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HomeMy WebLinkAboutOV120622Aa n 0 U CY) r N (D w U c� O O N REQUIRED NOTES a'i3w`�Fr,. 1. GROSS ACRES: 4.25 AC. 2. TOTAL ACRES TO BE GRADED: 2.3 AC, 3. TOTAL ACRES OPEN SPACE REQUIRED: 0 4. TOTAL ACRES OPEN SPACE PROVIDED: 1.95 AC. 5. TOTAL ACRES UNDISTURBED NATURAL AREAS PROVIDED: 1.95 AC. 6. ZONING DESIGNATION: C-2 7. REQUIRED BUILDING SETBACKS: • FRONT/SOUTH - 20' • SIDE/WEST - 50' • REAR/NORTH - 50' • SIDE/EAST - 0' 8. REFER TO THE BUFFERYARD TABLE ON THIS SHEET FOR BUFFERYARD TYPES AND WIDTHS. 9. PROPERTY OWNER IS RESPONSIBLE FOR MAINTAINING THE IRRIGATION SYSTEM AS LONG AS NECESSARY IN ORDER TO TRANSITION PLANTS OVER TO NATURAL SOURCES. ANY PLANT MATERIALS THAT DIE FOR ANY REASON SHALL BE REPLACE IN ACCORDANCE WITH SECTION 4-213. 10. PROPERTY OWNER SHALL MAINTAIN BUFFERYARD PLANTINGS TO ENSURE UNOBSTRUCTED VISIBILITY TO MOTORISTS, ALL SHRUBS, ACCENTS, AND GROUNDCOVERS SHALL NOT EXCEED 2' IN HEIGHT WITHIN SIGHT VISIBILITY TRIANGLES, TREES IN SVTS WILL BE MAINTAINED TO ENSURE THAT BRANCHES/FOLIAGE IS NOT BELOW A HEIGHT OF 6'. 11. IN THE EVENT OF ABANDONMENT OF THE SITE AFTER GRADING/DISTURBANCE OF NATURAL AREAS, DISTURBED AREAS SHALL BE RE -VEGETATED WITH A NON -IRRIGATED HYDROSEED MIX PER TOWN OF ORO VALLEY STANDARDS. 12. CONTRACTOR SHALL VERIFY WITH OWNER'S PROJECT MANAGER THAT PLANS ARE CURRENT AND APPROVED. 13. WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE ORO VALLEY CODE. WHENEVER SPECIAL REQUIREMENTS CONFLICT ON ANY MATTER, THE OWNER'S PROJECT MANAGER SHALL DETERMINE WHICH SPECIAL CONDITION OR CODE SHALL GOVERN. 14. THE CONTRACTOR SHALL COMPLY WITH THE ENGINEERING SOILS REPORT RECOMMENDATIONS AS THEY RELATE TO HIS WORK. 15. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY AND/OR REQUIRED PERMITS AND PAY ALL RELATED FEES AND/OR TAXES REQUIRED TO INSTALL THE WORK ON THE PLANS. 16. THE CONTRACTOR SHALL BE APPROPRIATELY LICENSED AS REQUIRED BY THE STATE OF ARIZONA. 17. CONTRACTOR SHALL NOTIFY THE OWNER'S PROJECT MANAGER IMMEDIATELY OF ANY ERRORS, OMISSIONS OR DISCREPANCIES IN EXISTING CONDITIONS OR WITH THE PLANS PRIOR TO BEGINNING THE WORK. 18. UNIT PRICES FOR ALL IMPROVEMENTS SHALL BE ESTABLISHED AS A PART OF THE CONTRACT WITH THE OWNER'S PROJECT MANAGER PRIOR TO BEGINNING WORK, TO ACCOMMODATE ADDITIONS AND/OR DELETIONS OF MATERIAL AND/OR LABOR. 19. DETERMINATION OF "EQUAL" SUBSTITUTIONS SHALL BE MADE ONLY BY THE OWNER'S PROJECT MANAGER. 20. SITE OBSERVATION BY THE LANDSCAPE ARCHITECT DURING ANY PHASE OF THIS PROJECT DOES NOT RELIEVE THE CONTRACTOR OF HIS/HER PRIMARY RESPONSIBILITY TO PERFORM ALL WORK IN ACCORDANCE WITH THE PLANS, SPECIFICATIONS AND GOVERNING CODES. 21. THE CONTRACTOR SHALL PROVIDE FULL MAINTENANCE OF ALL LANDSCAPE AREAS AFTER INITIAL WRITTEN APPROVAL, SEE LANDSCAPE SPECIFICATIONS. 22. EXISTING UTILITIES AND STRUCTURES REPORTED BY OWNERS OR OTHERS AND THOSE SHOWN ON RECORDS EXAMINED, ARE INDICATED ON THE PLAN WITH THEIR APPROXIMATE LOCATION AND EXTENT, UNDERGROUND FACILITIES MAY EXIST WHICH HAVE NOT BEEN REPORTED OR OF RECORD. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THOSE FACILITIES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER(S) OF THESE FACILITIES BEFORE STARTING WORK. CAUTION: BEFORE EXCAVATING, VERIFY THE LOCATION OF UNDERGROUND UTILITIES. AT LEAST TWO (2) WORKING DAYS PD 2002?RIOR TO EXCAVATION, THE CONTRACTOR SHALL REQUEST MARK OUT OF UNDERGROUND UTILITIES BY CALLING BLUE STAKE AT 1- 800- 782- 5348. 23. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. THIS INCLUDES THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND SHALL NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR ALSO AGREES TO DEFEND, INDEMNIFY AND HOLD THE OWNER AND HIS REPRESENTATIVES HARMLESS FROM ANY AND ALL LIABILITY, REAL AND/OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. 1745 EAST RIVER ROAD - SUITE 101 TUCSON, AZ 85718 520.795.1000 (FAX) 520.322.6956 ENGINEERING COMPANY rickengineering.com Tucson Phoenix San Diego Riverside Orange Sacramento LANDSCAPE CONSTRUCTION DOCUMENTS FOR!- r GO 01-AII R ANCH FAr.1..,ioN KEY MAP SCALE: 1 " = 50' i Amn-qr-APF RtIFFFRYORn TORLE BUFFER BUFFER TYPE BUFFER WIDTH BUFFER LENGTH TREES REQ'D. TREES PROVIDED SHRUBS REQ'D. SHRUBS PROVIDED ACCENTS REQ'D. ACCENTS PROVIDED COMMENTS NORTH B 15 120 LF 10 10 10 10 18 18 NORTH B 4C' N/A N/A N/A N/A N/A N/A N/A NATURAL DESERT SOUTH B 40' N/A N/A N/A N/A N/A N/A N/A NATURAL DESERT EAST NONE NONE N/A N/A N/A N/A N/A N/A N/A NO BUFFER REQUIRED WEST B 4( /A N/A N/A N/A N/A N/A N/A NATURAL DESERT THIS PROJECT TOWN BUUNDARY 71 3" = 1 MILE 4-10 43- 43- , ) SEC 11 38 8 NADA HILLS DR. 5-2 CANADA HILLS 2-86 cp PARCEL K GOLF COURSE C 1 O SMITTY'S —91 PIMA 43-38 COUNTY 5-02 Ff 1-58 ___ LANE UNSUBDIVIDED jLLJ _82ERT (ZON31D R 92144) o Q 0 VILLAGES OF RANCHO FELIZ z LA CANADA U 40-59 SEC 15 Q SEC 14 LOCATION MAP SECTION 10, T 12 S, R 13 E G & SRM PIMA COUNTY, ARIZONA PROJECT DIRECTORY: OWNER/DEVELOPER GOLDER RANCH FIRE DISTRICT 3535 EAST HAWSER STREET TUCSON, AZ 85739 (520) 825-9001 ATTN: FIRE CHIEF JOHN FINK LANDSCAPE ARCHITECT RICK ENGINEERING CO. 1745 E. RIVER ROAD, SUITE 101 TUcSON, AZ 85718 CONTACT PERSON: MARK FELLINGER PHONE: 520-795-1000 FAX: 520-322-6955 E—MAIL: mfellinger®rickengineering.com CIVIL ENGINEER RICK ENGINEERING CO. 1745 E. RIVER ROAD, SUITE 101 TUCSON, AZ 85718 CONTACT PERSON: PAUL IEZZI PHONE: 520-795-1000 FAX: 520-322-6956 E—MAIL: piezzi@rickengin eering com SHEET INDEX SHT. # SHEET DESCRIPTION: 1 COVER SHEET 2 IRRIGATION PLAN 3 PLANTING PLAN 4 LANDSCAPE DETAILS 5 IRRIGATION SPECIFIC/\TIONS 6 LANDSCAPE SPECIFICATIONS APPROVAL PLANNING AND ZONING DATE ADMINISTRATOR APPROVED BY; TC/P n�7/DRB/BOA -E- _ w vv i �, v U t5 0�12-06-2z CONTOUR INTERVAL: LANDSCAPE PLANS PREPARED FOR: GOLDER RANCH \NAPNDSCgFIRE STATION O p q t�f ICA `TF Y 36734 RECORDED IN BOOK 33, PAGE 82 �, w MARK E. SECTION 10, TOWNSHIP 12 SOUTH, RANGE 13 EAST, GILA & a o FELLIN ER ~ SALT RIVER MERIDIAN, PIMA COUNTY, TOWN OF ORO VALLEY, o ARIZONA. SCALE: 1" = 50' PROJ# 3434 BONA, U' DRAWN BY: LSH 10-18-06 SHEET: NO, BY DATE REVISION I CHECKED BY: MEF 1 OF 6 IN `J 2474\3434\landscape\const docs\3434la01.dwg Plotted: Oct. 18, 2006 IRRIGATION NOTES WATER SOURCE 1. IRRIGATION POINT OF CONNECTION SHALL BE AT NEW WATER METER PER WATER PLANS (BY OTHERS). VERIFY LOCATION IN FIELD, 2. THE IRRIGATION SYSTEM IS DESIGNED TO OPERATE AT 50 PSI AT THE POINT OF CONNECTION. 3. THE CONTRACTOR SHALL VERIFY THE WATER PRESSURE IN THE FIELD PRIOR TO PURCHASE OF ANY EQUIPMENT AND PERFORMING ANY INSTALLATIONS, IF THE PRESSURE IS NOT AS STATED ABOVE, THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT FOR INSTRUCTIONS BEFORE PROCEEDING, PROCUREMENT AND/OR INSTALLATION OF ANY IRRIGATION EQUIPMENT WITHOUT VERIFICATION OF SATISFACTORY WATER PRESSURE SHALL BE AT THE SOLE RESPONSIBILITY OF THE CONTRACTOR, GENERAL 1, DRAWINGS ARE DIAGRAMMATIC. THE SCALE OF THE PLANS SOMETIMES MAKES IT NECESSARY TO SHOW IRRIGATION PIPELINES WITHIN BUILDINGS, WALKS OR OTHERWISE OUTSIDE OF PLANTING AREAS. THIS IS ONLY FOR CLARITY OF THE PLANS. ALL IRRIGATION EQUIPMENT SHALL BE INSTALLED IN PLANTER AREAS WHEREVER POSSIBLE. 2. UNLESS OTHERWISE SPECIFIED ON THE PLANS: ALL LATERAL END RUNS ARE TO BE 3/4"; ALL SUB —MAINS (NON —PRESSURE LINE CONNECTED DIRECTLY DOWNSTREAM OF THE / REMOTE CONTROL VALVE) SHALL BE ONE SIZE LARGER THAN THAT REMOTE CONTROL VALVE, MAINLINE IS TO BE TO BE 1 UNLESS OTHERWISE SPECIFIED ON PLAN; ALL PIPE SHALL BE DOWNSIZED IN DIRECTION OF FLOW ONLY. 3. THE CONTRACTOR SHALL NOT INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS THAT FIELD CONDITIONS SUCH AS OBSTRUCTIONS, GRADING DIFFERENCES OR DIFFERENCES IN SIZE AND SHAPE OF THE PLANTED AREAS MAY NOT HAVE BEEN ACCOMMODATED IN THE ORIGINAL DESIGN. