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Marriott's Shadow Ridge Phase VIII
'j arri.ott s Shadow e (SEE COVER SHEET FOR Aarn� ® ��= � ,»,< ; PLANT LEGEND NOTES ON LEGEND.) WATER EMITTER ,. Palm Desert California TREES SIZE SPACING QTY USE QUANTITY W'�CATION ' Acacia stenophylla 360 Box 27 0.2 L 3 XB-20PG1032 IRRIGATION EQUIPMENT LEGEND CLUB. X , Shoestring Acacia 20'OC CVWD 0,2 L Phase VIII SYMBOL MANUFACTURER AND MODEL I N T E R N A T 1 0 N A L WATER METER FROM GOLF COURSE, SIZE PER PLAN Acacia aneura 48"Box 26 0.2 L 3 XB-20PC-1032 j o � EXISTING TO REMAIN. VERIFY SERVICE, PRESSURE AND + Mulga 25'OC CW11D0.2L LANDSCAPE GENERAL NOTES IRRIGATION GENERAL NOTES LOCATION IN FIELD. ELECTRIC SERVICE-PROVIDE BY a group ° Bauhinia mexicana 36"Box 14 0.2 L 3 XB-20PG1032 OWNER. VERIFY SERVICE AND LOCATION IN FIELD. HAYWARD BASKET STRAINER MODEL #72 WITH BALL VICINITY MAP landscape architecture 0Orchid Tree 25'OC CVVVD 0.5 M 1. PLANT MATERIAL TO BE APPROVED BY LANDSCAPE 1. IRRIGATION PLAN IS DIAGRAMMATIC. BID ACCORDINGLY. ADJUST (D VALVES AND 80 MESH MONEL SCREEN--EXISTING TO N land planning I LOCATION OF VALVES TO PROVIDE FULL AND ADEQUATE COVERAGE OR ARCHITECT AND CITY OF PALM DESERT LANDSCAPE REMAIN. 7337 E. Doubletree Ranch ;I INSPECTOR, PRIOR TO INSTALLATION. ADD VALVES/HEADS AS NECESSARY TO ENSURE 100%COVERAGE OF FRI s1 OlneyaTesota 480Box 12 0.2L 3 XB-20PC-1032 WILKINS #510 PRESSURE REGULATOR (SPRING RANGE Road, Suite C-165 tl, " to 2. STAKED TREE LOCATIONS TO BE APPROVED BY LANDSCAPE PLANT MATERIALS.PREVENT OVERSPRAY ON ADJACENT IMPROVEMENTS. Ironwood 30'OC CVWD 0.2 L ARCHITECT PRIOR TO ANY CONSTRUCTION WORK. 75-125 PSI)--EXISTING TO REMAIN. Scottsdale, Arizona 85258 ! ' '' 2. DO NOT VARY SUBSTANTIALLY FROM PLAN WITHOUT PRIOR OWNER/ MASTER CONTROL VALVE. RAIN BIRD MODEL EFB-CP Tel: 602-462-�J000 �. 3° AESTHETIC GRADING TO BE REVIEWED BY LA./OWNER PRIOR Phoenix dad31{Fera'MALE' 16'BTH 17 0.8H 2 BUBBLERS TO THE INSTALLATION OF PLANT MATERIAL. LANDSCAPE ARCHITECT APPROVAL. MAKE NECESSARY FIELD ® ELECTRIC REMOTE CONTROL VALVE. SIZE PER PLAN. Fax 602-462-9001 ADJUSTMENTS TO AVOID OBSTRUCTIONS OR COMPENSATE FOR EXISTING TO REMAIN. LI'' Date Palm-diamond cut trunk/matched height Per Plan CVWD 0.5 M 4. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR DIFFERENCES BETWEEN SITE CONDITIONS AND PLAN. BE RESPONSIBLE DATA INDUSTRIAL MODEL HFS125 FLOW METER. SIZE ��� www.egroupinc.com = PROVIDING FINISHED GRADES. F maiN roU inc.com ; I Parldnsonia'Desert Museum' 48"Box 20 0.2L 3 XB-20PC-1032 5. VERIFY BERM AND RETENTION BASIN LOCATIONS SHOWN ON THESE FOR REVISIONS OR MAJOR DEPARTURES FROM PLAN UNLESS APPROVED PER PLAN EXISTING TO REMAIN. Uj e9 P BY OWNER. 1402 RAIN BIRD PRESSURE-COMPENSATING FLOOD SHADOW RIDGE ROAD PLANS WITH THOSE ON CIVIL DRAWINGS. SHOULD A DISCREPANCY z Palo Verde'Desert Museum' 25'OC CVWD 0.2 L EXIST BETWEEN THE PLANS, NOTIFY THIS OFFICE IMMEDIATELY. BUBBLER (0.5 GPM AT 25 PSI). < GERALD FORD DRIVE ° f' II �- 3. PERFORM THE FOLLOWING; 2 PER PALM--1.0 GPM PER TREE 6. PALMS AND ALL TREES UNCONDITIONALLY GUARANTEED A. VISIT SITE AND VERIFY EXISTING GRADES,CONDITIONS RELATING Washingtonia robusta 18'BTH 15 0.8H 2 BUBBLERS FOR ONE YEAR AFTER INSTALLATION. NIBCO FBV-SERIES FULL-PORT BALL VALVE. SIZE 1 TO PROPOSED CONSTRUCTION. Mexican Fan Palm-skinned trunk/matched height Per Plan CVWD 0.5 M H PER MAINLINE SIZE PER PLAN. ; 7. CONTRACTOR TO BE RESPONSIBLE FOR PROVIDING POSITIVE B. VERIFY UTILITY LOCATIONS PRIOR TO CONSTRUCTION AND MAKE e b DRAINAGE AWAY FROM BUILDINGS DURING THE FINISH GRADING NOTIFICATIONS REQUIRED TO COORDINATE WORK, RAIN BIRD 33D-LRC QUICK COUPLER. INSTALL ON " ' SHRUBS SIZE NOTES QTY PROCESS. INSURE MAXIMUM 3:1 SLOPE IN LANDSCAPE AREAS. C. NOTIFY OWNER/LANDSCAPE ARCHITECT OF DISCREPANCIES MAINLINE PER PLAN. FRANKSINATRA DRIVE sr Date Bougainvillea gl.v.'Torch Glonir' 1 Gallon 19 0.5M 1 XB-20PC-1032 8. PLACE VALVE BOXES (IRRIGATION, GATE VALVE, FLUSH CAP, BETWEEN PLAN AND FIELD CONDITIONS. IC-10A-2" CRISPiN AIR-RELIEF VALVE q�c CALIF WATER FEATURE)IN DECOMPOSED GRANITE/SHRUB AREAS. D. REPAIR DAMAGE TO EXISTING LANDSCAPE AND IRRIGATION. Torch Glow Bougainvillea W OC CVWD 0.5M a PESB-PRS-D SERIES RAIN BIRD ELECTRIC REMOTE PAINTED MOUNTAIN ME UNDER NO CIRCUMSTANCES ARE VALVE BOXES TO BE PLACED IN RESTORE TO 100%CONDITION IN OPERATION AND APPEARANCE CONTROL VALVE WITH PRESSURE REGULATION, SIZE Caosalpinia mexicana 5 Gallon 76 0.5M 1 XB-20PC-1032 A LAWN OR HARDSCAPE AREA. AT NO EXTRA COST TO OWNER. PROJECT SITE ` Mexican Bind of Paradise 8'OC CVWD 0.2 L 9• DO NOT PLANT TREES WITHIN 6'OF BUILDINGS WITHOUT EXPRESS E. NO ADDITIONAL COSTS TO THE OWNER WILL BE ACCEPTED AFTER PER VALVE TAG. BIDDING THIS PROJECT. FAIRWAY DUNES DRIVE Calliandra califomica 5 Gallon 23 0.2UM 1 XB-10PC-1032 WRITTEN APPROVAL OF OWNER AND CITY INSPECTOR. NEW IRRIGATION MAINLINE. SCH. 40 1" THRU 1-1/2"; �► Q� ' t CLASS 315 PVC 2" OR LARGER. � � � •. �Vr' G Red Fairy Duster V OC CVWD 0.5M 10. INFORM LANDSCAPE ARCHITECT/OWNER OF PLANT MATERIAL 4. DETERMINE BID QUANTITIES. QUANTITIES SHOWN ARE FOR OWNERS CLASS 315 PVC LATERAL LINE FOR TURF AREAS UTILITY SYMBOL LEGEND CONCERNS BASED ON PLANTING SEASONWINTER SUMMER Eremophilla maculate'Valentine' 5 Gallon 64 0.2UM 1 XB-10PG1032 (E.G.( , )• CONVENIENCE ONLY. PROVIDE WORK SHOWN ON DRAWINGS AND AS v N • SHOULD LANDSCAPE CONTRACTOR HAVE ANY CONCERNS ABOUT REQUIRED. (BURY 12 BELOW FINISH GRADE). REFER TO UTILITY/CIVIL PLANS FOR DESCRIPTION OF SERVICE AND DESCRIPTION OF SYMBOL. O ,b fin+ Valentine Bush V OC CVWD 0.5M PLANT MATERIAL DUE TO HEAT/FROST OR EXPOSURE, REQUEST A F+�1 COORDINATE ALL MINIMUM CLEARACES WITH LANDSCAPE PLANT MATERIALS. S Salvia leucantha 5 Gallon 27 0.2UM 1 XB-10PC-1032 SUBSTITUTION OR DELAY IN PLANTING PRIOR TO INSTALLATION. CLASS 200 PVC LATERAL LINE FOR PALM BUBBLERS •�..� •� 5. MATERIALS AND WORKMANSHIP SHALL BE TRUE TO TYPE, FORM, FINISH. -o O-- BURY 12" BELOW FINISH GRADE). SYMBOL DESCRIPTION $ Mexican Sage varies CVWD 0.5M ONCE PLANTED, MATERIAL IS SUBJECT TO SPECIFIED REMOVE DAMAGED OR INFERIOR MATERIAL REMOVED FROM SITE ( ) 4 + WARRANTIES. WITHOUT DELAY. _ _ _ CLASS 315 PVC MAINLINE LATERAL LINE AND WIRE O O { © Leucophyllum candidum 5 Gallon 52 0.2UM 1 XB-10PC-1032 I it TREES, SHRUBS, VINES, GROUND COVERS AND TURF WHICH HAVE TRANSFORMER *� g Thundercloud S{Iverieaf 5'OC CVWD 0.5M _ ____ _ SLEEVES-BURY 24" BELOW FINISH EXISTING ROAD Q TO BE REPLACED UNDER TERMS OF GUARANTEE SHALL BE 6. COORDINATE IRRIGATION WORK WITH OTHER WORK. SUB-GRADE. O R.I O Lantana Camara'New Gold' 5 Gallon 99 0.5M 1 XB-20PC-1032 GUARANTEED FOR AN ADDITIONAL 1 YEAR(TREES)AND 90 DAYS CONTROL AND COMMON WIRE #14 AWG-UF DIRECT PULL BOX Cat" V New Gold Lantana V OC CVWD 0.5M (SHRUBS)FROM DATE OF REPLACEMENT. PLANT MATERIALS MUST 7. MAINTAIN EQUIPMENT DURING CONSTRUCTION. MAINTENANCE INCLUDES: NOT SHOWN ,e BURIAL) SOLID COPPER WIRE (BURY WiTH MAIN LINE) - � ��, o BE MAINTAINED IN HEALTH AND VIGOR AND BE ALLOWED TO ATTAIN WATER SCHEDULING,REPLACEMENT OF DEFECTIVE OR DAMAGED UL APPROVED. ® PULL BOX �` C_ Ruellia peninsularis 5 Gallon 62 0.5M 1 XB-20PG-11 NATURAL SIZE AND SHAPE IN ACCORDANCE WITH THE ORIGINALLY EQUIPMENT,ADJUSTMENT AND READJUSTMENT OF HEADS AND OTHER VERIFY ELECTRIC SERVICE POC FOR IRRIGATION ►H FIRE HYDRANT ,. ., r Baja Ruellia 6 OC CVWD 0.5M APPROVED LANDSCAPE PLAN AND PER CITY OF PALM DESERT C . 4.; a T EQUIPMENT. NOT SHOWN CONTROLLER-INSTALL SERVICE PER ELECTRICAL ` ` itY� �;; II Russelia equisetifonnis 5 Gallon 67 0.5M 1 XB-20PC-1032 MAINTENANCE AGREEMENT. DETECTOR CHECK PLANS PROVIDED BY OWNER. n- r ^ �` . < I ,I Coral Fountain 8'OC CVWD 0.5M 12• PLACE TREES MINIMUM 5' FROM SIDEWALKS, PUBLIC ACCESS WAYS 8° SIZE PIPE ACCORDING TO PIPE SCHEDULE.GALLONS PER MINUTE ARE RAIN BIRD MODEL ESP-SAT SERIES IRRIGATION C"� i ' Lam - l"i olt m WATER METER -- �J Z Teooma x'Orange Jubilee' 5 Gallon 36 0.2UM 1 XB-10PG1032 OR REAR OF FIRE HYDRANTS. SHRUBS AT MATURITY, MUST BE 5' CALCULATED BY THE COMBINED EMISSION HEAD OUTPUT DOWNLINE CONTROLLER IN HIGH TECH IRRIGATION STAINLESS r w H I Orange Jubilee 14'OC CVWD 0.5M FROM REAR OF FIRE HYDRANT. NO MATERIAL, OTHER THAN FROM PIPE BEING SIZED. 34 "� •140• f /i y t.�.�t O ~ g GROUND COVER MAY BE PLACED BETWEEN STREET OR ROADWAY STEEL CONTROLLER ENCLOSURE MODEL C� TELECOMMUNICATION HTI ME-SS-LK-E32-SAT-PT-TS TOP MOUNT, WITH CACTI/ACCENT SIZE NOTES QTY AND 5' EITHER SIDE OF FIRE HYDRANT.SHRUBS AND GROUND 9. COORDINATE IRRIGATION SLEEVES LOCATION AND SIZE WITH A MINIMUM RAINGAUGE. ENCLOSURE PER IRRIG. PLAN. 9 GAS VALVE DIAMETER TWICE THE SIZE OF IRRIGATION LINE.EXTEND SLEEVES 12 f r:a COVER SHALL BE SET BACK FROM ALL HARDSCAPE A MIN. OF 1/2 ! r-- -" '-' ' " "' � ; Agave vilmoriniana 5 Gallon 31 0.2L 1 XB-05-1032 THE PLANTS MATURE DIAMETER. INCHES BEYOND EDGE OF PAVEMENT,WALL,WALKS OR CURB. IRRIGATION HEAD LEGEND ! - v a 40 Octopus Agave 8'OC CVWD 0.2 L 13. INSPECT AND REPLACE ROOTBOUND PLANTS WITH SUITABLE PLANTS. 10. ENSURE THE FOLLOWING: PATTEFtrI+ .r �'� ' Z I I' 3 Agave desmettiana 5 Gallon 99 0.2L 1 XB-05-1032 14 NOTIFY'UNDERGROUND SERVICE ALERT'(1.800.227.2600)48 HOURS A. TWO 2"SCH.40 SLEEVES OR LARGER UNDER WALKS, P - APPROVED - Ad o 0 CVWD 0.2 L I' Smooth Agave 8 OC vW PRIOR TO EXCAVATION TO LOCATE UNDERGROUND UTILITIES. HAND WALLS DRIVES WHERE NEEDED. OFFSET SLEEVES TO SYMBOL MANUFACTURER AND�tpp� F H O T S F1NA L� IDSCAPE P�'�}CKAGE '•'' l r Agave bovicomuta 5 Gallon 1 0.2L 1 XB-05-1032 DIG MAY BE REQUIRED. AVOID OBSTRUCTIONS&ALLOW REPLACEMENT OF PIPE. DO NOT SLEEVE RAIN BIRD 6 '��,r t'/ 1-- g 25 11 1.91 U SERIES Lechuguilla Verde PER PLAN CVWD 0.2L PALM DESERT - GENERAL NOTES GASKET FIT PIPEWiTHOUTPRIORAPPROVAL. 1804-SAM-PRS-12Q DATE B. PLACE LINES AND VALVES WITHIN PLANTING BEDS AND TURF POP-UP NOTE 2,3,4 Z Agave deseti 5 Gallon 3 0.2L 1 XB-05-1032 1 APPROVED TEMPORARY SANITARY FACILITIES(LE.CHEMICAL TOILETS SHALL Ds PROJECT LIMITS, RAIN BIRD j Agave PER PLAN CVWD 0.2 L BE ON THE CONSTRUCTION SITE PRIOR TO REQUEST FOR FIRST INSPECTION), C. 100%COVERAGE OF IRRIGATION SYSTEM(HEAD TO HEAD 25 11 1.91 1.2 U SERIES r SECTION 5416 OF THE HEALTH AND SAFETY CODE. 1804-SAM-PRS-12H H O U S T O N / t Agave geminifiora 5 Gallon 2 0.2UM 1 XB-10-1032 SPACING FOR TURF)TO PLANTS REGARDLESS OF TURF POP-UP NOTE 2,3,4 T Y N E R Twin-Flowered Agave PER PLAN CVWD 0.2 L 2, CONTRACTOR AND/OR OWNER SHALL PROVIDE A TRASH BIN TO INSURE SIZE OR TYPE.CONFIRM NON-IRRIGATED AREAS PRIOR TO f SUBMITTINGABID. RAIN BIRD 25 11 1.91 2.4 U SERIES PROPER CLEAN-UP OF ALL BUILDING MATERIALS,ORDINANCE NO.262OF THE 1804-SAM-PRS-12F Architecture c 0.2L 1 XB-05-1032 � NOTE 2,3,4 Interior Design .. Agave parryi 5 Gallon 5 PALM DESERT MUNICIPAL CODE. TURF POP-UP PROJECT ADDRESS: 9 $ Perry's Agave PER PLAN CVWD 0.2 L 11. PROGRAM CONTROLLERS TO MAINTAIN SUFFICIENT FLOW RATES Agave victoriae-reginae 5 Gallon 4 0.2L 1 XB-05-1032 3. STORAGE OF BUILDING MATERIALS OR DEBRIS SHALL BE CONFINED TO THE THROUGHOUT SYSTEM.ADJUST FOR SEASON AND PLANT MATERIAL UNTIL NOTE 1 THE CONTRACTOR SHALL INSTALL PCS SCREENS PER THE . 4400 ROSE RIDGE DR. 13444 C 1 LOT FOR WHICH THE PERMIT IS ISSUED.ADJACENT VACANT PROPERTIES MAY FINAL ACCEPTANCE. LEGEND THIS SHEET ON ALL SPRAY HEADS PALM DESERRTT,, ��qA 922260 Bali Way ( 1, m Queen Victoria Agave PER PLAN CVWD 0.2 L LEGAL DESCRIPTION: { NOT BE UTILIZED FOR THIS PURPOSE UNLESS WRITTEN PERMISSION OF THE Marina FAX 292 E ` $ 0.2L 1 XB-05-1032 OWNER IS ON FILE WITH PALM DESERT.THE PUBLIC RIGHT-OF-WAY SHALL BE ��2 ALL SPRINKLERS AND LATERAL PIPING SHOWN ON THESE A PORTION OF Del Rey 827-5292 Aloe barbadensis 5 Gallon 1 12. PROVIDE IRRIGATION MAINTENANCE AFTER FINAL ACCEPTANCE FOR PLANS ARE TO BE INSTALLED IN THIS PHASE OF WORK. DESIGNATED REMAINDER California 310 Medicinal Aloe PER PLAN CVWD 0.2 L MAINTAINED IN A CLEAR CONDITION AT ALL TIMES UNLESS AN PERIOD INDICATED IN LANDSCAPE SPECIFICATIONS OR 90 DAYS ' ENCROACHMENT PERMIT IS OBTAINED FROM PUBLIC WORKS,PALM DESERT NO. 3 AND PORTIONS OF 90292 827-5009 a WHICHEVER IS GREATER. SHRUB AND TREE IRRIGATION DRIP SYSTEM LEGEND LOT 19 OF TRACT NO. 0 Aloe variegata 5 Gallon 6 0.2L 1 XB-05-1032 MUNICIPAL CODE CHAPTER 8.02. Partridge Breast Aloe PER PLAN CVWD 0.2 L SYMBOL MANUFACTURER AND MODEL PAGES 1 - BOOK Z89, i 4. ADDRESS NUMERALS SHALL.COMPLY WITH PALM DESERT ORDINANCE NO. 13. ALL LATERAL LINES ARE TO BE PVC.THE CONTRACTOR IS TO PROVIDE PAGES 15-26. � 6 0.2L 1 XB-05-1032 1006 SINGLE OR MULTI-PORT EMITTERS TO ALL SHRUBS AND GROUNDCOVER. RAIN BIRD SHRUB SYSTEM - 3/4" CL 200 PVC LATERAL Echinocactus grusonli - / (, Golden Barrel Cactus 12"min.dia. PER PLAN CVWD 0.2 L EMITTER TUBING IS NOT TO EXCEED 10 FEET IN LENGTH.CONTRACTOR IS SUPPLY BURY 12" BELOW FINISH GRADE. OWNER 0.2L 1 xB-05-1032 5. ALL CONTRACTORS SHALL HAVE A CURRENT VALID CITY BUSINESS LICENSE TO ADD PVC LATERALS AS NEEDED TO PROVIDE 100%COVERAGE. RAIN BIRD TREE SYSTEM - 3/4" CL 200 PVC LATERAL I Echinocereus engelmannii - 4 PRIOR TO PERMIT. / MARRIOTT OWNERSHIP `` Hedgehog Cactus 12"min. die. PER PLAN CVWD 0.2 L 14. PAINT NEW AND EXISTING UTILITY BOXES,BACKFLOW PREVENTERS, SUPPLY, BURY 12" BELOW FINISH GRADE. RESORT, INC. Ferocactus acanthodes 3 Ft.Tall 9 0.2L 1 XB-05-1032 6. ALL CONTRACTORS AND/OR OWNERS-BUILDERS MUST SUBMIT CERTIFICATE CONTROLLERS AND OTHER APPERTUNCES TO MATCH ADJACENT " BRETT SUTHERLAND _ _ KISSSUSA BELOW FLOW TUBING PRODUCT WITH 24 O.C. CVWD 0.2 L OF WORKER'S COMPENSATION INSURANCE COVERAGE PRIOR TO THE MATERIALS. EMISSION POINTS FLUSH & AlR-RELIEF VALVES. BURY 6" 6649 WESTWOOD BLVD., REV. COMMENT DATE E) Compass Barrel 12"min.dia. PER PLAN ISSUANCE OF A BUILDING PERMIT PER CALIFORNIA LABOR CODE,SECTION SUITE 200 �# 0.2L 1 XB-05-1032 3700. BELOW FINISH GRADE. ORLANDO FL 32809 I Ferocactus wislizenii 3 Ft.Tall 5 15. LOCATE TAN COLOR(CARSON OR EQUAL)VALVE BOXES(IRRIGATION, CVWD comments 06.04,12 Fishhook Barrel 12"min. die. PER PLAN CVWD 0.2 L 7, GENERAL CONTRACTORS AND/OR OWNERS-BUILDERS SHALL COMPLETE AND GATE VALVE, FLUSH CAP,WATER FEATURE,CONTROL WIRE AND OTHERS) 100-PESB 1 RAIN BIRD ELECTRIC REMOTE CONTROL VALVE (760) 779-0133 Fouquieria splendens 6 Ft.Tall Min. fi-8 Canes 3 0.2L 1 XB-05-1032 SUBMIT A SUB-CONTRACTORS LIST FORM TO THE DEPARTMENT OF CODE IN DECOMPOSED GRANITE/SHRUB AREAS.DO NOT LOCATE VALVE BOXES INSTALL WITH MATCHING SIZE PLASTIC BALL VALVE AND 1st Review Comments 09.30.11 ( COMPLIANCE PRIOR TO REQUEST OR FINAL INSPECTION PER PALM DESERT IN A LAWN OR HARDSCAPE. GREEN VALVE BOXES IN LAWN ONLY IF RBY-SERIES RAIN BIRD WYE STRAINER AND SENNINGER LANDSCAPE ARCHITECT Restart Submittal 08.15.t1 Ocotillo PER PLAN CVWD 0.2 L MUNICIPAL CODE,ORDINANCE NO.60. NECESSARY AND APPROVED BY OWNER. PRESSURE REGULATOR (SEE BELOW). E GROUP tat Review 1.09.09 Hesperaloe parviflora 5 Gallon 11 0.2L 1 XB-05-1032 Red Yucca PER PLAN CVWD 0.2 L 8. PRIOR TO REQUESTING A FOUNDATION INSPECTION,THE OWNER'S ENGINEER ® ON TH FVN OF AL M AUTOMATIC FLUSH VALVE-INSTALL MARK N. CENTRAL SHALL FIELD VERIFY THE BUILDING PAD HEIGHT AND TOP OF FORM HEIGHT,AS ON THE END OF ALL 3/4" LATERAL LINES IN VALVE BOX. 817 N. CENTRALAVE. k8SU 100%CD set 12.0 E Lophocereus s. monstrosus 15 Gallon 1 0.2L 1 XB-05-1032 COMPLYING WIT THE APPROVED GRADING PLAN PER PALM DESERT MUNICIPAL R°wod11 09 RAIN BIRD SHRUB EMITTER MODEL# PFR/FRA24 w/ ONE PHOENIX,AZ 85004"Ilk l38UE DATE 'Sz'J Totem Pole Cactus 3 spear min. PER PLAN CVWD 0.2 L CODE,CHAPTER27-12.190. APPPNDi'XA XB-10PC-1032 EMITTER (LOCATE ON HIGH SIDE) PER TEL: (602�462-9000 I 0 8 Mammillaria microcarpa 5 Gallon 7 FAX: (60 462-9001 i 0.2L 1 XB-05-1032 SHRUB--TOTAL OF 1 GPH PER SHRUB ) t 9. CONSTRUCTION WORK HOURS SHALL BE: )=an"°a`a°eD '"' LANDSCAPE OCVWD 0.2 L - a RAIN BIRD TREE EMITTER MODEL# PFR/FRA24 x/ THREE ix Fishhook 12^min.dia. PER Prvjeotsite: Marrrotts Shadow Ridge B TlaetorParoPlNutttberc2ssts-G XB-20PC-1032 EMITTERS IN A TRIANGULAR PATTERN SET PHASE VIII 2 0,2L 1 XB-05-1032 OCTOBER 1 -APRIL 30 MAY 1 -SEPTEM_BER 30 Opuntia basilariS - MONDAY-FRIDAY 7:00 AM-5:30 PM MONDAY-FRIDAY 6:00 AM-7:00 PM PmjectAssessor'sPueelNumber(APN), Lut 2.T,ar-k 28918 s AROUND TREE ( 2 ON HIGH SIDE) PER TREE. TOTAL OF SHEET i N D EX CVWD 0.2 L SATURDAY 8:00 AM-5:00 PM SATURDAY 8:00 AM-5:00 PM 6 GPH PER TREE. June 4, 2012 ' Beavertail Prickly Pear 4 pad min. PER PLAN p��,n n��rr,cauf�m�a SUNDAY NOT ALLOWED SUNDAY NOT ALLOWED Pn jecit Lo'attom ' _ 0.2L 1 XB-05-1032 SENNINGER PRODUCTS, 3/4 PRESSURE REGULATOR, MODEL DRAWN BY: JEH Opuntia bigelovii 3 Landscape Architecillnig4on Designer/Contractor and Name aril Contact Information: �i 1 P M R--LF 2 0 P SI. PER FLOWS LESS THAN 7 GPM. MODEL Teddy Bear Cholla 3ft min. PER PLAN CVWD 0.2 L ALL GOVERNMENT CODE HOLIDAYS-NOT ALLOWED t\-Jt , L1.0 COVER SHEET CHECK BY- JEH i Opuntia engelmanni - 1 0.2L 1 XB-05-1032 VIOLATION OF THE ABOVE WORK HOURS IS A CITEABLE OFFENSE UNDER PALM a eroaP/Coates hfigOt,onConstdiantS Inc PMR-�-MF 20 PSI. PER FLOWS 8 TO 20 GPM OR MODEL PR-HF 20 PSI PER FLOWS 21 TO 32 GPM L2.0 OVERALL PLAN PROJ.NO.: 204139.10 i DESERT MUNICIPAL CODE,SECTION 9.24.070 InctndedinthisLaudwapoDowtncntationPackageare:(Chwktoindicaeoi=Vleiou) L2.1-2.4 HARDSCAPE ENLARGEMENT PLAN A-D ` 7 @ Englelmann's Prickly Pear 8 pad min. PER PLAN CVWD 0.2 L RAIN BIRD WYE FILTER MODEL RBY075MPTX FILTER W 200 CASE NO.: it x I W*aEfficimUndacapeWoricsheet(Appendix$) MESH SCREEN. PER FLOWS LESS THAN 9 GPM. MODEL L3.1-L3.7 HARDSCAPE DETAILS I t3 2 0.2L° 1 XB-05-1032 WATER CALCULATIONS fAprwndixD1 Opuntia flcus-indica - RBY10OMPTX FILTER PER FLOWS 10 TO 18 GPM. AG L4.1 LANDSCAPE PLAN }' Indian Fig 8 pad min. PER PLAN CVWD 0.2 L GROUNDCOVERS SIZE NOTES QTY WATER USE x 2' MaximttmApplied t�aterAllowance(MAWA): PRODUCTS MODEL 4EH-11/2-B-150 FILTER PER FLOWS 19 3 0.2L 1 XB-05-1032 Conventional Landscape; wsz tUp cubic feeth�roar L5.1 LANDSCAPE DETAILS I` Opuntia microdasys Lantana montevidensis 1 Gallon 44 0.5M 1 XB-20-1032 +RecreationalTurfgramLandscape: 0 100cubtcfwVyear(ifapplieab1e) TO 55 GPM. Bunny Ears Priddy Pear 8 pad min. PER PLAN CVWD 0.2 L Maximum Applied Water Atlowaua: toss 100 cubic fewyear ALL DRIP IRRIGATION WORK TO BE PERFORMED is L6.1 IRRIGATION PLAN Trailing Purple Lantana 8'OC CVWD 0.5M ��1 INDICATED BY NOTES ON THE PLANS. L7.1-7.2 IRRIGATION DETAILS x g Opuntia - 5 0.2L 1 XB-05-1032 ___ 3 Estunated Total Water UsebyHydrowne �1 O Convotvuluscneorum 1 Gallon 65 0.2L 1 XB-10-1032 TurfWu$aydmouw; ,5, l000hicfcovyear # Purple Prickly Pear 8 pad min. PER PLAN CVIWD 0.2 L L8.1-8.8 SPECIFICATIONS 1 Silver Bush Morning Glory 4'OC CVWD 0.2 L 1.4w a<i dfl drozoassxyaroZon10 o toocttbiefe y�r Pecitlanthus macrocarpus 5 Gallon 15 0.2L 1 XB-05-1032 Low Plant ant Hyd nos: a7a 100 cubic bicfefeetAyett Medium Plant Hydrownes:_._.1sa�_I OQ cubic fbarlyogr Wedilia trilobata 1 Gallon 82 0.5M 1 XB-20-1032 Higb Plot Hydroznnes: o 100cubicfeWyear• NOTES 1 CVWD 1 1. ALL 24-VOLT WIRING SHALL BE 14 UFUL DIRECT-BURIAL, SOLID These lanshavebeenreviewed*b the Coachella Valle Water District in accordance Slipper Flower PER PLAN water matures: a 100 cubic feet/year ply Yellow Dot 8 OC CVWD 0.5M Other o ___-,._-1oa�cfeet/yetsr COPPER. # p y y iI ° Stenocereus thurberi 5 Gallon 1 0.2L 1 XB-05-1032 Estimated Total Water Use: ns5 100 cubicfeevyear with Water Code Title 7. Division 1, Chapter 3,Aftide 10.8, Section 65597 et. Seq. Organ Pipe Cactus Oft min. ht. PER PLAN CVWD 0.2 L LANDSCAPE MATERIALS QTY x d. ETWt)rMAwA 2.) ALL PIPE AND WIRING UNDER PAVED SURFACES SHALL BE IN Requiring efficient landscape and irrigation design in cooperation with the local goveming C 'i 0.7H -`- ETW11 L U<�'1S SCHEDULE 40 PVC SLEEVES, WHETHER OR NOT SHOWN. , Yucca gloriosa 15 Gallon 2 0.2L 1 XB-05-1032 'Midiron' Bermuda Turf 2,200 s.f. x S. Lanasc"Dmign,Plan 3.) LOCATE VALVE BOXES IN PLANTER AREAS WHEREVER POSSIBLE agency(City or County). COVER SHEET l � Approval of this drawings by CVWD Staff does not constitute approval to encroach into Spanish Bayonet PER PLAN CVWD 0.2 L Sod X 6, rm tionDesignPlen (NOT IN TURF). s• district and USBR rights-of-way. Trees,plants, walls and permanent structures of any I ' ® Yucca baccata 15 Gallon Multi stem 3 0.2L 1 XB-05-1032 Decomposed Granite. 3/4"DESERT GOLD Screened 2'Min deep 50,430s.f. 4.) CONTRACTOR SHALL PROVIDE THREE #33K QUICK-COUPLER KEYS kind may not be planted or installed in CVWD and USBR easements of right-or-way ° 1 „ _�. Cirading Design Plan Banana Yucca PER PLAN CVWD 0.2 L non-turf planting areas. 1 deep in dust control areas. 8. soil�tanagen,ent Report W/HOSE SWIVELS. without first obtaining an eneroaehmefrt permit from CVWD. 3 0.2UM 1 XB-10-1032 5.) VALVE KEY: CONTROLLER LETTER r Yucca reeurvrfolia 15 Gallon NOTE:- ALL TREES TO BE SINGLE TRUNK j agree t000mply with the requirememsof the wotaofficicntlandw"ordinance,and submit a CONTROLLER TATION NUMBER ' t Pendulous Yucca PER PLAN CVWD 0.2 L complete Landscape Docutnmtatioa Yackege. Yucca ri ida 15 Gallon 2 0.2L 1 xB-05-1032 CENTRAL LEADER WITH BRANCHING TO LETTER �Zlixv__g ns 1-znf t tilarna[t[hvttershtp[ie,orts L = LAWN, D = DRIP, PDate: Ll ® Blue Yucca PER PLAN CVWD 0.2 L BEGIN AT A MINIMUM OF 6 FROM TOP OF Date: Appiicant: = PALM, K = KISSSUSA - L4/",�17 Wafer anagemen u isor ROOTBALL. VALVE SIZE 'SUBSURFACE SYSTEM `tV0 1 M J-1id 9 CVWD Plan # evelop t ervices Supervisor , �. 1 OF 26 .. t �i i, ___ - .i .._._.... __ __ ..___-- __.. 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Doubletree Ranch 2 \\ \ \ `\ \ \ ,\ J \ \•\ /' - // �-�\ \ \ \ /. \ \ t t } f - _....__._. -..._.__- 1\ \\ \ \ 1 =" ,� /�i _ � \\ \, \\ \\ '\ \\ \ 1 `', / Suite C-165 , a \ ``'\ 1 ( - ; \ Scottsdale Arizona 85258 • �..,-, � Road, \ 1. \ \ \ 11 - - - - \ \ \ \\ �" \ \ \ \ \ ---. / I ter- / _ .- --... ._ \ \'\ \, �, \ i TeG fi02-462-9000 �..,. N ' . /' K . / \\ \ \ \ - - i �l�� r `'�'' \ . Q. Fax 602-462-9001.._-.- i \ \\ - \ /i \\ \\ \ t I I • I , www.egroupinc.com ,. `,, ; \ \ \ �� j �= .000 % f..- -- \ \ \ ` b ',, , ', �, i } I ! }, mail•egroupinc.com r \ \ / /�ta" - — / , - -- ; • ` `\, \ 7 i 7, , ,� p �� t` •/ \ -, E �` .fir,.,,(.-,i..., I ete 11 /�% 4�k, ^V I / - ! a y�` \\ i\\ , "o:�, �\ I-:--,-1 - __..___--_- _- � r /fit fj i �CA41F0 ® 4 4 _ i ,� / / o \\ = \ ; — _...___ - _--- i - / ;� �' ---'.. .. ti� f, _ _ -RID E DA -VE "A � � __._ -._--__-._. _ __-__._ ..- _- -_.__ ._.- .__-_ / / / ;/ / - ".-L . 1, : I . I � c i� 0 'm b\ \ .... ..,- . \ !� S� Qd --__ w' r 111� / _i_ \,\ " I ; \ I ---- j " / I 11� . I I 0 TONJ 9-4 % , 4 .40 O/// , 1 / -�- y., Ole- ♦ \ le L.CL O / O \ '.' / \ .0 , V ___..._.L.- �IjNt ' -'~ ' `r r / 1 T \ is i \ ` ! 11 l ^ p / r 'r /, / ,Q \ \\ ` k/ i f \ i / i / y !I A ,; , \, \ j iii / J / a i - _111 , 7 * \ " 1\ '.%'.,.. L- / Ok--. 'I ! L.! /It % O I /Y -11, �,--, jU I \� - \ -1\ '41 Y ! --- ------, I ; F 74 "I ----- -\ "\ N 4* �\L,I " " � \ �11��""' �; /Jr/ I-) __--L-'-..--- - f I L I I i .. < 0, N _- ;1 z ---.- H %*-,4% "I \', \� --*-, ,- --;/ /,-, i 1 -.14-- i 0 < A ,r .? v-- :: I 1 ,4 1\ < N, I/"",'p, \,I �, I I 11 r___ / 1 1 / VX a 11 / " r- I / 1 <-4., z \ /\, j l I i I \ ` ' -�. / __.,* 0 .1 ;' / / `� % \ `� -,_ - \ . ; / ./ r T Y N E R \ \ f, E \ \ . \ / I / '� Architecture 2 \, \ \ ♦` \ IN •\ `R I \ \ ` a° (` '.I -7/ Interior Design t�Q \It - ',•. ♦ \\ I s , / f � Bali Way ,\ \ ♦ \ :. J1 r" +T `�" _.- I l Marina FAX 310 \ ♦ \, Q Del Rey 827-5292 C I , %\ % \ _..-. - ,�` ' �/ �' / J California 310 �\ % \ \ Yl,«� - .._- -----...._ I /, 90292 827-5009 \ 1. \ / / \\ \ ,\% i v V'' p`. V III II / /� / l 4 1 _ \ ` . - _ \ \ \ ` \ y -.� `--_` 11 '\ ``� 11,',\ ` •\\ \ ,\,,\\\ Oo0 0 op OpO°G P.- --�,. - Y. i rhl....I / I/ ./ I� j ` F 1 1. \ \ \ \ `` \ \\` 000c o / J - ' / i 1r fl \\ - I..\ \ \\ � \ \ y's°oo 0 00° I iIf _ COVEM tI ( \\ -/ -- `\'- ` \\ \I- �\ A0�0co o 'oc I aAacwa I ( ( _ \ \ •.. \\-" \`, \ �` \,\ \, vl� ��;!°0 ° o -__ _ _.. i 1 REV. COMMENT DATE i \.\ \ \. 400 00 0 0 . j / _j�( r \ \ \ ftw 0 /� I - - \\ \\ �. `\ \,\ , opo° ° o°o ; - •-_.Ir- .-.-° 1` \`~` r\ - CWIID CO�T1n1enf8 06.04.12 - ' \ is \-•�\ \ - \ O / f t SFr \ ` /` \,\ '\ \ \ `\ \ oo° °P \ _ ` `- \\� _ lot Review Comments 0930J1 t \ \ \\ \ \ ° "o3°a a� "/ o .-- - `''r / \ \ Restart Submittal 06.15.11 o d -, `\\. /�. �' \,\ \ ` - \ \ /`I �° o°o o !/ �� _ n_ o _". tat Review �09 v . _- 1 - _' � `�_..._ -'� \�' `•... ,.�: v0 ° 0°0° Y r \ 'T .�` loci CD set 12 oa oa / , \ \- `\ It 1 ` �_! - l/,i, �oaP°P o00 �, `\14% \\? C �{ .,,\ 18StJE DATE h / \ "\ i ad oo°o°o° o° _ 44* - - \75 - - f _ -, i _ LANDSCAPE \ ' --1 \ P ' --- _ /' f °` _' __ `� - SET PHASE VIII i i ,, ; / -\ r /r' a n' 7 `\ ; _ \ \ /` --\ �:�,,_ \` .... `v` - ��r,� ,awl. June 4, 2012 i^'\ \ r �' -,- ,� DRAWN BY JEH t -�_._ , � \ `� j CHECK BY JEH \�`\ ! ' i `, ' \�. \ \ ' •.�, -- '� PROD.NO: 204139.10 $ \ \ \,--.---,,\- r I f \ /. lam, \ '\ \ ft♦ �` li : ` I / \\ \ ,� awe "'1 , CASE NO # 1 \ T - -. oi- I I 1 ',\ I \\ -\ ` --� f ! t \ \ I / / /1 r� -. `�``.\ \\`"'\ \\ / \ LIA41 / O / 1 _ _ / ' i , i I / \ \ !' v I f \, 1 �: / / l r \\ /r I 1 ,.``-. ---. / 1 /I t+ I � ; i%� t ` ( ,\\\` \\ ---\ \ O , / `l - � .,.,:,,T-:--.-,� - �-,�` �'.. --- 1 j, --� / "" \. -Al �' i `\ / ; % i ; tt � � \`- \_ / ,'-.,/ 4'�1��� �"-� -'- ^- = -- �- - -}t I NORTH 1i �'. I I I I , 1 '. \ I ~r g 1 �:, - �( 00 . . _ ,\\ \'\ \ \\ \._._.._.._. ...___._�_-.__ __ / f/ `\ i \\ \` - -_. -- \`* ``\ / �i / `_•�~�.�� ,may, r - �'_ N I -\\ \ \ \ -,\\ •\\ .~ i-._1�i'f� I / ;' \ \\` .�\ \\ \\\ \\ \ ,\ '\ '' ..-.- _ '_ _ \ \ .` \` // / /�'' // ✓f /�, �._�- _ `\ \ �`fin, •\. O O' 60 ' \ \ i \ \ \ ,, �, \ �. r - _ ,. 1 I - - OVERALL PLAN i1. • r \ \ \ \ \` r - ,11 \ \ . -._ - _- / i r \11 \ _. \ .ram 1 i \ \ , •. \ - , i / ( I " /. 1\ L200 `•. / -- -�� I,.- I / '.1 1. - I --- - ---,--,,-,-----,--. : ---, .,. -- .--..--- \ \ ; \1- / I \ t � --..-1-.-------------------------.--,.----...--. -.-- , _ - / { ,-- ", \\\ , " I'-,-..,-.,..".---.-,-,-- --.--.-- -,-------.------.--�------,---- l- . ,-, \ \ ,-,.." ,/ I I I -1- \ - - I \ \ / / -� - _ \- --.--.,." .,, . -I , ---, -1.1 . -�-.- - I --" " \------, -LL2 OF 26 -\ � , " I 1- . , - I I / _.---- ...--- ---_- -` _- _ `- � \ f , 1", -- ti- i / I----.. --_____ --- -- HARDSCAPE LEGEND .r-•' \ //'-''• '/`'' - / KEY EXISTING CONDITIONS I DISCIPLINE REFERENCE ' 1 A-SERIES REF.ARCHITECTURAL 2 2 GSERIES REF.CIVIL I 0.3 3 E-SERIES REF. ELECTRICAL PAVEMENTS e group 1 L3.1 CMU PAVERS landscape architecture land planning 1.2 2 L3.1 GEO-GRID FIRELANE-TURF 7337 E. Doubletree Ranch 1.3 4 L3.1 COLORED CONCRETE PAVING-DAVIS: OMAHA TAN Road, Suite C-165 1.4 4 L3.1 STANDARD CONCRETE PAVING-BROOM FINISH Scottsdale, Arizona 85258 eL 1.1 7.8 1.5 5 L3.1 VEHICULAR ACCENT PAVING-CMU PAVER Tel: 602-462-9000 1.6 4 L3.1 STAMPED CONCRETE-GRANITE PATTERN Fax: 602-462-9001 " / 1.7 4 L3.1 STAMPED CONCRETE-PEBBLE PATTERN www.egroupinc.com N. I. " /, \ -- 1.8 4 L3.1 STAMPED CONCRETE-CRUSHED GRANITE PATTERN maileegroupinc.com -4 6 '" 1.9 6 L3.1 STABILIZED GRANITE PAVING 5•5 1.10 4 L3.1 STAMPED CONCRETE-SLATE PATTERN pS 1.11 3 L3.1 SYNTHETIC TURF-RUFF LENGTH �Oy '• `"%'/ /� �`, 1.117 / `; �'�` +ALL:r�' 1.12 7 L3.1 EXPANSION JOINT l 1.13 3 L3.1 SYNTHETIC TURF-FINE LENGTH 1.14 8 L3.1 SCORE JOINT .12 Date OF G \� W W W _ 2.0 SITE WALLS AND SIGNAGES J fix. - 1000<- // 2.1 1 L3.2 BOULDER SEAT WALL / v W W W BOULDER RETAINING-WALL SECTION ' 2.3 384 L3.2 SERPENTINE WALL 2.4 5 L3.2 PEDESTRIAN WAY FINDING SIGNAGE „� i�•i N 2.5 3 L3.3 PUMP SCREEN WALL G\ 3.0 WATER FEATURES 'O 5.4 C OY 0 C a ;� i-� /. �.\ ,..✓'"� //� O 0 QOQaO Q �, ;.. 1.4 7.11 •. � SNAKE WATER FEATURE OD PLANT! ���� 0 �� O =: �. 4.0 DOp 6.5 O PLANTING$ MISC. LANDSCAPE MATERIALS 00 O o00 , O /�/ ooDDo �o QOoa000 00 Oo OD�oO�Do �% • 4.1 1 L3.4 ROCK CREATURES-GECKO Q00�� OO �Da f / - - .' 