING OF N 00*02#00* W I CO VER SHEE T RE—ACCEPTED B Y FOUNSUBDIVIDED SEC77ONR f�A�7 LINE 13EE.,OG.�& S.R*M,EAST OF 2 3-10 ft�A IFS SHEET NSHEfTS ziumo 11-13 DETAILS SHEETS APPROVED B Q -r df1 it (oB f/ODEO Rh''Y S/{T. TOWN Of ORO VALLEY DATE R EC ANAGER 3 SITE )VAP/SHEE'T INDEX o � REV/SEA SHEETS On z � DEVELOPMENT PLAN FOR �� � '� CASAS ADDS 6t4P713T C F,I O D� 3 o m � BE/NC A PORTION OF THE EAST HALF OF SECT/ON 9 � Twim 12mw*Ss R—1d—£, G. & SR.M., PIMA COUNM ARIZONA 0 a UNSU17DIVIOED �� OV 12mw*99aww408REf. Co S-Wmmi*89,i�51 Ca 12-8f— 4 � S.f. CORNER oy IZ ' 99'�%Amoos, ' YB�Z c, SEC noro s Co 12s"96Qwf08 f'ND. G. L.0. B. C. e 710 6 DELETED PA YEMfNT, AIVED NEW OVILDINGI __ # 4 & 5 ? P 1298mw47 MARKINGS 9A9 ADD RAMADA 4 r&WT AX 3 TEMP. aWCE MOMUR AC � CELLA 3ARR 40" CA^D""a O"� SCALE.' Ii � 1G0' INOISTINCUISHABLE ��g�, ^p��� �11+ ���� ADD' 11 =:** po 00000moo — .,:::::ii ft 10 179297 N 89'S5:?3" W —� i ASSOCIATES i�n> 1�-+,�� LAMBERT LANE ?,/�9 M YAUEYAfmaTMlEzpMENT.lIAN rttew.weoroaelov r WA A* r0sr0o,=o2rr REV f� fill N0. DATE ffWSION a y cw � v ' z cw 2 si �a i x x 1. THE PROPOSED USE OF THIS PROJECT IS CHURCH (SEC 77ON 18.17.020A1), PLAYGROUND (SEC 77ON 18.1703082), PRI VA 7E SCHOOL'(SEC 77ON 18.17.03002), AND CHILD CARE CENTER (SEC770N 18.09.020N). 2. GROSS AREA OF DEVELOPMENT IS: 85.00 ACRES (CHURCH PROPERTY) 3 BAsls OF BEARING !S ao PLAT BEARING OF N 0002' W FOR 1HE EAST LINE OF 7HE SE 1/4. 4. BASIS OF ELEVA770N IS X' CHISELED IN SW FACE OF SOUTH HEADWALL AT STA, 19+55 ON LA CANADA DRIVE PAUINC PLANS. ELE VA 77ON IS 2668. J4 5. ANY RELOCA 77ON, MODIFICA770N, ETC, OF EXIS77NG U77LI77ES AND/OR PUBLIC IMPROVEMENTS REQUIRED BY 774lS DfIELOPMENT W/LL BE A T NO EXPENSE TO THE PUBLIC. 6., 7H£ WATER COMPANY THAT WILL SERWOE THIS DEVELOPMENT 1S CANADA HILLS WAJERITOWN OF ORO VALLEY WATER COMPANY. 7. ONS17E SANITARY SEWERS, EXCEPT PUBLIC SEWERS WTHIN PUBLIC SEWER EASEMENTS OR RIGHTS-OF-WA'Y WLL BE CONVRUC70, OPERATED AND MAINTAINED ON A PRIVA 7E BASIS. 1)1E LOCA 77ON AND METHOD OF CONNEC7701V TO AN EXISTING PUBLIC SANITARY SEWER- IS SUBJECT TO REVIEW AND APPROVAL BY THE PIMA COUNTY WASTEWATER MANAGEMENT DEPARTMENT AT 774E 11ME OF SUBMITTAL OF PLUMBING OR BUILDING PLANS 8. ANY WA S TWA 7ER DISCHARGED INTO THE PUBLIC SA N1 TA R Y SEWERAGE SYSTEM SHALL MEET THE REQUIREMENTS OF THE INDUSTRIAL WAVE ORDINANCE. (PIMA COUNTY ORDINANCE No. 1991-140, AS AMENDED.) 