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF SUCH CHANGE IN FIELD CONDITIONS. IF NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE J INSTALLATION AND FOR THE NEED OF ANY SUBSEQUENT REVISIONS. 4. ALL PIPE LINES AND CONTROL WIRES CROSSING UNDER PAVING SHALL BE SLEEVED, SLEEVES SHALL BE PVC SCH 40 PIPE WITH BELLED ENDS AND SHALL BE TWO TIMES THE DIAMETER OF THE SLEEVED PIPE OR WIRE BUNDLE (2" MINIMUM). CONTROL WIRE TO BE SLEEVED SEPARATELY FROM PIPE. 5. IN CASE OF POSSIBLE CONTROL WIRE FAILURE OR FUTURE EXPANSION, THE CONTRACTOR SHALL INSTALL A MINIMUM OF TWO SPARE CONTROL WIRES FROM THE CONTROLLER i TO THE FARTHEST VALVE IN EACH CONTROLLER SERVICE AREA. ADDITIONALLY SPARE WIRE FROM ALL EMPTY STATIONS SHALL BE INSTALLED SIMILARLY. ALL SPARE WIRES SHALL PASS THROUGH ALL VALVE BOXES ALONG THE MAINLINE ROUTE. THESE WIRES SHALL BE A DIFFERENT COLOR FROM OTHER CONTROL WIRES AND BE LABELED AS SPARE \ / AT THE CONTROLLER CABINET, IN THE VALVE BOX OF THE FARTHEST VALVE, AND AT ALL OTHER VALVE BOXES. 6. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES WITHIN WORK AREA PRIOR TO START OF CONSTRUCTION, AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION, THE CONTRACTOR SHALL REQUEST MARKOUT OF UNDERGROUND UTILITIES BY CALLING BLUESTAKE AT 1-800-782-5348, THE CONTRACTOR SHALL ALSO REFER TO \ ALL OTHER IMPROVEMENT PLANS FOR THIS PROJECT FOR UTILITY LOCATIONS. \ CONTROLS �. 1. SYSTEMS OF THIS PROJECT ARE CONTROLLED BY SOLID STATE, COMPUTER IRRIGATION CONTROLLERS. THE CONTRACTOR SHALL EXERCISE STRICT COMPLIANCE WITH THE \ MANUFACTURERS' INSTRUCTIONS FOR INSTALLATION AND GROUNDING. 2. CONTROLLER LOCATION IS SHOWN DIAGRAMMATICALLY. FINAL LOCATION TO BE APPROVED BY THE OWNER'S REPRESENTATIVE. POWER SHALL BE PROVIDED BY OTHERS (SEE ELECTRICAL AND/OR ARCHITECTURAL DRAWINGS), THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTION OF POWER TO THE CONTROLLER IN COMPLIANCE TO ALL GOVERNING CODES. \ EMITTERS 1. INSTALL 3/4" EMITTER TUBING WITH DRIP EMITTERS AS REQUIRED TO PROVIDE IRRIGATION TO ALL NEW SHRUBS AND TREES (EXCEPT CACTUS) AS SHOWN ON P!..ANTING PLAN. 2. LAYOUT EMITTER TUBING PARALLEL TO TOPOGRAPHY WHEREVER POSSIBLE. INSTALL AUTOMATIC FLUSH TYPE END CAP AT ENDS OF ALL 3/4" LINES AND FLUSH THOROUGHLY BEFORE INSTALLING EMITTERS. 3. FOR SHRUBS: INSTALL SINGLE OUTLET EMITTERS AS FOLLOWS: (1) 0.5—GPH EMITTER AT EACH 1 OR 5 GALLON AGAVE SPP. / (1) 2—GPH EMITTER AT EACH 5 GALLON PLANT / (1) 1—GPH EMITTER AT EACH 1 GALLON PLANT MULTI —OUTLET EMITTERS MAY BE SUBSTITUTED FOR INDIVIDUAL EMITTERS. / 4. FOR TREES: INSTALL MULTI —OUTLET EMITTER AS FOLLOWS: --% (8) 1—GPH EMITTERS AT EACH 36 BOX (6) 1—GPH EMITTERS AT EACH 24" BOX (4) 1—GPH EMITTERS AT EACH 15 GALLON 5. USE SHORT PIECES OF 1 /4" DISTRIBUTION TUBING (MAXIMUM LENGTH 8') TO EXTEND EMITTERS TO EACH ROOTBALL. HOLD IN PLACE WITH STAKES. FINAL EQUIPMENT LOCATION v 1. MAJOR IRRIGATION EQUIPMENT IN PLANTER BEDS SHALL BE HIDDEN FROM CASUAL VIEW. 2. THE FINAL LOCATION OF ALL VALVES SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT IN THE FIELD PRIOR TO INSTALLATION. SEE PLANS FOR PARTICULAR INFORMATION ON VALVE PLACEMENT. J CONTRACTOR SHALL STAKE LOCATIONS FOR REVIEW AND ADJUSTMENT BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. NECESSARY RELOCATION OF IRRIGATION 3. THE CO EQUIPMENT AS A RESULT OF THE CONTRACTORS FAILURE TO STAKE LOCATION AND RECEIVE APPROVAL SHALL BE AT THE CONTRACTOR'S EXPENSE. IRRIGATION EQUIPMENT LEGEND SYMBOL DESCRIPTION MANUFACTURER / MODEL REMARKS BP BACKFLOW PREVENTION ASSEMBLY 1" FEBCO 825Y 29A AUTOMATIC CONTROLLER IIRRITROL MC-10 PLUS B IN LEMEUR SG —A ENCLOSURE (TAN) ® REMOTE CONTROL VALVE ASSEMBLY RAINBIRD XCZ—LF-100 REMOTE CONTROL VALVE ASSEMBLY RAINBIRD XCZ-100—B—COM 1" PVC MAINLINE PIPE PACIFIC PLASTICS PVC, OR EQUAL SCHEDULE 40 PVC 3/4" PVC LATERAL LINE PIPE PACIFIC PLASTICS PVC, OR EQUAL CLASS 200 PVC — — _ — 3/4" POLYETHYLENE LATERAL PACIFIC PLASTICS PVC, OR EQUAL NOT SHOWN SINGLE OUTLET EMITTER RAINBIRD XB-10, OR EQUAL NOT SHOWN MULTI —OUTLET EMITTER RAINBIRD XB-10-6, OR EQUAL AUTOMATIC FLUSH CAP API MODEL FCH, OR EQUAL PVC SLEEVE PACIFIC PLASTICS PVC, OR EQUAL PVC SCH 40; TWO TIMES DIA. OF PIPE OR WIRE BUNDLE. (2" MIN.) _____-- V IN —LINE PRESSURE REGULATOR RAINBIRD PSI—L30X-075 INCLUDED WITH RAINBIRD XCZ-100—COM. INSTALL IN LOCATION(S) SHOWN ON PLAN. PROVIDE AND INSTALL ADDITIONAL PRESSURE REGULATORS PER PLAN. Mf/ LO TYPICAL DRIP CIRCUIT LAYOUT 26 2b'I') LF 18." SRP 9i 1,0% , � 1 �,— F 11 11 11, 11 11 II 7 A 8 / 0.7 1 - / SHRUB 60 SCALE:1 = 30 "M '���IIIIIIIIIIIIIIII�■ J 1 I A4 A6 II II 2 13 1 it 8 �I I --- I I I l ' I 11 II \ II Il II AT END FLUSH CAP 1 /4" DISTRIBUTION TUBING / EMITTERS 3/4" POLYETHYLENE TUBING AREA TO BE IRRIGATED BY EACH DRIP CIRCUIT PVC LATERAL LINE VALVE KEY f— STATION NUMBER A — SIZE VALVE SIZE GPM FLOW (GPM) TREE � PLANTING TYPE l IRRIGATION POINT OF CONNECTION AT NEW 1" WATER METER. OV12-06-22 \\-L MAINLINE CONTOUR INTERVAL: 1' LANDSCAPE PLANS PREPARED FOR: DRIP VALVE ASSEMBLY G O LD E R RANCH �PND FIRE STATION UICATF �9p IRRIGATION PLAN 0 ° 36734 ° —, RECORDED IN BOOK 33, PAGE 82 0, 0 MARK E. M SECTION 10, TOWNSHIP 12 SOUTH, RANGE 13 EAST, GILA & w 1745 EAST RIVER ROAD - SUITE 101 1 MEF 8-17-07 RELOCATED P.O.C. o FELLINGER ~ SALT RIVER MERIDIAN, PIMA COUNTY, TOWN OF ORO VALLEY, TUCSON, AZ 85718 °fa �/�: ARIZONA. SCALE: 1_ . 3434 520.795.1000 2 MEF 8— 29— 07 RELOCATED P.O.C. q Si @d-•' R�ZONA (FAX)520.322.6956 u5P DRAWN BY: LSH MEOF / 2-21—Og SHEET: o ENGINEERING COMPANY r i c k e n g i n e e r i n g. c o m MEF 2 — 21— 08 RELOCATED LATERALS N Tucson Phoenix San Diego -Sacramento Riverside Orange San Luis Obispo Bakersfield NO. BY DATE REVISION 2 OF 6 CHECKED BY: MEF M G: \2474\3434\landscape\const—docs\3434laO2.dwg Plotted: Feb. 21, 2008 a r_ a a E 0 v r- a� Q) c CT c w Y _V O O N ME J NOTES: 1. SEE INSTRUCTION MANUAL FOR MOUNTING INSTRUCTIONS. 2. ALL WIRING SHALL BE INSTALLED PER LOCAL CODES. 3. 120 VOLT POWER TO BE SUPPLIED BY OWNER. u Mil 1O ENCLOSURE PER IRRIGATION LEGEND 02 AUTOMATIC CONTROLLER PER IRRIGATION LEGEND 03 CONTROLLER SUB —ASSEMBLY (CSA) INCLUDES GFI & TERMINAL STRIPS WITH PLACARDS O4 MOUNTING FLANGE W/ J—BOLTS SET IN CONCRETE PAD. ® 120 V. ELECTRICAL SERVICE IN RIGID CONDUIT SLEEVE TO POWER SOURCE PER LOCAL CODE. 07 RIGID CONDUIT. ® 6" THICK FORMED AND POURED —IN —PLACE CONCRETE BASE O FINSH GRADE 1 RRIGATION CONTROLLER A 12" IDENTIFICATION GUIDE DW RW A COMM COMMUNICATION SPLICES DW RW A GR GROUNDING RODS DW RW A STA # REMOTE CONTROL VALVES DW RW A MV MASTER VALVES DW RW A FS FLOW SENSORS DW RW A GV GATE VALVES DW RW A FI FERTILIZER INJECTORS DW RW A BS BASKET STRAINERS DW RW A MS MOISTURE SENSORS NOT TO SCALE O WYE STRAINER (LINE SIZE), SEE 5O BRASS NIPPLE, TYPICAL LEGEND 6 1 CU. FT. CONCRETE O2 REDUCED PRESSURE BACKFLOW O THRUST BLOCKS, TYPICAL. DEVICE WITH 2 BALL VALVES, WRAP PIPES W/ 10 MIL. REFER TO PLAN FOR TYPE AND TAPE. SATURATE AND SIZE OF EQUIPMENT COMPACT SUB —GRADE TO O BRASS UNION 90% PRIOR TO POUR. 4� BRASS ELL (TYPICAL) O FINISH GRADE O JUMBO RECTANGULAR VAVLE BOX 20" X 14" O STANDARD RECTANGULAR VAVLE BOX 15" X 11 " 3 ROUND VALVE BOX 10" DIA. 4 EDGE OF AREA (CURB, WALK, OR WALL) OPVC SCH. 80 NIPPLE (CLOSE) 11 PVC SCH. 80 NIPPLE (2" LENGTH, 2O VALVE BOX W/ COVER: 24" SIZE HIDDEN) AND PVC SCH. 40 ELL 3O ID TAG 12 PVC SCH. 40 TEE OR ELL ® WATER PROOF CONNECTION (1 OF 2) 13 BRICK (1 OF 4) 5O 30—INCH LINEAR LENGTH OF WIRE, COILED 14 3" MIN. DEPTH OF 3/4" WASHED GRAVEL n FINISH GRADE 15 PVC MAINLINE, SIZE PER PLANS 16 TOP OF MULCH DRIP VALVE ASSEMBLY PER LEGEND 70 ® PVC SCH. 40 COUPLING 17 PVC SCH. 80 UNION FOR SERVICING ASSEMBLY 9O PVC SCH. 80 NIPPLE (LENGTH AS REQ'D) 20 PVC SCH. 40 MALE ADAPTER 10 PVC SCH. 40 ELL ® PVC MALE ADAPTER BACKFLOW PREVENTION DEVICE cc B NOT TO SCALE DW RW A SB SPLICE BOX DW RW A QC QUICK COUPLERS SAMPLE: , DW A-12 DW RW A FS FLOW SENSORS POTABLE WATER DW RW A FVA FLUSH VALVE ASSEMBLY SYSTEM OF , CONTACT IRRIGATION CONSULTANT FOR INFO CONTROLLER ON ANY DEVICE IN A BOX NOT LISTED. REMOTE CONTROL VALVE ON STATION 12 ; NOTES: 1, VALVE BOXES SHALL BE LABELED BY HOT IRON BRANDING OR ALLUMINIUM ASPHALTIC BASE WATER —PROOF PAINT. 