4.2 2 L3.4 ROCK CREATURES-TURTLE < / oODo DDo � � . . � O � � I: ��. 4.3 3 L3.4 ROCK CREATURES-ROAD RUNNER J .'� 4A 4 L3.4 VINYL EDGING-SEEMS ` 1~�t 4.5 5 L3.4 BOULDER INSTALLATION - /' / \ 47616 1.5 .1 1� 0.2 ;; 41 SITE FURNISHINGS 0 QCIS V/ 5.1 1 N L3.5 PICNIC TABLE @ BBQ AREAS 7.11 1 Q 5.2 2 L3.5 BARBECUE UNIT Ce 5.3 3 L3.5 BRICK HEADER Q BARBEQUE AREA i.r v 1 i 5.4 4 L3.5 STONE BENCH ~ 1 Z 5.5 5 L3.5 TRAM STOP CONCRETE BENCH K, Z COVERED t - / GD r- �- f/�� \ P KING rn := + 6.0 SITE AMENITIES H o U S TO N ;' 7.13 11 ;�� O� ; T Y N E R o � � // / ,''\ \.`•,\ � 00 � TRAM STOP xrr Architecture `"- � •� •.� / r�.. 6.2 7 L3.5 BARBECUE AREA \ i' �\�` 1 � Interior Design / g �.. 6•3 - - SNAKE PAVEMENT PLAZA 6.4 - - SCULPTURE PLAZA 13444 Way Q �Ci Bali Way 6.5 - - CACTUS GARDEN DISPLAY Marina FAX 310 51 6.6 - DROP-OFF AREA Del Rey 827=5292 m / i /�' \\ / _ o° California 310_ MEDITATION GARDEN %`` 6.8 - - 90292 827-5009 HOLE PUTTING COURSE f �i �\ / .,. .4 7.11 6.8 1 L3.6 HOLE 1 ��'� ` ` rn 6.8 2 L3.6 HOLE 2 \ MATERIALS / FINISH LEGEND /� F `p ��'..;`, r- 6.8 3 L3.6 HOLE 6.8 4 L3.6 HOLE 4 / � ✓ ( '�\ 'l SYMBOL KEY DESCRIPTION 6.8 5 L3.7 HOLE 5� , \ y STANDARD COLORED CONCRETE/BY:DAVIS COLORS ` I 6.8 6 L3.7 HOLE 6 7.1 COLOR:OMAHA TAN m � ; / \ �� 7.1 1. REV. COMMENT DATE y STAMPED CONCRETE-GRANITE PATTERN \ a . . . . . comments 06.0412 7.2 SCOFIELD LITHOTEX-ROCK GARDEN#4340 %' �. `' . . . . . . CVWD con , \ � ` 1.8 7.5 WWW.SCOFIELD.COM -COLOR#sorrento red f `� \\ I a let Review Comments 09.3011 BRICK HEADER/FACE-UP SOLDIER COURSE/STYLE:STD. \ � � i \, \ ` . . . . . . . Restart Submittal 081511 7.3 COLOR:RED&BLACK FLASHED/ SIZE:6"x 9"x 2-3/8" _ t �, �. ; BY:BELGARD --�`` i � ., \,\ `� lot Review 109.09 0 0 o GRASSPAVE2 UNITS FOR FIRELANE WITH TURF. PAVE UNIT. �ee ea , �. �� K E Y P L >�.CD set 12.Oeos o°o°o° 74 BY: INVISIBLE STRUCTURES, INC. www.invisiblestructures.corr '� • A N *fir 1 SCALE: N T S ISSN DATE 7.5 STAMPED CONCRETE-CRUSHED GRANITE PATTERN \ ,l-to � �,� \` \\, -/ • \ \l+` •4w```` � � •`• m o ® SCOFIELD LITHOTEX-CANYON STONE#401 LANDSCAPE WWW.SCOFIELD.COM-COLOR#sunbaked clay ._.___- \ � � � �► �_ \ I. '' , ',' ;- -�• `_,✓ ��. ��`� �'" �. STAMPED CONCRETE-SLATE PATTERN '\ � 4 Y �.;� \ %3 •. '" • 3 1 SET PHASE Vill '® ! v -"'-.._. y.✓r %ice Sri q \..:.x`l.`7 J'':,!'!'j 7,6 SCOFIELD LITHOTEX-FRACTURED SLATE#7340 ` 1 Y 1 WWW.SCOFIELD.COM-COLOR#westwood brown - "- - i �:" \ ._`` �' � �N �• June 4 2012 1105E 1DCGE-DRIV4 STAMPED CONCRETE-PEBBLE PATTERN ` .--.... . , u z '�� �fti� --` � «,. , � �: DRAWN BY JEH <;;"��'• 7.7 SCOFIELD LITHOTEX-RIVER PEBBLE#432 \ M A T C H--,h I NEE ,, , �� WWW.SCOFIELD.COM-COLOR#canyon tan \ -=� -� �- �� �'% ���`° _ , , . CHECK BY JEH DUBLIN BLOCK PAVERS/PATTERN:MODULAR . . . " " M A T C H L I ,\ D SEES , �� y- 7.8 COLOR:MATCH MSR-7/SIZE:6 x 3 x 2-3/8 ,6 x 6 x 2-3/8 - ,y f" �.f, �� PROD.NO. O 6. _ /8' � 7 x v. •, a t CASE x 9 x 2 3 /BY:BELGARD ) (� STABILIZE DECOMPOSED GRANITE 7 .. 7..7 `. '-`----"',•-. \� �` \ `'\ : � ` +`�,� w'-v,! >i wi'a;��i� �s .,� f q �, ;rc.. sbir F`F� Cl"`1.,:..i O a minus-desert tan t. ` 7.'/ 1.7 M ® SURFACE-SELECT BOULDERS/BY:KALAMAZOO �� 7.1 SIZE: 50%-S 3 x 2 / 30%-M 3 x 4 / 20%-L 4 -5 �. 1.3 7.1 L ) ) ) \ m STANDARD CONCRETE 1 COLOR:STANDARD GREY 'v ; � ;; r� f I ' � ` , �° "� a ;!{ "�„� NORTH `� 1.3 7.1` !' ` i T /,�`;'� r:• �,a, ` ti' jf O MEDIUM BROOM FINISH �A � � 2.4 ,. SYNTHETIC TURF-FINE/FIELD TURF or TOUR TURF \\,� �• ; i? :: ti�� �. 7.12 P:904.285.4657/F:904.285.4766/www.tourturf.com (V'`` I \\ 0 10' 20 SYNTHETIC TURF-ROUGH/FIELD TURF or TOUR TURF .- -.- 7.13 O P:904285.4657/F:904.285.4766/www.tourturf.com VEHICULAR PAVING I PATTERN:DCM 15%PATTERN ENLARGEMENT�, I ` ®�❑ COLOR:BRITANNY BEIGE/SIZE:5-1/2" " "x 2-3/8 x 9-1/2 /�i '✓ - PLAN - A 0 0 7.1 - BY:BELGARD COLORED PEBBLE/FINISH:POLISHED /COLOR:BLACK 7.1 SIZE: 1"max./P:(310)450-6556/www.bourgetbros.com BORDER PAVER/PATTERN:SOLDIER COURSE OCOLOR:RANGE ARDENNES GREY/SIZE:5-1/2"x 2-3/8"x 9-1A `\ \\ '/ 7.11 4 L201 BY:BELGARD \O AL � y 3 of 26 •, MATERIALS / FINISH LEGEND /" - % / ,, ��__-�__=\._ ____ ___. ___.___ __.__._ ____ . _. _ . SYMBOL KEY DESCRIPTION HARDSCAPE LEGEND F7777771 STANDARD COLORED CONCRETE/BY: DAVIS COLORS COLOR:OMAHA TAN KEY ' % O� -`" STAMPED CONCRETE-GRANITE PATTERN 0.0 EXISTING CONDITIONS/DISCIPLINE REFERENCE 7•2 SCOFIELD LITHOTEX-ROCK GARDEN#4340 �� %5� ~` \` WWW.SCOFIELD.COM -COLOR#sorrento red 0.1 1 A-SERIES REF.ARCHITECTURAL i/ . �"� �- BRICK HEADER/FACE-UP SOLDIER COURSE/STYLE:STD. 0.2 2 C-SERIES REF.CIVIL COLOR:RED&BLACK FLASHED/ SIZE:6"x 9"x 2-3/8" , ' /"f BY:BELGARD 0.3 3 E-SERIES REF. ELECTRICAL " . DRIVE1.0 PAVEMENTS bh - / --_. / o 0 o GRASSPAVE2 UNITS FOR FIRELANE WITH TURF. PAVE UNIT: / _ --- IDGE 000000 7.4 ( 0 e group ~" ROSE BY. INVISIBLE STRUCTURES,INC. www.invisiblestructures.corr 1-00 J STAMPED CONCRETE-CRUSHED GRANITE PATTERN 1.1 1 L3.1 CMU PAVERS landscape architecture SCOFIELD LITHOTEX-CANYON STONE#401 land planning 1.2 2 L3.1 GEO-GRID FIRELANE-TURF 7337 E. 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REF. UTILITY . . SYNTHETIC TURF-ROUGH/FIELD TURF or TOUR TURF A .► _ 2.3 38�4 L3.2 SERPENTINE WALL 5.4 PARKING `- � 7.13 P:904.285.4657/F:904.285.4766/www.tourturt.com 2,4 5 L3.2 PEDESTRIAN WAY FINDING SIGNAGE � cV --- � `---..\ � VEHICULAR PAVING/PATTERN:DCM 15%PATTERN 2.5 3 L3.3 PUMP SCREEN WALL __ _ -w - ;az, �_- PLANS �o COLOR:BRITANNY BEIGE/SIZE:5-1/2"x 2-3/8"x 9-1/2" W 0 1.14 - -Y �.T - r o0 7.14 v c� I � .,_ - -� T 'yam �� � BY:BELGARD �� ` '- " "' -•• _ COLORED PEBBLE/FINISH:POLISHED /COLOR:BLACK 3.0 WATER FEATURES v � SIZE: 1'max./P:(310)450-6556/www.bourgethms.com C p ,�,. s•. ` ,i BORDER PAVER I PATTERN:SOLDIER COURSE 3.1 1&2 L3.3 SNAKE WATER FEATURE ^~~ - `~ ` ` `t ��' ' `` COLOR:RANGE ARDENNES GREY I SIZE:5-1/2"x 2-318"x 9-1/2' e I 1.12 FFfl a BY:BELGARD C V 01 ^`~-- 0.2 �`"- _ - �'� `� `� 4.0 PLANTING&MISC. LANDSCAPE MATERIALS ��•- „1, Q -r r4r \\ _- �-: Q 4.1 1 L3.4 ROCK CREATURES-GECKO ��� p 4.2 2 L3.4 ROCK CREATURES-TURTLE .� `.•.... _._. 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COMMENT DATE CVWD comments 06.0412 lot Review Comments 09.3011 L/A4/7SO,, C *4* Restart Submi tal 08.15.11 1st Review 109.09 _. "`-,. 100%CD Bet 1208.08 N - �_ i T K E Y P L A N 01VSCALE: N T S ISSLE DATE RUC __ LANDSCAPE SET PHASE VIII AF , ., ._ �"" /' ; L(�,' f ` �; ���.��`���'�•' ,; ,�'%/�i � -� --..._Ro5E tDGEDRIVE June 4, 2012 / _ / `- `1` �•` r �k �`. ^r `��' i �`;J'%%i:'�1jg tp n.s J f '.' DRAWN BY. JEH / ' - . � (Jf �4 ort�+<<�,'+♦ ,�"�°+ �i�/�� ��� _ ''`� ,�"� ��.�.� ,;- CHECK BYE JEH �/ �j �"..-ti -- _ � 1 I � j .;.r \ ,'`✓E���` .i5��y;.� r%/"/`�'f"'�,..'�" �j , � :JC•-� �,�s jf- pp � M� / i l/ 1 _ \ r { / c JCS ✓ �y! � n/'r ` L 'i %z� t rf1W.NO.• GV"►M10 `� ,/ / / - -__.. '� "�' / l ` ♦ ' ,�i` '; /" CASE NO.: ZII / 'i; ..wry � .,,,._`... _ h _' �•�' f J ti:.hyr\ "�,���i`i'���r,;��ys';'�1�n'Y.�: �� � � (h.4�l ""'yk.�`1 '..._. _• , .,_ , ��. t .... S . s'ti;,�., '' \ '/n�'� 'i'33 t?n:,6, 1 >�h..J r 1�;7 � '- -`` / j f ` ~'`_`-..__ - -. . 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Concrete ® ASPHALT BASE. m ® DUBLIN BLOCK PAVERS ' ; ' ' 1 5 g p PATTERN: MODULAR 1 , .. __ _ _ _ IFooti q .__' _ 1 ...... ® 95% COMPACTED SUBGRADE PER landscape architecture COLOR: MATCH MSR-7 { ' ' ' I ' ' CIVIL PLANS. land planning SIZE: 6"x 3"x 2-3/8", 6"x 6"x 2-3I8" O CONCRETE FOUNDATION FOOTING. 7337 E. Doubletree Ranch ° 8 6"x 9"x 2-3/8" A. CURB DETAIL 4 5 6 MIL. IMPERMEABLE PLATE OR Road, Suite C-165 BY: BELGARD ADJACENT O LINER. ® POLYMERIC CURBING. Scottsdale, Arizona 85258 Tel: 602-462-9000 m 2 3 DRIVEWAY AREA PAVING AR 4 0 5 1-1 ,`ti �D. 6 ADJACENT PAVING. REFER TO 1 2 NOTES: O7 FINE POROUS AGGREGATE. Fax fi02-462-9001 12" BEDDING S 1 O HARDSCAPE PLAN. www.egroupinc.com 1 F 3 A. INSTALL PER MANUFACTURER'S ® COARSE POROUS AGGREGATE. mail•egroupine.com 6„ 5 © 95% COMPACTED SUB-BASE PER N 7 2 6 SPECS. CIVIL PLANS. `" r J , t"` Y ` o , e`a 3,�a t _. 1I4" . ,�� 95/° COMPACTED SUB-BASE PER 5 _ � � 7 ® GEOTEXTILE MEMBRANE. CIVIL PLANS. ,. , '✓'y.> r V ° W tir n'., }y} i{.. Ft�� �'` A r � .°'., s t 4* :: , ,;: . . , 95% COMPACTED SUB-GRADE > ¢, I ,,_ ,, ,, ''� OPTION: TOUR TURF 10 12 X1 FIELD UNDER DRAINS. - �,� , __.. - _ 2 FFL FINISH FLOOR LINE BY: O r i/ 1 , , a urfurf com � r PER CIVIL PLANS ,- =,�M .i , x a •• F .. - �.. I ,; c, a3 tSi Y3 r >.s . •t 1f 11 t� e �° ;,�w - ,.; 11 11 EXISTING SUB-BASE. t I --__ .," ,J< : ' �; ,.., ,:_,, �.,� , ! µ , PH. 904.285.4657 _ _ �, N BETWEEN AV �_:.. _. 1 5 �— _ _.-Y• ._... �. ® 1i4 SAND JOINT 1 PAVERS. - NOTES' i I t i , , ; 1 i .. 1 1 } '. I t i -. , - - f 12 '`'3r.:; + ; { ,,. s� Qete �P _ I i904.285.4766 OUTFLOW PIPE. - 904 285 476b z: ! ,:_._ , ,--- : i . _.. • YdY. Yieu Tw1- OWNER. O ,r of CALIF OR ` JAL BY OW ° - _ A. COMPACTED SUBGRADE, 95% :, ,� i.. Coru,d.rwnaclaoa FooNpp 'ti. caq.:w.ssanlum» " W. ' " `�'°�'"c"°'o`" C. FOR EQUAL OR APPROVED ' LVL LEVEL 7 p 4 MODIFIED PROCTOR DENSITY GRASS/ #. ,�. �� 'LVL LEVEL B. CONCRETE DETAIL PLANT TYPES SHALL BE SPECIFIED BY `` `°m"°"°`"`"°°'°°°" �'°"' ""°' MATERIALS, SUBMIT SAMPLES. (/,� �+ LANDSCAPE ARCHITECT OR DESIGNER. s. q CMU PAVERS GEO-GRID SUB-BASE AT FIRELANE - TURF SYNTHETIC TURF � N ° 1 SCALE: 1" = 1' - 0" 2 SCALE: 3/4" = 1' -0" 3 " _ " 0 �' tj C� M Or SCALE. 3/4 1 -0 .vaq q • + c C �. 2 e 11 3 6 1 7 C� � O 4 INTEGRAL COLORED CONCRETE. Y4"TYP. VERIFY O BORDER PAVERS SET. O LANDSCAPE!TURF AREA. FINISH d' REFER TO HARDSCAPE PLANS FOR GRADE TO BE 2" BELOW TOP OF COLOR AND TEXTURE FINISHS. FFL REFER TO NOTES. HEADER. � -' � �� c� r " O2 PAVERS. REFER TO NOTES. E.y 2 95% COMPACTED SUBGRADE ` � ' ��� r` Y f`` ° J Q ^ ?`h e. r k� x n } �x a " Z y ., . ; , y,;�, �v . 2 2 DEEP STABILIZED DECOMPOSED PER CIVIL PLANS. � � �1�,;� mow, � r; . a.. < H �t , , a GRANITE. FINISH GRADE 1-1/2 O l~ « Tti INSTALL ALL PAVERS FLUSH TO 4 ' -; 1 ; i ! - ' I _.: BELOW TOP OF HEADER. — + f - ! ,- -I ADJACENT PAVING. COMPACT TO 95%. Z 5 : ; �'--- - ; ; --- ® 1"-2 SAND BASE. AS PER CONC. 3 95% COMPACTED SUBGRADE PER a ` � 1 MANUFACTURER'S SPECIFICATIONS. CONC. � � HEADER Z LVL TERMINATION TO DRIVEWAY HEADER CIVIL PLANS. �5 95% COMPACTED SUBGRADE PER CIVIL TURF S.D. GRANITE PATH TURF 4J PLANS. AREA (VARIES) gRE,q ® CONCRETE HEADER. SEE DETAIL r ° •LVL LEVEL 10 BORDER PAVER NOTES: 3/ L4.8. Z 1 ' © FLUSH SET/SAND SWEPT JOINTS 1 4 4 1 y A PAVER COLOR:RANGE ARDENNES GREY 1% MAXSLOPE TO DRAIN--► © PAVER TYPE:BELGARD HP POLYMERIC SAND OR SIMILAR BY 1 _ _ 'LVL LEVEL H o u ' NOTES: p O _ 1 5'X 3/8'X 5' TOS T Y N E R - - 9 CONTRACTOR �, \/ <e '�� A7 ar [y a4vfikr � -1'^ rf 1 t.e - , 1. INTEGRAL COLOR PER OD BY:BELGARD %/ - : - , I 'f _° ��«"" ` TOS TOP OF SOIL MATERIALS FINISH LEGEND. O7 ADJACENT DRIVEWAY PAVING. Architecture 2. STAMP PATTERNS INSTALLED Interior Design d � �` � PLANS. � PER VENDOR REQUIRMENTS. g ., �, ' � f " { fS '_ , ' ' ? , ,i _!; !_ Bali3Wa4 4r $ ,c, •'tti F,.,. 7 ! ( , !_..._-_.1 i.____..; I_ 1 I ,... _ _. _.I _.'___ ____- _ y PAVER NOTES: i Y Marina FAX 310 (. "+� Y P+w.-•6 A34•5r't'.'i 3 "R`4 T{"'j y ~ Fa Del Rey 827-5292 PAVER COLOR:BRITANNY BEIGE 2 3 California 827_530 9 90292 �- B PAVERS:BELGARD FFL FINISH FLOOR LINE © PATTERN:I-PATTERN 75%REC./25%SQUARE CHARACTER REFERENCE Ts TOP OF SOIL BY: IMAGE 4 COLORED CONCRETE PAVING VEHICULAR ACCENT PAVING STABILIZED GRANITE PAVING 5 6 SCALE: 1" = 1'-0" REV. COMMENT DATE SCALE: 1" = 1' - 0" SCALE: 3/8" = 1'-0" m CMD comments 06.04.12 1 3/8"WIDE TOOLED SCORE JOINT TO R��Subffitt�w cor to 09� \ 1O .111 1/8 TOOLED RADIUS (TYP.). O 1/3 DEPTH OF CONCRETE AT WIDTH / 4 \ OF WALK CENTER TO CENTER. let Review 109.09 a ZO EXPANSION JOINT. MATERIAL PER toot'CD set 11 os a / 2 201-3.3 OF GREEN BOOK(2009). OZ 95% COMPACTED SUBGRADE PER L IS3UE DATE m CIVIL PLANS. Y" radius ' ' 3 95% COMPACTED SUBGRADE PER (mom) /8" O3 POUR IN PLACE CONCRETE LANDSCAPE CIVIL PLANS. = SIDEWALK. DEPTH AND SET PHASE VIII `v- W 3 REINFORCEMENT PER CIVIL \ F ® JOINT SEALANT. COLOR TO o PLANS. June 4, 2012 DRAWN BY- JEH MATCH ADJACENT SIDEWALK. 4 o, _ i a a y >_ v� CH -CK BY JEH V g PROJ.No: 20413910 ° / �5 POUR IN PLACE CONCRETE „ w 4L CASE NO: �! 1l2" / SIDEWALK DEPTH AND _ / ` REINFORCEMENT PER CIVIL PLANS. I c i ! = 5 1 ' I S 1 � LVL i F V 0 2 • LVL LEVEL NOTES: A. REFER TO PLANS FOR SCORE AND EXPANSION HARDSCAPE 3 SPACING. DETAILS EXPANSION JOINT SCORE JOINT - SCALE: 8 SCALE: 3" = 1'-0" SCALE: 1-1/2" = 1'-0" L301 7 of 26 'FFL FINISH FLOOR LINE 1'-6" 3 1 PRECAST CONCRETE SEAT. TOS TOP of solLx. � COLOR: STAINED TO MATCH 0 SURFACE SELECT BOULDER 2 4 STONE BOULDERS PAVING AREA LANDSCAPE AREA MIN. 3 X 2 SIZE. I `� _ O LANDSCAPE AREA. - 1 5 �2 SURFACE SELECT BOULDERS ,- S REFER TO LANDSCAPE PLAN. BEYOND. ROCK TABLE 2 DECOMPOSED GRANITE. ,l �• f SURFACE-SELECT BOULDERS y 3 e group = ��` �- � �, ,r DESCRIPTION DIMENSION ,r 1 0 o << - f landscape architecture SIZE: (50/o) 3 x 2 I(30/o) 3 x 4 / 3 /IF .. 4 HARDSCAPE I WALK. p (20%)4'-5' DESERT GOLD LENGTH WIDTH land planning ' - ��. �..�� 7337 E. Doubletree Ranch \ , / 1 ,!''•/� REFER TO HARDSCAPE PLAN. BY: KALAMAZOO — — , '\� - , i - 2'-0" ,, A 3' 0" f J r ' ' ' 5 95% COMPACTED SUBGRADE Road Suite C-165 / '; ; :`;' , I:'l:' '� 6 �� B 6' -0" 5'-0" Scottsdale Arizona 85258 A. SECTION 4� SEALANT. TINTED TO MATCH , r \ m / �.� L,�.;��- r�s �. ,. PER CIVIL PLANS. Tel 602-462-9000 m BOULDER COLOR. : � .�, , �\�\ �\ \�, Fax= 602-462-9001 6 FILTER FABRIC GEOTEXTILE . / 5 3/32 0 STAINLESS STEEL DOWEL. FFL : : ` <' '` g l ) ( ) WWW.egroupinc.com / " ��, ` , ':� BY CONTRACTOR. mail•egroupinc.com 1 A 3 2 a Y4" MORTAR. - - - .. A.... . •_ , o7 � r � � ter;.,\ ��\.STACKED STONE (NATURAL) - IN MORTAR SETTING. ROCK VENEER EL DORADO STONE 4 3 #894 (TO MATCH ARCH. FINISH). 5 sr,� ode COFF cau B. ELEVATION A. SECTION A •LVL LEVEL � _"� B. P L A N BOULDER SEAT WALL BOULDER RETAINING - WALL SECTION 4=4 :� N n, 1 SCALE: 1/2" = V-0" 2 SCALE: 3/8" = V-0" 0 c� • s.� W - - L a " 4'-8; " - -10 - - 4 - - 1 - - - cd 4b 11 3-7 1 NOTES. q r Q — — — — ;� Z` { �', ,,r, � Ott r> . ' L3.3 3 3 1. SIGN SHALL MATCH MSR-7 SIGNS. 2 5 d- ° ih r S iTir r, .v.Y.., .•r 'f,`.i �- •� -�,2'n u �'•4•�c• - ' _ ,� Y Y•� ,Y �, ,� 6 —— _ _ _— — _ _ 1 CORTEN STEEL PANEL WITH 1 a • s ;S 2. SUBMIT SHOP DRAWING FOR ; S y- CUT-OUT LETTERS. . �. y . �`� �• `�:n�'� .,,. FOOTING. - ° ta: f,��' �y .�.'.i .,...n'7-f. , ,}i `4'• '' , Y . . �ff`r �YOy \ Y _ 5 N ? • # — \ ,;_ N.�ti; ;Y•_ 1Y ; ;• `9 B — 0 3. COORDINATE ELECTRICAL 2 2 ROCK VENEER-EL DORADO STONE I ::��„ n I - z:•ti ;. ; ..s , �_;s C ?�,�' SERVICE WITH ELECTRICAL Y W Y t Y O J Z 1"-1 { Y { #894 T Fta r,t7t ••I� y. ?r � Sr• 1, N• ;" ��; l •,: � ' . �.. { , x� r;. ,, - ( 0 MATCH ARCH. FINISH). etL+.�l, , �i`I' '� �v�.Y 1 , r rs M, :x ;z.•, 3 CONTRACTOR AND PLANS. F, _ 2k\ :� . u_dz . .-� N V O A. PLANfvn. ti � tF,Y sJ /!.• !— d - B r' , � SSW •�' R -10' r � CONCRETE CA (GRAY). i\� \�` \i \ < 41i� r t \� \\s' �h�\�:� �:�`�� O i CD \` ��\ \/,\ \fir\ ,. \�\ �\ ,\ f 1 , -,:+ -{ ! !.__ l\ \//l /\ t N� `-�' 4 2 A. PLAN %� , ; fir;! \ �.r; i ,� 4 WALL MOUNTED LIGHTING. a R3 3 LVL LANDSCAPE AREA. 7 ac V L - - - - - - - '- - - - - - J r CMU CORE. 8 6 B. ELEVATION - - 9 B. SECTION m 3 O CONCRETE FOOTING. ��' _ C. SECTION = _ - 2 3 ® 95% COMPACTED SUB-BASE PER " ° " sr Y N E R LEGENDS: .r= -T=` clvlL PLANS. LO 2 Architecture STAMPED CONCRETE - STAMPED CONCRETE PEBBLE O COLORED PEBBLE _ = <� ': �0=gzzz O9 95% COMPACTED SUB-GRADE Interior Design FINISH: POLISHED =_===j CRUSHED GRANITE PATTERN PATTERN �r �, I 0 1 13444 3 PER CIVIL PLANS. COLOR: BLACK Bali Way SCOFIELD LITHOTEX-CANYON SCOFIELD LITHOTEX- RIVER ' I Marina FAX 310 ���®® STONE #401 PEBBLE #432 SIZE: 1" max. I 5 ,T 10 PVC CONDUIT. Del Rey 827-5292 WW.bOurgetbroS.Com ,� ��\ __ �„ e ° p,,:°hw; California 310 WWW.SCOFIELD.COM - COLOR# WWW.SCOFIELD.COM COLOR# " sunbaked clay canyon tangy ` r ,_L 90292 827-5009 TOS ADJACENT PAVING. REFER TO ' HARDSCAPE PLANS. . TOS TOP OF SOIL C. ELEVATION SERPENTINE WALL LVL LEVEL PEDESTRIAN D E D. IMAGE REFERENCE SCALE: 3/16" 1' -0" � STRIAN WAY FINDING SIGNAGE 3 = 5 SCALE: 1/2" = V-0" m REV. COMMENT DATE 3 CVWD commwde 06.04.12 1st Review Comments 09-30-11 Restart Submittal 081511 WASHED CRUSH GRANITE in 2" 1st Review 109.09 1 MORTAR SETTING poi CD set 12.08.08 1 COLOR: GREENISH GRAY ISSM DATE �,. =-' ..._ 2 f 3 \ SIZE: 3/8" MINUS [r .�f ,{,. 1 .- /t 2 \ 2 COLORED PEBBLE,.v , L •- LANDSCAPE off- ; :1 +_ r , �t, FINISH: POLISHED SET PHASE Vlil "4,! COLOR: GREEN SHADES (LIGHT TO - C. S�' }:+, �� , a t.. J , `'ni, r+:�'`� ;2 •1'�: '�% GRAY) ' June 4 2012 DRAWN BY. JEH SIZE: 1" max. _ ;,as .>.• ,, `�r.` _ j \ ? ;kti .='% www.bourgetbros.com CHECK BY: JEH PROD.NO* 204M10 r O3 COLORED PEBBLE cASE NO- - FINISH: POLISHED A. DETAIL 1 at SEAT WALL B. DETAIL 2 at PAVING COLOR: BLACK - SIZE: 1" max. ww.bourgetbros.com 4 ADJACENT PAVING. REFER TO 1/ 4� HARDSCAPE PLANS. � \ •LVL LEVEL 7 LVL \ O COMPACT SUB-BASE PER CIVIL 6 5 PLANS. COMPACT SUBGRADE PER CIVIL HARDSCAPE PLANS. DETAILS C. DETAIL 3 at SECTION PAVING O SERPENTINE WALL WI REINFORCEMENT. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR DETAILS AT SERPENTINE WALL REVIEW L302 SCALE: 3/8" = V - 0" 8 of 26 LEGENDS: 8" 5'-1" 2'-3" X-3" 6 LANDSCAPE AREA. REFER TO 1 1 SNAKE HEAD.SEE REFERENCE NEGATIVE EDGE WATER FEATURE.2ki. , IMAGE. PROVIDE SHOP LANDSCAPE PLANS. T - - - - - - - - - - - - - - -- - - - - - - - - -- - - i 7 I DRAWINGS. O2 CONCRETE BASIN. ;} I 2 O WATER BASIN WITH NEGATIVE 8 O3 LOOSE SMOOTH PEBBLES. * ,y 4 20 STAMPED CONCRETE - CRUSHED EDGE. WL 1 10 SIZE: 1"(min)-2" (max) GRANITE PATTERN _— _ — _ — — — — COLOR: MEXICAN PEBBLES 3 SCOFIELD LITHOTEx- CANYON ® WATER BASIN PER — ?1: 9 BY: RAMMROCK SUPPLY a group STRUCTURAL PLANS. g p g 7 f� I STONE #401I T: (707)528-6067 — — — — — — — — -- — — — — — — — —— — — — WL '— —— — 1,: WWW.SCOFIELD.COM - COLOR # _ _ _ ——n I ::— _ _ _ _ _ _ _ ( ) 8-4039 landscape architecture _ 6 - 5 9 4 _ . .:$ 4 email: sales ra oc land planning t1, ,1. , , , t, lG-.,• , .�,� - I sunbaked clay REINFORCED SLAB. J , �, 'y` " " @ mmr ksupply com - t ,.t w ( J�(r`)(p(,J•/,: ,�c (,r < <{�,t, ( Z<<{ , ;,, I I ,'I .:: 3 7337 E. Doubletree Ranch i �< � . ;` , r.r.. �, -,� ,� � � Road, Suite C-165 �s �2, .,u-'�.:�- -- ,,,. �-_ ;t',., •),-rs , r,, , ,,,,�Il. ,.,.,.,<<• I �. o _�L.,__ .�:.__.�_,�_,����:.�:��- � 4 95%COMPACTEDSUB-BASE PER _ _ O a - c�-' >.y. �`� -Y r 1 FFL 3 STAMPED CONCRETE PEBBLE 10 95/o COMPACTED SUB-BASE l O O ,f,• �- u- ��- �� �� <:' _ Scottsdale Arizona 85258 m r�olp" PER CIVIL PLANS. `}' ` —— — _ CIVIL PLANS. i --1 PATTERN ` ; ° : N Tel: 602-462-9000 A. SECTIONAL ELEVATION 4 ° Fax: 602 462-9001 SCOFIELD LITHOTEX- RIVER �� \`;;�` I . o o ,' %,�` ` I I`; 1� _ O5 95/o COMPACTED SUB-GRADE www.egroupinc.com #432 O 95/o COMPACTED SUBGRADE /�/ ��'i /. /PEBBLE ao C L PLANS.'47 11 , , \; \ I r y PER CIVIL mall•egroupinc.com PER CIVIL PLANS. WWW.SCOFIELD.COM - COLOR# _ � _ III © RECIRCULATION PIPE. canyon tan n %= 10 s,.` \ f4u !/\ .'i \'.i `•;!�'; -;, .t<<.4 .. j 7 DRAINAGE PIPE DRAIN IN LOW c� ' :a s7 L3.4 11 ® COLORED PEBBLE ;,;,\����,; � ,, •i- h;7 .� . PART. • . FINISH: POLISHED "FFL FINISH FLOOR LINE e rx ,V, k COLOR: BLACK �\ u ' \; : ® UNDERWATER LIGHTING. REFER TO s� I Date t a: yY >� WL WATER LEVEL %�� \: , \:,`: / :\r/�<;I'/; , jar 4;� 5 :� ti \,,,��,, LIGHTING PLANS. Fob' SIZE: max. tt a www.bourgetbros.com • wL WATER LEVEL WATERPROOFING. m TOS TOP OF SOIL 6 '.'`� '`,� `\;' B. REFERENCE IMAGE 10 CERAMIC TILES. TBD. ° O ADJACENT PAVING. REFER TO SNAKE WATER FEATURE HARDscAPE PLANS. DETAIL SECTION AT SNAKE WATER FEATURE :� N o SCALE: 3/8" = 1'-0" " _ " a� SCALE. 1 - 1 -0 18 EAD � ,,,� �O u 4" •� o � V 1/ " 1 7/16" 1/2" NOTE: 10 10 CMU BLOCK, 8 x 8 x 16, SOLID GROUT, , ALL TREADS OF CH STAIR RUN SHALL BE c - PAINTED YELLOW T LEAST 2 INCHES WIDE STUCCO FINISH, COLOR TO MATCH ARCH. DETECTABLE NOSING GROOVES 1/4 WIDE X /4 �t "1 d DEEP IN TREAD-STOP TOOLING 3"FROM EA H PLACED PARALL TO AND NOT MORE THAN 1, COLORS. ..�/ Z � 1-INCH FROM TH NOSE OF THE STEP ORu co CMU CAP, 4 x 8 x 16, n V O 0-4 a END OF TR LANDING TO A RT THE VISUALLY IMPAIRED. t~� rn REF. LEGEND FOR FINISH. — (1 REBAR, #4 CONTINUIOUS, HORIZONTAL IN ~ BOND BEAM BLOCK. Q Cd 3 B. ENLARGEMENT 3' " F * Z 2-5114" J. ® REBAR, #4 VERTICALS AT <>_V ,,, 24" O.C., CNETERED IN CMU. o co 3 ® SOLID GROUT BELOW GRADE. Z4 $» — 2 ' 2 © FINISH GRADE. H 0 U T Y N E R � CONCRETE FOOTING. REBAR, #4, ALTERNATE Architecture - --v 1 TE BENDS. Interior Design 3' 9 COMPACT SUB-GRADE. 13444 ` 5 5 Bali way 6 10 LANDSCAPE AREA/ INTERT MATERIAL. DMarina 82 AXX5310 . " 292 10 r - Y310 1 -7 1 -6 1 -6 7 California 009 90292 827-50Q9 12' - L `—' 8 c m 1._4. 9 CONCRETE STAIRS. REINFORCE PER 3 3 CIVIL ENGINEER. i� O2 STEEL RAILING, 1.5" DIA TUBE, POWDER PUMP EQUIPMENT CMU SCREEN WALL �. COMMENT DATE COAT TO MATCH PHASE 7 RAILINGS. 3 CVWD oommente Ot3.04.12 7 O3 4"WIDE ADA VISUAL AND TACTILE SCALE: NTS let Review Comments 09.3011 WARNING BAND PER ADA CODE. Restart submittal 0s15.11 M ® COMPACTED SUB-GRADE PER CIVIL let Review 109.09 o CV /'0" PLANS OR SOILS REPORT. looi cD set >zoaoa ISSUE DATE m BUILDING ENTRY PLAZA PER PLAN. 0 ® SIDEWALK PATH PER PLAN. LANDSCAPE SET PHASE VIII 7 June 4, 2012 NOTES: DRAWN BY. JEH CHECK BY- JEH W 5 2 1 - STAIR CONCRETE COLOR AND FROJ.No: 20413910 ° TEXTURE TO BE STANDARD GREY CASE No., #0 c MEDIUM BROOM FINISH. 1' M 2° _ N B CO .r1 .09 2" co 20 284.33 _..__ 2 95 283.82 3 l _ - _ - 1 HARDSCAPE 4 A. SECTION '! 6 DETAILS 4 STAIRS AND RAILING AT 4000 SCALE: 3/8"= 1'-0" L303 9 OF 26 17.5' % 1 15.5' 21.5' ® ® 1O COBBLE ROCK. REFER TO 1O COBBLE ROCK. REFER TO .: t�1 COBBLE ROCK. REFER TO , m NOTES. NOTES. mm 1 NOTES. �. 2 COMPACTED SUBGRADE PER COMPACTED SUBGRADE PER o 2 SOILS REPORT. O2 95/o COMPACTED SUBGRADE : L REPORT. 1 ® 2 SOILS 0 PER CIVIL PLANS. LVL LEVE L - , g LVL LEVEL ,. LVL LEVEL e group ' landscape architecture "' E, land planning - `• . ;: NO TES: E S. 7337 E. Doubletree RanchNOTES: cM NOTES: Road, Suite C 165 0 ® o 85�..��. Scottsdale, Arizona 258 S sd A. EMBED COBBLE INTO SOIL Z) . A. EMBED COBBLE INTO SOIL ' �® A. EMBED COBBLE INTO SOIL m MIN. 2 MIN. 2". MIN. 2 . Tel 602-462-9000 . m®® " Fax: 602-462-9001 ;' ® 1✓ www.egroupinc.com A. PLAN mail•egroupinc.com CL 1 A. PLAN DSCAPF .: , 2 ® m •` .r`•. : 0 • A. PLAN 2 ate AUF° LVLkL C � B. ELEVATION C. ISOMETRIC B. ELEVATION B. ELEVATION C. ISOMETRIC C. ISOMETRIC N ROCK CREATURES. GECKO ROCK CREATURES. TURTLE ROCK CREATURES. ROADRUNNER 0 1 SCALE: NTS 2 SCALE: NTS 3 0 Cd SCALE: NTS • •� 404 � oP NOTES: •� o V 1� VINYL EDGING TO MATCH EXISTING (/� e�- 0 5 AT PHASE 4. 1O SURFACE-SELECT BOULDERS A. CONTRACTOR SHALL INSTALL BY: KALAMAZOO BOULDERS UNDER FIELD c 2 O2 LANDSCAPE/ HARDSCAPE. SIZE: (50% - S) X x 2' DIRECTION OF LANDSCAPE m J 1 (30%- M) 3'x 4' ARCHITECT. Q t~ 3 `j z NATIVE SOIL. 20%- L 4'- 5' may' H LVL B. CONTRACTOR SHALL REVIEW �` � ` Tos ;: , r �� ® STAKE @ 3 O.C. TO MATCH O2 FINISH GRADE LEVEL BY CIVIL. EXISTING SITE CONDITIONS AND — EXISTING AT PHASE 4. . i BE RESPONSIBLE FOR EQUIP 0 < i O UNDISTURBED SUBGRADE. AND LABOR REQUIRED TO J PERFORM COMPLETE BOULDER z DECOMPOSED GRANITE. MIN. 2" DEEP, MATERIAL PER LEGEND. LVL LEVEL ., ' INSTALLATION WORK. TAKE �r oc SIZE VARIES SPECIAL PRECAUTION TO v --- — i ' '-,-,- - �' -!�; ; ,� }- , '-' '. �� � ' --� � � .- � REFER TO LEGEND PROTECT ADJOINING EXISTING! � W O - ! -- ' - i NEW STRUCTURES AND � � z co - I ! _ IMPROVEMENTS DAMAGE, _ LVL LEVEL REPAIR OR REPLACEMENT 3 Tos TOP OF SOIL a , `'I } '; I �'� ' ' COSTS RESULTING FROM THIS " ° u T Y N E R 2 SCOPE OF WORK IS THE Architecture - i' t ��,' t NOTE OF THE Interior e i ' RESPONSIBILITY D si n t , �;, „� t" � CONTRACTOR. 9 ll, •• ' = Bali Way A. INSTALL PER MANUFACTURER'S Bali Way �' %;� i i C. PLACE BOULDERS BY STRAPS Marina FAX 310 SPECS. �? �a i '��f� '� ''ii/;' Del Re92 � AND PROTECT WITH CARPET. j ;;-,:!•,/;,%/, f ,, ' x - �_.., t- California 827-53100 B. PROVIDE 7 GA STEEL HAIRPIN �c-- �—+- i BOULDERS WITH EXCESSIVE . , } � 90292 827-5009 ' SCARRING WILL BE REJECTED. AT SLIP JOINTS PER MANUFACTURER'S SPECS. D. BOULDERS SHALL BE SURFACE 3 SELECT. C. REFER TO MANUFACTURER'S VINYL EDGING SPECS FOR MIN. RADIUS. BOULDER INSTALLATION 5 SCALE: 3" = 1' -0" SCALE: 3/8" = V-0" o REV. COMMENT DATE CVWD comments 06.04.12 1st Review Comments 0 mfl Restart Submittal 08.1511 1st Review 109.09 100%CD set ry-0-808 a ISSM DATE m 0 LANDSCAPE SET PHASE VIII June 4, 2012 DRAWN BY- JEH —— CHECK BY. JEH PROJ.NO: 204M10 0 CASE NO: ## c O E C of L HARDSCAPE DETAILS L304 10 of 26 10 BARBECUE UNIT. E. BBQ SHALL MEET ALL DISABLED ACCESS BACKING PLATE,FINISH TO ` W �Yr 5'-1 1/2" ZO LAYOUT SHELF. MAX. HT. FROM MATCH STAINLESS STEEL ' % — — '� Yr GRADE LEVEL SHOULD BE 34"AND r VAN 1'-4" BARBECUE UNIT. c < MIN. OF 32". f + NOTES: F. STAINLESS STEEL GAS BARBECUE WITH 4 20,000 BTU BURNERS, AIR VENTS. ( ) A. MANUFACTURER'S SPECS. SHALL CAST IRON GRATES AND 1 HOUR m e group GAS TIMER-CONTRACTOR TO ' TAKE PRECEDENCE IF THEY AUTOMATIC GAS SHUT-OF SWITCH — = C. REFERENCE IMAGE o o PROVIDE OPENING IN BASE FOR EXCEED THIS DETAIL FOR MODEL:VBQ-30GB-LP VINTAGE 30" landscape architecture �- 3 _ 2 TIMER. Ian planning INSTALLATION REQUIREMENTS. BY BKE. 7337 E. Doubletree Ranch — —— " LVL LEVEL - -- � VENDOR: VINTAGE/BKE SUPPLY " " I I I I i � �` 5 STAINLESS STEEL BBQ BASE -WEDGE Road, Suite C-165 A. PLAN NOTES: Nrtr :, B. ALL CONCRETE PER CIVIL PLANS. 82860 AVENUE 45 ANCHOR TO CONC. BASE w/(4) INDIO, CA 92201 ;�. E Scottsdale, Arizona 85258 T i � Tel: 602-462-9000 MIN. 3/8" BOLT x 4" MIN. EMBED. PROVIDE AND INSTALL A WIRE P: 1-800-998-8466 Fax 602-462-9001 ' F C. GRILL BRUSH IGNITER W/EACH www.egroupine.com A. PICNIC TABLE AT BBQ AREAS LVL R LVL ! x> STABILIZED DECOMPOSE. SANTA ANA ROUND FOOD COURT o - ' ' =�6 F t ;' B ' UNIT. SECURE TO UNIT W/CHAIN AS PER MARRIOTT STANDARDS. mail•egroupinc.com 6 GRANITE FRACTURED. SIZE: 2"THK "• ' ""• �# ��'�' - '�` C� � ATTACHED PER OWNER APPROVAL. TABLE. _ = �` ' min.x 1.0' ' max. COLOR: TAN — — MODEL: QR-42-FC _l• -:�_.. - . � �-= - �� _.� � � ( )-2.5 ( )� COLOR: CHOCOLATE. 10 7 , n, ' PROVIDE AND INSTALL A 12"X 12" N 9 8R k k� 0 GAS SUPPLY LINE PER SITE UTILITY D. HERMETICALLY SEALED(PLASTIC _ FINISH: C4-T2 (LSB) PLAN. INSTALL A SHUT-OFF VALVE LAMINATED) BRAZIER INSTRUCTION N BY: QUICK CRETE BBQ AREA 2 °P ONE PER UNIT IN ADJACENT OR ° PHONE: 951-737-6240 ( ) SIGN IN A FRAME AS APPROVED BY BACK OF EACH BBQ UNIT. OWNER. SHOP DRAWING OF SIGN s� Date CONTACT: BRIAN GOTZ A. DETAIL = s sY, ' F ` °' 8 95% COMPACT SUB-BASE PER CIVIL COLORS, TEXT SHALL BEIQUE, of cA11F B. ELEVATION *OR SIMILAR: OWNER PROVIDE AND ~% " ���3L � ' �� m"'' ` `''' O PLANS. INSTALL. APPROVED BY OWNER. C. REFERENCE IMAGE 3-#3 BARS BOTH WAYS. CA v '� PICNIC TABLE pADA compliant table: QR-42-FC-3 10 0 N provide 1 minimum. BAR B E Q U E UNIT O COMPACT SUBGRADE PER CIVIL PLANS. .� aA qU N 0 1 SCALE: 3/8" = 1'-0" 2 SCALE: 1/2" = 1' -0" o :� V CU �- 61 Lo 7 C1� C> V 1O BRICK HEADER. FACE UP SOLDIER d- ° COURSE. REFER TO NOTES. 1� STONE BENCH. REFER TO NOTES. J �2 STONE BENCH BASE BOULDERS. 2 MORTAR BED BY CONTRACTOR. t` ``" < MORTAR JOINT. COLOR TO MATCHMj z a: o - +1 ` STONE BENCH. 6 . 3 95/a COMPACTED SUB BASE PER I': ' ` ` + ? i v O H . ';I.: •. ::.�: :...:=. � '; ',� •: •.::,•::: CIVIL PLANS. BB '.l.. ' 4 DOWEL. — t� Q 8 CONCRETE BBQ 8 GRANITE ' ': ::.J .I:. 0 Q SDG FIN. PAVING SDG FIN. PAVING `` ~ 4 FINISH GRADE/LANDSCAPE AREA : CO O FFL FINISH FLOOR LINE O Q 2 3 3 2" BELOW ALL DECK ND WALKING ��, „�; 2 FINISH FINISH GRADE. REFER TO NOTES: ® � sz 5 ad N 4 4 HARDSCAPE/ LANDSCAPE PLAN. O O Q Q FFL 5 FFL LVL B �� O� O � ` j L+ - COLOR/STYLE: SURFACE SELECT w V d Q Q - ° ,Mk :.