9. THE PROPOSED NIMBER OF WASTEWATER FIXTURE UNITS FOR THE INDIVIDUAL BUILDINGS ARE: N0. USE FIXTURE UNITS 3Cl. NORTHWEST AUDITORIUM BLOG. 300 J2. SUNDAY SCHOOL CLASS ROOM 283 13. SUNDAY SCHOOL CLASS ROC441 283 93 3 14. CHAPEL +S6 3 YOUTH BUlLO1NG lOZ �6. MODULAR "1" 3 4 /7. MODULAR °J° 0 18. hVDULAR "K" 54 /9. MODULAR "N" 0 {f0. MODULAR °0" 4 ,{ll. A SCHOOL ADMINISTRATION 21 ,{l3. H�BUfI�IlfMl(pl 53 2 (TEMPORARY OFFICE MODULlRS J14. _ D UN 0 {!5. OFFICE MODULAR 0 ,/16. MAINTA/NCE, RESiROGN 74 9 CONCESSION BUILDING 17-25 51i'Z�iin i QV RESTROOM BUILDING 24 Q 2 TOTAL UNITS 3 �j j45 10. ORO VALL ONI l- 11. AREAS AND SPACES DESIGNA 70 FOR REQUIRED PARKING SHALL NOT BE CON VER 70 TO OTHER USES UNLESS !7 CAN BE DEMONSTRATED THA T SUFFICIENT ONSITE PARKING EXISTS, 12 PRIOR TO'THE REQUEST FOR RELEASE OF OCCUPANCY PERMITS, AN ENGINEER MUST CERTIFY AS r0 THE COMPLETION, FORM, LINE AND SUBSrAN77AL CONFORMANCE TO APPROVED PLANS OF ALL PUBLIC AND PRIVATE ROADWAYS., DRAINAGE STRUCTURES AND APPURTENANCES AS SHOWN ON THE DEVELOPMENT PLAN. 13. COVENANTS, COND177ONS AND RESTRIC77ONS FOR THIS DEVELOPMENT ARE RECORDED IN DOCKET 1057J. PAGE 177. 14. MATERIALS W1THIN SIGHT WSIBIL I TY PLANE DESCRIBED BY TMO HORIZONTAL LINES LOCATED JO" AND 72*** ABOVE FlNISHFD GRADE OF TNf ROADWAY SURFACE. 15. THE AREA WITHIN THE 100-YEAR FLOODPRONE LIM17S REPRESENTS AN AREA WHICH IS SUBJECT TO f"L OODING FROM THE REGULATORY FLOOD EVENT. ALL LAND WTHIN'THIS DELINEA70 fLOODPRONE AREA SHALL BE RESTRICTED TO USES THAT ARE COMPATIBLE W TH THE CURRENT FLOODPLAIN AND EROSION HAZARD MANAGEMENT AREA. 16. ALL DRAINAGEWAYS, DRAINAGE EASEMENTS AND DRAINAGE S7RUC7URES S110MV AND LABELED AS SUCH UPON THIS PLAN WHICH ARE- TO BE CONS7RIr. 7ED IN CONJUNCTION Wl7H 7NE DEVFLOPMfN7 OF THIS PROJECT SHALL EN77REL Y CONTAIN THEIR RESPECTIVE 100- YEAR FLOOD LIMITS UPON COMPLE77ON OF CONS7RUC770N, UNLESS CLEARLY LABELED OTHER W1S£. 17. A PROJECT CONS 77?UC 77ON PERAII T MUST BE SECURED FROM PIMA COUNTY WASTEWATER MANAGEMENT DEPARTMENT WN£N CONNEC770N IS MADE TO A NEW OR EXIS 77NG PUBLIC MANHOLE BEFORE BEGINNING ANY WORK ON 7111S PROJECT. 