2. CONTROL VALVES SHALL BE INSTALLED TO ALLOW ORDERLY ARRANGEMENT OF VALVE BOXES. 3. LOCATE VALVE ASSEMBLIES IN SHRUB OR GROUND COVER AREAS WHEN POSSIBLE. 4. LOCATION OF VALVE ASSEMBLIES SHALL BE STAKED FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 5. CENTER VALVE BOXES OVER VALVE ASSEMBLE TO FACILITATE ACCESS AND MAINTENANCE. 6. SET VALVE BOXES AT EQUAL ELEVATIONS WITH TOPS AT FINISH GRADE IN TURF AREAS OR 2" ABOVE FINISH GRADE IN SHRUB/ GROUND COVER AREAS. 7. VALVE BOXES SHALL BE SET PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE OF AREA. 8. DO NOT DEFOREM OR COLLAPSE VALVE BOX BY EXESSIVE SOIL COMPACTION AROUND B OX. 9. SEE ALSO INDIVIDUAL VALVE INSTALLATION DETAILS. VALVE PLACEMENT WARI17C CPP' -UR T E -" U SHRUB PLANTING a� K C w NU I I U SCALE O ROOTBALL O CROWN 1" ABOVE FINISH GRADE O FINISH GRADE O FINISH GRADE AT SLOPE 0 2 X ROOTBALL DIAMETER O6 BACKFILL (SEE SPECS) O PLANT TABLETS (SEE SPECS) ® SEE SPECIFICATIONS Og TOP OF PAVING 10 4" WATERING BASIN (IF REQ'D) 11 UNDISTURBED NATIVE SOIL NO 1 TU SCALE 1745 EAST RIVER ROAD - SUITE 101 TUCSON, AZ 85718 0-1 520.795.1000 (0 (FAX) 520.322.6956 p ENGINEERING COMPANY rickengineering. com CD nl Tucson Phoenix San Diego Riverside Orange Sacramento O I: \2474\3434\landscape\const docs\3434laO4.dwg Plotted: Oct. 18, 2006 L z_ 00 6" MIN. O SATURATE & COMPACT BACKFILL TO 90%. FINISH SURFACE. O 0 FINISH GRADE. ® NON —PRESSURE LATERAL LINE. O PRESSURE MAINLINE. © DIRECT BURIAL LOW VOLTAGE CONTROL RIRES, BUNDLE AT 10 FT. O.C. OR CONTROLLER HARD WIRE. CLEAN BACKFILL. TRENCHING TREE PLANTING NOT Ti:. SCALE (D ROOTBALL O AMENDED BACKFILL MIX 2)WATER BASIN ®MULCH O FINISH GRADE © WIDTH TWICE DIAMETER OF ROOTBALL O PLACE ROOTBALL ON NATURAL GRADE ® FERTILIZER TABLETS 9O (2) 2" DIA. X 10' LONG, LODGE POLES, PLACE OUTSIDE ROOTBALL 10 BLACK PLASTIC CINCH —TIE WITH ONE TWIST NAILED TO STAKES NUI I U SCALE REMOTE CONTROL VALVE (DRIP) NOT TO SCALE 6" MIN, O HARDSCAPE SURFACE, SEE PLANS CLEAN BACKFILL AS REQ'D. REFER TO ENGINEER FOR SPECIFIC MATERIAL AND COMPACTION REQUIREMENTS. O CLEAN BACKFILL ® LATERAL LINE WITH SLEEVE O PRESSURE MAINLINE WITH SLEEVE © LOW VOLTAGE CONTROL WIRE OR CONTROLLER HARD WIRE, SLEEVE AS REQ'D. ]� MINIMUM COVER: 18" UNDER WALKS 24" UNDER DRIVES 36" UNDER STREETS 1O 6" ROUND VALVE BOX O BALL VALVE PER LEGEND `J LATERAL LINE ® 3" MIN. DEPTH OF 3/4" WASHED GRAVEL O FINISH GRADE OF DG. C NOTES: 1. ALL SLEEVES TO BE PVC SCH. 40 PIPE. 2. ALL SLEEVES TO BE SIZED TWICE THE DIA. OF THE WORKING PIPE. 3. ALL SLEEVES TO RUN A MIN. OF 12" BEYOND HARDSCAPE EDGES. 4. WRAP #12 GALVANIZED WIRE AROUND EACH END OF SLEEVE (10 WRAPS MIN.) AND EXTEND TO SURFACE AS A LOCATING DEVICE, SLEEVING H1 NOT TO SCALE 01 QUICK COUPLER VALVE. O BRASS RISER L.A.R. (SIZE EQUAL TO QCV INLET). BALL VALVE O SWING JOINT (2 SCH 80 ST ELLS; 1 SCH 80 T X T ELL; 1 SCH 80 NIPPLE). ® PVC TEE (SST) OR EL (ST) ON PRESS MAIN. O PVC PRESSURE MAIN. © PEA GRAVEL SUMP WITHIN BOX. O 1 /2%36" SCH 40 GALV. STEEL PIPE STAKE AND 2 STAINLESS STEEL TIES. ® FLUSH IN TURF; 2" IN IN SHRUB AREA 9O VALVE BOX. 10 BRICK OR CONCRETE SUPPORTS (TYP). 11 UNDISTURBED/COMPACTED SUBGRADE, 12 CONCRETE FOOTING (12%12%12"). NOTES: 1. USE TEFLON TAPE ON ALL THREADED CONNECTIONS. 2. SWING JOINT AND SIDE OUTLET OF TEE TO BE SIZED EQUAL TO QCV INLET. 3. SUPPLY AND INSTALL R.W. WARNING TAG AS REQ. Lii QUICK COUPLER NOT TO SCALE N0, I BY I DATE I REVISION LANDSCAPE DETAILS J NOT TO SCALE 01 6" ROUND VALVE BOX O PRESSURE REGULATOR PER LEGEND 0 LATERAL LINE 3" MIN. DEPTH OF 3/4" WASHED GRAVEL FINISH GRADE OF DG. 00 PRESSURE REGULATOR G NOT TO SCALE 1O 6" ROUND VALVE BOX O MULTI —OUTLET DRIP EMITTER PER LEGEND 30 3/4" POLYETHYLENE LATERAL ® 1 /4" DISTRIBUTION TUBING O 3" MIN. DE'-'TH OF 3/4" WASHED GRAVEL © FINISH GRAVE MULTI -OUTLET DRIP EMITTER NOT TO SCALE 1O SINGLE OUTLET DRIP EMITTER PER LEGEND 20 3/4" POLYETHYLENE LATERAL 3O 1/4" DISTRIBUTION TUBING ® FINISH GRADE SINGLE OUTLET DRIP EMITTER NOT 10 SCALE O MULTI —OUTLET DRIP EMITTER 2Q 3/4" POLYETHYLENE LATERAL O 1 /4" DISTRIBUTION TUBING ® DISCHARGE POINT TO BE 1" ABOVE FINISH GRADE O TREE TRUNK EMMITTER PLACEMENT @ TREES N NOT TO SCALE OV12-06-22 LANDSCAPE PLANS PREPARED FOR: CONTOUR INTERVAL: GOLDER RANCH V '_\P"qA� FIRE STATION 36734 RECORDED IN BOOK 33, PAGE 82 MARK E. SECTION 10, TOWNSHIP 12 SOUTH, RANGE 13 EAST, GILA & FELLINGF,� . SALT RIVER MERIDIAN, PIMA COUNTY, TOWN OF ORO VALLEY, O ARIZONA. °'' P SCALE: PROJ# 3434 ONA. 5. DRAWN BY: LSH 10-18-06 SHEET: CHECKED BY: MEF 4 OF 6 SECTION 02900 - LANDSCAPE WORK PART 1 - GENERAL 1.1. RELATED DOCUMENTS 1.1.1. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 SPECIFICATION SECTIONS, APPLY TO THIS SECTION. 1.2. SUMMARY 1.2.1. THIS SECTION INCLUDES PROVISIONS FOR THE FOLLOWING ITEMS: 1.2.1.1. TREES. 1.2.1.2. SHRUBS. 1.2.1.3. PLANTS. 1.2.1.7. SOIL AMENDMENTS. 1.2.1.8. FINISH GRADING. 1.2.1.9. MAINTENANCE PERIOD. 1.2.2. RELATED SECTIONS: THE FOLLOWING SECTIONS CONTAIN REQUIREMENTS THAT RELATE TO THIS SECTION, 1.2.3. UNDERGROUND IRRIGATION SYSTEM IS SPECIFIED IN DIVISION 2 SECTION, "UNDERGROUND IRRIGATION SYSTEM." 1.3. QUALITY ASSURANCE 1.3.1. SUBCONTRACT LANDSCAPE WORK TO A SINGLE FIRM SPECIALIZING IN LANDSCAPE WORK. THE CONTRACTOR SHALL POSSESS ALL LICENSES AND PERMITS REQUIRED TO PERFORM THE WORK INCLUDING AN A-21 LANDSCAPING LICENSE. 1.3.2. SOURCE QUALITY CONTROL: 1.3.2.1. GENERAL: SHIP LANDSCAPE MATERIALS WITH CERTIFICATES OF INSPECTION REQUIRED BY GOVERNING AUTHORITIES. COMPLY WITH REGULATIONS APPLICABLE TO LANDSCAPE MATERIALS. 1.3.2.2. DO NOT MAKE SUBSTITUTIONS. IF SPECIFIED LANDSCAPE MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON -AVAILABILITY TO LANDSCAPE ARCHITECT, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. 1.3.2.3. ANALYSIS AND STANDARDS: PACKAGE STANDARD PRODUCTS WITH MANUFACTURER'S CERTIFIED ANALYSIS. FOR OTHER MATERIALS, PROVIDE ANALYSIS BY RECOGNIZED LABORATORY MADE IN ACCORDANCE WITH METHODS ESTABLISHED BY THE ASSOCIATION OF OFFICIAL AGRICULTURE CHEMISTS, WHEREVER APPLICABLE, 1.3.2.4. TREES, SHRUBS, AND PLANTS: PROVIDE TREES, SHRUBS, AND PLANTS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY SHOWN AND SCHEDULED FOR LANDSCAPE WORK AND COMPLYING WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 AMERICAN STANDARD FOR NURSERY STOCK". PROVIDE HEALTHY, VIGOROUS STOCK, GROWN IN RECOGNIZED NURSERY IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICE AND FREE OF DISEASE, INSECTS, EGGS, LARVAE, AND DEFECTS SUCH AS KNOTS, SUN -SCALD, INJURIES, ABRASIONS, OR DISFIGUREMENT, 1.3.2.5. LABEL EACH TREE AND SHRUB WITH SECURELY ATTACHED WATERPROOF TAG BEARING 'LEGIBLE DESIGNATION OF BOTANICAL AND COMMON NAME. 1.3.2.6, WHERE FORMAL ARRANGEMENTS OR CONSECUTIVE ORDER OF TREES OR SHRUBS ARE SHOWN, SELECT STOCK FOR UNIFORM HEIGHT AND SPREAD, AND LABEL WITH NUMBER TO ASSURE SYMMETRY IN PLANTING. 1.3.2.7, SELECTION: THE LANDSCAPE ARCHITECT MAY CHECK TREES AND SHRUBS EITHER AT PLACE OF GROWTH OR AT SITE BEFORE PLANTING, FOR COMPLIANCE WITH REQUIREMENTS FOR GENUS, SPECIES, VARIETY, SIZE, AND QUALITY. THE CONTRACTOR SHALL SUBMIT PHOTOGRAPHS TO LANDSCAPE ARCHITECT OF TYPICAL TREE (15 GAL. AND LARGER CONTAINER SIZES) FOR LANDSCAPE WORK. LANDSCAPE ARCHITECT RETAINS RIGHT TO FURTHER CHECK TREES AND SHRUBS FOR SIZE AND CONDITION OF BALLS AND ROOT SYSTEMS, INSECTS, INJURIES AND LATENT DEFECTS, AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME DURING PROGRESS OF WORK. REMOVE REJECTED TREES OR SHRUBS IMMEDIATELY FROM PROJECT SITE. 1.4. SUBMITTALS 1.4.1. GENERAL: SUBMIT THE FOLLOWING IN ACCORDANCE WITH CONDITIONS OF CONTRACT AND DIVISION 1 SPECIFICATION SECTIONS. 