�'• r , � 3 � �� ��; � ' . . '•• . -- (�5) STABILIZED DECOMPOSED ' FINISH: CHISELED IF NECESSARY _ I i Z 6 ! . '� 3 GRANITE PAVING. , A. P L A N SIMILAR TO PICTURE CHARACTER. _ !- . ± ,_ ; ,:_—• , . �, � 6 BY: LANDSCAPE ARCHITECT TO C. THRU GRANITE -j, �{.- °` © 95% COMPACTED SUBGRADE PER H o u T Y N E R B. THRU WALKWAY ::, E l- . J I -_--1 I = CIVIL PLANS. 1 COORDINATE WITH CONTRACTOR. O Q 0 o REFER TO HARDSCAPE PLAN FOR p FrAYOUT. Architecture k Cob Interior Design BRICK NOTES: 13444 2 + O Bali Way - COLOR: RED & BLACK FLASHED �k .t Marina FAX 310 ` 827 FFL Del Rey 5292 B California 310 STYLE/SIZE: STANDARD PAVERS —III --- ---- - -- _.. _ ;.h � 90 827-5009 f 6"x9"x2-318" "_. 292 - BY: BELGARD PAVERS 'FFL FINISH FLOOR LINE _ I-. -' +'_ 4 3 FYI "i !REFERENCF IMAGE WWW.BELGARDPAVERS.COM LVL LEVEL B. E L E V A T 1 0 N "3a Iz. . . ;r� s„��.�. � tM BRICK HEADER AT BARBECUE AREA TOS TOP OFSOIL STONE BENCH C. REFERENCE IMAGE 4 A. PLAN m SCALE: 314" = V-0" SCALE: 3/8" = 1'-0" Rrry COMMENT DATE 13' & CVWD comments 06.0412 CONCRETE PERIMETER BAND. let Review Comments 09.3011 NOTES: 1 Restart submittal 08.15.1 g " 1' 2 PEDESTRIAN ACCENT PAVING. 2 tat Review t09.09 - ALL EDGES TO HAVE% RADIUS O PREFABRICATED CONCRETE BENCH. Q set yCID ��� �� MIN. r — — — — — — 1 ( I ME DATE CONCRETE FOOTING AND ANCHOR INSTALL ALL PAVERS FLUSH TO � O _ MANUFACTURING TOLERANCE SYSTEM BY CONTRACTOR. 7'-6" O — I 1 +/- 1/4". B ADJACENT PAVING. i — — i ( I 5 LANDSCAPE STABILIZED DECOMPOSED GRANITE 5'-6" — �' - AND FRONT OF BENCH, ® TRAM STOP BENCH. I � ; ° ; I 3 � � � � SET PHASE VIII A. REFERENCE IMAGE STANDARD GLOSS SEALER. @ BOTTOM C , 9 I I LVL I 14 June 4, 2012 OR EXISTING CONCRETE SIDEWALK . 7f — — — — — - COMPLY W/MANUFACTURER TO REMAIN. 1 I : : O 2"-4" SA L � L— — — — — ——— --� DRAWN BY. Ei ND BASE. AS PER 4 SPECS. 2 MANUFACTURER'S SPECIFICATIONS. CHECK BY: JEH • SHADE TREE @ BACK OF BENCH. B. E L E V A T I O N PRo.� � 204>39>a EXISTING UNLESS OTHERWISE 4 6 COMPACTED SUBGRADE PER SOILS CASE NO: ## 5 NOTED. 0 REPORT. NOTES: 1/2 O5 LIGHT FIXTURE BY ELECTRICAL COMPACTED SUB-BASE PER CIVIL ENGINEER. 0 PLANS. 1. REFER TO PLANS FOR LAYOUT LEGENDS: °' ` `t `� 13' AND PLACEMENT OF MATERIALS. O gARBEQUE UNIT. SEE DETAIL 5 ADJACENT PAVING/LANDSCAPE 0 ► ` /� 6 RECESSED SITE LOGO AREA. 1' 11 1 8 ADJACENT LANDSCAPE AREA. REFER 2. NO UNDERGROUND GAS LINES iw. 0 TO LANDSCAPE PLANS. 2/L3.6. AREA. 2" BELOW DECK AND WALK SHALL BE PERMITTED WITHIN @ FRONT SIDE. TO BE APPROVED CVWD EASEMENTS. FINISH GRADE. REFER TO q• C~ a : . ., ;: :� '�°` _ BY OWNER. g 2 1 3 g ADJACENT WALKWAY PAVING. 2 DINING SET. SEE DETAIL 1/1-3.6. HARDSCAPE/ LANDSCAPE PLAN. 3 N VICTORIA SERIES FFL BRICK HEADER. FACE UP SOLDER�3 CONCRETE HEADER. _ _ _ COURSE. COLOR: DAVIS-OMAHA TAN. a�:..,, HARDSCAPE 3 2 MODEL: Q1-PAS846(A) \��� �i\Illlilllllililllilllll�( Iilllll II{II�Illllilllll�lllli 1111111_I 9 6' 2� COLOR: C12 (COLONIAL BRICK) ® S.D. GRANITE . SEE DETAIL �7 LIGHTING FIXTURE BY OTHERS. DETAILS TEXTURE: 17 (ACID ETCH) 6 5 7 1/L3.2. B. FRONT ELEV . C. SIDE ELEV . BY: QUICK CRETE PRODUCTS CORP. • PHONE: (951)737-6240 B. SECTION LVL LEVEL www.quickcrete.com * P A LANDSCAPE AREA (PLANTING AREA) TRAM STOP CONCRETE BENCH T13 RAM STOP ENLARGEME"" ' L35 BARBEQUE AREA • 5 SCALE: 3/8" = 1'- 0" 6 SCALE: NTS 7 SCALE: 1/4" = 1'-0" 11 of 26 !� UTILITY EQUIPMENT" - - - - - - - -- - - - (SEE COVER SHEET FOR PLANT LE END REF.UTILITY � _ _� ,`��� , NOTES ON LEGEND.) WATER EMITTER • ' PLANS __ T _- _-` TREES SIZE SPACING QTY USE QUANTITY i UTILITY • x ;'� UTILITY Acacia stenophylla 36" Box 27 0.2 L 3 XB-20PC-1032 - �� r c�* ♦�EQUIPMENT REF.UTILITY -��� EQUIPMENT Shoestring Acacia 20'OC CVWD 0.2 L PLANS ,;�' - ♦\ REF.UTILITY c UTILITY ice' - ♦ PLANS EQUIPMENT - ♦\ TREES,PLANTS, i�� - 1 \� `, • - • \ ; ♦♦ POTABLE WALLS,SIDEWALKS, + Acacia aneura 48" Box 26 0.2 L 3 XB-20PC-1032 "' REF.UTILITY i�� \; `_� / PLANS - `` ' U WATER LINE AND PERMANENT MUlga 25'OC CVWD 0.2 L O ° / ♦� STRUCTURES OF ANY --�i'�� l/^' i C� / \ ♦ KIND SHALL NOT BE �0 0 j \ ♦� PLANTED,INSTALLED 8 Bauhinia mexicana 36" Box 14 0.2 L 3 XB-20PC-1032 rWO + ar ♦` OR BUILT IN CVWD OR Orchid Tree 25'OC CVWD 0.5 M low / �' V e • �+' G� -1 USBR EASEMENTS OR S o rn 910i R.O.W.WITHOUT w ' �� -�� ® \ `���.�OBTAINING A PERMIT EXISTING e q, p o N G Olneya Tesota 48" Box 12 0.2L 3 XB-20PC-1032 g r o w 00 °� { p ■ �`, �� FROM CVWD. ��� Ironwood 30'OC CVWD 0.2 L landscape architects% e v x= ° r o ,Y. - N I C _ land planning ��; l�/` �\: 1 �` ■ BEA WITH R� ■ ® ' �LECTRIC�L,\` ���►��� -- _ 2 BUBBLERS 7337 E. Doubletree Ranch EXISTING --o. SEATING A EQUIPMENT -_ Phoenix dactilifera'MALE' 16'BTH 17 0 8H Sri ♦ + ■ REF.UTIL7nr {? ri; ,,, ; ; Date Palm diamond cut trunk/matched height Per Plan CVWD 0.5 M Road, Suite C-165 $ N . I .C. X �` ♦♦ F .;°' PLANS Scottsdale, r� �� ♦ �� ale, Arizona 85rsg ®O t} GOLF PUTTING _ - _ " 0.2L 3 XB-20PC-1032 Tel: 602 462 9000 \ Q �' _ Parkinsonia Desert Museum 48 Box 20 O O CHALLENGE AREA. o `_ -- - - - - - Palo Verde'Desert Museum' 25 OC CVWD 0.2 L Fax: 602-462-9001 e (SYNTHETIC 1 � , RO S www.e rou inc.com �� SEE HARDSCAPE w " �� +fit , 9 P % \ ♦ Q . PLANS >: '� ilt tCt•r $ i \ ♦ �,� o • / �..r• °s '* *�+■ �'• w •� ., s, �• Washingtonia robusta 18 BTH 15 0,8H 2 BUBBLERS mail-segroupinc.com k(�' i�i \ GOLF P TTI ® s -• - m �> 20'CVWD SEWER a • a, = - '------"-- --r ---- Mexican Fan Palm-skinned trunk/matched height U NG • + o `Tv/ -_1 ''-"------ 9 Per Plan a 'CHALLENGE A�EA. tJ / CVWD 0.5 M c EASEMENT i� ■ ■ ♦♦ (,� NTHETIC�I URF) �O gip, �} ! ®� � :•: 4 � ® �XI STI N G / / (' �( / CAP �� �� r ♦ \ SLR HARD CAPE {! " • ° ♦ \ / $ ° € / / SHRUBS SIZE NOTES QTY ���� ® ♦ , . , p / ! ' `�_i .-C• / Bougainvillea gl.v.'Torch Glow' 1 Gallon 19 0.5M 1 XB-20PC-1032 j `C- >. ® a 00' U ° ■ v; / o ��'� PRIVATE i / Torch Glow Bougainvillea V OC CVWD 0.5M '' �i ® ♦♦ �. - O O 4 r _• ; WATER LINE 7 / ' / Caesal inia mexicana 5 Gallon 76 0.5M 1 XB-20PC-1032 20'CVWD / / Mexican Bird of Paradise 8'OC CVWD 0.2 L , ■ � ♦� .�■�• "'•... % / j ' j s"T Date ��P OVERED- O �"�� EASEMENT / I /, 9TFOF FOB ti PLkRKING ,� ■ ■ Calliandra califomica 5 Gallon 23 0.2UM 1 XB-10PC-1032 CA�� 20CVWD SEWER STRU URE �2 CVWD SEWER / f +- # EASEMEN / �\ ♦ �: `� 1 % ' LINE PER / / j ' �/ 0 Red Fairy Duster 6' OC CVWD 0.5M ■ DEDICATED BY r' �. �♦ oC t1 ■ /` CVWD / / 1 /�/ • Eremophilla maculata'Valentine'5 Gallon 64 0.2UM 1 XB-10PC-1032 O TRACT MAP 288185 ♦♦ ® / DRAWING NO. / / 1 E i/ Valentine Bush 6'OC CVWD 0.5M REC RDED 1 ° ■ / 36503 O BOOK 427 OF MAP • • Z0(4 •i � � o .., ® • ' / 1 Salvia leucantha 5 Gallon 27 0.2UM 1 XB-10PC-1032 ON PAGES 91-10 � �' 1 / ,"7 -- • ■ / AS INSTRUMENT ♦ ♦ o O ® `( Mexican Sage varies CVWD 0.5M N 0� O NO.2007-0763999 � \ \ � O � CVWD SEWER =O • i s 1 / / / � "`•+,,,/ � . � � N m O.R.RIVERSIDE ® `. LINE PER ' + r--ELECTRICAL ' i / / f ED Leucophyllum candidum 5 Gallon 52 0.2UM 1 XB-10PC-1032 O o ■ COUNTY CVWD O ® EQUIPMENT / i ; / j % Thundercloud Silverieaf 5'OC CVWD 0.5M v ■ DRAWING NO. REF.UTILITY i / / / �, • T E TREES,PLANTS, �+ 36501 ® + a PLANS / j I ;' , ,/ Lantana Camara'New Gold' 5 Gallon 99 0.5M 1 XB-20PC-1032 v A 414 WALLS,SIDEWALKS,AND f 0 � ■ � � $ /' / / � � , O New Gold Lantana 6'OC CVWD 0.5M 0 � `�„� 0 0 m PERMANENT 0p \J� `� ` ' i / / Ruellia peninsularis 5 Gallon 62 0.5M 1 XB-20PC-1032 4-4 STRUCTURES OF ANY O �� / / / Baja Ruellia 6'OC CVWD 0.5M CC3 KIND SHALL NOT BE - ® • / � � � O � PLANTED,INSTALLED � �-�`' ��� � �� r l ' � •' I� /�'- , OR BUILT IN CVWD OR + • ' /r EX ' r� Russelia equisetiformis 5 Gallon 67 0.5M 1 XB-20PC-1032 ''�"� O V Coral Fountain CVWD 0.5M $ USBR EASEMENTS OR Q � O � � � � � � � / / / / / EX�S� �NG - O■ T 80C $ R.O.W.WITHOUT }■ ..• ;�, • / / I ; / r Tecoma x'Orange Jubilee' 5 Gallon 36 0.2UM 1 XB-10PC-1032 00 •� • _ - i �" -� G Orange Jubilee -� OBTAINING A PERMIT CT ° ... .•, • - , y, ^^ FROM CVWD. O O�' 9 14 OC CVWD 0.5M 20'CVWD SEWEF % �N,- Ld. ' ACTI/ACCENT SIZE NOTES/ i / QTY J Z O ■ EASEMENT / / / 9 /" Agave vilmoriniana 5 Gallon 31 0.2L 1 XB-05-1032 t M"'I • ° �� DEDICATED BY \ _ / i / ' I I �/ /i Octopus Agave V 0 � O � TRACT MAP 288185 � � �- , / - P 9 8 OC CVWD 0.2 L y tk ■ �� RECORDED IN ✓' ; _* / Agave desmettiana 5 Gallon 99 0.2L 1 XB-05-1032 - p BOOK 427 OF MAPS �m ® O Smooth Agave 1- 1 • ON PAGES 91-101 C7 g 8 OC CVWD 0.2 L O AS INSTRUMENT p t / f l l �t /, /,/ A V 0 Q EXISTING /,; Agave e bovicomuta 5 Gallon 1 0.2L 1 XB-05-1032 0.2007-0763999 1lTILITY � i r ' ,/ / ! Lechuguiila Verde PER PLAN CVWD 0.2 L ' Z �+ GOLF COURSE WILL REPAIR THIS AREA TO _RIVERSIDE ® • \ EQUIPMENT_ _� / / / ' ' ' - 1 h Agave deseti 5 Gallon 3 0.2L 1 XB-05-1032 0 MATCH PRE-DISTURBANCE CONDITIONS. O •G COUNTY 0 0 I REF UTILITY - ` �� i «.• • l l N . I .Ce // / // g PLANS ''+'•• r A ave g PER PLAN CVWD 0.2 L �r_ w PRIVATE • / r / i'/ 11... $ } y PARKINGCOVERED WATER / / ; , j , ' / Agave geminiflora 5 Gallon 2 0.2UM 1 XB-10-1032 I- v o O �■ / / / sTRUCTURE r / / / /% j i Twin-Flowered Agave PER PLAN CVWD 0.2 L0 < OD C I l / �� Z 20'CVWD SEWER a: , (TYP.) l_ � /' i' Agave parry! 5 Gallon 5 0.2L 1 XB-05-1032 �> EASEMENT ./.; - 20'CVWD / - _' SEWER / / Perry's Agave PER PLAN CVWD 0.2 L $ • ■ DEDICATED BY + ;': Q t lot / / EASEMENT / /� ` /� H o U S T o N / TRACT MAP 288185 : , T Y N E R O O 0 _' / Agave victoriae-reginae 5 Gallon 4 0.2L 1 XB-05-1032 EXISTING /` CVWD 0.2 L RECORDED IN i /' f mot o ■ o + \ �� �`\ / , / j ir; i Queen Victoria Agave PER PLAN Architecture �g r BOOK 427 OF MAPS J GOLF 0 ON PAGES 91-101 �/ 4, Aloe b O im AS INSTRUMENT /r ;:�, ® K' i \`��� Medicinal Aloe 1 Interior Design `,. : + i ; e arbadensis 5 Gallon 0.2L 1 XB-05-1032 1 NO.2007-0763999 4 p _ .t,` �` 1 r---- PER PLAN CVWD 0.2 L 1 3444 + o O.R.RIVERSIDE _._. - , ■ 'o - o COUNTY ■ /. /:` + • - ��� ; �� �` Aloe variegata 5 Gallon 6 0.2L 1 XB-05-1032 Bali Way N . I .C. Partridge Breast Marina FAX 310 O �t:_: �; • g PER PLAN CVWD 0.2 L O 0 :� gk° • Del Re 827-5292 Yt O ■ � I �� • -- + ��� ���� Echinocactus grusonii - 6 0.2L 1 XB-05-1032 California 310 + Golden Barrel Cactus 12" min. dia. PER PLAN CVWD 0.2 L 90292 827-5009 Echinocereus en elmannii - 0.2L 1 XB-05-1032 c p�, qr I \ Hedgehog Cactus 4 GOLF COURSE WILL REPAIR THIS AREA TO 0 ■ yp a ° 1 \ g g 12 min. dia. PER PLAN CVWD 0.2 L MATCH PRE-DISTURBANCE CONDITIONS. �� / + Q 7 �` 1 I ' i 1■ O O ,4 O O ELECTRICAL- + OI r I Ferocactus acanthodes 3 Ft.Tall 9 0.2L 1 XB-05-1032 �♦ O EQUIPMENT Compass Barrel 12" min.dia. PER PLAN CVWD 0.2 L _ ♦` • �;� REF.UTILITY ♦ ♦ PLANS 10 I i � Ferocactus wislizenii 3 Ft. Tall 5 0.2L 1 XB-05-1032 �. BBQ WITH SEATING AREA. ♦♦ ♦♦ • + ° O ;� I j' Fishhook Barrel 12"min. dia. PER PLAN CVWD 0.2 L ♦♦` �♦♦♦ O CO • a + -"` Fouquieria splendens 6 Ft. Tall Min. 6-8 Canes 3 0.2L 1 XB-05-1032 REV. COMMENT ♦� ♦ ° ■ i r-y--J Ocotillo PER PLAN CVWD 0.2 L DATE GOLF Ca�RSE L REPAIR THIS AR O `F MATCH PRkDIST BANCtGONDIT NS. . • O ° I / Hesperaloe parviflora 5 Gallon 11 0.2L 1 XB-05-1032 CVWD comments 0604.12 u ♦♦ �e 0, j Red Yucca PER PLAN CVWD 0.2 L tat♦ ♦ / 8� -_` , ■ I / Review Comments 09.30JI NOTE. ` ♦ ♦♦♦ E `I / �� 1 / Lophocereus s, monstrosus 15 Gallon 1 0.2L 1 XB-05-1032 0 E i 1 r Totem Pole Cactus 3 spear min, st Revrti Wubmittal 08U915�t1 ; ♦ ♦ P PER PLAN CVWD 0.2 L t 1 NO GAS LINES TO BE LOCATED ♦ Mammillaria microca a 5 Gallon 0.2L 1 XB-05-1032 � �� ° O � 7 100% CD set 12.08.08 WITHIN CVWC EASEMENT ♦♦♦ `♦♦ Gc�LF // /�-�„ �� 'O ■ / i Fishhook Pincushion 12"min.dia. 2 PICNIC TABLES WITHIN CVWD ♦♦ ♦♦ // �-� � / i PER PLAN CVWD 0.2 L EASEMENT ARE NOT TO BE ♦ ♦ / / �..� O ri 1 1; ISSUE DATE E °D ANCHORED ♦♦ �♦ N019�/ / '�-�,� /1 Opuntia basilaris - 2 0.2L 1 XB-05-1032 ® 3 ALL IMPROVEMENTS WITHIN CVWD ♦ ♦ • i ����_ p O O /4.� Beavertail Prickly Pear 4 pad min. PER PLAN CVWD 0.2 L o EASEMENT MUST MEET CVWD ♦♦♦ ♦♦ /' // GOLF LFCOUREEWIILLREPAIR THIS A EA To ~'"�� ( O Unt - LANDSCAPE ♦ / / p is bigelovii 3 0.2L 1 XB-05-1032 DEVELOPMENT DESIGN MANUAL ♦♦ ♦ / / Teddy Bear Cholla 3ft min. PER PLAN CVWD 0.2 L SET PHASE VIII GUIDELINES ♦ ♦♦ / / ♦♦♦ /y // Yucca gloriosa 15 Gallon 2 0.2L 1 XB 03� Opuntia engelmanni - 1 0.2L 1 XB-05-1032 June 4 2012 ♦�♦ / Spanish Bayonet PER PLAN CVWD 0.2 L �► Englelmann's Prickly Pear 8 pad min. PER PLAN CVWD 0.2 L ' ♦♦ I / e O Opuntia ficus-indica - DRAWN BY JEH UTILITY SYMBOL LEGEND � Yucca baccata 15 Gallon Multi stem 3 0.2L 1 XB-05-1032 � o P 2 0.2L 1 XB-05-1032 � Indian Fig PER PLAN CVWD 0.2 L CHECK BY: JEH Banana Yucca PER PLAN CVWD 0.2 L � 9 8 pad min. PROD. NO: 204139.10 Yucca recurvifolia 15 Gallon 3 0.2UM 1 XB-10-1032 Opuntia microdasys - 3 0.2L 1 XB-05-1032 o REFER TO UTILITY/CIVIL PLANS FOR DESCRIPTION OF SERVICE AND DESCRIPTION OF SYMBOL. Bunn Ears Prickly P c COORDINATE ALL MINIMUM CLEARACES WITH LANDSCAPE PLANT MATERIALS. Pendulous Yucca PER PLAN CVWD 0.2 L Y y ear 8 pad min. PER PLAN CVWD 0.2 L CASE NO. Yucca rigida 15 Gallon 2 0.2L 1 XB-05-1032 ® Opuntia violacea - 5 0.2L 1 XB-05-1032 SYMBOL DESCRIPTION � Blue Yucca PER PLAN CVWD 0.2 L Purple Prickly Pear 8 pad min. PER PLAN CVWD 0.2 L TRANSFORMER GROUNDCOVERS SIZE NOTES QTY WATER USE Pedilanthus macrocarpus 5 Gallon 15 0.2L 1 XB-05-1032 ■ o Slipper Flower PER PLAN CVWD 0.2 L Lantana montevidensis 1 Gallon 44 0.5M 1 XB-20-1032 Stenocereus thurberi 5 Gallon 1 0.2L 1 XB-05-1032 PULL BOX Trailing Purple Lantana 8'OC CVWD 0.5M o� NORTH Organ Pipe Cactus 4ft min. ht. PER PLAN CVWD 0.2 L W ® PULL BOX 4 j\0 E Co O Convolvulus cneorum 1 Gallon 65 0.2L 1 XB-10-1032 i Silver Bush Morning Glory 4'OC CVWD 0.2 L f►N FIRE HYDRANT .� COVED �,,C Wedilia trilobata 1 Gallon 82 0.5M 1 XB-20-1032 These plans have been reviewed*by the Coachella Valley Water District in accordance 10' 2p' 40+ DETECTOR CHECK 8'OC CVWD 0.5M with Water Code Title 7. Division 1, Chapter 3,Article 10.8, Section 65597 et. Seq. scale: 1'-20'-0' { Yellow Dot Requiring efficient landscape and irrigation design in cooperation with the local goveming WATER METER BY. G LANDSCAPE MATERIALS QTY agency(City or County). DATE: L = 'Midiron' Bermuda Turf 2 200 s.f. 0.7H *Approval of this drawings by CVWD Staff does not constitute approval to encroach into LANDSCAPE ' I 0 TELECOMMUNICATIONS district and USBR fights-of-way. Trees, walls and permanent structures of any PLAN 9 y plants, 9C! Sod kind may not be planted or installed in CVWD and USBR easements of right-or-wayi® GAS VALVE G�j. �5�� Decomposed Granite. 3/4"DESERT GOLD Screened 2" Min deep without first obtaining (�RAI: � P p 50,430s.f. g an encroachment permit from CVWD. non-turf planting areas. 1"deep in dust control areas. L4m 1 NOTE:- ALL TREES TO BE SINGLE TRUNK Date: _ CENTRAL LEADER WITH BRANCHING TO L40018` W°ter anagement 1 BEGIN AT A MINIMUM OF 6" FROM TOP OF - ROOTBALL CVWD Plan # velopm t ervices Supervisor I I 14 of 26 _._....... ......-..... - --... PLANT PAW SO THAT I AXIS is PWNB 00 E TTGFRETI conTifS, BA51N �� ALL NLLDW MI TREE 0 MOVE DEPRESSED WATERING s• 3 W Il)i LODGE POLE PINE TREE STAKE(2 EACH) �y SET TO TOP Of ROOT CROW At FINAL.CRAW e group CINCH TES I iNsm 12'AWAY FROM EDGE OF ROOTINU p SET TOP Of ROOT WOA7 FINAL GRACE FINISH cRADE landscape arch ecture O(PRfSM WMIRING BASH land planning � 111� � lt8 �Ilm�l�a� • 7337 E. Doubletree Ranch ja'- Ili lii'i IINI141911111M laz BIII a im�11 ID p� 11111 MAIM UNDWURBED sore _ Road, Suite C-165 me -e M-M UNDISTURBED SOIL RDOTI►ALL FINISH GRADE Scottsdale, Arizona 85258 Tel: 602-462-9000IL 4 NOTES: i�il01 Fax 602-462-9001 s11111 _��Ill�l j 2X RDOTBALL �'pp PIPiITp� REFER " 7O SFTIDN Ilf�l— g i! wow. rou nc.com i G N TURF AREAS LEAVE A BAR£AREA NOTES: III 1102illifd LMTAE UNDISTURBED SOT. "i7 P IN T RFOX, RE AWAY E A TREE AREA KW SRW MINIMUM OF 3' FROM NOTES: �I 2X RootBALL a mail rou inc.com .. IN ALL DIRECTIONS IN PARKW AS NOTED ON PLANS 7ANP dl ITATER-SETTLE APPLY I'THICK LAYER OF WHITE PLANTING DEGOLMED MWI E APPLY I'THICK LAYER OF TOP OF ROOT BALL G ON rOP Or ROOT BALL ON TO OF ROOGRAT BE NOT TO BE LD"V MI FHN GRADE STARE SMILE TRIM TREES IF NEEDED APPLY ON TOP Of ROOT BAIT 1WK LAYER OF DO NOT STAKE MULP TRUNK TREES OMUS"M FORM 3' BERM TO CREATE 1T'MPORARY WA1'ERNG =� GRAWM FORIM 3'em TO CREATE MPORW WATERING BASIN(USE WRH &MLFR IRRIGATION ONLY) ON TOP Of ROOT Brill I BASIN(LASE WITH RIMS pLRIGATION ONLY) e �'j• Date �� MWH 2WO ; NONE DAM MRCH 2O0t3 SHRUB INSTALLATION sue: NONE DATE.MARCH 2W8 PALM TREE INSTALLATION scwF: NONE ��OF CAUF aATE TREE INSTALLATION Slanotun on FM PIT owc wo. S•�n on I% �003W LANDSCAPE MGR. LYMSCAPE DMSION CITE OF PAIN DESERT OO LANDSCAPE hGR, UWD°itJY'E DIVISION CITY OF PALM DESE(R 002 tNiC1SCAPE MGR. LANDSCAPE ONISION CITY of PALM DESERT H 41110. +00 TREE INSTALLATION - CITY OF PALM DESERT SHRUB & GROUND COVER INSTALLATION - CITY OF PALM DESERT PALM TREE INSTALLATION - CITY OF PALM DESERT � 1 n *� ' SCALE:N.T.S. L SCALE:N.T.S. SCALE:N.T.S. •(0 0A � oar U p FLASH GRADE 2' III LIST OF MATERIALS J c _ I I I ICURB24,LAIN AARRE TO BE WSM O FINISH GRADE. SLOPE AWAY FROM Z H SLOPED GRADE �EW CLEWANCE BASE OF PLANT. 0NAADSCAPE OR E'IHI5H FINISH GRADE 2 PLANTING PIT TO BE AS DEEP AS GRADE PER PLML CURB k GUTTER OR MER ROOTS. ' r HNt0 WE FEATURE PER PLAN. - BACKFILL TO BE NATIVE SOIL TREATED 0 Q Cl) mule REFCR�E Lw"_ "^ WITH SOIL SULFUR. HAND TAMP IN • 2' ;� PLACE. WATER ONLY AT TIME OF Z �-"' T� PLANTING. ® < oC FOW GRADE MOUND H IT PER PLAN(E +Ir.+In Uj I 4�NATIVE SOIL. V ALL CAMTWS AMD YQDS ,Y LEVEL GIRADE AIr n TO BE BURG T Lll Lll LL! ••°- •. . •• —L-1�h 2 H O U S T ON NOTES: —I I =1 I=1 1-1 1= I e ° '. 11==!11- —_ T Y N E R NOTES: IauNDs ARE PER T>IAGwut 1=�111�11=Lil�ll ALL hEDIAN L.DERS TO BE BURIED MOUND SHAPES DO NOT REPRESENT ACILML CONTOURS 3 A NINaALIM 1 J NOT TO EXCEED I2 GRADE TO ACTUAL SITE CONDITIONS I —i 11�I f1—ul •',� — Architecture FROM TOP CURS OR REFER TO c LMDPE PLANS -III=I I(=►I 1=1 1— —III—III—I 11= ALL BOULDERS TO BE A MINIMUM 2e GNE PRKIRITY TO ORANADE OF ( ��11-11 Interior Design FWN CURB/HARDSCAPE UNLESS NOTED ON PLAN PLANTED AREAS 'I I—I i l—III—Ill=1 I I—III—III=1 I-1 I I—I 11-1 I' 13444 J11�Ti-111=�11=111=�11=111=1Li=L1= 2' FROM MP OF CM OR AS WU ON Pun I--III=11 I—III—III=11 IIRI I ILU I I—I Ill— I Bali Wa BOULDERS w CLUSTERS TO BE SET AT _ _ _ _ _ - Y ` VARIOUS HEIGHT$PER CITY APPROVAL I 1=1 i—III—I I 1—I �'��1=�11—I���.���I-�LI;-11I- �' Marina FAX 310 4 Del Rey 827-5292 California 310 DATE:MARCH 2008 BOULDER INSTALLATION scAIE NO aTE; LARCH 2008 MOUNDING DETAIL SCALD: NONE 90292 827-5009 ar DMJNMG w. PLT !7d5'0 tare on F� lJ4&S{.APE DMSM CITY OF PALM DESERT 006 'iffon MLANDSCAPE DMS�NaTY or PALM DESERT 0 LANDSCAPE IAGR LANDSCAPE MGR. N - CITY F PALM DESERT MOUNDING INSTALLATION - CITY OF PALM DESERT ACCENT PLANTING BOULDER INSTALLATION O 4 5 SCALE:N.T.S. � r SCALE:N.T.S. SCALE:N.T.S. REV. COMMENT DATE 0 CVWD comments 06.04.12 let Review Comments 09.3011 Restart Submittal 0E.15.11 let Review 1.09.09 100%CD set 1208.03 % _ ISSUE DATE 1� OCOTILLO. �i ACCENT PLANT. LANDSCAPE B do �2 FINISH GRADE. SLOPE AWAY FROM 1 �2 ROOTBALL OR BARE ROOT, SPREAD ROOTS SET PHASE VIII BASE OF PLANT. Lj UNIFORMLY. June 4 2012 1 OPLANTING PIT TO BE AS DEEP AS � BACKFILL WITH NATIVE SOIL. HAND TAMP IN DRAWN BY- JEH ROOTS. W PLACE. WATER ONLY AT TIME OF PLANTING. CHECK BY: JEH O BACKFILL WITH NATIVE SOIL,TREAT Of ® FINISH GRADE. PROJ.NO: 204139.10 Uj PLANT ROOTS WITH SOIL SULFUR. 2 2 CASE NO: HAND TAMP IN PLACE. WATER ONLY ail N AT TIME OF PLANTING. = 3 5O NATIVE SOIL. 4 - INOTE: These plans have been reviewed`by the Coachella Valley Water District in accordance with Water Code Title 7. Division 1, Chapter 3, Article 10.8, Section 65597 et. Seq. 1.PLANT OCOTILLO AT SAME DEPTH AS _ ORIGINALLY GROWN. Requiring efficient landscape and irrigation design in cooperation with the local governing 5 County). _-) I I—III—III- 2. HARE ROOTS SHALL BE OUT OF THE agency(City or Coun g y _ f GROUND FOR 5 DAYS BEFORE Approval of this drawings b CVWD Staff does not constitute approval to encroach into LANDSCAPE RE-PLANTING. district and USBR rights-of-way. Trees,plants, walls and permanent structures of any DETAILS I- kind may not be planted or installed in CVWD and USBR easements of right-ter-way _ without first obtaining an encroachment permit from CVWD. ► III II1�--� � Date: />, I &O L, L5wl ACCENT / CACTUS PLANTING OCOTILLO PLANTING W4bol 9 tif er nagement per ' or 7 SCALE N.T.S. 8 SCALE: N.T.S. CVWD Plan # 6evelopmen rvices Supervisor 15 OF 26 4 __ 1� =` = �� IRRIGATION EQUIPMENT LEGEND /••� / i UTILITY SYMBOL MANUFACTURER AND MODEL 1 EQUIPMENT- -- _- - WATER METER FROM GOLF COURSE, SIZE PER PLAN - " wo � �TIu� _ - _ ' , LOCATION IN EXISTING TO REMAIN. ELECTRIC C FY SERVICE, CE SERVICE-PROVIDEPRESSURE BY AND ..0� i �� uTR�a( OWNER. VERIFY SERVICE AND LOCATION IN FIELD. I �� �~ EQUIPM��T HAYWARD BASKET STRAINER MODEL 72 WITH BALL E PGREF.UTILtZY\ # -PLANS ♦� VALVES AND 80 MESH MONEL SCREEN- EXISTING TO�� 1 / ------�• ♦ REMAIN. / RTY WILKINS 510 PRESSURE REGULATOR SPRING RANGE EQUIPMENT �PP_ � #to �- , R 75-125 PSI --EXISTING TO REMAIN. Fi rou REF.UTIUTY .� ~ /� � � \\♦♦ � group 00 PLANS �''/ j , ; �` MASTER CONTROL VALVE. RAIN BIRD MODEL EFB-CP I; // `� landscape architecture ,f UTIL / ,yam j , ; ' , , V2• �\ ELECTRIC REMOTE CONTROL VALVE. SIZE PER PLAN. ENT uTY // \r\ v , ? ; ; ; ' ; ' ; L `� '�'` ��� ® EXISTING TO REMAIN. land planning ,} F.UTILITY EQLIIPM€nrr // `� {, ' ! , T�, �\ 7337 E. Doubletree Ranch ! / r I ! ! \ � � EXISTING F DATA INDUSTRIAL MODEL HFS125 FLOW METER. SIZE I I 1 ! 1 ; , Ir , .�PLANS ,UTILITY / I i ! ` . ❑ Road Suite C-165 PLAN i I ! ; ; I ' \ \ \ PER PLAN EXISTING TO REMAIN. l '`� / Scottsdale Arizona 85258 1402 RAIN BIRD PRESSURE-COMPENSATING FLOOD i ' ! ! 'r j \ \ `` \ \\"•.� N . I .C . BUBBLER (0.5 GPM AT 25 PSI). \ ! \ // I B I IT i ! I ' ; I , ! ! F I / tL CTRICAb '---- ---------------------- Tel. 602-462-9000 / \\ \ ' < E�TINCn AI I , i ; l , j I / EQU NT �-'-------- — _ — _ _ -- _ GPM PER TREE Fax 02 462 9001 EXISTING � � �w � !�►: � _.._ �. — ..— _._. — 2 PER PALM--1.0 6 \ ` �j I j j f III I I i ! ' , ; I j REF.UTILITY, ��� NIBCO FBV-SERIES FULL-PORT BALL VALVE. SIZE w".egroupinc.com ! , \ I I � PLANS �� - -- - - - - - - mail rou 'nc.com �� �~ H PER MAINLINE SIZE, PER PLAN. weg pl I ? N • � � � ��.� \ ¢W�A�11L����AREA. I ( J I ; I j i ; , h � ` i I � RAIN BIRD 33D LRC QUICK COUPLER. INSTALL ON ; / \ J I i \ ; i - - - --- MAINLINE PER PLAN. �ISYNTHIiiT;URF� V` / . `` - �. � E� �'" L ;, — _ _ - - - -- - - - - -1 - - - -+ - - IC 10A-2 CRISPIN AIR- LIEF VALVE G I RE \ ♦ i ' ! 1 ` ' ' ; ; i ( ! 1 I ,y _ �./ -- — — — __ _ PESB-PRS-D SERIES RAIN BIRD ELECTRIC REMOTE c, i . , WITH PRESSURE REGULATION SIZE G(�LFPd�TTI I I , 1 i ; ' , t �. ° ! — - _ i / - - ------- CONTROL VALVE! �V / ' J PER VALVE TAG. i /�i'' y�i� \♦ \ (�NTHETICr RF) ! ! 141° , j " / 4 + �. _ l l 1 i, '7/,9 - \ NEW IRRIGATION MAINLINE. SCH. 40 1 THRU 1 1/2"; s \Q- �� i, ' `i ♦♦ �� \ ';..''' . _ T - OR LARGER. < Date �. �� % � , k I ; , � \ ♦ Y. \ ffi, ' ! , I ! i � ; I , � 3,1P ! , ; : / ,/ , � / ,�_ CLASS 315 PVC 2" q�OF CAUF i�� �/ �•' { ; l y ! ! i j `'� \\ f 1 \ J ' i ; i i ' ' { i t l l ' ! i i l l 1 { ! \ —PRIVATE CLASS 200 PVC LATERAL LINE FOR TURF AREAS ' i� % , ( ' ; ; , ! ; I ! ( I ' ( - ♦ \ \ // �P1 WATER / r / � //, ; (BURY 12 BELOW FINISH GRADE).�,t VE'�axN15!SRAcLi$' p I�1.; ! ( NOTE: CVWD EASEMENT j I` / { ,lei '��'`:,;;/ CLASS 200 PVC LATERAL LINE FOR PALM BUBBLERS i� ; I l ' i i ' I ! ' ! I I , ! ! �� \ ♦ �! 1 ;QFjTWE�N ,CLU$T R5 I i I I i ' i I; VALVES IN CLU `'\ / / �� '/x '/ /,'/ //, ' r —O O— ,� l BURY 12 BELOW FINISH GRADE i i I I ! I ' I \ ♦ �' I ! ! , I I ,}' 2 MAX AND SPACE 0" MIN. ( , , / ; ,r I �I I � CVWD SEWER / 1 �; / ! I CVWD EASEMENT ♦\ ♦ C ! 15 4� ' U,/ ;% T FEN CLUSTERS / Jf i y ' ' , ; _ CLASS 315 PVC MAINLINE, LATERAL LINE AND WIRE v r' { ! 4°! ♦ \ \♦ ,I ! 1• D J ; ' i j ' ' / l ' ,` ' i ',%�'d ��� � _ — _ _ SLEEVES-BURY 24" BELOW FINISH EXISTING ROAD y � i ; , Ii � ; � ! i ! , ` #�,, E \ ♦♦ II Iii 3a-14 II � ; ; � I � ; j jr i f � l i 1 , "�t �r!'i /� r SUB-GRADE. I 0 • I � I ` , � • ; , ! , I • y` \ '' ° I ' , I ; ; ! ;/� , � t �•- `-�� / �/-�' '� CONTROL AND COMMON WIRE #14 AWG-UF (DIRECT NOT SHOWN ��� ( i I { I ! { i i !'\< `♦ / / ; I i I ; I , ! , y` 1 / 'I �, / / .'; BURIAL) SOLID COPPER WIRE (BURY WITH MAIN LINE) v A • \ �� � � �` ! ! ! ; I , , \ ! I I ; � , / / / UL APPROVED. � i ; ! ! ! , � r\ \ S' I ' I ; l i !� / j I / // L� �, // � r/ 0 0 W '„��• \}"}}} �' ; ! ! ; ' i ` I i ; ! l ' ! !�� \\ j ( ! ; ; ! , ; ; I I ! ; i / / J / Ij, .r� , VERIFY ELECTRIC SERVICE POC FOR IRRIGATION �""� r'� / NOT SHOWN CONTROLLER-INSTALL SERVICE PER ELECTRICAL PLANS PROVIDED BY OWNER. IN ' ♦ I�� t J I ! 1 ' , I ! ! I 1 t Iy , I i I , ; ;� ♦ \ a , ; ! I ' , , I ; I ; r �J / C Y� t y / f�'/ ';'J/ RAIN BIRD MODEL ESP-SAT SERIES IRRIGATION 4 f►i , I ; ( I i I 1 t 1 I ! I ' I ' I \ \ i 1 I } 2- -4, �.�• / l i j Sr-� //t,/, �/ // r/'1 �• t I \ i ! , >., { , \ t , 1 ! , i ' '� �' �' r,',ti �' �r j' TECH IRRIGATION STAINLESS• �, '// CONTROLLER IN HIGH ELECTRICAL l - r j i��r'- •� ;� ;� STEEL CONTROLLER ENCLOSURE MODEL EQUIPMENT / l �� � I'•J,,, , •kr'r// � '' � ♦ \ <.y� ! , I i , I j i I i t i I ! ( � ! . i //�, HTI-ME-SS-LK-E32-SAT-PT-TS TOP MOUNT WITH A I ♦ ! t ( , t I 1* t. , REF.UTILITY REAS I IRIkIGA //'-i/ •�'!�'/ /%/` /, ' _j ♦ �, I t ' ' ! I I I ' , i I I / I I I /�`-' XISTI / / , , 14`` ! RAINGAUGE. ENCLOSURE PER IRRIG. PLAN. i ♦\\ ` ; ; ' I , l ( I t ` ! i ! i' i ` I 1 ;` !! r' \♦ i I i 1 1 I ' ` I PLANS SPRAY RQTOR SYSTEMS MU I I 6 � Y;t/, ,i/ / d 0 �LV t�' i ! / f3lr SET BACK.AT L 4• / , / `.� I ; i I ; ! ! ; ! : ! ! ; � IRS J FROM CURBS, DRIVEWAYS, / / s '� IRRIGATION HEAD LEGEND ' \ y l ( I I III' ` i i , i i• --� '^�-/ 2' SIDEWALKS 0 AN THER EA / ~', Z ~� �\ �., ' 1 � ! III � I ! 1i � , ! II ! I � ii ' II! \ 2 ARKI MAY R SULTIN OF ,♦ �\ I �! ' I , I ! ``l \ / rJ WATER 0 T TREETS. AN - % i !i/'%�/ i i�' ,r}! ( PATT�iN♦ _ , O ~ \ �' i IG � 4" `'t ill; UI � !0 *� ? ULATIN LAND FFER 1 !l G i r - ♦!i (� PS.I. I� L i 1 I ! 1 lII , AREA C EATED BY THE SE / 1 ;. i / �r F H O T ` ♦ 1'j i ;2" �h SPA�� S .I � � . � / /• / / SYMBOL MANUFACTURI�AND MODEL REMARKS , '% ,r srW lrwSTE1N . 1 I ♦ ; I i i r• HALL f E bESIG ITH OCK, . / i, i,�;/ , RAIN BIRD ( {' ♦ \ �\ a I I I as-lo / / v 4' -r ' -� C BBLF' 0�2 DECOMPOS / i / / , ,(- 25 11 1.91 6 U SERIES �•. E SLV _ GRANI ND GR_ AN B / r O I ' ` 1 ! i i _ "LANDS QED WITH D I ;% ® 1804-SAM-PRS-12QCIS � \'�I I CVWD EASEMENT - / i/� , NOTE 2 3 4 , �, 2' ; \ •. IRRIGAT D SH BS/ACC NTS / I 'f�%/ /;� RAIN BIRD OP-UP Z ! I I , q•SL COVERED WITH S GROUND / / +' ,' '/,%;j j I 1 �C - - / / , /, i, ,; //' - 25 11 1.91 1.2 U SERIES of COVER (WITH SUBSURF CE I i ' /;'� 1804 SAM-PRS-12H Q I" ,♦ \ 1� i I �• D 34-12 C` �' ) I ' ✓/ f' f,' , ,'� NOTE 2,3,4 LU ♦ , t i t t , P t IRRIGA ION / ,, / `';;� ,//,� ,�L TURF POP-UP i ♦ i I J 1 ' ` 1 INSTALL SUBSURFACE I S 1' N G ,I ��! I i I ! ! ' ! ! I ! i•. IRRIGATION IN 24" N TEr / ;- / ,ri,- RAIN BIRD 25 11 1.91 2 4 U SERIES !� ♦ ! I ; I , \ PRIVATE 1,%; j : , : ''': r / 1804-SAM-PRS-12F ��� I I i ! I ; ! , , : ! ! ZONEADJACENT WATER G�O�1P VALVES IN C U F / / 1 ; ,' , .'/ r/ 9- BUFFER Z i GOLF COURSE WILL REPAIR THIS AREA TO y,i ! , , , ; 1 / , / ,' -'! ! NOTE 2,3,4 L TURF POP-UP �► _ I MATCH PRE-DISTURBANCE CONDITIONS. \�; ! ; l ! , ' i i I j ! ' ; ! ! ' ' \ \ / ' TO SI©EWAucs 2 AX A 5-0 MIN. I, / • { f i .!r f/ //;f/.