188, ALL STORM DRAIN PIPE SHALL BE EITHER RCP ASTtiI C-76 CLASS l!( OR PACIFIC SPIRAL RIB HS-20 L OA DING STEEL (3/4" X 1"RIBS AT A r il" PITCH), ALL C.M. PIPE SHALL BE 12 GAUGE. 19. CER77FICA 7ES OF OCCUPANCY ARE NOT 70 BE RELEASED UNTIL IMPROVEMENTS TO LA CHOLLA BLVD. HAVE BEEN COMPLE7ED'AND ACCEPJfD BY THE TOWN OF ORO VALLEY DEPARTMENT OF 7RANSPORTA 77ON AND FLOOD CONTROL DIVRICT. 20. PRIOR TO THE ISSUANCE OF THE OCCUPANCY PERMITS FOR THE DAYCARE FACILITY AND PAROCHIAL SCHOOL, A COND177ONAL USE PERMIT MUST B£ ISSUED. 21, 7HE DEVELOPER WILL COVENANT TO HOLD THE TOWN OF ORO VALLEY, ITS SUCCESSORS AND ASSIGNS HARMLESS IN THE, EVENT OF FLOOD,, 22. Dh'AINAGE WILL NOT BE ALTERED, DISTURBED OR OBVRUCMD, WITHOUT 7FlF APPROVAL OF 774E ORO VALLEY TOWN COUNCIL. 2J. PRQNFAgrAS -TO B11L1D1Qr,,,5tLFS N!LL RF APPROVED BY THE TOWN AND SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. 24. 7FlE PROPERTY OWNER, HIS SUCCESSORS OR ASS/DNS AGREE TO (A,,,) KEEP ALL REQUIRED LANDSCAPED AREAS MAINTAINED /N A WEfO FREE, AND TRASH FREE COND1770N, (B.) REPLACE ANY DEAD PLANT MATERIALS WITH /N 90 DAYS. (C MAINTAIN THE IRRIGATION SYSTEM IN PROPER WORKING ORDER. 25. TPF DESIGN SPEED FOR CROSS ROAD /S 35 MPH. TIDE DESIGN SPEED FOR LAMBERT LANE IS 45 MPH, RYE.DESIGN SPEED FOR LA CHOLLA BLVD. IS 45 MPH. 77YE DESIGN VEHICLE IS WB-40. 266 i91V !/PPROliEO AUTOM/9i�C SPR/N/fLER SYSTEM :iHf7Lt BE/NSTALLEO THROUGHOUT,BU/LO/NS BUILDINGS i9'"o 4s CASAS ADOBES RAP71ST CHURCH I BUILDING FIRST FLOOR SE%;OND FLOOR REQUIRED PARKING SEA TSISRIDEN 7S REQUIRED PARKING N0. USE SO. Fl. SQ. FT SEATS 1 SPACE PER SCHOOL USE 1 SPACE/ 4 STUDENTS TOTAL TOTAL TOTAL 4 SEATS 2 (USE CHURCH) SPACES/ j EMPLOYEES #1. NORTHHEST JA 084 204 28 607 UDI TORIUM BUILDING #2* CLASS ROOM 19,609 448 TEEM 480 2ND FLOOR 0 1/4 120 (DAYCARE) ST FLOOR ONLY 027 609:�,�* 264 PRE SCHOOL 225 IST FLOOR � 1/8 28 DAY CARE 200 1ST FLOOR 1/8 25 ,y3. CLASS ROOM 19,609 448 fL£M 4B0 t 2ND FLOOR A 1/4 120 (DAYCARE) ST FLOOR ONLY 19,027 3 609 264 PRE SCHOOL 225 1STALOOR @ 7/8 28 Ill,lillillillillIllililljlllDAY CARE 200 1ST FLOOR 0 1/8 25 3 7**OSD 250 #4. CHAPEL 63 MIDDLE SCHOOL.242 HIGH SCHOOL 200 122 TEACHERS 6,941 1182J BUILDING N0. TOTAL SQ. FOOTAGE USES HEIGHT NO. STORIES NO 7ES: A. CHURCH AND SCHOOL PA Rh "ING ARE NOT SIMULTANEOUS 3 B. DAYCARE WILL OPERATE MCK-SAT. , 6 A.M.