1.4.2. PLANT AND MATERIAL CERTIFICATIONS: 1.4.2.1. CERTIFICATES OF INSPECTION AS REQUIRED BY GOVERNMENTAL AUTHORITIES. 1.4.2.2. MANUFACTURER'S OR VENDOR'S CERTIFIED ANALYSIS FOR SOIL AMENDMENTS AND FERTILIZER MATERIALS. 1.4.2.3. LABEL DATA SUBSTANTIATING THAT PLANTS, TREES, SHRUBS AND PLANTING MATERIALS COMPLY WITH SPECIFIED REQUIREMENTS. 1.4.2.4. SEED VENDOR'S CERTIFIED STATEMENT FOR EACH SEED MIXTURES REQUIRED, STATING BOTANICAL AND COMMON NAME, PERCENTAGES BY WEIGHT, AND PERCENTAGES OF PURITY, GERMINATION, AND WEED SEED FOR EACH SEED SPECIES. 1.5. DELIVERY, STORAGE AND HANDLING 1.5.1. PACKAGED MATERIALS: DELIVER PACKAGED MATERIALS IN CONTAINERS SHOWING WEIGHT, ANALYSIS, AND NAME OF MANUFACTURER. PROTECT MATERIALS FROM DETERIORATION DURING DELIVERY, AND WHILE STORED AT SITE. 1.5.3. TREES AND SHRUBS: DO NOT PRUNE PRIOR TO DELIVERY UNLESS OTHERWISE APPROVED BY LANDSCAPE ARCHITECT. DO NOT BEND OR BIND -TIE TREES OR SHRUBS IN SUCH MANNER AS TO DAMAGE BARK, BREAK BRANCHES, OR DESTROY NATURAL SHAPE. PROVIDE PROTECTIVE COVERING DURING DELIVERY, 1.5.4. DO NOT REMOVE CONTAINER -GROWN STOCK FROM CONTAINERS UNTIL PLANTING TIME. 1.6. JOB CONDITIONS 1.6.1. UTILITIES: DETERMINE LOCATION OF UNDERGROUND UTILITIES AND PERFORM WORK IN A MANNER, WHICH WILL AVOID POSSIBLE DAMAGE, HAND EXCAVATES, AS REQUIRED. MAINTAIN GRADE STAKES SET BY OTHERS UNTIL PARTIES CONCERNED MUTUALLY AGREE UPON REMOVAL. 1.6.2. EXCAVATION: WHEN CONDITIONS DETRIMENTAL TO PLANT GROWTH ARE ENCOUNTERED, SUCH AS RUBBLE FILL, ADVERSE DRAINAGE CONDITIONS, OR OBSTRUCTIONS, NOTIFY LANDSCAPE ARCHITECT BEFORE PLANTING. 1.7. SEQUENCING AND SCHEDULING a 1.7.1. PLANTING TIME: PROCEED WITH, AND COMPLETE LANDSCAPE WORK AS RAPIDLY AS PORTIONS OF SITE BECOME AVAILABLE, AND SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE U IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE. C w 1745 EAST RIVER ROAD -SUITE 101 U TUCSON, AZ 85718 520.795.1000 (FAX) 5 '0.322.6956 p ENGINEERING COMPANY rickengineering.com p INTucson Phoenix San Diego Riverside Orange Sacramento l0 1.7.2. COORDINATION WITH GROUNDCOVERS AND LAWNS: PLANT TREES AND SHRUBS AFTER FINAL GRADES ARE ESTABLISHED AND PRIOR TO PLANTING OF GROUNDCOVERS AND LAWNS, UNLESS OTHERWISE ACCEPTABLE BY LANDSCAPE ARCHITECT. IF PLANTING OF TREES AND SHRUBS OCCUR AFTER GROUNDCOVER AND LAWN WORK, PROTECT GROUNDCOVER AND LAWN AREAS AND PROMPTLY REPAIR DAMAGE TO GROUNDCOVERS AND LAWNS RESULTING FROM PLANTING OPERATIONS, 1.8. SPECIAL PROJECT WARRANTY 1.8.1, WARRANTY LAWNS AND GROUNDCOVERS THROUGH SPECIFIED MAINTENANCE PERIOD, AND UNTIL FINAL ACCEPTANCE. 1.8.2. WARRANTY SHRUBS FOR A PERIOD OF 90 DAYS AFTER DATE OF FINAL ACCEPTANCE. 1.8.3. WARRANTY TREES, FOR A PERIOD OF ONE YEAR AFTER DATE OF SUBSTANTIAL COMPLETION, AGAINST DEFECTS INCLUDING DEATH AND FOR PERIOD OF 90 DAYS AFTER DATE OF UNSATISFACTORY GROWTH, EXCEPT FOR DEFECTS RESULTING FROM NEGLECT BY OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND LANDSCAPE INSTALLER'S CONTROL. 1.8.4. REMOVE AND REPLACE TREES, SHRUBS, OR OTHER PLANTS FOUND TO BE DEAD OR IN UNHEALTHY CONDITION DURING WARRANTY PERIOD. MAKE REPLACEMENTS WITHIN 14 CALENDAR DAYS. REPLACE TREES AND SHRUBS, WHICH ARE IN DOUBTFUL CONDITION AT END OF WARRANTY PERIOD; UNLESS, IN OPINION OF LANDSCAPE ARCHITECT, IT IS ADVISABLE TO EXTEND WARRANTY PERIOD FOR A FULL GROWING SEASON. 1.8.5. ANOTHER WARRANTY SITE OBSERVATION VISIT WILL BE CONDUCTED AT END OF EXTENDED WARRANTY PERIOD, IF ANY, TO DETERMINE ACCEPTANCE OR REJECTION, REPLACEMENT SHALL BE THE PLANTS USED FOR SAME KIND AND SIZE AS SPECIFIED FOR LANDSCAPE WORK. REPLACEMENTS SHALL BE FURNISHED, AND PLANTED AS ORIGINALLY SPECIFIED. PART 2 - PRODUCTS 2.1. SOIL AMENDMENTS 2.1.2. COMMERCIAL FERTILIZER: COMPLETE FERTILIZER OF NEUTRAL CHARACTER, WITH SOME ELEMENTS DERIVED FROM ORGANIC SOURCES AND CONTAINING THE FOLLOWING PERCENTAGES OF AVAILABLE PLANT NUTRIENTS: 2.1.2.1. PRE -PLANT FERTILIZER: PROVIDE FERTILIZER WITH NOT MORE THAN 1 PERCENT TOTAL NITROGEN; AND NOT LESS THAN 10 PERCENT AVAILABLE PHOSPHORIC ACID AND 10 PERCENT SOLUBLE POTASH, 2.1.2.2. POST -PLANT FERTILIZER: PROVIDE FERTILIZER WITH PERCENTAGE OF NITROGEN REQUIRED TO PROVIDE NOT LESS THAN 18 POUNDS OF ACTUAL NITROGEN, 6 PERCENT PHOSPHORIC ACID AND 8 PERCENT POTASSIUM. PROVIDE NITROGEN IN A FORM THAT WILL BE AVAILABLE DURING INITIAL PERIOD OF GROWTH; AT LEAST 50 PERCENT OF NITROGEN TO BE ORGANIC FORM. 2.1.2.3. PLANT TABLETS, AGRIFORM (20-10-5-) BLUE CHIP TABLETS 21 GRAM. 2.2.5. ORGANIC SOIL CONDITIONER, SHALL BE A PRODUCT THAT AIDS THE STRUCTURE OF THE SOIL CONSISTING OF RAPIDLY DECAYING SLOWLY DECAYING, AND NON -DECAYING MATERIAL. NITROGEN (ORGANIC OR AMMONIC) 0.5%, PH LESS THAN 6.8 SALINITY (ECE X 103 AT 25' C) = 2.5, ASH CONTENT NOT TO EXCEED 10%. IRON (FE) EXPRESSED AS METALLIC 0.08% ORGANIC MATTER 35%. 2.2.5.2. THE COMMERCIAL GRADE PRODUCT USED SHALL BE PLANT CHOICE SOIL AMENDMENT, ORGANIC RECYCLING WEST SOIL AMENDMENT, OR BUTLERS MILL LOAMEX OR APPROVED EQUAL BY LANDSCAPE ARCHITECT, 226. PLANTING BACKFILL, SHALL BE A THOROUGHLY BLENDED MIXTURE OF EXCAVATED SOIL FROM THE PITS AND SOIL AMENDMENTS AT THE FOLLOWING MIXTURE SOIL CONDITIONER: 2.2.6.1. SOIL CONDITIONER 1/3 2.2.6.2. ON SITE SOIL 2/3 2.3. PLANT MATERIALS 2.3.1. QUALITY: PROVIDE TREES, SHRUBS, AND OTHER PLANTS OF SIZE, GENUS, SPECIES, AND VARIETY SHOWN AND SCHEDULED FOR LANDSCAPE WORK AND COMPLYING WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK." 2.3.2. CONTAINER STOCK (1 GAL., 5 GAL., 15 GAL., BOXES) SHALL HAVE GROWN IN CONTAINER FOR AT LEAST SIX MONTHS, BUT NOT OVER TWO YEARS. NO CONTAINER PLANTS THAT HAVE CRACKED OR BROKEN BALLS OF EARTH, WHEN TAKEN FROM THE CONTAINER, SHALL BE PLANTED, EXPECT UPON SPECIAL APPROVAL, NO TREES WITH DAMAGED ROOTS OR BROKEN BALLS SHALL BE PLANTED. 2.3.3. TREES: PROVIDE TREES OF HEIGHT AND WIDTH SCHEDULED OR SHOWN AND WITH BRANCHING CONFIGURATION RECOMMENDED BY ANSI Z60.1 FOR TYPE AND SPECIES REQUIRED, UNLESS OTHERWISE SPECIFIED QUANTITIES SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK SHOWN ON DRAWINGS, PROVIDE SINGLE STEM TREES EXCEPT WHERE SPECIAL FORMS ARE SHOWN OR LISTED. 2.3A SHRUBS: PROVIDE SHRUBS OF THE HEIGHT AND WIDTH SHOWN OR LISTED REQUIRED BY ANSI Z60.1 FOR TYPE AND HEIGHT OF SHRUB REQUIRED. 2.7. MISCELLANEOUS LANDSCAPE MATERIALS 2.7.1. STAKING MATERIAL: STAKES SHALL BE OF LODGEPOLE PINE. THESE SHALL BE STRAIGHT SHAFTS, SHAVED AND CUT CLEAN AND BARE OF BRANCHES AND STUBS, OF UNIFORM THICKNESS WITH A MINIMUM DIAMETER OF 2 INCHES, FREE OF LOOSE KNOTS, SPLITS OR BENDS. STAKES SHALL BE NO LESS THAN TEN (10) FEET IN LENGTH. TREE TIES SHALL V.I.T. CINCH -TIE OR APPROVED EQUAL. PART 3 - EXECUTION 3.1. PREPARATION - GENERAL 3.1.1. LAY OUT PLANTING AREAS SHALL MEAN ALL AREAS TO BE PLANTED WITH TREES, SHRUBS, GROUNDCOVERS AND AREAS FOR MULTIPLE PLANTINGS. STAKE LOCATIONS AND OUTLINE AREAS AND SECURE LANDSCAPE ARCHITECT'S ACCEPTANCE BEFORE START OF PLANTING WORK. MAKE MINOR ADJUSTMENTS AS MAY BE REQUIRED. 3.1.2. ALL ROCK AND OTHER GROWTH OR DEBRIS ACCUMULATED DURING THE DURATION OF THE PROJECT SHALL BE REMOVED FROM THE SITE. UPON COMPLETION OF ALL GRADING OPERATIONS, SOIL SAMPLES (3 LOCATIONS MIN.) SHALL BE TAKEN BY THE CONTRACTOR AND ANALYZED BY A SOIL LABORATORY. THE RESULTS OF THESE TESTS ARE TO BE REVIEWED BY THE LANDSCAPE ARCHITECT FOR ANY REQUIRED MODIFICATIONS TO SPECIFIED SOIL PREPARATION. 