�% ' I, { I ! i !' \ i0E�WEEN CLU t'',"l r,/r . / I THE CONTRACTOR SHALL INSTALL PCS SCREENS PER THE PRIVATE / / l SPRAY HEADS 1 `�� 1 ;•�, ' 'i;i` '''l ��1 LEGEND THIS SHEET ON ALL P H o U S T 0 N / 211 I Ib �� TWR \ y -�WATER l I l I j' F' // i /�i i,% T Y N E R i �� ♦ 1 � i !S1U Ut�� I-LA 2' UTILITY - _ ,^ / , � /' r �i � , ♦ \ I I ' IFi 'IRR{Gpfiq�•t ♦ l t /'J/;/ �• NOTE 2 ALL SPRINKLERS AND LATERAL PIPING SHOWN ON THESE y i \ I I � ' i ? I I EQUIPMENT 3a-04 / / /!, %,'j ',' , � �, MAINWN CbQRpI1 ATE WVr¢i t ,�f I ' ' ! ' ; �--� f %J ', �. PLANS ARE TO BE INSTALLED IN THIS PHASE OF WORK. t ♦ \ \ y \, REF.UTILITY - r / T Architecture ;{ Ly crvILPLANS t J I I , I 2 SL -` ~ 4� os 1• P L !: l'-'` 'j' i . l ' /� 1 i I ! ; , ! 1 ' / PLANS 1• ° i - s' ;/��� / f interior Design i ; i 1 1 ; 1 iNST 00 �rAa i �- ,• ° CVWD EASEMENT L I f , ;` ', r 1;;;:%, ,%/,';� SHRUB AND TREE IRRIGATION DRIP SYSTEM t \ i 4 4• ' /, S TEM LEGEND 13444 ► ♦ \ IRRIGATION IN 1 I t EXISTING `' ' ! ! ' ' ' ; 9UPF�Z NE AC�1A y s. — — �''' =;;,, Z ,' SYMBOL y \ , ! III ! TO SI k�ICS` i / �� ! I i ;�•, 7 1�'`-- ` `�`<\ �`j ' / // / MANUFACTUFR AND MODEL Bali Way FAX 310 \ r' �• i j ; / 1 _ `� ;* / RAIN BIRD SHRUB SYSTEM - 3/4" CL 200 PVC LATERAL Marina d ♦ ! '-<.��' Del Rey 827-5292 \ \ CVWD EASEMENT / / 1• -, ' - r _ j �� �•,� ' t` SUPPLY BURY 12" BELOW FINISH GRADE. California 310 r 90292 827-5009 � GOLF �, 2 \ �J , , 1 �, I`� ,-�'! , •r,. ,,,� �_"�-�- •''�••�- .�.` -• i , ���• _ � __ - - / , a RAIN BIRD TREE SYSTEM - 3/4" CL 200 PVC LATERAL ♦ �,,� / I R ; I r -� �.,� ,Y% SUPPLY, BURY 12" `- � <' j ` , ; I , '; � '� ji7 ' I i J , , , ' � , , , -� "'-�. � .,,�,, � �•.�� ,,� L BELOW FINISH GRADE. N . I .C . j i ' , ! I I j j /�! / i� ! I j I I I ! i ! ; , , I ! I i i i ( ' ; • �""�,. \ 1 `��'..,, ! " �,• ,-, ' , � ( / , ' ; i ,� •� ' ;��-,•,_ � . ' , KISSSUSA BELOW FLOW TUBING PRODUCT WITH 24 O.C. EMISSION POINTS FLUSH & AIR-RELIEF VALVES. BURY 6" WIRI ,._b� •``��`" 2' �- ' _ �I� "� GRADE. •• �..._ E t � I IIiI ' � I , I ; i , , , ! , ; I , I, , , 1 I , „� ,�_ •, BELOW FINISH G ,I I rr�Rl - ,I� i � •• --� �, � �pNtI�TQR � i � � i I i I •, I ( ; , ! ' t ! ' 1 ; , j t � i I ' ! I I , ._.-•-- `'�_,. ��� \ CONTROL VALVE ' ! I I i I I I i ; I I I I ; 2 %� � ! 100 PESB 1" RAIN BIRD ELECTRIC REMOTE E20 0 L REPAIR THIS AREA TO D �\ ��,_ ♦ INSTALL WITH MATCHING SIZE PLASTIC BALL VALVE AN GOLF COURSE WILL ` ' ! ' ' ' ! i ' ! ! ! ' i ! • ' RAND SENNINGER MATCH PRE-DISTURBANCE CONDITIONS. ♦�"` V •' III' �-`° I i I i ` , ! ! RBY-SERIES RAIN BIRD WYE STRAINER INSTALL SUBSl�1tf E I n ; I !,Q t , , I i I i I I ! i ! I i I I i ! ' ! I f=L �TF�I L t _. I ! i ,� Ai ' -- , _U I 1 1 ! I i i ! I '! ''�-- I '` PRESSURE REGULATOR (SEE BELOW). REV. COMMENT DATE IRRIGATION IN 24" - r ! ! 1 I , I I ! I i I ( I I ECOPM T i I I R_ I II ! BUFFER ZONE ADJAC - 2- ;.,. - I h i ! I I I ; 1 I i 1 ! ! .�l�T�IJI "�^� ! r �� --�� I , I i -.j TL050MFV-1 NETAFIM AUTOMATIC FLUSH VALVE-INSTALL 1 TO SIDEWALKS �.�.,,.,`r, 34-01 i►� I I I ' i , i I ' ! I I ! Pf AN � 1. L '� h lal2'WATER'AWW �. ! '2F ` , ! ( I ' I ! I Ii1 iI j II7 ! jI r I ! i , lil ! I IT I r i I , ! ( i ; , ► I , ' ► 1 ON THE END OF ALL 3/4" LATERAL LINES IN VALVE BOX. CVWD corrYnenta 06.04.12 , �(� I FROh�GOLF COURStr� Y i I I i ! I I ' I ! III ! I , f i i 11 I I I I I I t !I ` :` . �" ;i i ' ' I „ ! ! ! i I l ( t I 1 E 1 ; ' i j ; , III I I , ' I ' , I I ' r' r RAIN BIRD SHRUB EMITTER MODEL# PFR/FRA24 w/ ONE !' 60 PSI N`WNSTREAM "� ~^,' ! 1 i ; ; 1 I ' i I I I ! ! f I i ! i I I ` I I ( 1 J 7!I tat Review COiT1111e11t8 09.3011 111� rrtoM PRES5�IRE �"+ .� - ' ! a `,_ ! �i i I i { i i j t I , j ! 1 j ; J f ! ! i ! ' I ! ' ! j ' ' ' ; , ; { I ! t.�__ XB-10PC-1032 EMITTER (L DE) PER Restart Submittal 08.15.11 ', 11 OCATE ON NIGH SI a REGULATOR �""r•r. `�- ; , j 1 ! I I i I I 1 I ; ; ; I , 1 ; ! 1 II ; ! j I j ' { ;� "� J�,1 SHRUB--TOTAL OF 1 GPH PER SHRUB GOLF Ca RSE WILL REPATHIS AREA'f0 �`"'♦ 1`' �-,_ i I i I i , ' I I ; I ! ( , 1 I J ! , I I i I I ' ' I I j 1 ' i , I I i ! ! i I ' ! 1st Review 1v09.09 t,1 NOTE: 4 ,.. I I ' ! , , GROUP VALVES IN CLUSTERS OF "• ``-- i_.! I `� ', - ' ' i RAIN BIRD TREE EMITTER MODEL# PFR/FRA24 x/ THREE �!+ " MATCH PR€-0ISTURBANCE'�C�ONDIT1bNS. .,,,ft� ; 4 1 i ! { 1 ; I I ; i ' i i ; 1 i i ` XB-20PC-1032 EMITTERS IN A TRIANGULAR PATTERN 100Y. CD set 1208.08 2 MAX AND SPACE 5'-0 MIN. 3a-03 " "`mw��+•��"`'�-�� ; ! : j I ; ! ! , ; j i ! I ! i BETWEEN CLUSTERS �� `�` 1• ° �`'�+� 1 I I i I I I , ! '' i 1' D AROUND TREE ( 2 ON HIGH SIDE) PER TREE. TOTAL OF ISSUE DATE �` ♦♦ EXISTIRO }� V``�,•- a�! ! ' < i r-'.._t���u 1 I , I ' i i i t' �� ► 6 GPH PER TREE. `� i i� '► \� SENNINGER PRODUCTS 3/4" PRESSURE REGULATOR MODELy �" ,`� ` - i i`'��' / PMR-LF 20PS1. PER FLOWS T ' o / G„� ♦� I / LESS THAN 7 GPM. MODEL LANDSCAPE GOLF.':' �� •. _- /^� W PMR-MF 20 PSI. PER FLOWS 8 TO 20 GPM OR MODEL ; �16TE: ""'�� `��„� �.\ • _ `\ �..1 ♦ PR-HF 20 PSI PER FLOWS 21 TO 32 GPM SET PHASE VIII /NO TREES, PLANTS, WALLS, RAIN BIRD WYE FILTER MODEL RBY075MPTX FILTER W 200 j", %./„' SIDEWALKS, AND PERMANENT '"��1�.,,,,��` =- i ..,•,� / STRUCTURES OF ANY KIND SHALL •-..,, ••••..••+ MESH SCREEN. PER FLOWS LESS THAN 9 GPM. MODEL June 4, 2012 NOT BE PLANTED, INSTALLED, OR "�-.. ,,� � RBY100MPTX FILTER PER FLOWS 10 TO 18 GPM. AG DRAWN BY- JEH • `� i , BUILT IN CVWD OR USBR PRODUCTS MODEL 4EH-11/�-B-150 FILTER PER FLOWS 19 �, JEH EASEMENTS OR R.O.W. WITHOUT `"-- TO 55 GPM. CHECK OBTAINING A PERMIT FROM CVWD. ``` ALL DRIP IRRIGATION WORK TO BE PERFORMED IS 2041a9.10 GOLF COURSE WILL REPAIR THIS AREATO ~"' NOTE1 INDICATED BY NOTES ON THE PLANS. ^ASENO: Wt' MATCH PRE-DISTURBANCE CONDITIONS. � v � NOTES I I 1.) ALL 24-VOLT WIRING SHALL BE #14 UFUL DIRECT-BURIAL, SOLID STRUCTURES PLANTS, OF ANY KIND DSHALL NOEWALKS T BE PLANTED, ir COPPER. INSTALLED OR BUILT IN CVWD AND USBR EASEMENTS Q 2.) ALL PIPE ANC WIRING UNDER PAVED SURFACES SHALL BE IN OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN NORTH SCHEDULE 40 PVC SLEEVES, WHETHER OR NOT SHOWN. ENCROACHMENT PERMIT FROM CVWD 3.) LOCATE VALVE BOXES IN PLANTER AREAS WHEREVER POSSIBLE (NOT IN TURF). / TURF AREAS IRRIGATED WITH SPRAY ROTOR SYSTEMS 4.) CONTRACTOR SHALL PROVIDE THREE #33K QUICK-COUPLER KEYS MUST BE SET-BACK AT LEAST 24" FROM CURBS, These plans have been reviewed'bythe Coachella Valley Water District in accordance 10' 20' 40' W HOSE SWIVELS. DRIVEWAYS, SIDEWALKS OR ANY OTHER AREA THAT with Water Code Title 7. Division 1, Chapter3,Article 10.8, Section 65597et Seq. '•+ / MAY RESULT IN RUNOFF OF WATER ONTO STREETS. scale: 1 -20-0 � 5.) VALVE KEY: CONTROLLER LETTER AN UNDULATING LANDSCAPE BUFFER AREA CREATED Requiring efficient landscape and irrigation design in cooperation with the local governing CONTROLLER STATION NUMBER BY THE SETBACK SHALL BE DESIGNED WITH ROCK, agency(City or County). ' LETTER AND OR CAN BE Approval of this drawings by CVWD Staff does not constitute approval to encroach into IRRIGATION PLAN Ii COBBLE OR DECOMPOSED GRANITE A district and USBR rights-of-way. Trees,p p y ' L = LAWN, D = DRIP, P plants, walls and ermanentstructuresofan I' LANDSCAPED WITH DRIP IRRIGATED SHRUBS / ACCENTS = PALM, K = KISSSUSA kind may not be planted or installed in CVWD and USER easements of right-or-way - VALVE SIZE---- SUBSURFACE SYSTEM OR COVERED WITH SUITABLE GROUND COVER ON THE without first obtaining an encroachment permit from CVWD. IRRIGATION DETAIL SHEET011 12 L601 t Date: y. er Ma gement ��urvi r L40 2 CVWD Plan # De lopment rv'ces Supervisor 17 of 26 _._..._............... � 3 t ALROMATIIC�/yCONTROLLER I INW ENLXASURE r FM GNADE , t TREE OR PALM TRUNK _ JJ �_ 2" FWL GRADE ' �i. SRpT�EDF 1 - IIII I �: NOW PRESSOR LATERAL I NNE IIII i STAINLESS II'' V' 2 STEEL PEDESTAL �� a group I g p �W-24' ° 9•-,2' landscape architecture I f � II ( ���� 9L� ID FLNAI GRAD 1400 SERIES PRFSSU MAIN UNE DR APPRLwEO EQUAL. // FlNAL GRADE 7337 E. DOubletree Ranch 1' 14g.slNCLe snTA1N0 cDNTRa WiRE land planning , I TREE OR PALM ROOT 11AI1 THICK CONCRETE — iI-- _ 2'DF BAGDTLL I I I I I I I l I Il l .4' I I1111 111111 PVC FITTING I I IIIIII Road, Suite C 165 STURIBED SMIIIIII i IIIIII--- I I i I' "—' I I SCH.40 PVC PPE Scottsdale, Arizona 85258 Ii Ill I W I lI l I ` / Pvc callourr=z 1/?« Tel 602-462-9000 PVC RISER -SCH, e(1 SWEff' ELL-2 1 2" I I(I I Fax 602-462-9001 NOTES: www.egroupinc.com � I I I I - I I I I I I (IIIII ''`'� LATERAL PER Puw mail egroupinc.com TAPE AND BUNDLE 14g• SINGLE STRAND CONTROL VARE EVERY 10' Fr. 120-VOLT POWER SUPPLY PARES w coNourr. NOTES: e IrNsrN L ADJACENT to PRESSURIZED MAIN LINE POLY Ra RISER ENIMER TO HAVE 1/O 4"", DIRECT CAP IC NEEDED COIL 24'OF WIRE IN ALL CORNERS TTOCON1 O�CONTROL VALVES.. OR APPROVED EQUAL w�/ POLY FLEX RISER ADAPTER 4 MNRL.EX 90 DEG. STREET ELL JOINT SEE IRRIGATION SPECS. FOR BACKFAA.AND COMPACTION REUUiREULNi5 NOTES: PVC FITTING (5 x s >< 1/2'FP'T.) � L IRNIA" BACKFTLL DOM$FROM FIWL WADE TO TOP OF MAMLIIE POUR A 4'THICK CONCRETE PAD NOTES: 15'FOR PPE SiM 2 1/2 AND SMALLER PER CLAY STANDARD 580-C-28O0 PYC PIPE (oePTN►PER SP1 CFICATIONSj SET BUBBLER MINIMLNA 12'AWAY 2,r FOR PIPE SIZES 3'AND LARGER Ski FROM ROOT BILL EW A=JRE TO BE TAMPER PROOF AND VANWSW RESiS'W SET PALAI/11REE ON NATNE UNDISTURBED SOIL PROVIDE MINIMUM 2'DEPTH OF CLEAN BAGKFILL UNDER IRRIGATION PIPES f INSTALL ALL MIRING PER LOLL CODE PROVDE MINIMUM 2' DEPTH OF CLEAN KFIL UNDER IRRIGATION PIPES NO ELECTIMAL IN TO BE PLACED FMWTKIH TRENCH DAC TREE Pir PER PLANTING DETAILS. S'l Dated '�IFoP CAUL 1 MARCH 2O08 SCALE. NONE DATE:moo+22 8 CONTROLLER W NONE DATE. TRENCHING DETAIL / ENCLOSURE sc�E-�---- MARCH 2008 DRIP EMITTER DETAIL " ' zoos PALM/TREE IRRIGATION DETAIL 9cxE: N101NE DATE: : NONE SiwwWro on Fik Sionaturo on Fk >r LSD NOSti an FhAPE MCR nwo LANDSCAPE MGR. I OS(APf OMSION CAT!OF PALM t1ESfRT Oil LANDSCAPE MOR 1AN05CAPE DMSK)N CITY OF PAUA DESERT Z SiL°N��Ma LN4D6CFPE DIVA" CBY OF PALM DESERT V stb oavAr�C�jNO LANDSCAPE DIVISION CITY OF MM DESERT O 2 5 1I/ ° II { PALM / TREE IRRIGATION - CiTY OF PALM DESERT TRENCHING DETAIL - CITY OF PALM DESERT CONTROLLER W/ ENCLOSURE - CITY OF PALM DESERT 2 34 BUBBLER / EMITTER - CITY OF PALM DESERT +-� . v N 1 SCALE:N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE:N.T.S. 4� L i-� G CGm , +� o o PLAN M (n ct' 1 PLAN It BV10'MIN. VALVE BOX F V It MAX Qd J 8'MIN. FOL GRADE 2"_4• FINAL GM D FINAL WADE. WALK OR CURB. 2 4 ` j z ( ( MALE ADAPTER HOSE THREAD IIIII(' V 0 ~ ° FMAL GiiAAE l I i((i i K CWPLN6 YN YE M� I.D. AG MO 9''12" COMN Wax(2 REOl1%. F- SCH.40 CDUPUNG BAIL VALVE —_ (/� ., 0 I { SCH. io PVC 49 ELL I I 1 I I==I I��=�11 , (WE AS Nj�EO) 3/+" cRLtSHED AGGREGATE e RfSETf ADAPTER e Z _ CAS SALCO A/R F1.EKI8LE PVC HOSE SCH.Bo PVC 9LTSIRELT ELL. PVC FTTTNrG O � -;:f-: SCH. SO APPLE TOE° !° 9CH 40 - 90 ELL - PVC PIPE, MNN UNE PVC PPE a• •!;> B $CH. BD PVC W ELL SM.40 PVC PPIE Uj UNE PPE }v sa.+ 3/4'CRLPSHEp AGGREGATE PVC MAINSECTION $QCTIQN — 3/4'CRUSHEDAGGREGATE PVC PPE FITTING i NOTES: z NOTES: POLY FUD(RISER lle NOTES: VALVE BOX WITH TAN BOLT DOWN 10'ROUND VALVE EMITTER TO HAVE GOP IF NEEDED H O U S T O N COVER -{GREEN IF W RW) BOX WTTH TAN COVER DR GREEN IN TURF NOTES: OR APPFaDVED EQUAL w POLY FLEX RISER ADAPTER T Y N E R NEAT MID W ON HEAT BRAND W ON LIDVALVE BOX COLOR GREEN IN TURF AREAS PVC FTTTWG (S X$X i12'FIPL) VALVE BOX COVER IN 2' HIGH LETTERS. IN 2" HIGH CHARACTERS. TAN IN DECOMPOSED GRANITE PLANT1WG BEDS BRASS BMIED,BALL VALVE FULL-PORT AG PRMrM 3/4'-(PLASTIC) BALL VALVE. HEAT BRAND'W ON UO IN 2" HKK;Iii PVC PPE(OEPr11 PER SPECIFICATIONS) Architecture CHARACTERS. Interior Design SM, 40 PVC PIPE EXTENSION. DLA. TO ALLOW PVC SCH. 40 MALE ADAPTER HOSE TIWFAD USE TUWN TAPE ON ALL MALE PiPE I FOR MOVEMi ENT OF HIMOLF 13444 ON VALVE I tFNGTH AS REOUIRED, SALCO A/R FLEXIBLE PVC HOSE Bali Way I WINNN 3 FOOT LENGTH (OR APPWNED EQUAL) 310 SCH, BO NIPPLE TOE W/SS PVC COUPLING USE TEFLON TAPE ON ALL MALE PIPE THREADS DelaRey 827 rina X5292 California 310 MARCH NONE DATE:�" 2008 OMATIC FLUSH VALVE DETAIL SCALE, NONE DATE:MARCH 2O08 DRIP EMITTER DETAIL sauE NONE 90292 827-5009 zoo BALL VALVE ASSEMBLY DETAIL NONE _W. S�L��� �e �oAA.«��. �,,�MARCH 2008 QUICK COUPLING VALVE sGAN�• NONE �na�� FI°SM MW4Q swop to at � lANDSCJiPE DIVISION CITY OF PALM DES[7iT 015 LANDSCAPE Ml9R• LANDSCAPE DM510N CITY OF PALM DE�RT 016 sro ORiMMG No. LANDscAwE MGR ��oL+rLSIDN CDY OF PALM DESERT Sgnoture on Fih LANDSCAPE DIVISION CITY OF PALM DESERT O 17 LANDSCAPE Mf;R. LANDSCAPE�R. NOTES: 1. AUTOMATIC FLUSH VALVE i � REQUIRED. BALL VALVE ASSEMBLY - CITY OF PALM DESERT END FLUSH VALVE - CITY OF PALM DESERT 7 QUICK COUPLING VALVE - CITY OF PALM DESERT $ DRIP EMITTER - CITY OF PALM DESERT 5 6 1, SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. REP. COMMENT DATE 0 CVWD commence 06.04.12 NOTES: 'M Review Comm nts 09.30.11 O 1. TURF AREAS IRRIGATED Restart Submittal 08.15.11 4. FINAL GRADE WITH SPRAY/ ROTOR tat Review 109.09 t-- SYSTEMS MUST BE SET-BACK (� 100%CD set 12A8.08 Q PLAN ° AT LEAST 24" FROM CURBS, IIIII= IIIII IIiII= IIIIII ISWE DATE DRIVEWAYS, SIDEWALKS OR ` * = = IIIIII = ANY OTHER AREA THAT MAY =(II II I LANDSCAPERESULT IN RUNOFF OF WATER ONTO STREETS. AN LRAD III111 111I1I r, FINIAL SET PHASE VIIi II I I I i COOL PARE PER SPE:CIFIGITIO45 I I I I)I CURB,W" OR FOUNDATION l)l I)I o UNDULATING LANDSCAPE Mr�N Loop THE SETBACK SHALL BE BUFFER AREA CREATED BY June 4, 2012 CONNECTOR DRAWN BY: JEH TAG III = I M NOTES: DESIGNED WITH ROCK, CHECK BY: JEH pVC II (2)MAM�( STREET ELLS. (DEPTN PEAS 1. KISS USA PRODUCT OR COBBLE OR DECOMPOSED PROJ.NO: 204139.10 ,ER 125 PSI + I� APPROVED EQUAL FOR INLINE GRANITE AND/OR CAN BE CASE NO.- IRRIGATION PRODUCI . PVC SM BD NPPLE LANDSCAPED WITH DRIP I) e' Low 3/4• W IRRIGATED SHRUBS/ACCENTS •�»y•°.��• • '•� :,•:� � TRH CANOPY COMMON WIRE NOTES: OR COVERED WITH SUITABLE II PRFS RE OYPENiA1TNO NALNE EMITTER SECTION NOTES: ,�_D• LATERALS (4) (MNN�e s�`oc,(uTTRAL) o g"ar. TERAL PVC PIPE AND FITTING GROUND COVER WITH e REcrAHGuuR 1aIYE tTDx N1OIT DOWN N1s R N BIRD OR APPROVED EQUAL SUBSURFACE IRRIGATION) COVER IN TURF AND TAN SHRUB BEDS LATERALS TO BE TPEE Y SPACED 10'FT. WAT BRAND VALVE STATION BEYOND MATURE PTE CANOPY(4) TOTAL MO. ON LID IN 2'IAGH CH RIAC1ERS CUP ENDS M0 CAP MARLEX STREET AIL FOR FUTURE EXTENNSION IF NECESSARY 2. SEE SHEET 7.2 FOR 12"x 18'RE:CTA40LW VALVE BOX MTEM TO INCLUDE A FILTER AND PRESSURE SUBSURFACE IRRIGATION " FITER MUST WITHSTAND 125 PSI REGUAT O AT THE VALVE m NOTES: DETAIL IN 24" BUFFER ZONE These plans have been reviewed*by the Coachella Valley Water District in accordance ' FILTER BE A YNIMUM OF 120 MESH PRE MANUFACTURED SWING IDINt with Water Code Title 7. Division 1, Chapter 3,Article 10.8 Section 65597 et. Seq. I f, IS A ECEgFTC FOLLOW CRIFERS A .Y AJR1VACLIUM RELIEF VALVE KIT TO BE INSTaLLFD MAY BE SUBSfITIMUPON APPROVAL ADJACENT TO TURF. p 15 SPECIFIED,FOLLOW THAT YANUFACNfrFR'S SPECIFICATIONS IN ALUTION OF RELIEF VALVE KQ IS TO BE BY THE COY OF PALM DESERT Requiring efficient landscape and irrigation design in cooperation with the local governing 'I(2)BRICKS FOR SUPPORT BELOW 50:1 agency(City or County). r *Approval of this drawings by CVWD Staff does not constitute approval to encroach into IRRIGATION , NpNE DAB.L' 200e TREE EMITTER scat: NONE TURF SPRAY DETAIL district and USBR rights-of-way. Trees, plants, walls and permanent structurlesofany DETAILS I^ DALE: " �� ELEC. CONTROL VALVE (DRIP) SM Iftmw No. DATE TURF sa1LE: NONE - kind may not be planted or installed in CVWD and USBR easements of right-or-way STD DPrrNR>G NO Signature on Ra ST " an FTte slrm�lwr,�, Flb LANDSCAPE MGR, LAnL:SWE DIVISION Cm Of PAW DESERT 02 7SM mom� ��,E AwR. LANDSCAPE DIVA" aw of FAUN omio 023 without first obtaining an encroachment permit from CVWD. I LAND9I2LPE MrR LANDSCAPE DIVISION crrr of PAW DESERT O 1 L7ml l Date: ; ELEC. CONTROL VALVE (DRIP) L4 - CITY OF PALM DESERT TREE EMITTER - CITY OF PALM DESERT TURF SPRAY - CITY OF PALM DESERT er Management pe sor 10 11 -_ Q� 1 SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. CVWD Plan evelopment vices Supervisor 17 Or- 26 • I MATERIALS: 1 2 3 FINISH GRADE ALL SUBSURFACE IRRIGATION TUBING SHALL BE KISSS BELOW FLOW IRRIGATION AS PROCURED DIRECTLY NOTE: VALVE BOXES TO B Ui FINISH GRADE TAN IN D.G., GREEN IN VALVENBDX THROUGH MANUFACTURER WITH NO SUBSTITUTES TURF. 4 1" IN TURF AREAS 2" IN ALL MAIN LINE PIPING SHALL BE SCHEDULE 40. LATERAL LINES SHALL BE 100PS1 HIGH DENSITY POLYETHELENE.. GROUNDCOVER AREAS i I! I AIR / VACUU ALL PVC CONNECTIONS SHALL BE SOLVENT WELDED AS PER MANUFACTURER'S RECOMMENDATIONS,AND --� roF114Val 4 � RELIEF VALVE - RECTANGULAR PLASTIC 1/2 PVC COUPLI ---► ALL POLY TUBING CONNECTIONS SHALL BE BARB FITTINGS WITH METAL CALMPS. (TxT) I_I-1 I I I VALVE BOX W/ 9 1/2"X151/2" R ELECTRICAL STATION VALVE WIRE SHALL BE UL TYPE OF SINGLE CONDUCTOR,SOLID COPPER, PLASTIC -III-I LOCKING COVER W/ HEAT I' 1/2" SCH 80 RISE ' J 6T (LENGTH AS REQUIRED) ; .' COATED/INSULATED, 600 VOLT RATING, 14 GAUGE MINIMUM. ALL CONNECTIONS AND SPLICES TO BE =III=- 6 BRANDED 2" LETTERS �' INSULATED AND WATERPROOFED BY APPROVED METHODS AND CONTAINED IN APPROVED BOX. -III-I " " BRICK SUPPORTS I-) I I 7 MASTER VALVE e group -III 1 landscape architecture 3/4' CRUSHED -�'' EXECUTION: 1=1 I land planning GRAVEL SUMP " I TUBING MUST BE INSTALLED TO DEPTH SPECIFIED BY SUSTAINABLE ENGINEERING SOLUTIONS LLC i - 4 7337 E. d, Suite etree Ranch , ALL K SSsa EXTENSION Road, Suite C-165 ` , PVC PIPING-�'' ALL TRENCHING SHALL BE STRAIGHT AND TRUE WITH UNIFORM DEPTHS. REFER TO PLANTING PLAN FOR ° p 0 WIRE CONNECTORS PER NOTES Scottsdale, Arizona 85258 AND FITTINGS PROPOSED PLANTING MATERIALS AND LOCATIONS AND ROUTE ALL LINES AND SET ALL HEADS TO Tel: 602-462-9000 ; 00 Fax: 602-462-9001 ACCOMMODATE SAME. HAND DIG ALL TRENCHES WITHIN 10'DIAMETER OF EXISTING TREES UNLESS © ELECTRIC VALVE PER LEGEND AIRNACUUM RELIEF at HIGHEST POINT www.egroupinc.com { G INSTRUCTED OTHERWISE ON THE PLAN. 11 1 0 9 8 f x SECTION - NO SCALE � 4----- p,�.,Z�V� �...r,�,�v� mail�egroupinc.com (PLUMBED T O PVC) BACKFILL ALL TRENCHES WITH CLEAN MATERIAL ONLY AND WATER COMPACT ALL BACKFILL. USE EXISTING C� PVC MAINLINE PER LEGEND s EXCAVATION WHERE POSSIBLE IF APPROVED BY ARCHITECT. MSSS Below Flow FLAT K/SSS Below Flow WRAP NOTES: ® PVC MALE ADAPTER �1°S a� f CONNECT TO EXISTING WATER SUPPLY WHERE APPROVED ON SITE. CONTRACTOR SHALL BE RESPONSIBLE Fittings/Manifold construction and Typical Layout Fittings/Manifold construction and Typical Layout I ,,E NTS (Schematic) NTS (Schematic) 1 . ALL PVC PIPE THREADS TO BE COATED W/ "RECTOR COMMON WIRE EXPANSION FOR PROVIDING ALL OTHER DEVICES OR MATERIALS REQUIRED TO RENDER SYSTEM OPERABLE WHETHER OR SEAL" T-PLUS TWO OR EQUAL. CURL e NOT SAID DEVICES OR MATERIALS ARE SHOWN ON THE PLANS OR DESCRIBED ELSEWHERE HEREIN. 10 CONTROL WIRE EXPANSION 2. EXPANSION CURL WRAP WIRE AROUND 1/2" DIA. CURL s��FoDCate AUF° \ NOTE: USE THE COCOPEAT SOIL MIX AT ALL AREAS IRRIGATED WITH THE KISSSUSA IRRIGATION SYSTEM. REFER PIPE 15 TIMES. 11 6" MIN. PEA GRAVEL i TO DETAIL 9/9.1 FOR SPECIFICATION NOTES. 3. BUNDLE AND TAPE WIRE PER NOTES 12 SCH. 80 BRASS NIPPLE & MALE ADAPTER FROM U10110. A o I BACKFLOW TO MASTER 41111114 ,.� N I KISSSUSA AIR / VACUUM RELIEF 2 KISSSUSA PIPING DETAIL 3 MASTER CONTROL VALVE VALVE. '+", v N I SCALE:N.T.S. SCALE:N.T.S. SCALE: N.T.S. �i FINISH GRADE 1 FINISH GRADE �D 1" IN TURF AREAS 2" IN GROUND COVER AREAS O C O Q 0 2" IN GROUNDCOVER, 1" IN TURF AREAS. Ali► � � ' JUMBO PLASTIC VALVE BOX W 2'- " EXTENTION AND LOCKING COVER. �V R+ ®FINISH GRADE � / 6 OC NG CO 0 INSTALL PRESSURE REGULATOR IN ROUND VALVE BOX WITH LOCKING COVER 1 ,� C V I @2" IN GROUNDCOVER, 1" IN BY AMETEK OR EQUAL MARKED BY HEAT BRANDING 2" HIGH LETTERING "PR" Cl) -�t ' TURF AREAS 4 EXTENSION g 2 O 3 3 0 24 INCH UPSTREAM MIN. LENGTH (10 X SENSOR SIZE PIPE DIAMETER) ® PVC NIPPLE LENGTH AS REQUIRED ' INSTALL DISK FILTER IN 13"X 18"VALVE BOX W/ LOCKING ® 12 INCH DOWNSTREAM MIN. LENGTH (5 X SENSOR SIZE PIPE DIAMETER) �5 PRESSURE REGULATOR 1 2 d 4 COVER MARKED BY HEAT PVC MAINLINE PER LEGEND SIZE PER PLAN @ T.O.E. NIPPLE. 'J z 0-1 BRANDING 2" HIGH LETTERING Q ( ) 3 V O „ 6" MIN. PEA GRAVEL 5 MF" ® FLOW SENSOR ASSEMBLY PER LEGEND PIPE SAME SIZE AS FLOW SENSOR fi MIN. PEA GRAVEL 5 DRAIN SUMPF- 111�11 F L 0 1-III- 1 z ✓ti b III=1 . 4 DISK FILTER PER LEGEND _ _ _ -_ • = ' - � 3 � to WIRES FROM FLOW I�I I I t_ow L - - _ - INSTALL AT ANGLE FOR EASY =III-III �- , ,I I I -III- NOTE: VALVE BOXES TO BE Z SENSOR TO -� I Q _ CLEANING. - 4 4 I I- 6 CONTROLLER PER TAN IN D.G., GREEN IN i r ' MANUFACTURE'S TURF. T.O.E. NIPPLE �i= 5 6 SPEC. WIRE ; � m III ° ° II_ " II_I11--I Q Z° °° o ° ° ° 6 ©6 MIN. PEA GRAVEL - I I- CONNECTIONS PER _ C� NOTE PVC LATERAL _ I NOTES 1. ALL THREADED CONNECTIONS H o U s T o N i °� ° 7 ®PVC FEMALE ADAPTER (ONa 0 TO BE E Q� ° REQ. EACH SIDE �° °° ° ° ° ° TAPE OR QUA WRAPPED W/TEFLON T Y N E R t o $ o°`�/_ ° R o ° ) 7 p� Q p Architecture ; � _ �w ° DO ° CJ Q ° Interior Design 3 NOTE: VALVE BOXES TO BE O� ° �° °o ° To TAN IN D.G., GREEN IN �' o.oo ° 0 0 °� ° Bali3Way t ` p OD TURF. �� ° ° p Marina FAX 310 CONTROLL 10 8 2" Del Rey 827-5292 NOTES 9 8 7 California 310 90292 827-5009 1. ALL THREADS TO BE WRAPPED WITH TEFLON TAPE P 8 � 4 ® PVC LATERAL ! EQUAL.2. VALVE BOXES TO BE TAN IN �? 9 PVC FEMALE ADAPTER (ONE REQ. EACH SIDE) a 2. D.G., GREEN IN TURF. DO" MIN DISK FILTER 5 FLOW SEN OR ASSEMBLY 6 PRESSURE REGULATOR SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. REV. COMMENT DATE CVWD comments 06.0412 12'kl8" PLASTIC let Review Comments 09.3011 Ll BOX AND COVER NOTE: VALVE BOXES TO BE WITH LOCK MARKED: TAN IN D.G.,GREEN IN Restart Submittal 08.15.11 "A.R.V." TURF. let Review 1.09,09 FINISHED GRADE 100/CD set 12.08.08 AIR RELIEF VALVE ISSUE DATE ' ,> I LANDSCAPE PERFORMANCE - PR NOZZLES I PC_I3-= PC'.E31^C3aU PCH-D3D PC13-� PLEI.-Oryc PC6_000 PCE1.-1;M PC 3-175 PCA3-a60 PC'-3-270 \ = e SET PHASE VIII O GPM; j 2 A A b W 1m 1.16 69> i 800 PC SCREENPERFORMANCE - U-SERIES S AN VAN NOZZLES ►� MfH (US) �CLW4 �IQ" LV_V W.Cul UA)u 10AU) �Cam) u;,o CUU6) W&I CIA(" UAt)(Lll) L1.x1(0110) LW4(01w) - ) COLOR: PLAPPI-r- B[XYW E3LLVGA OPA1C- GL__-j'L[ WF7Sl' G�6N Y6ZL.CLV GLL1G F76:� Pl:'' 010 PCL3-C 2D PC_Z1_ W PU.B-040 PE,13-C160 PC.S-000 PCB-L"S PCf1-ll5 PC5-2G0 PCB-070 DISTANCE FEET N4r_TI.94KET METOWaT N•16TEfIK6'r Nara=F4ffEr_T N4_TQ0WI=F n4ET9.4&T:T 1..1PTEc4WE�T NA-=TEL>�E.T N4PTEpE4=CT nAL.l.I GPM: 1 2 0 .4 6 n 1_' i 175 .26 June 4, 2012 MIN WS) 0al 10I" DP5 cc" CxW(0)= DJ30(Dim) OJA C0.04) O,;SO(OPE) 0,-6(DP8) 0A0(0,11) =0(416) D.84(O,Z �. 6 COLOR: PURPLE f7[OVW FM-11/F..P C1PA.t -F_ LA_1121'14 VA-MTV C„r3EET! YFl_LQ-N Q-I1E PGO 6 DRAWN 8Y- JFJi i DISTANCE FELT M✓•=TG�T7B3ET l.11ETERi4t::.T ME'1"F_q>WF. -f MF=TFrET Ml•=r61[>I$GT I.�GT6Q�E7 ATf_.G'EFI=T f.4ETE4-lPT Mk=.TF_LT EST H 4 +. CHECK BY JEH S S 1,5 2.4 - 0,6 7 2,1 ,2 3,7 14 4,3 so 4* 2, 2 7 10 ,1 �4 U-12H 3 0. 4 1.2 7 2,1 11 3,4 1 BRASS ) 8T 8 1,8 7 2,1 8 2,4 9 2,7 W U-120 3 0,9 1 1 8 8 2,4 8 (2,7) I1' !4 12 S 7 It 4 3 NIPPLE r: PROD.N0.1 204139.10 BH 3 1,5 7 2'1 8 2,4 10 3,1 11 3 4 ,n U-15O 2 (0.6) 8' 1 8 11 3 4 15' 4.6) 18 9 6F 4 1,2 31 09 8 24 10 31 11 34 U-15H 2 0,4 3 0.9 5 1,5 9 2.7 12 3,7 15 4,6 a f U-15F 4 1,2 8 1 8 7 2 1 10 30 13' 4 0 15 4 6 U CASE NO. f 10Q 2 06 6 18 8 2,4 10 3,1 90• 1 0,3 3 0,9 4 1,2 8 1,8 9 2,7 10 3,1 11 "'1 11 3.4 12 0 IOT 4' 1 9,_2.7 10 3.1 11 3.4) 4 Y80' 1 0, 2 0.6 3 0,9 4 1,2 6, 1,8 7 2,1 a 2.4 9 2.7 10 311 , S. 1,8 8 2,4 10 ,1 12 3,7 1 1.2 8 4 10 3 1 12 3 7 4 270' 1 0, 2 0,8 4 1,2 8 ,,8 7 2,t E 2,4 03 4 2 9 2.7 9 2, 10F ,J !OF 09 8 24 11' 34 12' 37 yr 12T 2' O B 6' 1 8 10' (3.1) it* 3''4 12' 3.7 12H 4' f 2 8' (1.8) 10' !��1 12' 3 14' 43 f BRASS G 2 0.8 4' 1 2 6' 1 4 9 2, , 2.7 1 270' 0.3 0,2 1 0,3 ,9 1,8 2,1 41 T 2 0,B O. 1 B 8 2,4 1 3,1 12 4.6 3 ,2 ,3 0,9 ,,4 7 2.1 •4 SEE SPEC, 1 NIPPLE I 2 0,6 t,g 7 2,1 8 2,4 12 5,7 13 4,0 80' 0,3 ,9 2,4 2 3. 14 4,3 14 ,8 4, I s�. 12F ,80' ,z 4 ,.z 6 2, D 3,1 GATE VALVE - (MIN. 3 PEA GRAVEL , q 1,S 9 2J 12 31,7 1 .6 V•i $ 1,5 7 2,1 12 3�,7 14 4,3 15 4,8 8 270' 0.5 0,2 3 0,9 5 ,, 8 2,4 10 3,1 1 3,4 3,4 1SH 3 0,8 4 1.2 7 Z.1 11 3,4 1S 4,8 17 5,2 8 330 0.5 0,2 3 0.9 S 1,5 8 2,4 9 4.0 f0 3.1 „ !.4 . STT 1 0,3 2 0.6 4 ,,2 8 2,4 to' 3,1 13 4,0 1S 4,8 10 90• 3 0,9 5 1,5 10 3,1 11 3,4 12 3,7 13 4,0 14 4,3 14 4.3 6 16 8 2,4 14 43 15 4,6 10 1B0 1 0,3 5 1,5 7 2,1 10 3,1 12 3,7 13 4,0 1 " ,•' PRESSURE SUPPLY I . I5TO 4 1,2 8 1 8 t0 3 1 12 3 7 15 4 8 i6 IR1 1 0,3 4 1.2 1,8 9 2,7 10 3.1 12 3,7 13 4.0 1,� 10 330' 0.5 0,2 1 0.3 4 1,2 8 1,6 8 2.4 10 3.1 12 3,7 13 4,0 Ot...� LINE 16O-SLA , 0 3 2 0 8 B 2 4 „ 3 4 ,6 a 9 1B• 3 5 MAIN LINE FITTING These plans have been reviewed*by the Coachella Valley Water District in accordance 160-SLA 1 0,3 4 1,2 12 16' 49 8,+ 12 90' 3 0.9 8 2,4 10 3,t 12 3,7 18F-SLA 0.5 0 2 2 O'B 3' 0 9 8 1 8 12 3 7 ,8' 4 9 19' S 8 12 180 1 0,3 2 0,6 5 1,5 6 2 4 12 3,7 f 12 270' 0.5' 0 2 1 0,3 3 0.9 6 1.8 8 2,4 12 3.7 2 0 6 7 2, +r 3 7 20 1 22' (6.7) with Water Code Title 7. Division 1, Chapter 3,Article 10.8, Section 65597 et Seq. 22H_SS 2 0,6 4 1,2 8 x,4 14' 4 3ZZ, CAST OR DUCTILE IRON Requiring efficient landscape and irri ation design in cooperation with the local ovemin '22F-SS 1, 1 O.6 5 1,5 2,1 B, 15 90' 2 O B 5' S 1 61' 3,4 15 (4.6)9 2 7 12 q /ti p g g p g g 15 180' 1 0,3 3 0,9 1 8 50 B 3 7 15 4,6 USE TEFLON TAPE ON Y 1s z7o 6 1,e a x,4 13 4,8 16 1,9 WHEN RUBBER-RING 0;3 '' ALL THREADED FITTINGS agency(City or County). I m -- 18 90 0.5 0.2 6 3,7 1 ,2 5.5 2 21 ,4 *Approval of this drawings by CVWD Staff does not constitute approval to encroach into IRRIGATION i ' x4 , x x x x ,4 , x x 16 x1 x ,9 18, .3 :9 ,5 4.9 6 5, , district and USBR rights-Of--way Trees, plants, walls and permanent structures Of any DETAILS 11` ISST9 x9 x , 9 x 1 x , x1 2,7x4,3 9 x 4 x4,3 0' 1, 3,4 4,6 1 9 18 330' 0,2 0, 0,9 1,2 9 2,7 3,7 4,6 4 x 1 x1,6 4 x x3, z ,,2x4,6 x /2x5 2 x x L " 15S� x 1 2x31 x x 4x1 1 2x48 xt /2x48 BOLD TYPE INDICATES RECOMMENDED NOZZLE/SCREEN COMBINATION TO ACHEIVE CATALOG PERFORMANCE AT 30 PSI. NOTE: SCREENS WERE TESTED AT 50 PSI FOR 10 MINUTES PRIOR TO TAKING DISTANCE MEASUREMENTS, l(In may not be planted or installed in CVWD and USBR easements of right-or-way 4 x 4 6 4 z 2x4 8 x 2' 4 DISTANCES MAY VARY SLIGHTLY WITH HIGHER PRESSURES AND LONGER RUN TIMES. BOLD TYPE INDICATES RECOMMENDED NOZZLE/SCREEN COMBINATION TO ACHEIVE CATALOG PERFORMANCE AT 30 PSI. NOTE: SCREENS WERE TESTED AT 50 PSI FOR 10 MINUTES PRIOR TO TAKING DISTANCE MEASUREMENTS. without first obtaining an encroachment permit from CVWD. ii I '+ DISTANCES MAY VARY SLIGHTLY WITH HIGHER PRESSURES AND LONGER RUN TIMES. L702 I : f1 II Date: i IF AIR-RELIEF VALVE ater m nageent er or PCS LEGEND $ 4 Q 2 � SCALE:N.T.S. CVWD Plan # D velopmen r i eces Supervisor SCALE:N.T.S. 18 OF 26 ' FY h,C i DIVISION - LANDSCAPE GENERAL 1.8 CONTRACTOR'S DUTIES SECTION 01200 5. Submit for items specifically mentioned in Specifications and as PART 2 PRODUCTS SECTION 01500 Nothing in Drawings or Specifications shall be construed to permit PROJECT COORDINATION requested or required for progress of Work, even though such 1.2 INSPECTION AND TESTS CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS REQUIREMENTS 9 P a cost of subsequent 1.1 GENERAL work not conforming to applicable laws, ordinances, rules, and 1.1 POST-BID INTERVIEW shop drawings may not require the Owner review. A. When tests indicate noncompliance, pay eq ��, •w regulations. In case of conflicts between code requirements, the A. Upon execution of contract, schedule meeting with Owner and 6. Prepare required additional sets for subcontractors, re-testing until compliance is established. A. Comply with codes and regulations regarding potable drinking _ SECTION 01010 most restrictive shall apply, except that where requirements of Landscape Architect to identify specific personnel from manufacturers, fabricators, installers, and contractor's job B. Pay inspection fees imposed by governing agencies. water, sanitation, dust control, fire protection, maintenance of these Specifications exceed code requirements the Specifications Contractor's company who will be responsible for the work. Provide personnel as required. Show distribution on transmittal forms. C. Pay cost of supplemental tests not specified in Contract traffic, and other temporary controls. a SUMMARY OF WORK shall govern. list of key staff, their role, function, and telephone numbers. Key B. Manufacturer Literature: Documents only when supplemental tests indicate noncompliance B. Remove temporary facilities, toilets, storage sheds and other A. Attend pre-scheduled on-site job conference meetings and/or personnel must be on site during normal business hours, carry a 1. Submit sets of manufacturer cut sheets of components required Pay cost of subsequent re-testing until compliance is established. construction items of temporary nature from the site as soon as, in PART 1 GENERAL suchspecial meetings as may be required b Owner. mobile phone, be bilingual and knowledgeable in landscape for installation for approval by Owner per approved construction D. Pay costs associated with tests, inspections and observations opinion of Owner, progress of work will permit. Restore areas of spec a g y q Y 1.1 Work covered by contract documents B. Promptly submit written notice to Owner of any observed construction processes outlined in Contract Documents. schedule. due to the following: site occupied by temporary facilities to original, proposed, or a e group A. Project: 'Marriott Shadow Ridge- Phase VI 1', Palm Desert, CA. variance in Contract Documents from legal requirements. 