-8 P.M. 3 ,¢�l .52,968 CHURCH WORSHIP, GYM, & CAFE7ER/A 44 2 3 7g6 iNCGUO/NG 736 If2 636 SCHOOL, DAYCARE, & WORSHIP 25' 2 TOTAL PARKING SPACES REQUIRED = 'SPACE PER 4 SEATS- STAFF = :44G PARKING SPACES (BASED ON CHURCH USE) 1 SP / 4 AND 1 SPAC=/8 + ZO STAFF = 599 PARKING SPACES (BASED ON SCHOOL USE + TEACHERS) �3 .:-8,636 SCHOOL., DAYCARE, & WORSHIP 252 81/ TOTAL PARKING SPACES PROVIDED = J�6$ (INCLUDING HANDICAP SPACES) J4 7080 6k484-CH ZID � HAND/CAP SPACES REQUIRED = 1 HAADICAP PER 50 REGULAR = 36 HANDICAP SPACES (At/M J�>66;VjIA>6D PER �.DA= 2Vj ,y5 // 2/3-f -�4��'��uR-�-AI£€AN�r YOUTH BLDG. 25 2 41 � TOTAL HANDICAP SPACES PRO.NVED =CSC. �6 VAN H.G. SPf10ES� #6 2,160 WORSHIP & MEE7/NG 13' 1 BICYCLE PARK, A#C ?v4r%X%S BlIKE: 9,4fy 9��R ;5 RC9SLAR S9?aS -- ;2; B/KE SPA/0fi:co 17 2,160 WORSHIP & MEf17NG 13" 1 BICYCLE PARKING RACKS PROMO=D = 140 3 ;f8 5,B80 WORSHIP & MEETING 13'4' i 0 Js250 WORSHIP & MEETING /10 3,250 WORSHIP & MEETING 13" 1 J�11 3 41900 SCHOOL ADMIN/S7RA77ON 3 142" 1 111111111111 "woo" 11111111 A 77ON CA ju 0 NO GIV 2 I 0,0 0) TEMP ARY FFlCE MOOULARS) Oj) () Q J14 l•^•11 CENTRAL LAN M fEVELOPMENT PLAN 115 864 CHURCH ADM1N, FOR ,¢16 2, 400 MAINT., RESTROOMS & CONSESSION CASA49 ADOBES B44f PT6 ! CHURCH 117-25 2016 STORAGE UAII TS 13 1 8FING A PORTION OF rHE EAST HALF OF SECTION 9, IN COMPLIANCE Wni CERnRCA77ON T-f2-S, R-13-f, G. & S.R....MPIMA COUNTY, A RIZON4 CENTRAL PLANT 1,800 CENTRAL PLANT EQUIPMENT 201 w01w ON HEf1' � RuF. Co SW-89-51 ot 12-99-4 co 12mm9l-oe C"";Jf26 646 REST700M BUILDIN?�12' 1 Q e i Did 12, - 99 -4w, CCo o 12*146m*102 14854 7106 DELEffD PAVEMENT, ADWD NEW OUILDIMG N WAS D # 4 � 5� sHTs >� ,�� 6A�' 6B � P1297~147 a,�r TMP1298mw47 9199 ADD RAMADA,% 7MET BLJX & 7E]WP* Ofh77CE MODULAR AGCELLA BARR 4911 E. B"wo""r Bow.SCALE N.T.Sh 2199 QRO VALLEY RENSED DEVELOPMENT PUN AG ZONANam.��i�� ���� pC�qg� f9979 ASSOCIATES cS�o> >�-�.�. NO* DATE REW90N BY CH ' ' RLf VkW551005kOV-? CgAJOB NO. /055I0-05-0111 I I T � . ­­ - I - � . I I � - ---'­�- -7-7 I I I I � I I . I i I � I I � 11 41 ��� , ','­ � - , ­ . 