3.1.3. GRADING AND SOIL PREPARATION WORK SHALL BE PERFORMED ONLY DURING THE PERIOD WHEN BENEFICIAL AND OPTIMUM RESULTS MAY BE OBTAINED, IF THE MOISTURE CONTENT OF THE SOIL SHOULD REACH SUCH A LEVEL THAT WORKING IT WOULD DESTROY SOIL STRUCTURE, SPREADING AND GRADING OPERATIONS SHALL BE SUSPENDED UNTIL THE MOISTURE CONTENT IS INCREASED OR REDUCED TO ACCEPTABLE LEVELS AND THE DESIRED RESULTS ARE LIKELY TO BE OBTAINED. 3.1.4. ALL SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT OF ANY DISCREPANCY BETWEEN THE DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS. 3.1.5. QUANTITIES FOR PLANT MATERIALS ARE SHOWN FOR CONVENIENCE ONLY, AND NOT GUARANTEED. CHECK AND VERIFY COUNT AND SUPPLY SUFFICIENT NUMBER TO FULFILL INTENT OF DRAWINGS. CERTIFY ANY CLARIFICATIONS WITH THE LANDSCAPE ARCHITECT, ADEQUATELY STAKE, BARRICADE, AND PROTECT ALL IRRIGATION EQUIPMENT, MANHOLES, UTILITY LINES, AND OTHER EXISTING PROPERTY DURING ALL PHASES OF THE SOIL AMENDING PLANTING AND GRADING OPERATIONS. 3.6.4. NO PLANT WILL BE ACCEPTED IF THE ROOTBALL IS BROKEN OR CRACKED, EITHER BEFORE, DURING OR AFTER THE PROCESS OF INSTALLATION. 3.6.5. WATER BASIN SHALL BE FORMED AROUND EACH TREE AND SHRUB PER DETAIL. ALL PLANTS SHALL BE THOROUGHLY WATERED INTO THE FULL DEPTH OF EACH PLANT HOLE IMMEDIATELY AFTER PLANTING, 3.6.6. PRUNE, THIN OUT, AND SHAPE TREES AND SHRUBS IN ACCORDANCE WITH STANDARD HORTICULTURAL PRACTICE, PRUNE TREES TO RETAIN REQUIRED HEIGHT AND SPREAD, UNLESS OTHERWISE DIRECTED BY LANDSCAPE ARCHITECT, DO NOT CUT TREE LEADERS, AND REMOVE ONLY INJURED OR DEAD BRANCHES FROM FLOWERING TREES, IF ANY. PRUNE TREES AND SHRUBS TO RETAIN NATURAL CHARACTER, 3.6.7. REMOVE AND REPLACE EXCESSIVELY PRUNED OR MISFORMED STOCK RESULTING FROM IMPROPER PRUNING. 3.6.8. GUY AND STAKE TREES IMMEDIATELY AFTER PLANTING, AS INDICATED. ALL TREES, 24- BOX AND SMALLER SHALL BE STAKED (OR GUYED) AS INDICATED ON DRAWINGS. THE STAKES SHALL BE DRIVEN IN PLUMB AND SECURE. SPECIAL CARE SHALL BE TAKEN THAT THE DRIVING IN OF THE STAKE DOES NOT DAMAGE THE TREE ROOTS OR ROOTBALL. TREE TIES SHALL BE FASTENED PER DETAIL. 3.9. PLANTING GROUND COVER 3.9.3. DECOMPOSED GRANITE/DECORATIVE ROCK. PROVIDE NOT LESS THAN A 2" THICKNESS OF DECOMPOSED GRANITE/DECORATIVE ROCK IN PLANTING AREAS SPECIFIED, 3.10. POST FERTILIZATION 3.10.1. POST FERTILIZATION FOR ALL AREAS (18-6-8) SHALL OCCUR 45 DAYS AFTER PLANTING AT A RATE OF 8 LBS. PER 1,000 SQ. FT. 3,11, MAINTENANCE PERIOD 3.11.1. THE MAINTENANCE PERIOD BEGINS ON THE FIRST DAY AFTER ALL LANDSCAPE AND IRRIGATION WORK AND ALL OTHER INDICATED OR SPECIFIED WORK ON THIS PROJECT IS COMPLETE, CHECKED, ACCEPTED AND WRITTEN APPROVAL FROM THE LANDSCAPE ARCHITECT IS GIVEN TO BEGIN THE MAINTENANCE PERIOD, ARE F T TO J.H.L. THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL INVOLVED AS 0 HE CON ACT DURING THE 3.1.6. UPON DELIVERY OF MATERIAL AND/OR COMPLETION OF ALL SOIL CONDITIONING AND GRADING BUT PRIOR TO PROGRESS OF THE WORK AND DURING THE MAINTENANCE PERIOD UNTIL THE FINAL ACCEPTANCE OF THE WORK, INITIATING PLANTING OPERATIONS, THE LANDSCAPE ARCHITECT WITH THE HERETOFORE SPECIFIED SIGNED COPIES OF 3.11.3. REGULAR PLANTING MAINTENANCE OPERATIONS SHALL BEGIN IMMEDIATELY AFTER EACH PLANT OR LAWN IS REQUIRED CERTIFICATES, TRIP SLIPS, AND INVOICES FOR SOIL PREPARATION MATERIALS, SHALL INVOICE SUCH PLANTED. PLANTS AND LAWNS SHALL BE KEPT IN A HEALTHY, GROWING CONDITION AND IN A VISUALLY PLEASING MATERIAL, COMPARING THE TOTAL QUANTITIES OF EACH MATERIAL FURNISHED AGAINST THE TOTAL AREA TO EACH APPEARANCE BY WATERING, PRUNING, MOWING, ROLLING, TRIMMING, EDGING, FERTILIZING, RE -STAKING, PEST AND OPERATION. IF THE MINIMUM RATES OF APPLICATION HAVE NOT BEEN MET, THE LANDSCAPE ARCHITECT WILL REQUIRE DISEASE CONTROLLING, SPRAYING, WEEDING, CLEANING -UP AND ANY OTHER NECESSARY OPERATION, THE DISTRIBUTION OF ADDITIONAL QUANTITIES OF THESE MATERIALS TO FULFILL THE MINIMUM APPLICATION REQUIREMENTS SPECIFIED AT NO COST TO OWNER, 3.11.4. THE MAINTENANCE PERIOD SHALL CONTINUE UNTIL FINAL ACCEPTANCE, BUT IN NO CASE, LESS THAN FOLLOWING PERIOD: 3.2. FINISH GRADING 3.11.4.1. 30 DAYS AFTER SUBSTANTIAL COMPLETION OF PLANTING. 3.2.1, FINISH GRADING: FINISH GRADES SHALL BE AS INDICATED ON THE CIVIL ENGINEER'S DRAWINGS AND LANDSCAPE DRAWINGS. 3.11.5. THE CONTRACT COMPLETION DATE OF THE CON-RACT MAINTENANCE PERIOD WILL BE EXTENDED, WHEN IN THE OPINION OF THE LANDSCAPE ARCHITECT, IMPROPER MAINTENANCE AND/OR POSSIBLE POOR OR UNHEALTHY CONDITION 3.2.2. FINISH GRADES SHALL BE MEASURED AS THE FINAL WATER COMPACTED AND SETTLED SURFACE GRADES; AND OF PLANTED MATERIAL OR UN -ESTABLISHED NON -COVERING LAWNS ARE EVIDENT AT THE TERMINATION OF THE SHALL BE WITHIN PLUS OR MINUS 0.1 FOOT OF THE SPOT ELEVATIONS AND GRADE LINES INDICA TE0 ON THE DRAWING. SCHEDULED MAINTENANCE PERIOD, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL MAINTENANCE OF THE WORK AT NO CHANGE IN CONTRACT PRICE UNTIL ALL i1F THE WORK IS COMPLETED AND ACCEPTABLE. 3.2.3. FINISH GRADES SHALL BE MEASURED AT THE TOP SURFACE OF SURFACE MATERIALS. 3.11.6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE PROTECTION OF THE AREAS. DAMAGED 3.2.4. MOLDING AND ROUNDING OF THE GRADES SHALL BE PROVIDED AT ALL CHANGES IN SLOPE, AREAS SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. 3.2.5. ALL UNDULATIONS AND IRREGULARITIES IN THE PLANTING SURFACES RESULTING FROM TILLAGE, ROTOTILLING 3.11.7. MAINTAIN TREES, SHRUBS, AND OTHER PLANTS BY PRUNING, CULTIVATING, AND WEEDING AS REQUIRED FOR AND ALL OTHER OPERATIONS SHALL BE LEVELED AND FLOATED OUT BEFORE PLANTING OPERATIONS ARE INITIATED. HEALTHY GROWTH. RESTORE PLANTING WATER BASINS. TIGHTEN AND REPAIR STAKE AND GUY SUPPORTS AND RESET 3.2.6. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO SPRINKLER HEADS, TREES AND SHRUBS TO PROPER GRADES OR VERTICAL POSITION AS REQUIRED. SPRAY AS REQUIRED TO KEEP TREES IRRIGATION LINES, AND OTHER UNDERGROUND UTILITIES DURING HIS GRADING AND CONDITIONING OPERATIONS. AND SHRUBS FREE OF INSECTS AND DISEASE. 3.2.7. FINAL FINISH GRADES SHALL INSURE POSITIVE DRAINAGE OF THE SITE WITH ALL SURFACE DRAINAGE AWAY FROM 3.12. CLEANUP AND PROTECTION BUILDINGS, WALLS, AND TOWARD ROADWAYS, DRAINS AND CATCH BASINS. 3.12.1. DURING LANDSCAPE WORK, KEEP PAVEMENTS CLEAN AND WORK AREA IN AN ORDERLY CONDITION. 3.2.8. FINAL GRADES SHALL BE ACCEPTABLE TO THE LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS WILL BE ALLOWED TO BEGIN. 3.12.2. PROTECT LANDSCAPE WORK AND MATERIALS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS, OPERATIONS BY OTHER CONTRACTORS AND TRADES, AND TRESPASSERS. MAINTAIN PROTECTION DURING INSTALLATION AND 3.2.9. PLANTING SURFACES SHALL BE GRADED WITH NO LESS THAN 2 PERCENT SURFACE SLOPE FOR POSITIVE MAINTENANCE PERIODS. TREAT, REPAIR, OR REPLACE DAMAGED LANDSCAPE WORK AS DIRECTED. DRAINAGE UNLESS OTHERWISE NOTED ON PLANS. 3.4. DEEP WATERING AND WEED -ABATEMENT: END OF SECTION 02900 3.4.1. AFTER COMPLETE INSTALLATION AND TESTING OF THE IRRIGATION SYSTEM, AND PREPARATION OF PLANTING AREAS, ALL PLANTING AREAS SHALL BE DEEP WATERED AND COMPACTED AND SETTLED BY CONTINUOUS APPLICATION OF IRRIGATION WATER UNTIL THE SOIL IS MOIST TO A MINIMUM DEPTH OF 8". 3.4.2. CARE SHALL BE TAKEN THAT THE RATE OF APPLICATION OF WATER DOES NOT CAUSE EROSION OR SLUFFING OF SOILS. 3.4.3. ALL DEPRESSIONS, VOIDS, EROSION SCARS AND SETTLED TRENCHES GENERATED BY THE DEEP WATERING SHALL BE FILLED WITH CONDITIONED TOPSOIL AND BROUGHT TO FINISH GRADE. 3.5. EXCAVATION FOR TREES AND SHRUBS 3.5.1. CONTAINER GROWN STOCK IN CANS SHALL BE CUT ON TWO SIDES WITH AN APPROVED CAN CUTTER. STOCK GROWN IN BOXES SHALL HAVE BOTTOMS REMOVED. ALL USED CONTAINERS SHALL BE REMOVED TO THE STORAGE AREAS OR FROM THE SITE. EACH TREE AND SHRUB SHALL BE PLACED IN THE CENTER OF THE HOLE AND SHALL BE SET PLUMB, REMOVE SIDES OF BOXES WHERE REQUIRED, AND HELD RIGIDLY IN POSITION UNTIL THE PLANTING BACKFILL HAS BEEN TAMPED FROM AROUND EACH ROOT BALL, 3.5.1.1. FOR CONTAINER -GROWN STOCK, EXCAVATE AS SPECIFIED FOR SIZE OF CONTAINER WIDTH AND DEPTH. 