1.2 RECONSTRUCTION CONFERENCE - 2. Submit literature at one time, bound 3-ring in binder with cover 1. Re-testing due to failure of initial samples. condition acceptable to Owner. B. Base Bid: Include labor, material, equipment, services and Appropriate Modifications to Contract Documents will be issued by A. A pre construction conference to discuss project work may be or cover sheet indicating project name, Contractor name, address, 2. Unapproved changes in sources, lots, or suppliers of materials C. Obtain written approval from Utility Company and Owner a landscape architecture transportation necessary for the construction of the Project. Owner to make necessary changes. held at a time and location designated by Owner. Contractor and phone number, and contact person. after original tests. minimum of 72 hours prior to disconnection or interruption of land planning 1.02 CONTRACTOR USE OF SITE C. Enforce strict discipline and good order and be responsible for representatives of major subcontractors shall attend. Purpose of 3. Provide index sheet for each set of materials cut sheets outlining 3. Changes in methods or materials of construction that require utilities or services. 7337 E. Doubletree Ranch i A. Limit use of site to allow Owner occupancy and work by others. aeons of employees, subcontractors and suppliers. this conference is to discuss project in detail, including scheduling item, manufacturer, and model number in order of cut sheets. testing, inspection or other related services in excess of that 1.2 TEMPORARY ELECTRICITY Road, Suite C-165 B. Owner Operations: D. Prior to bidding, visit site to become familiar with existing of work, and to answer contractor questions. 4. Circle specific model or item to be approved for cut sheets required by original design. A. Provide temporary power for testing and operation of irrigation Scottsdale, Arizona 85258 1 conditions and requirements of Work. 1.3 PROGRESS MEETINGS which feature more than one model or item. X-out non-applicable 4. Failure to properly notify Owner Representative or Goveming and lighting systems through generator(s)as required. Tel: 602-462-9000 1.At no time during work shall equipment, materials or other items q E. Examine site and compare with Contract Documents and satisfy A. Weekly or biweekly Progress Meetings may be held at Project items. No substitutions will be allowed unless specific equipment Agency at critical stages of construction. 1.3 TEMPORARY LIGHTING Fax: 602-462-9001 be placed at locations that would impede or impair access to or liv r oneself as to conditions under which work is to be performed site or other designated site at a time designated by Owner. or products become unavailable and prior approval is received 5. Requesting inspection of work not sufficiently complete for A. Should temporary lighting a required, provide fighting or www.egroupinc.com from present facilities for residents, visitors, employees delivery, o before entering into Contract. No allowance will subsequently be Contractor's key personnel and representatives of major from Owner. inspection. construction operations to achieve a minimum lighting level of 2 maileegroupinc.com emergency personnel. made on behalf of Contractor due to error, negligence or failure to subcontractors shall attend meetings with Dwner, and Landscape 5.Where specifications require work to be finished, installed or 1.3 TOLERANCE footcandles/sq. ft. Comply with governing agency code for 2. Cooperate with Owner in providing traffic control and acquaint himself with site conditions. Notify Owner immediately if Architect. performed in accordance with specific product Manufacturer's A. Tolerances not specifically identified shall meet written temporary power and hours of construction activity. sequencing of construction in order to minimize inconvenience to discrepancies are found. B. Notify subcontractors of their required attendance. These instructions, circle and include copies within binder. standards and recognized commercial tolerances established and B. Provide branch wiring from temporary power source too Owner. F. Examine site and verify conditions are acceptable to begin work meetings will address progress of Work, issues regarding 6. Incomplete submittals will be rejected. If submittal is not required for specific materials or product to complete the work. distribution boxes with lighting conductors, pigtails, lamps and C. Construction Operations: Limited to areas noted on Drawings, for each Section. Verify that work specified elsewhere has been scheduling and/or problems that may have developed since approved upon first review, Owner shall review the submittal two 1.4 EXAMINATION OF CONDITIONS appurtenances. includingstorage of materials and equipment. Coordinate storage completed to an appropriate sty a to be in work. This includes but previous meeting. additional times maximum. If submittal is not approved after three A. Prior to installing any portion of work, examine site and verify C. Maintain lighting and provide routine repairs. e 99 P9 9 and staging locations with Owner prior to mobilization. not limited to lines, grades and surfaces prepared by others. Notify C. Verbal authorizations or acknowledgments by those present are reviews, Contractor will be billed hourly for each subsequent site conditions are acceptable and work specified elsewhere has 1 A TELEPHONE SERVICE 9 9 A. Telephone service will not be provided net. tractors � 1.2 PERMITS, FEES AND NOTICES Owner in writing of any irregularities or unacceptable conditions. binding and should be considered a field directive. If Contract sum review. Resubmittal is not considered cause for change in Contract been completed to an appropriate stage. p pro by Ow Con sy. �� b Owner. Start of work indicates Contractor's acceptance of site conditions. or time is affected, notify Owner immediately in order that a time. B. Materials or products requiring installation under supervision or Superintendent shall be available by mobile telephone at all times of C A. Plan check fees will be paid y B. Secure and pay for necessary permits, governmental fees, G. Throughout the job provide for general safety of public, Change Order to the Contract can be prepared. C. Samples. inspection of manufacturers representative shall be examined during business hours. contractors, sub-trades and Owner, and take whatever means D. Provide following information at each progress meeting: 1. Submit samples of materials in quantities and sizes as required and/or tested and approved in writing by such representative prior 1.5 TEMPORARY WATER SERVICE licenses and inspections for proper execution and completion of necessary to provide a safe and secure job site to satisfaction of 1. Updated as-built drawings, specifications and shop drawings. by the Specifications. Submittals required other than for selection to and after installation of Work. A. Provide, maintain and pay for suitable quality water service work.Verify if Owner will reimburse contractor at cost for required Owner and governing agency requirements. 2. Revised Task List including upcoming issues, inspections and of color, texture or finish shall be given to Owner at a time C. Notify Owner immediately in writing of any irregularities or required for continued operations.Verify necessary point of ry determined b Contractor, which will allow for resubmttta and unacceptable conditions. connection and connection requirements with utility supplier and A � fees. H. Verify measurements, materials and systems in the field. approval dates. y , +14 9 q Y Provide investigations, layouts, and coordination necessary to 3. Updated Inventory Control sheets and plant installation which will not cause a delay in the Work. D. Start of work constitutes Contractor acceptance of site Owner. jM4 � N C. Complywith and give notices required b laws, ordinances, rules, regulations and lawful orders of public authority which bear properly fit, install and complete the Work, including integration of summaries. 2. Upon review by Owner, a Notice of Sample Approval will be conditions. B. Extend branch piping throughout site to provide outlets for 0 O.S 4. Critical Path schedule updates. returned along with comments. hoses with threaded connections_ �.{ 4� on performance of the Work. new Work with existing_ P 9 cd 1.6 TEMPORARY SANITARY FACILITIES A • D. Make certain Contract Documents are in accordance with I. Install the work in accordance with manufacturers and/or industry 5. Other information as listed in Specifications. 3. Resubmit corrected samples per original requirements. 1.5 DELIVERY, STORAGE AND HANDLING '!� k applicable laws, statutes, building codes and regulations. If specifications and instructions and as specifically modified in 1.4 PROJECT RECORD DRAWINGS (AS-BUILT) A. Deliver manufactured materials in original packages, containers or A. Provide and maintain temporary sanitary facilities per governing agency requirements.Verify placement with Owner p O Contract Documents are at variance in any respect, promptly notify Drawings and Specifications. Install work tight, smooth, level, END OF SECTION 01200 A. Prior to commencing work obtain sepia mylars and electronic bundles,with seals unbroken, identified by name and mark of 9 Y � �Y P prior to � � straight, true to line, and secure. drawing files of original drawings from Owner. Seals and Manufacturer. delivery. Owner in writing so that necessary changes can be accomplished g signatures of registrants shall be completely removed and/or B. Deliver fabrications in as large assemblies as is practical. Package or B. Provide wash facilities with potable water at convenient CD �t J. Maintain a copy of Contract Documents on-site at all times for SECTION 01300 g g P Y g P g .S� p V by appropriate modification. permanently obscured. Make blue{ine prints weekly, or as crate shop-primed or finished fabrications as required to preserve such locations for personnel involved in handling materials that require use by Owner. SUBMITTALS C!3 'd' E. Costs attributed to correction of work knowingly performed requested b Owner, which reflect current as built information. priming or finish intact and free from abrasion. wash-up. Dispose of waste drainage properly. "Washout'of trucks K. protect existing plant material and other improvements 1.1 SUMMARY q Y P g � contrary to such laws, ordinances, rules and regulations, and scheduled to remain. If plant material designated to remain or not B. Dimension items to be located from two permanent points of C. Store materials in manner to properly protect from damage. Materials for concrete, plaster, and other waste shall be permitted only in A. Refer to individual sections for specific requirements pertaining locations designated b Owner or remove from site. Do not allow � without notification of Owner, shall be borne by Contractor. scheduled for removal is damaged during construction, replace reference (building corners, sidewalk, roadway intersections, road or equipment damaged by handling, weather, dirt or other cause will not 9 Y ad 1.3 APPROVED APPLICATORS to each section. station stakingor permanent structures Revise prints in red ink be acceptable. wash facilities waste to flow into natural areas or washes. with same species and size at no additional cost to Owner. 1.2 CONSTRUCTION SCHEDULE, TASK LIST, INVENTORY P )' P P � < a A. Where instructions require a articular product and material be for work accomplished that day. Maintain complete and accurate D. Store materials to maintain site access as required. Store off 1.7 TEMPORARY FIRE PROTECTION eq P P L. Contractor is responsible for notifying 'Underground Service CONTROL SHEETS p P q .J Z H I applied and installed by an "approved applicator", insure personnel Alert' 1-800-227-2600 48 hours prior to excavation to locate record set of changes or deviations from shop drawings and sidewalks and protect landscape, roadways, and underground services. A. Provide UL labeled ABC all-purpose fire extinguishers adequate hl PP A. Submit 3 copies of proposed Critical Path Construction " !�■I i performing work are current) certified b the articular underground utilities. specifications. Keep record set and shop drawings at site for Protect materials and equipment furnished under the Contract. in size and number to protect work. O p 9 Y Y P 9 Schedule in a form acceptable to Owner no later than 2 weeks B. Comply with fire insurance and governing regulations. Y governing agency type after date of Agreement. Breakdown schedule by trade or material review b Owner. 1.6 SUBSTITUTIONS AND PRODUCT OPTIONS P Y 9 9 9 Manufacturer and licensed b ovemin a en for this a of 1.9 ARCHITECTURAL FREEDOM Y C. Provide fire extinguishers in Contractor's vehicles and storage A. Grading: C. Sepia mylars and electronic drawing files shall be brought A. Products specified using proprietary name of a particular 9 i- 4� installation or application. 9= on a bar graph and show proposed target, critical and actual areas. a Cl) 1.4 APPROVED MANUFACTURERS A formalized process for grading procedures has been developed completion dates for each Trade and activity of Work. Submit 3 up-to-date at close of work every Friday by a qualified Manufacturer or Vendor shall establish type, function, dimension, 1. Each section may include a list of Manufacturers whose based on direct input from grading and landscape contractors on draftsperson. Provide minimum 2 up-to-date prints for review at appearance, and quality desired. Other manufacturers' products that 1.8 BARRIERS Cd y copies of updated schedule at each progress meeting and at each Z previously successful projects. The process is designed to each progress meeting. An additional print of record drawings shall exceed specified products may be accepted provided sufficient -�i P Y P J P g Pa Request for review and approval b Owner. A. Provide barriers to prevent unauthorized entry to construction and equipment is acceptable as to manufacture, subject to Y pp Y be available at Project Site. Information contained in the record information is submitted in a time frame to allow Owner to determine O Q minimize grading subjectivity by implementing a review and 1 on-site storage areas and to protect existing f conformance with the Contract Documents. Prior to ordering or B. Submit completed construction and material delivery schedules g p ng facilities and adjacent approval process at specific stages of the grading operation. While documents shall include, but not to be limited to: that products proposed are equivalent to those named. �++ i installing materials, verify specified equipment will meet capacities, to Owner no later than two weeks after date of agreement. Identify properties from damage from construction operations. 0,0 V 9 fY P e4 P P subjectivity of this o eration cannot be corn letel eliminated, it is 1. Modifications made by Addenda, Change Orders, Construction B. Prior Approvals: Substitutions will be considered when written Warning Signs and Lights: Comply with standards and code t 1 tY P completely specific lighting, Site furnishings, irrigation, plants or other B. Barricades, g g g p y i ` requirements, space allocations, and is suitable for intended intended to ensure positive communication and direction at each Change Directives and Owner or other Consultants Supplemental request has been submitted to Owner for approval. Each such request requirements for erection of barricades. Provide appropriate wamin si ns Z materials or equipment which long lead-time in procurement is q9 9 significant stage, thereby reducing the chance for misinterpretation. Instructions, which shall be transferred to the record set of shall include information requested below. If Owner approves any purpose. g g y g rP to inform personnel and public of hazard being protected against. Provide anticipated and is critical to progress of work. indicate projected Pe P 9 P 9 � 1.5 REFERENCE DATA Architectural freedom is intended to permit reshaping of grade for Contract Documents and Shop Drawings. proposed substitution, such approval shall be set forth in a Change P p g g dates for submittal, order, delivery and installation of such material. lighting, including flashing lights where needed. A. Reference data made available is for information only, and aesthetic or functional purposes without effecting soil import or 2. Location of above and below grade irrigation and lighting Order. No change is species or quantaties will be allowed without the H 0 u s T 0 N Prepare a list for review at weekly progress meeting of completed C. Provide protection for plant material designated to remain. Replace T Y N E R Owner will not assume responsibility for the Contractors export quantities or requiring re-mobilizing equipment and labor. tasks (previous week)outlining tasks to be completed (for current equipment, tines and fixtures dimensioned horizontally to written approval of the City of Palm Desert. permanent points of reference and located vertical) b indicating C. Make written request for approval after award of Contract only if Plant material damaged by Contractor or others at Contractors expense, to Provide 48 hours notice to Owner for review requests. Refer to Pe P y y g q PP y satisfaction of Owner or Landscape Architect. Architecture conclusions. week), upcoming tasks (next week) . Make special note of P � Landscape Specifications fors specific information on grading depth of burial. Dimensions shall be accurate within 6 inches. specified product is not available. Provide to Owner a minimum of 14 Interior Design B. Maintain building and construction grades, lines, levels, � � P g g upcoming or outstanding issues, inspections and approval dates. D. Protect non-owned vehicular traffic, stored materials, site and structures ' process and divisions of work, i.e. Infrastructure Grade, Initial 3. Modifications made to accommodate field conditions. days prior to date Contractor is required to place an order for the from damage. 13444 roadway stationing, driveway locations and benchmarks. Do not P Provide updated inventory control data of salvage planted 9 Shaping and Contouring Grade, Restoration Grading and Finish materials for review at progress meeting. Record installation of 4. Location of hardscape and built structures including walls, product. Request shall specifically state reason product is unavailable Bali Wa i p g 9 9 1.9 FENCING y remove any property line markers, monuments or data established P og g' sidewalks, paths and trails. with evidence to substantiate the reason. Owner will approve or reject Marina FAX 310 Grading. plants by species on a daily basis. A. Commercial grade chain link fence or approved equal as required or i by Owner. B. Walls - Stone, Shotcrete and Block Construction: 5. Location of trees, boxed and spaded shrubs including the substitution in writing, and in such form as the Owner directs. Del Rey 827-5292 1.6 ARCHITECTURAL BARRIERS 1.3 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES requested. California 310 Walls are integral elements of the site and are constructed in direct A. Shop Drawings: assigned inventory control number(if applicable). Substitutions will not be accepted if indicated or implied on Shop 1.10 ENVIRONMENTAL PROTECTION 90292 827-5009 A. The Owner desires that facilities and improvements constructed association with surrounding grade, setback and visibility 6. Revise Landscape Legend sheets to reflect final quantities, Drawings or if acceptance will require substantial revision to Contract A. Operate temporary facilities and conduct construction b m i under this Contract meet or exceed the intent of applicable public 1. Following Contractors review and approval, submit three copies p p ry y methods that PP P requirements. Therefore, wall alignments, elevations and replacements and any substitutions, or, attach final copy of Plant Documents. corn with environmental regulations, and minimize the possibility that air, to Owner for review. PIY 9 Po tY law concerning prohibition of discrimination and that no individual exposures may vary from those shown on drawings. Field staking Installation Summary chart to plans. D. Submit descriptive brochures, drawings, samples and other data waterways subsoil might be contaminated or polluted.Avoid use of 2. Owner will review drawings, affix stamp indicating findings of Y 9 Po 1 be discriminated against on the basis of disability in the full and and review prior to construction are intended to identify changes �7. Clearly identify deviations from original designs by drawing a necessary to provide direct comparison to specified materials after tools and equipment,which produce harmful noise. Restrict use of noise g tY � P review and return to contractor. that may impact labor, equipment and material requirements prior cloud around affected area and make sufficient notations. reviewing and determining that product meets specified requirements. equal enjoyment of goods, services, facilities, privileges, Y P P q p 3. Comments, if any,will be noted directly on prints. If indicated to making tools and equipment to designated hours and minimize complaints. I to start of work. However, additional minor wall height adjustments D. Owner will not certify pay request if as-built drawings are not Submittals shall be well marked and identified as to types and kind of B. Exercise controls to keep noise and dust to a minimum during advantages, or accommodations of the completed Project. be corrected and resubmitted, correct and resubmit as outlined P 9 i may be anticipated during the construction process to fine-tune the current, and processing of pay request will not occur until as-built's items submitted for approval. Lack of sufficient information will be cause B. Designers and drafters of these Documents have intended to Y P 9 p above. construction. Traffic or construction areas shall be sprinkled with water or functional or aesthetic aspects of the walls. Perform these changes are updated and approved. for rejection. dust palliatives as required and in accordance with governing agency incorporate Owners intentions. E. Prior to requesting walk-through for Substantial Completion, C. It is recognized that there may be products not incorporated into in a timely manner as work is being performed to minimize impact q 9 9 P E. In submitting a substitution, Contractor makes the following requirements. REV. COMMENT DATE i perform walk-thru, complete and submit Contractor punchlist for representations: I these Documents that may more nearly meet the Owner to labor. scape, landscape, on an landscape Proposed pro every 1.11 WATER CONTROL s desires hard land irrigation land lighting to Owner. 1. Pd duct is equal or superior in eve respect to item CVWD costa 06.04.12 END OF SECTION 01010 A. Protect site from puddling or running water. Provide water barriers as i than those included. Do not request walk-thru if work is not complete. specified. required to protect site from soil erosion and runoff into washes. 1st Review Comments 09,301 i D. Owner hereby solicits those providing elements of this Project, F. Owner will verify work has been completed and arrange 2. Equal warranty minimum to be provided for substitution as product 1.12 PROTECTION OF INSTALLED WORK Restart submittal 08,15.11 i but at the time prior to submitting shop drawings, or sooner when walk-through for Substantial Completion. specified. A. Protect installed Work and provide special protection where specified in 1st Review t09.09 appropriate, and without causing delay in the Project, to also G. Update and provide landscape as-built drawings to Owner for 3. Coordinate installation of accepted substitution into work, making individual specification Sections. approval and use during walk-through for Substantial Completion. such changes as may be required for completion of work. 100%CD set 12,08.08 } submit proposals for improving accessibility to physically or B. Provide temporary and removable protection for installed products. mentally impaired persons. Parts 2 &3 not used. 4. Claims for additional costs related to substitution which consequently Control activity in immediate work area to minimize damage. DATE F 1.7 DRAWINGS END OF SECTION 01300 become apparent will not be considered. C. Protect finished paving from traffic, dirt,wear, damage, or movement of i, 5. Cost includes related costs under the Contract, separate contracts A. Drawings such as irrigation plans, electrical and landscape heavy objects with durable sheet materials. lighting tans are essential) diagrammatic. Follow actual runs SECTION 01400 and Owner redesign costs. LANDSCAPE D. Prohibit traffic in proposed landscaped areas. Use lath stakes and g g p y g QUALITY CONTROL END OF SECTION 01400 caution tape or approved flagging to protect newly planted areas. SET PHASE VIII as closely as coordination with work of other trades will permit. 