11 I I - � . I � I . . . I . . . � . I � � . I 11 1 A"= - - - - 301 ;% m �:: � - ,�:I. L -9 I I� C�. � I cl I rl-1-41 I< - 0 1 3&:- 1 % I I � ­0 LA,J V) I . . C Im . I � I I ;� t I I j I - !i I./2 I I 5 0 I(S n ,� U �� , ( _5 I .�� "I-' z) � I . t 5 � I I t I ,,!�. <,n < (/) - It .< - <-) A i " U 1 �1�1 � I Lli 2: � I , i I-' C) , ;�� cz�. 1`0 <D r.*) 4 I I , ; �! 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I � � I I I � I I . . , I I I I FOR VMOM IT WAS PREPARED IS FORSIDD ' REF Co 'SW,~89,-,51 I � � I . . � I . I I I � I __ -.- - - I - - - __ I I I UNLESS EXPRESSLY PERMITTED IN WRITING lN, - � ­­- __.__l � - - - I I I I � I I I I � ADVANCE BY STANTEC CONSULTING INa AND I - I I I I I I I 1� � I �, � - . I NO, REVISION -1 Im"011111111 I I BY: CHM I STANTEC CONSULTING INC� SHALL HAVE NO U'V lz'---,y'y'*-~4 1 Co - 12,-9 1 �,08 , 1 - I . � I . I ­1 I 1111100- -III 'm - ___ - '' __l_____,_ - __ 11 I 1­1 -­­ - � s� ,`-,,,!j ,� LIABIUTY TO ANY USE OF THIS (NFORMA'nON j0ft Aft Aft .4 A I 1 5n,, "'!lN ,-��,Z,,v .00%11 I � I . I � I ! I :,­�',,��,Y­l­ � . A � � � I` " �, � �,,� , " .. I.. - ,,,,l:!I, !� WITHOUT THEIR WRITTEN CONSENT. - I - * � .. I � , I ";:", - Stantec Consu'fing 400-NI #4000W I - - -1 11 _...... I Co 1.5---,76--,02 , ,, _. " . I ! - � ' U V 14Z YY 4A I - - I -1 .. I ­-, 0 " I - - I'll - - - . -11 4'' �-,l � - I I ______ I I .,,_::�," ". '--` I ...�_ , � I It'. Cl- " ...j,-�,�,`. 1 201 North Bonita Ave ; I �. . 11 _-�Z-,; I � I I �lt �.,� il.,.,� ' I i� ;;,*��'. ; �­ ­ I Co 12 ... 96,,,- 1 1 � I - � � Ii ,51';c_�, _�- M WOWNG DAYS WORE YOU DIG �' � It , 4 � I - __ - - � __ I I - I I - ___ :I:;- - " ,_ -_ I 1. �V:� �f . 07 � I _ %`_"�.,; , I _­ ____'l IN -1 � 11 I I ,� ,,� , ,­�, �P.�� �.I.'-'..��,,­ , I - " ll'i_ ­p I Tucson AZ -U&k CALL FOR 'THE BLUE STAK I 11 Y, � 7, � � ,V .� �',­ I " � 11 . .-. ,Ili-?".: 11-114, , I I I 1- " �j, , .:",. , I P 1297,-, 147 ' I � - - �,� I I '­ I.. I _� ��__ . 1- . I I - - ____ . lip! I, "ll", ,�, ", "". , 11 I . �l g 1 1 ___ -----, - ------- _____ I I .,�, � I �l , � - , I �:_ � - � � I , , " � I I � I I , ;,� ., , 1-800-782-5348 1 1 . ,�. , !�;' J474 . � I , , ,�,4;.', � -­ '; I I I I I .,:, . Tel. 520.750. � P1298,--47 - . I ___ __ - I .