3.5.1.2. DISPOSE OF EXCESS SUBSOIL REMOVED FROM PLANTING EXCAVATIONS. 3.5.1.3. FILL EXCAVATIONS FOR TREES AND SHRUBS WITH WATER AND ALLOW WATER TO PERCOLATE OUT PRIOR TO PLANTING. 3.6. PLANTING TREES AND SHRUBS 3.6.1. SET CONTAINER GROWN STOCK AS SPECIFIED, CUT CANS ON 2 SIDES WITH AN APPROVED CAN CUTTER; REMOVE BOTTOMS OF WOODEN BOXES AFTER PARTIAL BACKFILLING SO AS NOT TO DAMAGE ROOTBALLS. ALL USED CONTAINERS SHALL BE REMOVED TO THE STORAGE AREAS OR FROM THE SITE. EACH TREE AND SHRUB SHALL BE OV12-06-22 PLACED IN THE CENTER OF THE HOLE AND SHALL BE SET PLUMB AND HELD RIGIDLY IN POSITION UNTIL THE PLANTING BACKFILL HAS BEEN TAMPED FROM AROUND EACH ROOT BALL, LANDSCAPE PLANS PREPARED FOR: CONTOUR INTERVAL: 1' 3.6.2. ALL PLANTS SHALL BE SET AT SUCH A LEVEL THAT AFTER SETTLING, THEY BEAR THE SAME RELATIONSHIP TO G O LD E R RANCH THE SURROUNDING FINISH GRADE AS THEY BORE TO THE SOIL LINE GRADE IN THE CONTAINER. FIRE STATION 3.6.3. PLANTING TABLETS SHALL BE PLACED IN EACH TREE -PLANTING HOLE AT THE FOLLOWING RATE: LANDSCAPE �PNDSCq p t\f ICATE. "Y SPECIFICATIONS ��`36734 "° �y RECORDED IN BOOK 33, PAGE 82 3.6.3.1. 1-21 GRAM TABLET PER 1—GALLON CONTAINER. W MARK E. rr' SECTION 10, TOWNSHIP 12 SOUTH, RANGE 13 EAST, GILA & 3.6.3.2. 3-21 GRAM TABLETS PER 5-GALLON CONTAINER. °` o FELLIN r� SALT RIVER MERIDIAN, PIMA COUNTY, TOWN OF ORO VALLEY, 3.6.3.3. 4-21 GRAM TABLETS PER 15-GALLON CONTAINER. of .a� ARIZONA. 3.6.3.4. 1-21 GRAM TABLET PER EACH 4 INCH OF BOX SIZE. qA.S' "ed' .cP SCALE: PROJ# 3434 NO. I BY I DATE I REVISION DRAWN BY: LSH 10-18-06 SHEET: CHECKED BY: MEF 5 OF 6 I: \2474\3434\landscape \const docs\3434lc05.dwg Plotted: Oct. 18, 2006 SECTION 02810 - UNDERGROUND IRRIGATION SYSTEM 2.3.3. QUICK COUPLER VALVES SHALL BE OF THE SIZE AND TYPE DESIGNATED ON THE DRAWINGS. 3.2.2. INSTALLATION OF POLYVINYL CHLORIDE PIPE: 3.2.11.2. NOZZLE SIZE OF ALL HEADS SHALL BE ADJUSTED TO SUIT ANY PARTICULAR CONDITIONS OF THE AREA, THIS SHALL BE DONE AFTER THE SYSTEM HAS BEEN THOROUGHLY TESTED, PART 1 - GENERAL 1,1. RELATED DOCUMENTS: 1.1.1. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION-1 SPECIFICATION SECTIONS, APPLY TO WORK OF THIS SECTION. 1.2. DESCRIPTION OF WORK: 1.2.1. THE WORK CONSISTS OF FURNISHING LABOR, TOOLS, MACHINERY, MATERIALS, AND PROCESSES REQUIRED COMPLETING THE SPRINKLER IRRIGATION SYSTEM DESCRIBED HEREIN AND SHOWN ON THE DRAWINGS. 1.2.2. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO INDICATE AND SPECIFY A COMPLETE IRRIGATION SYSTEM INSTALLED READY FOR USE WITHOUT FURTHER COST IN LABOR OR MATERIALS TO THE OWNER. 1.3. QUALITY ASSURANCE: 1,3.1. SUBCONTRACT WORK TO A SINGLE FIRM SPECIALIZING IN IRRIGATION WORK, CONTRACTOR SHALL POSSESS ALL LICENSES AND PERMITS REQUIRED PERFORMING THE WORK OF THIS CONTRACT INCLUDING AN A-21 LANDSCAPING LICENSE. 1.4. SUBMITTALS: 1.4.1. THE CONTRACTOR SHALL FURNISH THE ARTICLES, EQUIPMENT, MATERIALS OR PROCESSES SPECIFIED BY NAME IN THE DRAWINGS AND SPECIFICATIONS. NO SUBSTITUTION WILL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT, OR THE OWNER'S AUTHORIZED REPRESENTATIVE. 1.4.2. THE CONTRACTOR SHALL SUBMIT TO THE LANDSCAPE ARCHITECT CATALOG DATA AND FULL DESCRIPTIVE LITERATURE FOR APPROVAL OF ITEMS DIFFERENT THAN THOSE SPECIFIED. 1.4.3. EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT THE PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT MAY BE REJECTED AND THE CONTRACTOR REQUIRED TO REMOVE SUCH MATERIALS FROM THE SITE AT HIS OWN EXPENSE. 1.4.4. APPROVAL OF ANY ITEM, ALTERNATE OR SUBSTITUTE INDICATES ONLY THAT THE PRODUCT(S) APPARENTLY MEET THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS ON THE BASIS OF THE INFORMATION OR SAMPLES SUBMITTED. 1.4.5. MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF HIS LIABILITY UNDER THE GUARANTEE. SUCH WARRANTY SHALL ONLY SUPPLEMENT THE GUARANTEE. 1.5. GUARANTEE: 1,5.1, FURNISH GUARANTEE IN ACCORDANCE WITH THE GENERAL CONDITIONS, FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE - AT THE CONCLUSION OF THE MAINTENANCE PERIOD ON COMPLETE WATER IRRIGATION SYSTEM, INCLUDING NON -SETTLING OF THE BACKFILL IN TRENCHES WHICH, IF OCCURS, SHALL BE CORRECTED, INCLUDING REPAIRS AND/OR REPLACEMENT OF ANY MATERIAL DAMAGED THEREBY OR THEREFROM, 1,51 MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF HIS LIABILITY UNDER THE GUARANTEE SUCH WARRANTY SHALL ONLY SUPPLEMENT THE GUARANTEE. PART 2 - PRODUCTS 2.1. MATERIALS: 2.1,1. PRESSURE PIPE: 2.1.1.1. PVC PLASTIC PRESSURE LINES: FOR PIPING UPSTREAM OF REMOTE CONTROL VALVES AND QUICK COUPLERS. ALL TWO (2) INCHES AND LARGER SHALL BE CLASS 315 POLYVINYL CHLORIDE (PVC) SIMPSON OR APPROVED EQUAL. ALL ONE AND ONE-HALF (1-1/2) INCHES AND SMALLER SHALL BE TYPE I, GRADE 2, DESIGNATED AS PVC 1220, SCHEDULE 40. 2.1.2. NON -PRESSURE PIPE: (DOWNSTREAM FROM REMOTE CONTROL VALVES): COMPLY WITH FOLLOWING: 2.1.2.1. PLASTIC NON -PRESSURE LINES: FOR PIPING DOWNSTREAM OF REMOTE CONTROL VALVES, TYPE 1, GRADE 2 (IMPACT MODIFIED), AS DESIGNATED AS PVC 1220, CLASS 200, (SDR21), CONFORMING TO COMMERCIAL STANDARDS CS256-63. 2.1.3. IDENTIFICATION: FURNISH PLASTIC PIPE CONTINUOUSLY AND PERMANENTLY MARKED WITH FOLLOWING INFORMATION: MANUFACTURER'S NAME OR TRADE MARK, SIZE, CLASS AND TYPE OF PIPE, WORKING PRESSURE AT 73.4 DEGREES F., AND NATIONAL SANITATION FOUNDATION (NSF) RATING. 2.1.4, BRASS PIPE: BRASS PIPE SHALL BE IPS STANDARD WEIGHT 125 POUNDS, 85% RED BRASS. 2.2. PIPE FITTINGS AND CONNECTIONS: 2.2.1, POLYVINYL CHLORIDE PIPE FITTINGS AND CONNECTIONS: TYPE II, GRADE 1, SCHEDULE 40, HIGH IMPACT MOLDED FITTINGS, MANUFACTURED FROM VIRGIN COMPOUNDS AS SPECIFIED FOR PIPING TAPERED SOCKET OR MOLDED THREAD TYPE, SUITABLE FOR EITHER SOLVENT WELD OR SCREWED CONNECTIONS. MACHINE THREADED FITTINGS AND PLASTIC SADDLE AND FLANGE FITTINGS ARE NOT ACCEPTABLE. FURNISH FITTINGS PERMANENTLY MARKED WITH FOLLOWING INFORMATION: NOMINAL PIPE SIZE, TYPE AND SCHEDULE OF MATERIAL AND NATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVAL. PVC FITTING SHALL CONFORM TO ASTM D2464 AND D2466. 2.2.2. BRASS PIPE FITTINGS AND CONNECTIONS: STANDARD 125 POUND CLASS 85% RED BRASS FITTINGS AND CONNECTIONS. 2.2.3. FOR COPPER TUBING, ANSI B 16.22 WROUGHT COPPER OR CAST BRASS RECESSED SOLDER JOINT TYPE 2.2.4. FLEXIBLE RISERS SHALL BE OF LINE SIZE IPS, PVC PLASTIC THREADED ADAPTERS SECURELY HELD TO APPROXIMATELY 4.6" LONG SYNTHETIC RUBBER OR FLEX -VINYL HOSE SHANKS, 85 POUND MINIMUM. KING BROS., EXCALIBRE OR EQUAL. 2.2.5, SOLVENT CEMENTS SHALL COMPLY WITH ASTM D2564. SOCKET JOINTS SHALL BE MADE PER RECOMMENDED PROCEDURES FOR JOINING PVC PLASTIC PIPE AND FITTINGS WITH PVC SOLVENT CEMENT BY THE PIPE AND FITTING MANUFACTURER AND PROCEDURES OUTLINED IN THE APPENDIX OF ASTM D2564. 2.2.6, THREAD LUBRICANT SHALL BE TEFLON RIBBON -TYPE, OR APPROVED EQUAL, SUITABLE FOR THREADED INSTALLATIONS AS PER MANUFACTURER'S RECOMMENDATIONS. 2.3. VALVES MANUFACTURER'S STANDARD, OF TYPE AND SIZE INDICATED, AND AS FOLLOWS: a 2.3.1, REMOTE CONTROL VALVES SHALL BE OF THE TYPE AND SIZE DESIGNATED ON THE DRAWINGS, 0 U r N r W Y 1745 EAST RIVER ROAD - SUITE 101 L . TUCSON, AZ 85718 520.795.1000 Qo (FAX) 520.322.6956 p ENGINEERING COMPANY rickengineering.com Tucson Phoenix San Diego Riverside Orange Sacramento N I: \2474\3434\landscape\const docs\34341a06.dwg Plotted: Oct. 18, 2006 213.1. QUICK COUPLER KEY SHALL BE OF BRASS/BRONZE WITH A HOSE BIB ASSEMBLY. SUPPLY TWO (2) HOSE BIB ASSEMBLIES. 