1.1 SUMMARY 1.13 SECURITY t Exact routing of such improvements and locations of equipment A. Materials furnished and work performed under Contract are A. Provide security and facilities to protect Work and existing facilities, and June 4, 2012 shall be governed by site conditions, obstructions, and locations subject to review by Owner and Landscape Architect. Comply and Owners operations from unauthorized entry, vandalism or theft. DRAWN BY. JEH I of other utilities as approved by Owner. strictly adhere to intent of drawings and specifications with regard B.At Contractors discretion, provide and pay for watchman service for CHECK BY. JEH i I B. In event discrepancies arise over dimensions, product to quality of materials, workmanship, and diligent execution o Contract. Review may include mill, plant, shop, or field review as adequate protection. references, omissions, or written statements, bring to Owners toJ � 1.14 PROGRESS CLEANING CASE deemed necessary. A. Maintain areas free of waste materials, debris, and rubbish. Maintain NO.: s attention immediately with a Request for Interpretation. B. Scope of Work: site in a clean and orderly condition. Remove daily waste materials, debris, C. Products, materials, and labor installed or performed without 1. Work executed in absence of prescribed inspections may and rubbish from site and dispose off-site. Do not allow to accumulate. proper clarification or prior approval shall be the Contractors sole 1 require removal and replacement under the proper inspection,with Locate dumpsters subject to approval by Owner. responsibility and shall be removed, repaired, replaced, and/or entire cost borne by Contractor, regardless of whether work a END OF SECTION 01500 reinstalled in accordance with Owners direction at no additional removed is found to be defective or not. e 2. Testing, inspection, or other related services shall be performed cost to Owner. by an independent consultant, testing laboratory or services selected by and paid for by Owner. Q 3. Furnish testing samples at site or at source of material. These plans have been reviewed''by the Coachella Valley Water District in accordance 4. Coordinate agency inspection. Provide schedule and notification with Water Code Title 7. Division 1, Chapter 3,Article 10.8, Section 65597 et. Seq_ to Owner. Requiring efcient landscape and irrigation design in cooperation with the local governing agency(City or County). SPECIFICATIONS *Approval of this drawings by CVWD Staff does not constitute approval to encroach into district and USBR rights-of-way. Trines,plants, walls and permanent structures of any kind may not be planted or installed in C VWD and USBR easements of right-or-way without first obtaining an encroachment permit from CVWD_ Date: L801 L140 2 er agement S rv' CVWD Plan # velopment ervices Supervisor 19 of 26 sr%Z F„ • SECTION 01700 4. Seed Certifications. E. Grade Restoration: Return of grade at various stages of landscape 3.2 SUBGRADE 3.6 GRADE RESTORATION: CONTRACT CLOSE OUT 5. Certificate of inspections for backflow preventor and service entrance. installation process to the "accepted" condition. Grade restoration A. Prepare subgrade to proper elevation and compaction levels to receive A. Upon acceptance of initial shaping and contouring, begin grade { ` 1.1 SUMMARY 6. Warranty information on materials, equipment and systems supplied, operation shall ensure that plants are installed at the correct grade. under-slab fill. restoration and finish grading. Maintain and restore shaping work atgLL I� Schedule and Checklist for overall including irrigation controllers, valves, heads, flow sensor and transmitter, F. Finished Grade: Final grade elevation within . of elevations as B. Grade as required to bring entire site to underside of respective each significant stage of the landscape process to eliminate or blend A. Refer to Construction Submittal 3 ° sequencing of contract close out requirements and procedures. backflow preventor, Wye strainer, pressure regulator, quick couplers, depicted on Drawings or established during Shaping and Contouring surfacing as determined by finished grade, or as directed by Owner. excess spoils within construction site. Ensure character of accepted i 1.2 FINAL CLEANING emitters, service entrance section, low voltage transformer and fixtures, operation. Grading shall reflect finished conditions. No ruts, trenching 3.3 EXCAVATION grade has been maintained. Grade restorations are required at the Si t A. Broom clean exterior paved surfaces. Rake clean other surfaces of the and plant material) lines, sharp transitions should be apparent. Grade lines should be A. Excavate footings to provide vertical walls and square comers. Keep following stages of landscape construction: grounds. 7. Letter of Warranty / Guarantee of workmanship. smooth, continuous and indistinguishable from natural grades. Remove entire excavation free from loose material. Conform to dimensions and 1. After mainline installation and prior to installation of major plants. B. Hose down and scrub walls, paving surfaces dirtied as a result of 8. Controller station assignment schedule. construction materials, landscape debris, litter, labels, stakes and tags elevations indicated with allowances for erection of forms, shoring, 2. After installation of major plants and prior to installation of spades or a group tie construction work or as directed by Owner. 9. Lighting controller assignment schedule. from site and dispose of properly to render site in a finished appearance. waterproofing, and inspection of footings. boxed shrubs and laterals. ° supplied and accepted Finish rode must be established and a roved prior to lacement of B. Bottom of wall elevations and footing requirements indicated on the 4. Prior to placement of small plants. landscape architecture C. Remove from site construction waste, unused materials, excess earth, forms 10. List of spare parts, extra materials and tools supp e p g pp P P planning and debris resulting from work. by Owner. plantings. Drawings are approximate. Assume full responsibility for confirming The grade restoration is the most significant and shall result in a 7337 E. Doubletree Ranch 1.3 WALK-THROUGH FOR SUBSTANTIAL COMPLETION 11. Maintenance instructions including a written list of required and 1.3 DESIGN REQUIREMENTS actual construction elevations and requirements to complete the Work as complete restoration of the initial shape (to within .10'). Remove; blend Road, Suite C 165 I A. Arrange for Landscape Architect's presence a minimum of 48 hours in suggested maintenance for mechanical, plumbing, electrical or other A. Grading to be done as Approved on Civil Plans. intended based on field conditions. Confirm requirements prior to spoils into landscape or remove from site; water settle and compact Scottsdale, Arizona 85258 9 P advance of walk-through. Submit dated and signed irrigation, landscape and equipment or features in the project. Each item shall contain a brief B. Proposed grading is based on unverified site conditions and is subject construction. Notify Owner immediately should discrepancies between trenches; blend constructed landscape edges into undisturbed areas; Tel: 602-462-9000 ■ lighting checklists to the Owner's Representative for verification prior to each description of maintenance required and recommended time frame or to field review and adjustment. Intent of these Documents is to blend Drawings and field conditions arise. set and backfill valve boxes and remove construction debris. Fax- 602-462-9001 9 9 walk-through. period for maintenance. Clearly mark shut off valves on as-built drawings. transition from constructed elements into the natural setting of the site. C. Shore and brace excavations as necessary and required to prevent B. Grade restoration shall not require review by Owner prior to next www.egroupinc.com B. Provide complete set of landscape as-builts for use during landscape 12. Operating instructions including complete operating sequence, control Grading shall emulate natural character of adjacent desert landscape to cave-ins. phase of work. However, if Owner determines that grade restoration mail•egroupine.com walk-through. diagrams, description of method of operating machinery, machine serial create a finished condition, which appears natural. As such, Drawings D. If excavation is carved below depth indicated, backfilling will not be was not performed to satisfaction at time of review for staking or plant s C. Grading and shaping to be executed, reviewed and approved incrementally numbers, factory order numbers, parts and part numbers, tests, shall be used only as a guideline when completing work of this section. permitted. Increase footing depth as required without extra compensation. layout, work shall not proceed until deficiencies have been corrected. �o cv� c prior to and during landscape installation. Contractor to verify in presence of instruction books, and parts lists shall be complete in every respect, Review existing site conditions with Owner and advise of any proposed E. Stockpile excess excavated material on site in designated areas or as 3.7 FINISH GRADING Owner that grading is complete and no drainage or erosion problems exist. showing parts. deviations from Drawings prior to start of work. directed by Owner. Do not place in any Natural Open Space Areas, or A. Upon completion of small planting and irrigation work, restore site to D. Landscape materials and systems shall be completely installed for review, at 1.8 SPA RE PARTS AND MAINTENANCE MATERIALS 1.4 QUALITY ASSURANCE other areas designated for protection. a finished condition. Finish grading shall include restoration of initial time of walk-throe h. A. Deliver spare parts, tools, extra stock of material and similar physical A. Assign one key individual (Superintendent or Foreman) to remain sole F. Protect utility services uncovered by excavation. Notify Owner shaping work to eliminate high, low or flat spots and ruts, trench g E. Verify plant materials are planted plumb and are in good health. Throughout items required by individual specification sections to Owner. Obtain contact responsible for grading operations throughout duration of project. immediately if conflicts arise. settling, general raking, debris removal and cleanup. Carefully blend s�9�oF ate �` warranty maintenance period, document and monitor plants whose viability is signed receipts from Owner for items. Provide Owner with assurance that this individual remain available and G. Dewatering: Provide and maintain during construction, ample means constructed grades to provide a smooth transition into natural grade. CAv questionable. B. Change over construction locks to permanent keying system as accountable for any grading or restoration processes. and devices with which to promptly remove and properly dispose of water Finish grades will be reviewed and approved by Owner in conjunction F. Owner to verify plant installation concurs with as-builts. Missing or deceased required. Deliver required number of keys to Owner. B. Regulatory Requirements: Comply with applicable Federal, State and from any source entering structural excavation, pipe trenches, or other with the walk-through for substantial completion. . plants are to be flagged or marked with paint for replacement as directed. 1.9 WARRANTIES / GUARANTEES local ordinances. excavations. Protect subgrades and foundation soils from softening and 3.8 BACKFILLING G. Review tree limbs for interference with safe pedestrian or vehicular passage A. Provide duplicate, notarized copies of warranties or guarantees C. Staking: Provide necessary surveying, layout and staking for damage by rain or water accumulation. A. After completion of footings, walls and other construction, and and visibility of street signage and vehicular clear-site triangle. required by individual specification sections. landscape grading. H. Material Storage: Stockpile satisfactory excess excavated material removal of forms, clean excavations of trash and debris. 4-4 *t3 N H. Verify turf and turf edge installation is complete and acceptable, B. Date of commencement of warranties and/or guarantees shall be date D. Tolerances: Subgrades and finished grades for unsurfaced areas may away from edge of excavations and where directed until required for B. Place backfill, compact and re grade as required. 1. Owner to verifyirrigation equipment is ro properly installed and functioning. of Final Acceptance. vary within a tolerance on one-tenth of a foot from finished grade backfill or fill. Place, grade and shape stockpiles for proper drainage. C. Refer to the appropriate sections for specific backfill requirements: • 9P P Y 9 A s During walk-through, operate irrigation zones and adjust turf spray heads, elevations shown on Drawings or established in field. Legally dispose of waste materials off-site. 1. Irrigation. ' 0 Part 3 - Execution for Initial Shaping and 3.4 INFRASTRUCTURE GRADING 2. Electrical. 4'.4 0 4,4 heights of emitters and add or delete emitters in areas as directed., PART 2 PRODUCTS - Not Used E. Refer to Section 0290 p g � O p 40 J. Paths, sidewalks, trails and ramps to be complete and installed per the Contouring, Grade Restoration and Finish grading sequence The following scope of work shall be completed by Owner prior to the 3.9 COMPACTION . landscape/civil drawings. PART 3 EXECUTION requirements. initiation of landscape construction operations: A. Unless otherwise specified in Structural Engineers requirements or K. Verify site walls and slope retention installations are complete and per the 3.1 SCHEDULES F. Obtain review and approval from Owner for grading improvements A. Unless otherwise noted, the Civil Engineering drawings reflect 6:1 side Soils Report, compact to the following maximum densities at optimum landscape/civil drawing. A. Refer to final acceptance schedule attached herein for sequence of specified. slopes for proposed improvements. These slopes will be staked in the moisture content in accordance with ASTM D698: L. Owner and/or manufactures representative to verify that landscape lighting walk-throughs required for final acceptance. 1.5 SITE CONDITIONS field, walked and adjusted with the Owner prior to start of grading or 1. Backfill or fill under walkway slabs or footings: 90 percent. fixtures and appurtenances are correctly installed, have power and appropriate FINAL ACCEPTANCE SHEET A. Soils Report: Provide representative number of samples of Soil clearing. Top or toe of slope will be adjusted as needed to save existing 2. Backfill or fill under structural slabs or structures: 95 percent. lamps and are properly directed. Record below the date of walk-throughs for landscape, irrigation and Analysis Tests to determine amounts of fertilizer and amendments vegetation in place and to vary side slope grades for visual quality. Stake 3. Landscape planting areas: 85 percent 4 M. Owner shall generate punch lists related to each walk-through. Each list lighting. recommended for optimum growth for the plants specified. and rope final slope limits to mitigate encroachment into undisturbed 3.10 FIELD QUALITY CONTROL 1..J z shall contain specific items to be corrected and verified prior to the final The Contractor will be responsible for coordinating walk-throughs, 1. Owner supplied report, if any, is for information only and used at areas as directed by Owner prior to start of work. A. Grading process requires several reviews with Owner. Verify O H securing approval signatures from each reviewer/ Contractor sole discretion. 3.5 INITIAL SHAPING AND CONTOURING: grading intent and obtain approval at each phase as required. recordin dates and sect g pp g acceptance. � 9 �T N. Owner shall record the dates of walk-throughs using the Final Acceptance Owner. 2. Owner does not guarantee accuracy of report or continuity of soil Verify following scope of work is completed prior to start of landscaping: B. Provide one field density test of under-slab fill for every 2,000 i.- Sheet. conditions indicated at boring locations. A. Prior to start of shaping and pre-grade site walk, identify and mark square feet (185 m2) of walkway paving area or as directed by Owner. O FINAL ACCEPTANCE PROJECT/ PARCEL: 3. Soils Report requirements supersede requirements specified herein. 50-foot stations along the roadway and establish other applicable 3.11 PROTECTION z M 1.4 WALK-THROUGH FOR kL A. Arrange final acceptance walk-through two weeks prior to end of A. Irrigation walk-through for substantial completion Notify Owner immediately should discrepancies arise. reference points including lot corners, property boundaries, site distance A. Protect newly graded areas from traffic and erosion; keep areas maintenance period. Owners Operations & Maintenance manual must be Date: By: B. Existing Conditions: Bidders are expected to visit site to form their own triangles and easements. free of trash and debris. Repair and establish grades in any areas Q oc P PEsubmitted and approved by the Owner before final acceptance walk-throughs B. Lighting walk-through for substantial completion conclusions as to character of work. B. Pre-Grade Site Walk: Initiate pre-grade site walk to define the initial settled, rutted or eroded. ", vary. Refer to typical wall construction details and shaping and contouring requirements and identify areas requiring special B. Maintain and protect existing utilities remaining which pass through v ~ are scheduled. and fixture adjustment Date: By: 1. Footing elevations ary typ P 9 9 Q B. Arrange for Owner's presence a minimum 48 hours in advance of C. Verification of lighting punch list Date: grading plans to determine excavation and construction requirements. treatment: work area. 2. Existing grades are based on information from Project Engineer's C. Mark approximate centerline of proposed sidewalks, trails and paths. C. Perform excavation work near utilities b hand. Provide necessary - walk-through for irrigation final acceptance. Verify items on list from substantial BY: 9 9 J 9 PP P P P Y ry completion walk-through have been completed and system is fully operational. D. Landscape walk-through for substantial completion Drawings. Verify existing grades for accuracy prior to start of grading and D. During initial shaping and contouring establish path and sidewalk protection as work progresses. H o u sr Y ° E R list of specific Irrigation items to be corrected. Completion of the Date: By: notify Owner immediately should conflicts arise. alignment and grade within .50' as defined by drawings and bring D. Provide and maintain planking and protection for walks, curbs, C. Generate a p g P o punch list will be reviewed at landscape final acceptance walk -through E. Start of ninety day landscape maintenance period C. Environmental Requirements: Place, spread or roll fill materials during landscape grade to within 0.10' as directed in pre-grade site walk. drains, trees, boxing around comers of structures, and walls to prevent Architecture n D. Arrange for Owner's presence a minimum of 48 hours in advance of Date: By: favorable weather conditions. When work is interrupted by rain, do not E. Upon completion of initial shaping and contouring operation, notify damage by trucking, grading, and other operations. Interior Design walk-through for landscape final acceptance. Verify completion of irrigation F. Verification of landscape and irrigation punch list resume fill operations until moisture content and density of previously Owner to schedule a site walk for acceptance of work. Should site require E. Barricade open excavations and post warning lights and comply 13444 punch list and landscape maintenance has been performed satisfactorily. Date: By: placed fill meets specifications. additional refinement prior to acceptance, a second walk through will be with governing agency public safety requirements. Bali Way310 G. Irrigation walk-throe h for final acceptance 1. Surface drainage: Provide and maintain positive surface drainage scheduled to review corrected areas prior to acceptance b Owner. F. Kee adjacent streets and drives clean of dirt created b landscape Marina FAx 292 � E. Health of plant material will be reviewed including trees and shrubs identified 9 9 P 9 P 9 P P Y P 1 Y P Del Rey 827-5292 as in poor or fair condition at time of substantial completion. Replacement (two weeks prior to end of maintenance period) during excavation. Prevent infiltration of water into utility or foundation F. Construct landforms to generally match depressions and ridges of grading operations. California 310 materials will also be reviewed. 90292 827-50Q9 Date: By: excavations from whatever sources exist. existing topography. Tops of slope shall be rounded. Feature toes and G. Control dust on and near Work, and on and near stockpile areas. I m Rework items deemed unacceptable to satisfaction of Owner. H. End of ninety day landscape maintenance period 2. Dust control: Comply with requirements of governing authorities. Use edges of slopes to blend into natural grade. Emulate the natural character Comply with governing agency requirements. F.G. If after walk-through for final acceptance,s items have not been properly Date: By: whatever means necessary to control dust on and near the work, off-site of site by mimicking existing ridges, highpoints, depressions, rivulets, and H. Leave paving surfaces in broom clean condition. g P P P Y adjusted, reworked, or replaced as indicated on list of incomplete items from I. Landscape walk-through for final acceptance and borrow, storage and spoil areas. other natural features which are not depicted on Drawings. Remove or END OF SECTION 02201 ' " ��' will be charged for subsequent verification of irrigation punch list Date: By: 1.6 PROTECTION blend ruts, flat spots, settled areas, trench lines, and areas disturbed by APPE"IXA substantial walk-through, Contractorg eq . age to walk-throughs. Funds will be withheld from final payment and/or retain J. Verification of landscape punch list Date: By: A. Protect and maintain benchmarks, monuments, roadway stationing construction so that improvements will transition with natural topography. I�r�nn�a�nerttationPacka�,,CheeHist conduct and document further walk-throughs as deemed necessary in insure K. Final acceptance - start of warranty period and other reference points. If disturbed or destroyed, replace at Create grades in broken planes (where appropriate) rather than in p oje�8ite: Marl lutts Shadow Ridge-8 T�or pared X=bar: 28818-5 I compliance with contract documents. Date: By: Contractor's expense. continuous "engineered" planes which appear unnatural. PwiectAssessoes Pared Natnber(APN): Lot 2,Tract28818-5 REV. COMMENT DATE H. A Letter of Final Acceptance for landscape and irrigation work will be issued L. End of landscape guarantee period Date: By: B. Protect existing structures, fences, roads, sidewalks, paving and curbs G. The initial shaping and contouring operation should not require import Project Location: Palm De n,Califomta upon verification of any outstanding punch list items and receipt of corrected END OF SECTION 01700 from damage caused by settlement, lateral movement, undermining, or export of soil from areas beyond project boundaries. Intent of this CVWD comments 0e.04,12 landscape and irrigation as-built mylars and associated digital files. Guarantee DIVISION 2-SITE WORK washout, and other hazards created by earthwork operations. phase of work is to shape existing soil to create desired contouring. cn�p/CoaArc sIrrigationloonswtner/contractoratidNatneanaCotttaetinforlt>ati�t: c Croup i(:oatos Irrigation Coatsultants InC. tfit R@View COtrrllBntB 09.3011 period will commence as of date of Letter of Final Acceptance. SECTION 02201 C. Protect above or below grade utilities to remain. H. Establish grades to drain water away from structures and walls Restart Submittal 08.15.1 PART 1 GENERAL D. Protect existing trees and vegetation to remain. Temporary fencing providing positive drainage to inlets and from outlets. When drainage is Included 1. Lighting Consultant upon verification of punch list items and receipt of final P g P g g >at Review 10909 1.1 SUMMARY may be required around some plants if directed by Owner to ensure difficult to achieve, notify the Owner and request a solution before X I. Waters�pettL WWVeworka>"(Appmdix8) lighting as-built drawings will issue a separate Letter of Final Acceptance. completion of walk-throughs for final acceptance afterward, Owner A. Section Includes: protection during construction. Work shall not extend beyond the continuing. MUixntR]3UD� erAno-AanceOAAWA);x Dl ISSUE CD eat DAE J. Upon Comp g p X 2. Maxitnam Applied water Auowance tM.aw,�): IS3l� DATE 1. Trenching, excavation, backfilling and compaction. established limits of disturbance. I. Grading for Sidewalk, Trail and Path alignment procedures: Conventional Landscape: toss 100c&kfed/year shall obtain signed approvals from all reviewers on the Final Acceptance Sheet. and backfillin +Recreational7lsf grow Landscape: 0 100cuWcfct1year(ifapplicsble) ° Owner shall also record dates of walk-throughs and indicate start, and finish g E. Repair and restore damaged site features equal to original condition 1. Prior to start of initial shaping and contouring phase, mark proposed MaximumApplieawaterAllowance: �� Ioocutliefeetlycar s dates of guarantee period. 2. Excavation and grading for site paving, footings and walks. and to satisfaction of the Owner. centerline of paths, trails and sidewalks within project area. Stake LANDSCAPE g P �s, Estimated Total water Useby Hyatozone: dates UNCORRECTABLE WORK 3. Initial Shaping and Contouring F. Provide erosion control measures to prevent displacement of soils and centerline offsets of proposed sidewalks, trails and paths, indicating cuts Turfg-Hy�zo-: '66 Ioocabic&et/war SET PHASE VIII Recreational Turf grass Hydrozones: o 100 c*Jc&d/year 4. Restoration Grading discharge of soil-bearing water runoff or airborne dust to adjacent and fills as necessary to assure improvements will meet slope and L0WPlantHy4ro--: 37. 