-, , : I - I— I . � I I - -­- _ - - - I - ____0 -, ---,---.---- , I I - ­ I I , ,,­�'. '1� I I � I I � ,,�, % - , BLUE STAKE CENTER I I � I I :� I, n.- I . 11 . I � I I � ll,e­:,-", . `­ �� I - I I I I ',�_l "I'll'; ,...�1'11�1 Fm ,520.750.'7470 " �� I ', I, � I I . I �� �;�., I,! I � I I - I � I .- i , 11111 --,--- - mm- 1-1 O'l m ... 0 - , _I- - -10111011 ___ I III I 1-1 . � I " I I - - I X"L*%tm=m N1. - ..........I.I.- .v � e . I - I I � . I 0A fEol If FffRU'Aff Y* 4q&TT - f -oma . I I I � . � � I I I I I I I , &;r ' SCALE* �l � I I I 111I ldwj� \ ><O\ , - \ , --- � ! - - -,\ _"!0` " � i N-) , , 1xv - � 1� N\) (:D �-;_ , - A', I ��, ,�_� _�� \ \ \ I / ( - I W\ \ C�; \ ` \ (:D , 72 6 " 0 A- � � , ) , /4 1 1 � -15 -C -CHU - -6 � " � I � I I— I ----'',- � v4&%ft - I V. 2856jactjse\18562X,J0\A(EW AMS RW\NP DM\DV Adwg . I ­_11___ll____ ­ I � I � I � I I I I � I � I- ' I J ROL- I STAN7EC PROJECT No. 18562JOJO I � . . I I I I ft � ,wow � I I I � I - I - I I I DRETE PAVEMENT, ADD NEW BUILDING # 4 & 5, 1 . . I -1 _­___­.._______._____ I . I __m� __­­___ - I 1-1 L., - L_ # __ __ - ____ - I N _. I __ I - ­ . __ I 11 __ � I I ­ - - . - I -1 ­ - I - - __ . --- - I I m= ___ ­ - I- - I I --_ I I ________ - - ­_ I ­ - - 1. - - ____ m __ --------- __ -, _ - - I - I __ - � I I h rycy� y 4 N ` a. a k v C/I` r m "i cry a r Of b � s: z C a CU 00 N Q r. jam, QW X V 1� Im i NORTHWEST A UDI TORIUM BO/LDING 1/1 Fh:E-47.20 4 [4 SCALE: 1 INCH = JO FEET Stantec Consuaing 201 North Bonito Ave Tucson AZ USA 85745--2999 Tali, 520.750.7474 lr'= 520.750.7470 mmAtantmCom C&Oft--- V. 152&Wkocdvokl %230 lAfEW-CAUS CNMCiij1MP- DF OIDV-6aaog mjLaFlWC NOTICE OF DRAWING AUTHORIZA11ON TWD WO"G DAYS BEFORE YOU DIG USE OF THE INFORMATION CONTAINED IN CALL FOR THE BLUE STAKES THIS INSTRUMENT FOR OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS INTENDED, AND FOR OTHER THAN THE CLIENT 1-- 800— 782--- 5348 FOR WHOM IT WAS PREPARED IS FORBIDDEN UNLESS EXPRESSLY PER&GTIED IN WRITING IN ADVANCE 13Y STANTEC CONSULTING INC. AND BLUE STAKE CENTER STANTEC CONSULTING INC. SHALL HAVE NO CALL -COLLECT UABILITY TO ANY USE OF THIS INFORMATION WITHOUT THEIR WRITTEN CONSENT. DELEff PAVEMENT,ADD NEW BUILDING # 4 & 5