2.3.4. BALL AND GATE VALVES: SHALL BE OF THE TYPE AND SIZE DESIGNATED ON THE DRAWINGS 2.4. BACKFLOW PREVENTER ASSEMBLY: BACKFLOW PREVENTION DEVICE SHALL BE TYPE AND SIZE INDICATED ON THE PLANS. BACKFLOW DEVICE SHALL BE FITTED WITH RESILIENT SEATED TEST COCKS, AND WITH SEATED SHUT-OFF VALVES CAPABLE OF ISOLATING THE DEVICE FROM THE REST OF THE IRRIGATION SYSTEM, 2.6. VALVE BOXES: 2.6.1. FOR REMOTE CONTROL VALVES: 10" X 19" NOM. PLASTIC VALVE BOX. 2.6.2. FOR BALL VALVE: 8-3/4" DIAMETER PLASTIC VALVE BOX, 2.7. CONCRETE THRUST BLOCK AND SUPPORTS: 2.7.1. ALL CONCRETE WORK SHALL BE 2,000-PSI MINIMUM COMPRESSIVE STRENGTH AT TWENTY-EIGHT (28) DAYS, 5-SACK MIX, TOOL FINISHED ON EXPOSED SURFACES. 2.8. AUTOMATIC CONTROL SYSTEM: IRRIGATION CONTROLLER SHALL BE OF THE TYPE AND SIZE DESIGNATED ON THE DRAWINGS. 2.9. AUTOMATIC CONTROL WIRE: 2.9.1. ELECTRIC WIRING RUNS FROM CONTROLLER TO THE AUTOMATIC CONTROL VALVES SHALL BE SOLID, SINGLE CONDUCTOR, COPPERWIRE, 4/64 IN. INSULATION, 4/64 IN. NEOPRENE JACKET, STYLE DB (DIRECT BURIAL) OR EQUAL, COLOR CODE WIRES TO EACH VALVE SHALL BE RED AND COMMON WIRE SHALL BE BLACK. WIRES SHALL CONFORM TO FEDERAL SPECIFICATION JC-30. 2.11. DRIP IRRIGATION COMPONENTS: ALL DRIP IRRIGATION COMPONENTS SHALL BE AS SPECIFIED, OR EQUAL. PART 3 - EXECUTION 3,1. SYSTEM DESIGN: 3.1.1. ALL SCALED DIMENSIONS ARE APPROXIMATE. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS ON THE SITE PRIOR TO PROCEEDING WITH WORK UNDER THIS CONTRACT. 3.1.2. THE CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING UTILITIES SUCH AS POWER, TELEPHONE, DOMESTIC WATER, WATER, AND TILE DRAINS. THE CONTRACTOR SHALL TAKE EXTREME CARE WHEN EXCAVATING OR WORKING IN THESE AREAS AND COORDINATION AND COOPERATION BETWEEN THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR IS REQUIRED AS THE WORK PROGRESS TO THE AREA. CONTRACTOR SHALL GIVE 24 HOURS NOTICE TO REPRESENTATIVE AS WORK PROGRESSES TO UNDERGROUND UTILITY AREAS. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY UTILITIES. 3.1.3. SHOULD UTILITIES NOT LOCATED OR MARKED BE FOUND DURING EXCAVATION, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER AND SHALL DISCONTINUE WITH WORK IN THE AREA, EXCEPT NECESSARY EMERGENCY WORK, TO REPAIR OR PREVENT DAMAGE UNTIL INSTRUCTIONS ARE GIVEN TO THE CONTRACTOR BY THE OWNER'S REPRESENTATIVE. 3,1.4, FAILURE TO NOTIFY THE OWNER OF DISCOVERY OF SUCH UTILITIES OR DAMAGE THERETO WILL RESULT IN THE CONTRACTOR BEING LIABLE FOR ANY AND ALL DAMAGE CAUSED TO THE UTILITIES AS A RESULT OF HIS ACTIONS. 3.1.5. THE CONTRACTOR SHALL, BEFORE STARTING WORK ON THE IRRIGATION SYSTEM, CAREFULLY NOTE ALL FINISH GRADES IN ORDER TO SATISFY HIMSELF THAT HE MAY PROCEED WITH THE WORK AND TO RESTORE FINISH GRADES TO ORIGINAL CONTOURS BEFORE COMPLETION. 3.1.6. THE INSTALLATION OF ALL IRRIGATION MATERIALS, INCLUDING PIPE, SHALL BE COORDINATED WITH THE LANDSCAPE DRAWINGS TO AVOID INTERFERING WITH THE TREES, SHRUBS, OR OTHER PLANTING. 3.1.7, LAY OUT HEADS/EMITTERS AND MAKE ANY MINOR ADJUSTMENTS REQUIRED DUE TO DIFFERENCE BETWEEN SITE AND DRAWINGS. ANY SUCH DEVIATIONS IN LAYOUT SHALL BE WITHIN THE INTENT OF THE ORIGINAL DRAWINGS, AND WITHOUT ADDITIONAL COST TO THE OWNER. WHEN DIRECTED BY THE OWNER, THE LAYOUT SHALL BE APPROVED BEFORE INSTALLATION. 3.1.8. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS INDICATED ON THE DRAWING WHEN IT IS OBVIOUS IN THE FIELD THAT PREVIOUSLY UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST, THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. 3.2.2.1. BECAUSE OF THE NATURE OF PLASTIC PIPE AND FITTINGS, EXERCISE CAUTION IN HANDLING, LOADING AND STORING, TO AVOID DAMAGE. 3.2.2.2. THE PIPE AND FITTINGS SHALL BE STORED UNDER COVER UNTIL USING, AND SHALL BE TRANSPORTED IN A VEHICLE WITH A BED LONG ENOUGH TO ALLOW THE LENGTH OF PIPE TO LAY FLAT SO AS NOT BE SUBJECTED TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOAD AT ANY POINT. 3.2.2.3. ANY PIPE THAT HAS BEEN DENTED OR DAMAGED SHALL BE DISCARDED UNLESS SUCH DENT OR DAMAGED SECTION IS CUT OUT AND PIPE REJOINED WITH A COUPLING. 3.2.2.4. TRENCH DEPTH SHALL BE AS SPECIFIED ABOVE FROM THE FINISH GRADE TO THE TOP OF THE PIPE. THE BOTTOM OF THE TRENCH SHALL BE FREE OF ROCKS, CLODS, AND OTHER SHARP -EDGED OBJECTS. 3.2.2.5. PIPE ENDS AND FITTINGS SHALL BE WIPED WITH "MEK" PRIMER, OR APPROVED EQUAL, BEFORE WELDING SOLVENT IS APPLIED. WELDED JOINTS SHALL BE GIVEN A MINIMUM OF 15 MINUTES TO SET BEFORE MOVING OR HANDLING. ALL FIELD CUTS SHALL BE BEVELED TO REMOVE BURRS AND EXCESS MATERIAL BEFORE FITTING AND GLUING TOGETHER. 3.2.2.6. PIPE SHALL BE SNAKED FROM SIDE -TO -SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION. 3.2.2.7. CENTER LOAD PIPE WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING AND SLIPPING UNDER PRESSURE. LEAVE JOINTS EXPOSED FOR SITE OBSERVATION DURING TESTING, 3.2.2.8. NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL SITE OBSERVATION HAS BEEN COMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOLVENT WELD SETTING AND CURING. 3.2.2.9. PLASTIC TO METAL JOINTS SHALL BE MADE WITH PLASTIC MALE ADAPTERS, METAL NIPPLE HAND TIGHTENED, PLUS ONE TURN WITH A STRAP WRENCH. 3.2.2,10, PLASTIC TO PLASTIC JOINTS: SOLVENT -WELD, USING SOLVENT RECOMMENDED BY PIPE MANUFACTURER ONLY, 3.2.2.11. SOLVENT -WELD JOINTS: ASSEMBLE PER MANUFACTURER'S RECOMMENDATIONS. 3.2.3. INSTALLATION OF METAL PIPE: 3.2.3.1. CUT BRASS PIPING BY POWER HACKSAW, CIRCULAR CUTTING MACHINE USING AN ABRASIVE WHEEL, OR HAND HACKSAW. CUT NO PIPING WITH METALLIC WHEEL CUTTER OF ANY DESCRIPTION. REAM AND REMOVE ROUGH EDGES OF BURRS SO SMOOTH AND UNOBSTRUCTED FLOW IS OBTAINED. 3.2.3.2. CAREFULLY AND SMOOTHLY PLACE THREAD LUBRICANT ON MALE THREAD ONLY. TIGHTEN SCREWED JOINTS WITH TONGS OR WRENCHES. CAULKING IS NOT PERMITTED. 3.2.4. REMOTE CONTROL WIRING: 3.2.4.1. DIRECT BURIAL CONTROL WIRE SIZES: AS SHOWN AND SPECIFIED HEREIN BEFORE. 3.2.4.2. PROVIDE ONE CONTROL WIRE AND ONE COMMON GROUND WIRE TO SERVICE EACH VALVE IN' SYSTEM. PROVIDE 4-FOOT MINIMUM EXPANSION LOOP AT EACH VALVE TO PERMIT REMOVAL AND MAINTENANCE OF VALVES. 3.2.4.3. INSTALL CONTROL WIRES AT LEAST 12" BELOW FINISH GRADE AND MINIMUM OF 4" FROM ANY PIPE OR FITTINGS EXCEPT AT TERMINAL POINTS. 3.2.4.4. INSTALL CONTROL WIRES AND IRRIGATION PIPING IN COMMON TRENCHES WHEREVER POSSIBLE. 3.2.4.5. CONTRACTOR IS TO RUN AN EXTRA COMMON AND CONTROL WIRE ON EACH LEG OF MAINLINE TO THE FARTHEST RCV BACK TO THE CONTROLLER. 3.2.4.6. CONTROL WIRE SPLICES: ALLOW ONLY ON RUNS OF MORE THAN 300-FEET, SPLICES AS FOLLOWS: 3.2.4.6.1. STRIP OFF MINIMUM OF 2-1/2" OF INSULATION FROM EACH WIRE. 3.2.4.6.2. TWIST ON SCOTCHLOK ELECTRICAL SPRING CONNECTOR, MINIMUM FOUR COMPLETE TURNS. 3.2.4.6,3. SEAL CONNECTOR IN EPDXY RESIN, 3.2.4.6.4. TAPE COMPLETED SPLICE WITH SCOTCH 33 ELECTRICAL TAPE. 3.2.4.7. NUMBERING AND TAGGING: IDENTIFY DIRECT BURIAL CONTROL WIRES FROM AUTOMATIC VALVES TO TERMINAL STRIPS OF CONTROLLER AT TERMINAL STRIP BY TAGGING WIRE WITH NUMBER OF CONNECTED VALVES. 3.2.5, AUTOMATIC SPRINKLER CONTROLLER: IRRIGATION CONTROLLER SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATION IN LOCATION DETERMINED BY OWNER'S REPRESENTATIVE. 3.1.9. WATER SUPPLY: THE CONTRACTOR SHALL CONNECT TO THE WATER SOURCE AS INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL VERIFY STATIC PRESSURE AS STATED ON THE PLANS PRIOR TO BEGINNING WORK. IF STATIC 3.2.6. REMOTE CONTROL VALVES: PRESSURE OR POINT OF CONNECTION DIFFER FROM THAT SHOWN ON THE PLANS, THE CONTRACTCR WILL PROMPTLY NOTIFY LANDSCAPE ARCHITECT BEFORE STARTING WORK. 3.2.6.1, INSTALL REMOTE CONTROL VALVES IN LOCATIONS APPROXIMATELY AS SHOWN ON THE DRAWINGS, WITH A COVER OF 8 INCHES MINIMUM OVER TOP OF FLOW CONTROL STEM. INSTALL A UNION TYPE CONNECTION. FIT WITH 3.1.10. WORKMANSHIP AND PROCEDURE: THE ROUTING OF THE PRESSURE SUPPLY LINES AS INDICATED ON THE PLASTIC VALVE BOX AND COVER. DRAWINGS IS DIAGRAMMATIC. LOCATE ALL PRESSURE SUPPLY LINES IN PLANTING AREAS. CROSS PERPENDICULAR UNDER PAVEMENT IN A SLEEVE AS DESCRIBED IN THESE SPECIFICATIONS. 