100eubicfectlyear A. Should Owner determine it is not practical or possible to correct Work 5. Finish grading MedimPlastxyatozoars:-2--l000,AcfaWyear June 4, 2012 gradient requirements or other criteria established in drawings, details High PlantHydrozones: o loocubicfeeWyear g damaged or improperly executed, an equitable deduction from Contract Sum B. Provide labor, equipment, materials and incidentals necessary for properties. ands specifications. Review staking with Owner prior to commencement of other 8 100cubicfeeHyeu DRAWN sirt JEH will be made at sole discretion of Owner. construction. P g P Esher o 100 cub0fe reovyear 1.6 PROJECT RECORD DOCUMENTS PART 2 PRODUCTS work. Estimatedrotal Water use; ,gas loocubiofeef/year CHECK e1r= JEH 1.2 DEFINITIONS 2.1 MATERIALS 2. Fine grade where required and in accordance with Drawings and X 4. ETWU<MAWA PROJ.NO: 2t}413910 A. Within 1 week of date of Substantial Completion, submit two copies of A. Native or Natural Soils: Undisturbed soils present at site in their natural Owners Operations and Maintenance Manuals to Owner for approval. A. Backfill: Import and excavated material from site must be free of debris Owner direction. Grading for concrete paths and sidewalks shall be within x s, PLAN CASE NO. � a P state or conditions. Materials which are essentially free of vegetation or or vegetation and comply with applicable structural requirements and 0.50' of final elevations. Grade for soft trails to within 0.10' inches of final B. Prior to final acceptance, submit for approval two complete sets of signed X 6. Irrigation Design Plan and dated record documents including sepia mylars, shop drawings, annotated specific organic matter and do not include trash or other deleterious materials. fic requirements within other Sections. elevations Materials present at site that have been disturbed, -7. GnwdtngDeslgn Plan B. Existing Fill Soils: specifications, substantial completion checklists and completed punch lists. a. Public paths and trails: Maximum gradient on public paths shall be 5%, _8. Soil Manag=tRaporf possibly transported, and are not in their natural undisturbed state. Provide 1 copy of landscape and irrigation electronic as-built drawings. C. infrastructure Grade: Establishes the framework for start of initial PART 3 EXECUTION and 12% on public trails. Construct public trails with a Y2" crown on raw-to comply with rho roquirernents of the water effigalt landscape ordinance and submit a ■ 1.7 OPERATIONS AND MAINTENANCE MANUAL 3.1 PREPARATION graded slopes of less than 3%. complete Landscape Doc n,entatlonpa&. shaping and contouring work described in this Section, by establishing o � A. Prior to final payment, submit 2 hardback, loose-leaf binders, suitably typed, initial site work cuts and fills d staked per Project Engineer's Drawings. A. Verify survey data. Stake work and verify location and elevation. b. Sidewalks: Sidewalks should be maximum 5/o gradient whenever A. Prior d and labeled for read reference. Submittals shall utilize format as Carefully maintain benchmarks, monuments, and other reference points. feasible. Data 8 1201I ApplicantMarnottownershlpResorts i Y The Infrastructure Grade is intended to eliminate need to import or export If disturbed or destroyed, notify Owner immediately and replace as c. Immediately advise Owner in writing where sidewalks, paths or trails These plans have been reviewed'by the Coachella Valley Water District in accordance indicated in Owner's Operations and Maintenance Manual Table of Contents soil beyond the boundary of construction after infrastructure improvements directed. exceed slope requirements. with water Code Tine 7. Division 1, Chapter 3,Article 10.8, Section 65597 et. Seq. and include the following: are complete. B. Contact local utility companies to verify locations of existing utilities 3. Prior to installation, Owner will review and approve alignments for Requiring efficient landscape and irrigation design in cooperation with the local goveming 1. List of Subcontractors by trade, indicating company's names, addresses and D. Shaping and Contouring: Provide infrastructure grade within 0.10' of telephone numbers. finish rode. Shaping and contouring shall include establishing the prior to grading or excavating. conformance to Drawings and design intent as defined in the pre-grade agency(City or County). SPECIFICATIONS g p g g g C. Certify in writing that paths and trails meet City and ADA standards site walk. "Approval of this drawings by CVWD Staff does not constitute approval to encroach into 2. List of major suppliers indicating materials and/or equipment supplied, alignment and initial grade of any path or sidewalk, wall alignment, or and immediately notify the Owner should conflicts arise. Obtain approval 4. Confirm path, trail and sidewalk crowns, cross -slope and maximum district and USBR rights-of-way. Trees,plants, walls and permanent structures of any company's names, addresses and telephone numbers. utility pad as defined by Owner and Drawings. Shaping will incorporate kind may not be planted or installed in CVWD and USBR easements of right-or-way 3. Affidavit from general and subcontractors on use of asbestos free materials. natural ridges and depressions from the adjacent (typically undisturbed) for any deviation to these standards, in writing, prior to construction. longitudinal gradients do not exceed .City and ADA requirements, and without fast obtaining an encroachment permit from CVWD_ landscape through the improved landscape area and will establish the Failure to properly obtain specified approvals shall be cause for removal that no condition will allow standing water to collect. and replacement of work at Contractor's sole expense. 5. Prepare subgrade to required compaction levels and ensure positive basic grade needed to ensure that major plantings and irrigation - components are installed at correct grade. drainage can be achieved. Date: L8n2 L40n4 Water M agement S rv' r CVWD Plan #L velopment er lces Supervisor 20 OF 26 2.5 WIRE 4.11 Provide pressure regulator of preset type constructed of *Several vendors provide for the scanning of oversize documents Operation Manual: IRRIGATION SYSTEM SPECIFICATIONS sturdy long-lasting plastic, with a protected vent hole that such as plans into the Adobe Acrobat format. If required, contact 2.5.1 Control wire specifically designed for direct burial use. Sizes in enables the unit to breathe while shielding its inner chamber Coates Irrigation Consultants Inc. for recommended vendors. Submit 3 sets of Operations Manual to Consultant for approval, prior to accordance with minimum recommended by controller Manufacturer. from contamination. Flow range shall be 6 to 300 GPH, with scheduling the final completion walk-through. Manual is to include the " 1. SCOPE r + Leave 24" mimimum loop at each valve, splice, change in direction, outlet pressure of 30 PSI over a range of inlet pressure of 25 2. Consultant will not certify any pay request submitted by the following in a 1 x 3 ring binder: 1. Index sheet stating project name, and listing 1.1 Furnish labor, materials, tools, equipment and services necessary for every 500 feet of straight run, and at each controller for expansion to 300 maximum PSI. Inlet and outlet connections shall be Contractor if the as-built drawings are not current, and processing of Contractor name, address, phone number, and contact person. Include same execution and completion of irrigation system work as located on and/or servicing. 1-inch female NPT. pay request will not occur until as-builts are updated. Also, if Data information for Primary Sub-Contractors. ' drawings and described in specifications and general conditions. Sheets and As-Built drawings are not given to the Consultant within 2. Manufacturer cut sheets for all material components of irrigation system. 2.5.2 Place wire consistently along one side of pipe in trench. Make 4.12 Provide round plastic valve box approximately 10 inch the specified time frame, Consultant shall collect the data for Highlight or circle specific models or items. ; F 1.2 System shall efficiently and uniformly irrigate planted areas and watertight splices and connections; band together multiple wires at diameter by 10 inches deep and conform to ASTM test method programming purposes, and charge the Contractor for time and a group perform as required by Contract Documents. 10'foot intervals in trenches. Install wire in separate sleeve from D-638 790 256 and 648. Box extensions shall be ten 10 inch materials. 7. WARRANTY water sleeves under roadways and walks or where other conditions diameter PVC pipe. Valve box lids shall be imprinted landscape architecture land planning 1 1.3 Do not perform irrigation work until proper grade and soil preparation make it necessary. Coordinate location and installation schedule with "IRRIGATION CONTROL VALVE". Gravel sump shall be as 3. Prior to scheduling walk-through for substantial completion, P 9 9 9 k 7.1. Guarantee complete coverage of areas shown on drawings to be irrigated. 7337 E. Doubletree Ranch P other trades. is complete, and approved by Owner and Architect. indicated on drawings. Contractor is to submit all as-built information to the Consultant for Guarantee satisfactory operation of entire system and workmanship and Road, Suite C-165 approval. restoration of the area. Guarantee system to be complete in every detail for a Scottsdale, Arizona 85258 + 1.4 Stake location of sprinklers, valves, piping and principal fittings. 2.5.3 Provide two spare wires to the extreme ends of system from 4.13 The "Y" Strainer for emitter detail assembly shall be period of one year from the date of acceptance. Contractor hereby agrees to Tel: 602-462-9000 ! Record additions, deletions or changes in equipment locations on a copy each controller. constructed of plastic with 1-inch female IPT and strainer mesh CONTROLLER CHARTS - Do not prepare con repay or replace any such defects occurring within warranty period without Fax: 602-462-9001 of the working plan. Provide as built Construction Record Drawings at of 80 stainless steel. 1. Provide controller chart, automatic controller. expense to Owner. www.egroupinc.com a completion of work. 2.6 AUTOMATIC CONTROLLER a. Controller drawing may be same size reproduction of the record mail■egroupinc.com 5. CONDITIONS AND DAMAGE drawing, if scale permits fitting them inside the controller door IRRIGATION CALCULATIONS 1 2.6.1 Unless otherwise specified, the Irrigation System Controller ` L 1.5 Provide excavation for proper installation of work. Use mechanical P 9 Y without folding drawing. If photo reduction prints are required, keep trench diggers that cut smooth bottom trenches of uniform slopes, and no shall be a micro-processor based/micro-electronics solid-state type, 99 5.1 Prevent damage or repair the grounds,walks, roads, reproduction to maximum size possible to retain full legibility. Chart Revised112409 osca� i capable of full automatic or manual operation- Provide wall buildings, piping systems, or electricals stems caused b may also be Controller Data Sheet as for central-satellites stems, if ! wider than necessary to lay pipe. SEE EXCAVATING AND GRADING, P Y 9 , P P 9 Y , Y Y Y Y ; mountable, heavy du molded plastic, weatherproof lockable APr>rxr'I�€s FILL AND BACKFILL SPECIFICATIONS for compliance. vY duty, P rP leaks or breaks in irrigation system during execution of the approved by Consultant. e { cabinet or metal if so specified). �}iWUWAMEFFIC ARt LANDSCAPEWORKSHELT � P )• work. Repair damage to original condition as directed by and in b. Controller chart shall be bond print of actual as-built system, Thia worksheet is fitted out by the project applicant alb is aregtdrad ele me of the 1.6 Provide maintenance of traffic and safety, and security system to a manner satisfactory to Owner. showing area covered by that controller; or Controller Data Sheet Landscape tionPulrae. sr9� gate protect the work and prevent undue hazard to the public. 2.6.2 Controller shall operate on minimum 117 Volts AC power input showing information on each station, and with complete description OF C p P P PROJECT INFORMATION 1 and capable of operating 24-volt AC electric remote control valves. 6.TESTING, INSTRUCTIONS AND DRAWINGS of each station's location. Project Name +i , Marriott s Sha ow Ridge-Phase 8 + 1.7 Provide sleeves other than those previously installed by others, if any. Controller shall have reset circuit breaker protection for power c. Identify area of coverage of each remote control valve, using a Name ofPtvjectApplicant TelcPhOwN-407-206-6296 overload. 6.1 Give 48 hours advance notice of testing and perform tests distinctly different pastel color for each zone. Highlight heads, lateral Brett SutherlandC 1.8 Coordinate the work with other trades to prevent delay of planting and in Owner's presence if directed. piping, and control valves. Tim Vice President Development Management low Address � , �mP-y Marriott Ownershf Resorts Strut Address 6649 Westwood Blvd,Suite 500 w 2.6.3 Unless otherwise specified, provide 24 or 40 station controllers d. Following review of controller drawings by Consultant $ '�', � N �� , , other operations. ' �y Orlando state FL P 32821 with capability of being programmed to operate for one to 99 minutes 6.2 Owner will furnish water for testing, flushing and cleaning hermetically seal each chart between two layers of 20 mm thick 4&4 CNI ; 0 1.9 Refer to grading plans to be fully acquainted with slopes and changes in one minute increments or .1 to 9.9 hours in programs for each of lines. Provide piping, pumping or other means of transport clear plastic. SECTION A.HYDROZONE INFORMATION TABLE 0 4j g g P station with 3 automatic starts per day for each. Assign each station Pt�secompletethebyamzonetabus}foreaehtrrigatiottpouttofeaatnedta.um as many tables as • t of grade on the project. p y 9 of water from point of supply to point of need and tie into e. Controller chart shall be completed and approved by Consultant a am per vahv. A to the assigned appropriate ro rams. Controller shall have 14-day nanessa y to provide the uarc fodagc of 9programs. Y system lines as required. Provide equipment for testing. prior to final completion walk-through of irrigation system. rA 94 2. MATERIALS AND WORKMANSHIP programming flexibility for each day's starts. During operation f. Attach approved controller chart to inside of each controller door bTigatienPointofConneetton(P.U.C.)No.34 ,�t� p �O I� controller shall provide a monitoring readout indicating station in 6.3 Test pressure piping to not less than normal line pressure using self adhesive velcro strips. ControlterNo. Vahre PlantTypts(e)* Irrigation Am %Oflamlaeape `V Rj �P P P 9 P 9Circuit No. Me&"** (Sq.Ft.) Area 2.1 PIPE: ONLY LATERAL PIPE SHOWN OR NOTED SHALL BE operation and time remaining. for not less than one hour, to satisfaction of Owner. Pressure 34 I WST S 1855 35 (Z V INSTALLED IN THIS PROJECT. test of mainline must also be observed by C.P.D. Inspector. CENTRAL CONTROL SYSTEM PROCEDURES: (if shown on 34 2,3 LW.NM D 8268 157 '4 2.6.4 Install controller with facto reset backup program for standby 34 4 MW a 206 039 94 factory P P P o9 Y See inspection schedule. plans): 34 5.6 Lw,MW D 8268 157 + 2.1.1 instal) specified pipe in locations indicated. Parallel piping may be operation in event of program loss, and rechargeable battery backup 1. Contractor shall be responsible to provide and install all specified 34 7 Wsr o(Subsurface) 345 0-77 J I i P P P P P g Y to maintain program during a power toss. 34 8,9 Lw,MW n 8268 1g.7 installed in same trench. Lay pipe accurately to line and grade with full P 9 9 Po 6.4 Test heads, valves and controller for operation and central control equipment to result in a complete and working 34 10.11 Lw;New D 9268 157 bearingon trench bottom. No pipe shall be laid on soft fill or other P Y PP p 34 12,13 MWW B 410 o-n erformance. Provide records of test dates and results to system, whether or not all appurtenances are shown on tans. 1..1 ; P P 2.6.5 Controller capable of daily and seasonal operation time Owner. Make necessary adjustments toequipment ands stem System shall include central computer; data output unit(CCU); 34 1165 L AW B 220 03s Z 0-4 unstable material. No direct contact between other pipes or structures will rY jY Y R r P { )� V Q be permitted at crossings. Clean pipe interior of foreign matter before changes utilizing evapotranspiration rate provided by existing re uired to assure efficient o eration_ Demonstrate o eration satellite controllers; all grounding and surge a rotection; radio 34 17.18 Lw..Mw D 8268 ,5., �' q P P 9 9 r9 P Total �► t weather station at the adjacent golf course. Contact Golf Course of s stem to Owner throw h a complete fete c cle before e p g p 100% a installation. Plug or cap ends after lowering into trench. Provide thrust Y g p y equipment ifs ecified• communication cable wirin ifs ecified- Superintendent on a regular basis to obtain the data- Program and * Type **Irtlgatlnntl4sthod t- blocking, handling, storage connections, cathodic protection as needed, P g maintenance period can begin and during final inspection master valves and flow sensors if specified; and weather station if Ctt=Cool season Turf ails=wcroapmy operate system based upon data for efficient water use and WW-WarmScasonTurf s=Spray O coating, and expansion allowance for testing. install PVC pipe with P Y P when project is turned over to Owner. specified. xw=High watertlsoPlm* R=Rotor _ tt M COservation. Demonstrate use of data in programming controller to hsw=Moderate waw Use Plan& B=Bubbler Z 5.1 allowance for expansion. Flush pipelines thoroughly to remove debris and Lw=1.o,-wale UW?lams D-Drip foreign matter. Provide sand bedding in rocky areas 2" below and 4" Owner during progress of the work and at final inspection. 6.5 Provide 4 copies of Operation Instruction Manual to 2. Following installation of each controller, contractor shall record all o=other O Q oc above pipe. Refer to details. Owner on or before final inspection. Include copies of station data on a "Data Sheet" provided by the Consultant. This data uj ! 2.6.6 Install and mount controller in a manner approved by manufacturer's warranties, complete technical description, shall include the type and quantity of irrigation devices on each ` manufacturer in location determined by Architect. install lightning operation, function and performance, data, detailed servicing station, nozzle e, arc, area of control (turf, trees shrubs etc.), Q ; s 2.1.2 Inspect pipelines for operation and performance. Where piping is P P 9 type, � _ � ` z e� shown under paved areas parallel to planted areas, install in planted arrestors properly grounded at each controller. Contractor will insure instructions and replacement parts list, and information valve size, gpm, location, etc. as shown on the Data Sheet. ° that controller is properly programmed for this particular job. Paint regarding protection of equipment- Include record forms for areas. g g P controller a color to match adjacent surface. Mask out manufacturer collecting data during initial break-in period and subsequent 3. Prior to final walk-through for each area of the project, contractor H o u s Y o E R I s identification and product information plates prior to planting. operations. shall confirm that the following has been accomplished: The Marriott Shadow Ridge Phase 8 project includes 52,730 total 2.1.3 Provide minimum depth cover at least 24 for PVC pressure main P a a. Construction record drawings per 1.04.1. square feet of landscaping in Zone 4 of Palm Desert: A. Water Features and Pools: Architecture piping; and a minimum depth of 12" for lateral discharge piping, or at a 3. ELECTRICAL CONNECTION 6.6 Provide 4 copies of Maintenance Manual to accompany b. Data Sheets for Controllers. Interior Design � sufficient depth to accommodate valves and other equipment, whichever 13444 ' ,. P1,855 square feet of warm season turf grass overseeded with rye Spring: (20.6) (1.2) (100) (.62)/748/ 1 = 2.05 CCF , is greater. If requested, careful) saw cut pavingso that a neat and instruction manual. Manual shall give instructions and pertinent c. Proper communication between computer and output unit (CCU). Summer: 57.3 1.2 100 62 /748 / 1 - .05 CCF Bali 44 1 Po information to Owner on proper operation, adjustments in d. Pro grass in winter, irrigated with pop-up IJ B g y 3.1 Coordinate location of electrical 'unction box and power source g g p p p sprinklers. { ) ) {• ) - y inconspicuous repair can be made. Drawings prevail if greater depth and p P P 1 per communication between output unit (CCU) and Satellite 345 square feet of warm season turf grass overseeded with rye Fall/Winter: (16.0) (1.2) (100) (.62)/748/ 1 = 1.59 CCF Marina FAX 310 9 watering cycle, proper maintenance and replacement heads, Controllers. Total Moderate EWU =9.34 Hundred Del Re with other trades. Hardwire controllers in either flexible or rigid y 827-5292 � coverage are indicated. g Y ' p p p grass in winter, irrigated with subsurface irrigation. California 31 o conduit to the junction box. valves, and equipment. e. Proper communication between Flow Sensors and Monitors. 21,600 square feet of low-water use plantings on drip irrigation. Cubic Feet 90292 827-5009 ; 2.2 SPRAY HEADS AND ROTARY SPRINKLERS f. Verify continuity on all communication cables. 28,830 square feet of moderate-water use plantings, on drip and 4. IRRIGATION EMITTER SYSTEM 6.7 Maintain accurate construction record set of drawings as g. Arrange for the certification of"RainSafe" controller cabinets by bubblers. Project Total EWU = 1,785.16 Hundred Cubic Feet 2.2.1 Per drawing legend, pop-up type, constructed of heavy-duty plastic installation proceeds. Provide accurate, up to date copy during Horizon and /or Rain Bird to confirm components for extended 100 square feet of water features and pools. 4.1 Provide installation of emitters to include excavation and backfill; course of work before payment will be authorized. Full and warranty if applicable). materials for durability. Include low precipitation nozzles to promote water P Y Y tY ( PP )• furnishing, installing and testing of risers, fittings and emitters and Y g Note: The irrigation water for this project is supplied from the Golf ! conservation, and install per details. Set spray heads and quick-coupler 9 9 9 9 accurate) dimension valve box locations from building, walks, removal and/or restoration of existing improvements in accordance walls, curbs or base rid. Submit final construction record 4. Extended Warranty: Rain Bird's Five-Year Professional Warranty* Course 11. MAXIMUM WATER ALLOWANCE: 1 valves plumb and level with established turf at locations indicated. with the contract documents. g �� � { 6 as-built drawings prior to final inspection time. Construction includes the following: We will not repeat the formula or explanations of the conversion factors, Landscaped area of 52,730 square feet in Zone 4 of Palm 2.2.2 if turf grass has not yet been established, install on risers at grade Record Drawings may be a corrected sepia of original a. Extends the conditions of the three-year, over-the-counter product P P ' REV. COMMENT DATE 9 drawings or an original drawin pp y Desert: o` level. When grass is established, raise or lower heads to permanent 4.2 Provide emitter assemblies, single ormulti-outlet, at locations on gg, warranty to five years. etc. which are listed in Appendix B of the Coachella Valle Water District � positions flush with finished grade. These elevations are critical. Take drawings and in accordance with details. b. It shall insure that an authorized Rain Bird representative will be data: CVWD oommerh oeo4.12 MWA= (93.9) (0.50) (52,730)(0.62)/748= 2,052.03 Hundred } care to set heads at finished grade. Refer to details. CONSTRUCTION RECORD DRAWINGS (As-Builts): at the job site within 24 hours of notification of a product problem. Cubic Feet tot Review Comments 09.3011 + 4.3 Provide pressure-compensating continuous flushing emitters 1. At onset of irrigation installation the contractor shall secure from c. Warranty includes a five-year product and labor warranty. If the Restart subrd tW 06.101 based on pressure cascade principal using a series of flexible I. ESTIMATED WATER USE: (Zone 4) + 2.3 QUICK-COUPLER VALVES P P P 9 the landscape architect one clean bond copy of irrigation plan, to product fails to meet Rain Bird specifications, and the Rain Bird tat Review ws.oa orifices. use as Project Record Print. At end of every day, revise Project representative is unable to resolve the deficiency, the product will be A. Overseeded Warm Season Turf Grass(Pop-Ups): 10OX CD eel 11208.08 Record Print for all work accomplished that day in RED ink. replaced at no cost to the client with the product of their choice. This C. Low Water Use Planting (Drip): 2.3.1 Install quick-coupler valves for washing walks, or supplemental P P DATE 4.4 Provide emitter made of durable black, heat-resistant acetyl Project Record Print shall be brought up-to-date at close of workingp p Spring: (20.6) (.70) (1,855) (.62)/748/.75 - 29.56 CCF � irrigation. Two-piece bronze body style, with rubber cover. plastic material, resistant to temperature variation, ultra-violet 1 g p includes Contractor's labor for product replacement at their normal _ p day on every Friday by a qualified draftsperson. One up-to-date hourly rates. (57.3)( ) (1,855) ( } Spring: (20.6) (.20) (21,600) (.62)/748/ .90 = 81.96 CCF ra radiation smog ozone common liquid fertilizer and weeds spray. Summer: 70 62 !748/ .75 =82.23 CCF Summer: 57.3 20 21 600 62 /7 � D 2.3.2 Install quick-coupler valves on swing joint risers capable of 9 (ozone), q P Y• print shall be mailed to Consultant on Monday of each week. The d. In the event of a product problem, and the Consultant is required Fall/Winter: (16.0) (.70) (1,855)(.62)/748/.75= 22.96 CCF ( ) {• ){ ) {• ) 48/ ,90 _ 227.97 CCF LANDSCAPE q The case shall completely encompass the diaphragm, protecting it Project Record Print Ian s shall be available at the Project Site FaIVWinter: (16.0) (.20)(21,600) (.62)1748/ .90 63.66 CCF remaining flexible to protect piping and allow adjustment of height to turf 1 P { ) J to spend additional time not covered by their contract as a result of Total Turf EWU = 134.75 Hundred Cubic Feet SET PHASE VIII from potentially harmful environmental factors. for review. Upon completion of Project, contractor shall submit Total Low EWU = 373.59 Hundred Cubic Feet i grade. Install pea gravel under quick-coupler valves for drainage and P Y i� P 1 this problem, then Rain Bird will reimburse the Consultant for time June 4, 2012 stability. Refer to details. - Project Record Print for review, prior to final acceptance. and materials at their normal hourly rates. DRAWN BY: JEH 4.5 Emitter shall be capable of continuous, clog free operation with Dimension from two permanent points of reference, (building B. Overseeded Warm Season Turf Grass(Subsurface): 30 mesh (minimum) filtration, capable of being installed in any corners, sidewalks, road intersections, or permanent structures), * D. Moderate-Water Use Planting (Drip): ! 9 � p)' CHECK BYE JEH 2.4 VALVES position and maintain its luau flow characteristics. Emitter shall be ) Project Qualifications: Spring: (20.6) (.70) (345) (.62)/748/ .90=4.58 CCF � p 9 location of the following items: - stic non-adjustable with flow regime maintained by a flexible orifice a. Connection to existing water tines_ Summer: (57.3)(.70)(345)(.62}/7481.90 - 12.74 CCF Spring: (20.6) (.50)(28,830) (.62)/748/ .90 - 273.48 CCF �•NO.: ��'� s 2.4.1 Electric remote control valves constructed of bronze or plc 9 a. The Consultant must be currently certified as an irrigation Summer 57.3 50 28 830 62 /748 / .90 - 760.71 CCF CASE NO.: �' materials equipped with a flow control stem- Capable of manual or diaphragm. b. Routing of pressure supply lines (dimension every 100 feet along designer by the Irrigation Association the American Society of Fall/Winter: (16.0) (.ota(345)EW /720.88 = 3.56 CCF ( ) {• ) { ) { ) p Total Turf EWU =20.88 Hundred Cubic Feet Fall/Winter: (16.0) (.50) (28,830)(.62)/748/ .90 - 212.41 CCF automatic operation, solenoid energized by 24 VAC electrical power valve the routing). Irrigation Consultants, or licensed in the project state to practice Total Moderate EWU = 1,246.60 Hundred Cubic Feet and include a low watt age a feature. 4.6 Emitter shall function with system pressure range of 15 PSI c. Electric control valves. landscape architecture which includes irrigation design. minimum to 35 PSI maximum. Emitter flow variation shall not exceed d. Quick coupling valves. b. The project must consist entirely of Rain Bird products where 1 1.06 at 120 degrees F. or 1.07 at 150 degrees F. Emitter e. Drip line blow-out stubs. applicable r e.: excluding pipe, fittings, &wiring). If an competitive 2.4.2 Connect electric valves directly to main line in plumb position with P PP { • 9 P P 9 9)• Y P sufficient clearance for service repairs and operation. Install remote manufacturing variability shall not exceed .05. f. Control wire routing (if not with pressure supply line). products are INSTALLED on the project, the warranty will be the � arcnce P P b control valve in a valve box. Position valve box centered over valve to g. Other related equipment as directed by Consultant. standard trade warranty as delineated in the Rain Bird product I tr " 4.7 Single-outlet emitter capable of delivering 1.0 GPH at 20 PSI; h. As-Built plans shall be to same scale and in the same format as catalog.