3.2. INSTALLATION: 3.2,1. GENERAL: UNLESS OTHERWISE INDICATED, COMPLY WITH REQUIREMENTS OF UNIFORM PLUMBING CODE. 3.2,1.1, EXCAVATION OF TRENCHES: EXCAVATE TRENCHES, PREPARE SUB -GRADE AND BACKFILL TO LINE AND GRADE WITH SUFFICIENT ROOM FOR PIPES FITTINGS, TESTING AND INSPECTING OPERATIONS. DO NOT BACKFILL UNTIL THE PIPE SYSTEM HAS BEEN SUBJECTED TO A HYDROSTATIC TEST AS SPECIFIED. 3.2.1.2. DEPTH OF TRENCH: 3.2.1.2.1. POLYVINYL CHLORIDE (PVC) PRESSURE MAINLINE ............................24" MIN. 3.2.1.2.2. POLYVINYL CHLORIDE (PVC) INTERMITENT-PRESSURE MAINLINE ..... 18" MIN. 3.2.1.2.3. POLYVINYL CHLORIDE (PVC) LATERAL..............................................12" MIN.. 3.2.1.2.4, POLYETHYLENE LATERAL.....................................................................8" MIN.SHALL 3.2.1.2.3. 1/4" DISTRIBUTION TUBING ...........................................................PER DETAIL 3,2,1,3. SUBSOIL SHALL BE FREE OF ALL ROCKS OVER ONE (1) INCH DIAMETER, DEBRIS, AND LITTER PRIOR TO USE AS BACKFILL. 3.2.1.4. REPAIR ANY LEAKS AND REPLACE ALL DEFECTIVE PIPE OR FITTINGS UNTIL LINES MEET TEST REQUIREMENTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN CHECKED AND APPROVED FOR TIGHTNESS, QUALITY OF WORKMANSHIP AND MATERIALS. 3.2.1.5. BACKFILL TRENCHES, AFTER APPROVAL OF PIPING, WITH SUITABLE AND APPROVED MATERIAL, TAMPING SOIL AROUND PIPE AND THOROUGHLY COMPACTING ALL TRENCH FILLS UNTIL 90% COMPACTION HAS BEEN ACHIEVED, 3.2.1.6. BACKFILL MATERIAL SHALL BE AN APPROVED SOIL, FREE FROM ROCKS AND CLODS. PROVIDE BACKFILL UNDER, AROUND AND ABOVE TOP OF PIPE FOR PVC PLASTIC PIPE AND BRASS PIPING. 3.2.6.2. EACH REMOTE CONTROL VALVE SHALL BE TAGGED WITH "CHRISTY TAG" INDICATING CONTROLLER NUMBER AND SEQUENCE NUMBER. 3.2.7. VALVE BOX: 3.2.7.1. INSTALL VALVE BOXES AS SHOWN ON DETAIL. INSTALL NO MORE THAN ONE VALVE PER BOX. 3.2.7.2. VALVE BOX LIDS SHALL BE BRANDED AS SPECIFIED ON DRAWINGS. 3.2.8. QUICK COUPLER ASSEMBLY: INSTALL ALL QUICK COUPLERS AS INDICATED ON DRAWINGS AND AS DIRECTED. SET ALL VALVES PLUMB AND TRUE TO FINISH GRADE AND A MAXIMUM OF 12 INCHES FROM PAVING, WALKS, HEADERS OR CURBS, AND AS SHOWN ON PLANS AND AS DIRECTED. 3.2.9. BALL AND GATE VALVES: INSTALL APPROXIMATELY WHERE SHOWN AND AS DETAILED. FIT WITH PLASTIC VALVE BOX AND COVER. 3.2.10. BACKFLOW PREVENTER: IRRIGATION BACKFLOW DEVICE SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATION AND IN COMPLIANCE WITH ALL LOCAL AND STATE CODES. 3.2.10.1. EXACT LOCATION AND POSITIONING SHALL BE VERIFIED ON THE SITE. 3.2.11. IRRIGATION HEADS/EMITTERS: 3.2.11.1. ALL IRRIGATION HEADS/EMITTERS SHALL BE INSTALLED AS PER DETAILS SHOWN. 3.2,12. THRUST BLOCKS AND FOOTINGS: THRUST BLOCKS AND FOOTINGS SHALL BE PLACED ON NINETY -PERCENT (90%) MINIMUM COMPACTED OR UNDISTURBED SUB -GRADE. CONSTRUCT TO SHAPES SPECIFIED AND PARALLEL TO WALKWAYS. TOOL FINISH EXPOSED SURFACE. 3.2.14. FLUSHING OF SYSTEMS: AFTER PIPING AND RISERS ARE IN PLACE, BUT PRIOR TO THE INSTALLATION OF THE SPRINKLER HEADS, A FULL HEAD OF WATER SHALL BE USED TO FLUSH OUT THE SYSTEM, AFTER SYSTEM IS THOROUGHLY FLUSHED, CAP ALL RISERS, 3.2.15, POINT OF CONNECTION: CONNECT IN LOCATION INDICATED ON PLAN, ADHERING TO ALL LOCAL CODES. 3.2.15.1. DIELECTRIC PROTECTION: USE DIELECTRIC FITTINGS AT CONNECTION WHERE PIPES OF DISSIMILAR METAL ARE JOINED, 3.2.16. TESTING: 3.2.16.1, GENERAL: NOTIFY ARCHITECT/ENGINEER IN WRITING WHEN TESTING WILL BE CONDUCTED. CONDUCT TESTS IN PRESENCE OF ARCHITECT/ENGINEER. 3.2.16.2. PRESSURE TEST 3.2.16.2.1.ALL PRESSURE LINES SHALL BE TESTED UNDER HYDROSTATIC PRESSURE OF 125 LBS. PER SQUARE INCH AND ALL NON -PRESSURE LINES SHALL BE TESTED UNDER THE EXISTING STATIC PRESSURE AND BOTH ARE PROVEN WATERTIGHT. (CONTRACTOR TO SUPPLY ALL EQUIPMENT NEEDED FOR TESTING.) 3.2.16.2.2.PRESSURE SHALL BE SUSTAINED IN THE LINES FOR NOT LESS THAN FOUR HOURS. IF LEAKS DEVELOP, THE JOINTS SHALL BE REPLACED AND THE TEST REPEATED UNTIL THE ENTIRE SYSTEM IS PROVEN WATERTIGHT. 3.2.16.2.3.TESTS SHALL BE OBSERVED AND APPROVED BY THE LANDSCAPE ARCHITECT AND/OR OWNER PRIOR TO BACKFILL. BACKFILLING TRENCHES PRIOR TO INSPECTION WILL NOT BE ALLOWED AND ALL PREMATURELY FILLED TRENCHES SHALL BE SUBJECT TO REOPENING AS DIRECTED BY THE LANDSCAPE ARCHITECT. 3.2.16.4 PRIOR TO BACKFILL OF ALL DRIP TUBING COMPONENTS (INCLUDING DRIP TUBING), EACH ZONE SHALL BE TESTED FOR LEAKS AND ADEQUATE WETTING OF SOIL PER DESIGN CRITERIA. END OF SECTION 02810 OV12-06-22 LANDSCAPE PLANS PREPARED FOR: CONTOUR INTERVAL: ' ,. , GOLDER RANCH IRRIGATION \FICAPq FIRE STATION �,a t�F icAF `'6734 y° ��, RECORDED IN BOOK 33, PAGE 82 SPECIFICATIONS w MARK E. r" SECTION 10, TOWNSHIP 12 SOUTH, RANGE 13 EAST, GILA & o FELLING.ER.. SALT RIVER MERIDIAN, PIMA COUNTY, TOWN OF ORO VALLEY, ARIZONA, ONVdA. vSP SCALE: PROD# 3434 DRAWN BY: LSH 10-18-06 SHEET: NO. BY DATE REVISION ICHECKED BY: MEF 6 OF 6 ?� roan ° v? LJ lei, TOWN OF ORO VALLEY, PLANNING AND ZONING; 11000 N. LA CANADA DRIVE, ORO VALLEY AZ 8573y""`-' PHONE: 520 229-4800 FAX: (520) 742-1022 www.townoforovailey. Conn APPLICATION FORM OV Case # (Office Use Only): Application Type: REVISED LANDSCAPE PLAN A. Project Manager/Developer Name: MARK FELLINGER Firm: RICK ENGINEERING Address: 1745 E RIVER ROAD SUITE 101 City: TUCSON State: AZ Zip: 85718 Telephone: 795-1000 Fax:322-6956 Email: mfellingeraa)rickengineering.com B. Property Owner (s), if more than one owner, attach list Name: CHIEF JOHN FINK Firm: GOLDER RANCH FIRE DISTRICT Address: 3535 E HAWSER STREET City: TUCSON State: AZ Zip: 85739 Telephone: 825-9001 Fax: Email: C. Subject Property Parcel/Tax Code: 224-25-023D Legal Description/Property Address: 10475 N LA CANADA Area of property: 4.25 ACRES Existing Zoning: C-2 Proposed Zoning: C-2 Is Proposed Zoning in conformance with General Plan designation? [ ] N/A [ x ] Yes [ ] No General Plan Designation: Existing Land Use: VACANT (UNDER CONSTRUCTION) Proposed Land Use: FIRE STATION D. Previous Applications Relating To This Property OV8- OV9- OV10- OV11- OV12- 06-22 OV13- E. Reason For Request SCREEN WALL AND LANDSCAPE LOCATION CHANGE DUE TO EXISTING FIELD CONDITIONS AT TIME OF CONSTRUCTION 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. rv-\• 2-21-08 Date Sig Mark Fellinaer From: Ronquillo, David [dronquillo@orovalleyaz.gov]�- Sent: To: Wednesday, February 20, 2008 1:14 PM Mark Fellinger r__ ( , , Subject: RE: Golder Ranch Fire Station OV12-06-22 (REC JN 3434-By_• Tort,".°;^ •rr • i v f Application General.doc Hi Mark, There are no additional fees if the changes are minor. In this case, all you need to do_ is submit an application requesting a "revised landscape" (see attached) and four full size copies. Submit the application to Shirley Gay. Thanks, David -----Original Message ----- From: Mark Fellinger [mailto:mfellinger@rickengineering.com] Sent: Wednesday, February 20, 2008 12:20 PM To: Ronquillo, David Cc: Terry Lee (E-mail); John Fink (E-mail); Bruce Paton Subject: FW: Golder Ranch Fire Station OV12-06-22 (REC JN 3434-B) Hi, David - I'd like to get the revised Fire Station landscape plan submitted as soon as possible, but I need clarification on fees first. Since landscape review fees were originally included in the Dev. Plan review fees, and we're not resubmitting the Dev. Plan, I'm not sure what's required. I assume that the Town will not require the full $1400 Dev. Plan Revision fee that's listed in the fee schedule. Please advise. Thanks -Mark -----Original Message ----- From: Mark Fellinger Sent: Wednesday, February 13, 2008 11:50 AM To: 'Ronquillo, David' Subject: RE: Golder Ranch Fire Station OV12-06-22 (REC JN 3434-B) David - What will the review fee be for the landscape plan resubmittal? -Mark -----Original Message ----- From: Ronquillo, David [mailto:dronquillo@orovalleyaz.gov] Sent: Wednesday, February 13, 2008 9:12 AM 1