� accomoda#e service and repairs. Install valve boxes on 3 of pea gravel g P g• These plans have been reviewed*by the Coachella Valley Water District in accordance #I Y 1.14 GPH at 25 PSI; and 1.34 GPH at 30 PSi. designed plans. Contractor shall provide a Digital version of the c. The Rain Bird representative must be notified in the event of a with Water Code Title 7. Division 1, Chapter 3,Article 10.8, Section 65597 et. Seq. reasonably free from dirt and debris. Install only one valve in each box, unless otherwise specified. Centrally locate valves for each station per Project Record Print with ALL changes, additions and modifications product problem at least twenty-four (24) hours prior to an in-field 4.8 Emitter assemblies shall consist of emitter unit, 1/2 inch PVC, performed during the project installation. This digital file shall be Requiring efficient landscape and irrigation design in cooperation with the local governing drawings. Connect valves to automatic controllers in operating sequence P 9 P 1 9 meeting- agency(City or County). SPECIFICATIONS schedule 80, T.O.E. nipple and fittings required as shown in details. coin atible with the Adobe Acrobat* format also known as d. installation must be certified b authorized Rain Bird *Approval of this drawings by CVWD Staff does not constitute approval to encroach into �i per the drawings unless changes are approved by Owner in writing. r P ( Y district and USER rights-of-way. Trees,plants, walls and permanent structures of an F Adjust valves for proper operation as required b the Manufacture for Portable Document Format or PDF), and submitted on a representative in conformance to plans. y J p p p q Y " kind may not be I specified performance. 4.9 Install single-outlet emitters at each TREE with its cap 1 above single-session, closed CD-ROM disc in the ISO-9660 format to y planted or installedin CVWD and USBR easements of right-or-way grade at each plant root zone. Do not use vinyl tubing. Install emitter Consultant. Each sheet is to be saved into separate PDF files. without first obtaining an encroachment permit from CVWD. 1 1" above grade and decomposed granite. 2.4.3 Ball valves shall be cast iron body construction for rubber-ring piping, or bronze construction for solvent weld piping with a non-rising Contractor shall also provide both a hard copy and Electronic Form 2rL803i handle or bronze cross or cast iron 4.10 Furnish and install riser assembly complete including valve box, version of the Controller Data Sheets to the Consultant. Hard copy Date: stem, equipped with 2 square nut pressure re ulator, and other appurtenances at locations designated ` 4� n Wa er Ma ogement Su rvi Z wheel handle. p g PP g and Electronic Forms shall be provided to the Contractor by Coates tL V G and in accordance with the drawings. irrigation Consultants Inc. CVWD Plan }' # velopment rvices Supervisor 21 26 a .................. ------ ............................. ................... .......... .............................. SECTION 02920 D. Overseed sod installed between October 1 st and April 15th with LAWNS AND GRASSES PART 2 - PRODUCTS perennial rye. PART I - GENERAL F. Guarantee lawn for a period of 90 days from date of substantial ka 2.1 SEED completion unless otherwise noted. Lawns shall be alive and in 1.1 SUMMARY A. Overseeding Grass Seed: Fresh, clean, dry, new-crop seed satisfactory growth at the end of the guarantee period. A. Includes seeding and sodding. complying with AOSA's "Journal of Seed Technology; Rules for 1. During the guarantee period plantings shall be in a healthy, viable B. Related Sections: Testing Seeds" for purity and germination tolerances. condition. Replace plantings not in a healthy condition when notified by • 1. Division 2 Section "Site Clearing" for topsoil stripping and B. Seed Species: Perennial Rye, grown, with not less than 95 percent Landscape Architect. Should any difference of opinion arise over stockpiling. germination, not less than 85 percent pure seed, and not more than replacement, Landscape Architect's decision is final. e group 2. Division 2 Section "Landscape Earthwork"for excavation, filling 0.5 percent weed seed: 2. Guarantee replacements for a period of 90 days from the date of landscape architecture backfilling, and rough grading. 2.2 TURFGRASS SOD installation. land planning 3. Division 2 Section "Exterior Plants - Landscape" A. Turfgrass Sod: Certified by State Inspection Agency, Number 1 3.5 FIELD QUALITY CONTROL 7337 E. Doubletree Ranch 1.2 SUBMITTALS Quality/Premium, including limitations on thatch, weeds, diseases, A. Satisfactory Sodded Lawn: At end of maintenance period, a healthy, Road, Suite C-165 A. Product Data: For each type of product indicated, nematodes, and insects, complying with TPI's "Specifications for well-rooted, even colored viable lawn has been established, free of Scottsdale, Arizona 85258 B. Certification of Grass Seed. From seed vendor for each grass-seed Turfgrass Sod Materials" in its "Guideline Specifications to Turfgrass weeds, open joints, bare areas, and surface irregularities. Tel. 602-462-9000 monostand or mixture stating botanical and common name, Sodding." Furnish viable sod of uniform density, color, and texture, 3.6 CLEANUP AND PROTECTION Fax: 602-462-9001 percentage by weight of each species, percentage of purity, strongly rooted, and capable of vigorous growth and development A. Promptly remove soil and debris created by lawn work from paved www.egroupinc.com germination, and weed seed. Include year of production and date of when planted. No growth reducing chemical or condition shall be areas. Clean wheels of vehicles before leaving site to avoid tracking mailsegroupinc.corn f j packaging. acceptable. soil onto roads, walks, or other paved areas. 1. Certification of each seed/sod mixture for tudgrass, identifying B. Turfgrass Species: "Midiron" hybrid Bermuda or per drawing legend. B. Erect barricades and warning signs as required to protect newly source, including name and telephone number of supplier. 2.3 TOPSOIL planted areas from traffic. Maintain barricades throughout maintenance C. Product Certificates: For soil amendments and fertilizers, signed by A. Topsoil: ASTM D 5268, pH range of 5.5 to 7, screened, fertile, period and remove after lawn is established. product manufacturer. friable; free of stones 1 inch (25 mm) or larger in any dimension 3.7 ACCEPTANCE OF WORK D. Qualification Data: 5 years prior experienece for similar work. noxious weeds, nut grass, and other extraneous materials harmful to A. After completion of work and before beginning maintenance period, Submit list. plant growth. notify Owner 14 days prior to scheduling the maintenance inspection. Date E. Material Test Reports: For existing surface soil and imported topsoil. 1. Topsoil Source: Reuse surface soil stockpiled on-site or supplement B. Before scheduling the maintenance inspection insure that all tests C F. Planting Schedule: Indicating anticipated planting dates and with imported or manufactured topsoil from off-site sources when and work related to irrigation is complete. duration for each type of planting. quantities are insufficient. Verify suitability of stockpiled surface soil to C. Insure plantings exhibit normal growth characteristics and are G. Maintenance Instructions: Recommended procedures to be produce topsoil. Clean surface soil of roots, plants, sod, stones, clay substantially vigorous. rA established by Owner for maintenance of lawns and meadows during lumps, and other extraneous materials harmful to plant growth. D. Insure a fully functional irrigation system is properly installed to a calendar year. Submit before expiration of required maintenance provide adequate coverage. +j period. PART 3 - EXECUTION E. Should Architect or Owner determine the work sufficiently 1.3 QUALITY ASSURANCE incomplete or poorly installed, they reserve right to postpone or extend c v tj A. Installer Qualifications: Installer whose work has resulted in 3.1 EXAMINATION maintenance period until project is in acceptable condition. successful lawn and meadow establishment. A. Examine areas to receive lawns for compliance with requirements 3.8 FINAL ACCEPTANCE 4.4 0 0 0 1. Installer's Field Supervision: Maintain an experienced full-time and other conditions affecting performance. Proceed with installation A. Notify Owner at least 14 days in advance of final inspection. Site "o g supervisor on site when planting is in progress. only after unsatisfactory conditions have been corrected. Verify must be in clean and properly maintained condition, with lawns mowed 1:4 B. Soil-Testing Laboratory Qualifications: Independent laboratory satisfactory subgrade and aesthetic berming is complete. Review and trimmed, clippings removed, free from weeds/grasses, refuse U ■ recognized by State Department of Agriculture with experience and grading and obtain Owner approval to proceed with lawn operations. removed from planted areas with walks and drives clean and dry. `td. t capability to conduct testing indicated and that specializes in types of 3.2 PREPARATION Operate remote Control valves from controller, in sequence, and tests to be performed. A. Protect structures, utilities, sidewalks, pavements, and other provide enough time for Owner to inspect lawn areas being watered. C. Soil Analysis: Furnish soil analysis (Ag Suitability Test) by a facilities, trees, shrubs, and plantings from damage caused by planting Provide walkie-talkies for communication if directed. Instruct Owner, or < qualified soil testing laboratory stating percentages of organic matter; operations. maintenance representative on suggested watering times and cycles Z gradation of sand, silt, and clay content; cation exchange capacity; B. Provide erosion control measures to prevent erosion or of irrigated areas. If all is in order, or can be made so within 24 hours, v 0 0..4 sodium absorption ratio; deleterious material; pH; and mineral and displacement of soils and discharge of soil-bearing water runoff or site will be accepted verbally at this time, or extended until such time plant nutrient content of topsoil. airborne dust to adjacent properties and walkways. as site can be accepted. Should project require additional 1. Report suitability of topsoil for lawn growth with stated 3.3 LAWN PREPARATION maintenance, Owner will notify involved parties at this time. O 4 W recommended quantities of nitrogen, phosphorus, and potash nutrients A. Limit lawn subgrade preparation to areas to be planted. CIS B. Newly Graded Subgrades: Loosen subgrade in two separate Z and soil amendments to be added to produce satisfactory planting soils for lawn. directions to a minimum depth of 4 inches (100 mm). Remove stones LU larger than 1 inch (25 mm) in any dimension and sticks, roots, rubbish, D. Preinstallation Conference: Conduct conference at site as directed and other extraneous matter and legally dispose of off site.. by Owner. CITY OF POLM WERT h 1.4 DELIVERY, STORAGE, AND HANDLING a. Lower elevation of planting soil to allow for soil thickness of sod. 1 7)-510 f"DW*WNC Diuve > Z b. Unchanged Subgrades: If lawns are to be planted in areas unaltered A PALM I)ESOT,CALIFORMA().?260-2578 A. Seed: Deliver seed in original sealed, labeled, and undamaged =1 760 )46-&6ti containers. or undisturbed by excavating, grading, or surface soil stripping s -760 341-11098 H 0 U S T 0 N B. Sod: Harvest, deliver, store, and handle sod according to operations, prepare surface soil as follows: i."Pim-d"ermot T Y N E R requirements in TPI's "Specifications for Turfgrass Sod Materials" and 1. Remove existing vegetation. Do not mix into surface soil. Architecture "Specifications for Turfgrass Sod Transplanting and Installation" in its 2. Loosen surface soil to minimum depth of 6 inches (150 mm). _Landscape inspection Schedule Interior Design "Guideline Specifications to Turfgrass Sodding." 3. Remove stones larger than 1 inch (25 mm) in any dimension and 1)Sleaving Gradin 13444�,� 1.5 SCHEDULING sticks, roots, trash, vegetation, other extraneous matter, and legally g a. Sleeve diameter,type,depth and Location Marina Way dispose of off site. b. $01 surface drainage,elevations and trash(including weeds&rubble) Marina FAX 310 A. At Contractor's option upon Owner approval based upon overall Del Rey 827-5292 schedule of construction. D. Finish Grading: Grade planting areas to a smooth, uniform surface 2)Hardscape/Elouiders-Cobble California 310 plane with loose, uniformly fine texture. Grade to within plus or minus a. Sidewalk and wall layout 90292 827-5009 B. Proceed with planting only when existing and forecasted weather b. Ufflitles location conditions permit. 1/2 inch (13 mm) of finish elevation. Roll, rake, remove ridges, and fill c. Boulder type,size,weight and placenwd 1.6 LAWN MAINTENANCE depressions to meet finish grades. Limit fine grading to areas that can 3)irrigation System Rough-in A. Begin maintenance immediately after each area is planted and be planted in the immediate future. a. Trench depth and location E. Moisten prepared lawn areas before planting if soil is dry. Water b. Pipe size and class continue until acceptable lawn is established, but for not less than 90 C. Pressure test(125 psi for 6 hours) days from date of Substantial Completion. thoroughly and allow surface to dry before planting. Do not create a. When full maintenance period has not elapsed before end of muddy soil. 4)Plant Material(trees&shrubs) F. Restore areas if eroded or otherwise disturbed after finish grading a, Condition planting season, or if lawn is not fully established, continue b. Type REV. COMMENT DATE Q maintenance during next planting season. and before planting. Placement B. Maintain and establish lawn by watering, fertilizing, weeding, 3.4 SODDING 5)Ground Cover (decomposed granite) CVWD comments 06.04.12 A. Lay sod within 24 hours of harvesting. If installed in dormant a. Ty" 1st Review Corrimenle 09.30.11 mowing, trimming, replanting, and other operations. Roll, re grade, and b. Depth and spacing replant bare or eroded areas and remulch to produce a uniformly season, sod shall be overseeded with perennial rye grass. M compaction Restart submittal 08.15.1 smooth lawn. B. Lay sod to form a solid mass with tightly fitted joints. Butt ends and 61 Final 1st Review t09.09 sides of sod; do not stretch or overlap. Stagger sod strips or pads to C. Watering: Use irrigation system or provide or maintain temporary a. Irrigation: 100%CID set 1108.08 piping, hoses, and lawn watering equipment to convey water from offset joints in adjacent courses. Avoid damage to subgrade or sod j) valves,boxes and vviring li) Controller operation and schedule ISSUE DATE sources to keep lawn uniformly moist to a depth of 4 inches (100 mm). during installation. Tamp and roll lightly to ensure contact with 00 Sprinkler,bubtiler andior dro emitter type,flow rate and Lay out temporary watering system to avoid walking over muddy or subgrade, eliminate air pockets, and form a smooth surface. Work quantity per plant o Iv) Overall operation 15 newly planted areas. sifted soil or fine sand into minor cracks between pieces of sod-, v) As built LANDSCAPE b. Tree staking D. Mow lawn as soon as top growth reaches 13/4" height. Repeat remove excess to avoid smothering sod and adjacent grass. c. Overall SET PHASE Vill 1. Anchor sod on slopes with wood pegs or steel staples spaced as mowing to maintain specified height without cutting more than 40 recommended by sod manufacturer but not less than 2 anchors per 'Notes- June 4, 2012 percent of grass height. Do not delay mowing until grass blades bend Should any of the above inspections fail after 2 attempts#we wat be a fee asswsed for any sod strip to prevent slippage. re-inspectkms. DRAWN BY- JEH over and become matted. Do not mow when grass is wet. Schedule Any change to an approved landscape plan,must be re-submit(cid to the City of Palm Desert initial and subsequent mowings to maintain the grass height C. Saturate sod with fine water spray within two hours of planting. for approval,U&I to Implernentation. CHECK BY. JEH appropriate for the species and desired effect. Commence use of irrigation system as soon as possible or report January 18,2007 PROJ.NO.: 204139.10 pro ems o Owner. unng first wee , water a y or more frequently CASE NO. as necessary to maintain moist soil to a minimum depth of 1-1/2 inches (38 mm) below sod. Power roll sod using a 500-pound roller in two MAINTENCE SCHEDULE: A directions. NOTE- Provide landscape maintenance per the current edition of the City of Palm Desert- Landscape Maintenance Guide. 6 These plans have been reviewed*by the Coachella Valley Water District in accordance with Water Code Title 7. Division 1, Chapter 3,Article 10.8, Section 65597 at. Seq. Requiring efficient landscape and irrigation design in cooperation with the local governing agency(City or County). *Approval of this drawings by CVWD Staff does not constitute approval to encroach into SPECIFICATIONS district and USBR rights-of-way, Trees,plants, walls and permanent structures of any kind may not be planted or installed in CVWD and U SB R easements of right-or-way without first obtaining an encroachment permit from CVWD. J. Date: (241 �AA L8 04 026 W6fer M gement S eryi!rx 6 CVWD Plan # De elo_pment 7erflces Supervisor 22 OF 26 PLANTING SPECIFICATION SECTION 02950 4.2 Existing Material: Protect and maintain existing plant material and associated elements 8.0 PRUNING AND REPAIR j not indicated for removal as necessary to ensure survival. 6.5 Palm Backfill: 100% native soil unless noted otherwise on drawings. Skin palms to within 1 I 4A 1.0 GENERAL CONDITIONS ft f hd If kiing is not done prior to planting perform prior to acceptance of work. 8 Use SA guidelines for accepted pruning methods, and conflicts of safety for pedestrians and 4ee of skinning or an ;k 4.3 Preconstruction Conference: Arrange, conduct and provide minutes of preconstruction plant alms at same depth as was field grown. vehicles. Perform work under supervision of certified Arborist . 1.1 Site inspection: Bidder is required to inspect site and become thoroughly informed of conference with related contractors and subcontractors, Owner and Landscape Architect to P P g !6 existing conditions. Notify Owner in writing of discrepancies between existing conditions and review drawings before work is performed. Purpose of conference is to discuss the project in 8.2 Remove damage branches and repair injuries to trees and shrubs per ISA Guidelines in V 6.6 Tree Staking: Refer to drawings. Stake and brace trees if necessary to remain upright those shown on drawings prior to bidding and beginning construction. detail, including scheduling of work, site preparation, interpretation of documents and to and if directed by Owner and City of Palm Desert. accordance with proper horticultural practices. Limit pruning to minimum necessary to remove dead k answer questions that may arise. Unless followed up in writing, verbal authorizations or and injured twigs and branches. ISA certified arborist to oversee pruning of trees. e group F 1.2 Project Completion/Final Acceptance: Defined as date construction and punchlist is acknowledgment by anyone present are not binding. Notify Owner and Landscape Architect 61 P Treated LodgePole Staking: 2 landscape architecture i complete and maintenance period begins. 10 days prior to date requested for conference. .6. ressure reae oe ang: �2" diameter, minimum 10' long, knot free 9.0 WARRANTY AND REPLACEMENT land planning Pine "lodge pole", length as required below grade to firmly anchor tree. Hammer 8" 7337 E. Doubletree Ranch f 1.3 Warranty Period: Time during which Contractor is responsible for health and 5.0 STANDARDS minimum into undisturbed soil, align vertically and parallel to prevailing winds. Stake tree 9.1 Guarantee lawn and all landscape planting to be alive and in satisfactory condition for a period of Road, Suite C-165 replacement of plant material. without interference to branch structure. Brace per ISA standards if required.. 1 year from date of final acceptance unless otherwise noted. Scottsdale, Arizona 85258 5.1 Quantity: Quantities on plant list, if shown, are for Owners reference, estimating or City Tel: 602-462-9000 1.4 Work Experience: Provide with bid submittal written verification of 3 ears demonstrative approval purposes only, and are not to be considered accurate for bidding. Install plant 6.7 Headers: Ref drawings for type of header. Construct headers flush with sidewalks and 9.2 Guarantee trees and alms fora period of 1 year from final acceptance. Fax. 602-462-9001 P Y PP P P Y� ability to perform work specified herein. Past work shall be of similar type, scale and quality. materials shown on plans. Report significant differences between site and drawings to one and one half inch above finish grade of decomposed granite. Use continuous curves y P www.egroupine.com Owner immediately upon determining discrepancies. Failure to do so, requires Contractor to and straight lines free of wiggles and dips. Stake and mark alignment and notify Owner 72 9.3 During warranty period, insure plants are in healthy, viable condition, or replace when notified by mail•egroupinc.com 1.5 Damage and Responsibility: Assume full responsibility for damage imposed, accidental) make additional plantings to fills aces, or other changes determined b Owner at hours in advance for opportunity to verify layout. Owner may review form work. Give 72 Owner. Should difference of opinion arise over replacement, the Owner decision is final. 9 P tY• P tY 9 P Y P 9 P g Y hours notice nor to our. Owner reserves right to re reject work improperlyinstalled. p P or intentionally, to existing utilities, buildings, or other amenities due to actions during Contractor's expense. P • PJ � �osca�•� execution of work by contractor employees, and sub contractors. Protect work from damage 9.4 Guarantee replacements for a period of 1 year from the date of final acceptance 1. and theft and replace damage or stolen parts without additional cast until work is accepted in 5.2 Plant Material Substitution: At time of bidding, verify ability to purchase plant materials we Sod: 'Mil,disease, hybrid Bermuda or as specified on drawings, warranted by grower b be writing by Owner. required to complete this work. Upon award of bid, make arrangements with suppliers for weed, insect, disease, and toxin free. Growth reducing chemical or condition will not be e � adequate and properly sized materials as specified. If perceived shortage is determined acceptable. Supply only with proper governing agency Inspection Certification, and from one 10.0 ACCEPTANCE OF WORK 1.6 Use of and Changes to Drawings: Drawings and specifications are property and either at time of bidding, or upon award of contract, employ one of the following methods: source. Cut and harvest stock, deliver and install within 24 hours of initial harvest-cut. Sod sr, Date ,��' copyright of a Landscape Architects, Environmental Designers and Planners and shall not delivered to site must have accompanying invoice/delivery tickets indicating time of cut, 10.1 Before beginning maintenance period, insure irrigation system is fully operational, tested, and OF CAVE 1 be used on any other work except by written authorization. Landscape architect preparing 5.2.1 Contract Growing of Plants: When required by Construction Documents and sufficient quantity delivered and any other pertinent information requested by Owner. complete. Provide on-site a set of as-builts for Owner review during maintenance inspection. these drawings is not responsible for, or liable for unauthorized changes to or use of lead time allows, plants shall be contract grown. Specified minimum time of 6 months per ' drawings. Changes to drawings must be in writing and approved by City of Palm Desert and container prior to moving into larger sizes, shall be waived, provided adequate roots develop 6.9 Rye: Oregon grown perennial rye seed, 95% weed free. 10.2 Insure that tree, shrub and ground cover quantities are according to plan and at correct spacing (n Landscape Architect prior to commencement of work. to hold soil together upon removal from container. Cost for contract growing shall be per plan or based upon the City of Palm Desert Planting Design Guidelines describe, and are in A stipulated to and agreed upon as a separate contract cost with Owner prior to commencing 7.0 INSTALLATION healthy, substantially vigorous condition. Notify Owner 14 days prior to scheduling inspection. *z N 1.7 Permits: Apply, obtain, and pay for required permits to complete the work. Forward any work toward contract growing. copies to Owner. 7.1 Stake tree locations as shown on drawings. Owner will field check layout of plants and 10.3 Open valve boxes and controllers to expose hardware for inspection just prior to arrival of 0 v direct adjustment to final position before excavation begins. Give 72 hours notice prior to • # 5.2.2 Substitution of Materials: If above method is not feasible or proves inadequate, plant 1 P 9 P Owner. Demonstrate operation of remote control valves from controller, in sequence, and provide � Q 1.8 Trade Coordination: Construction and installation of items within these documents substitution approval is required from City of Palm Desert. Make recommendations in scheduling work. enough time for Owner to inspect areas being watered. 404 0 O 0 requires close coordination between trades involved in underground/utility installation and writing, for consideration. Substitutions must be specified size material. Provide list of "o g , 7.2 Notify Owner of rock calache, hard an clay, utilities and other obstructions encountered location of other improvements. Provide coordination between trades to ensure successful suppliers searched to Owner for materials not available. Substitutions will not be considered fY P Y� 10.4 Owner reserves right to postpone or extend maintenance period until project is in acceptable completion of project and avoid construction delays or damage to work, other improvements prior to biddin during excavation of plant pits. Alternative planting locations may be selected by Owner. condition if work is found sufficient) incomplete or poorly installed. .r P P J Y 9 P P 9• Y � P P� Y � CT�' V or utilities. Any changes to locations must be approved in writing by City of Palm Desert prior to ustments. 11.0 MAINTENANCEj 5.3 Nomenclature: Names of plant materials on drawings are in accordance with Sunset's ad J 1.9 Underground Service Alert: Contact appropriate agency 48 hours prior to digging at NEW WESTERN GARDEN BOOK, latest edition, and/or as specified in plant list. If specific -+ r 1-800-422-4133. Verify location and condition of utilities prior to construction. Exercise plant material is in question provide list for verification and determination. If requested, make 7.3 Soil Preparation: Remove ABC, rocks or foreign objects larger than 1"from landscape 11.1 Maintain work for period of 1 year from date of final acceptance. areas. Visit site and coordinate work to assure this provision is complied with. Take proper extreme care in working near existing utilities. Perform pot holing if required at no additional plant material corrections at no expense to Owner. P P P P 0-4 precautions for removal of existing turf not scheduled to remain. Eradicate aggressive 11.2 Maintain round cover areas week) for first thi da s, biweekl thereafter. Remove weeds and " ...! z f..� { i cost to Owner. 9 Y rtY Y Y "_, Q O M-"1 5.4 Quality & Size: Quality and size of plant materials shall meet American Nursery weeds. grasses and fine-tune irrigation system to ensure adequate coverage while minimizing overspray. _ 1.10 Insurance: Provide proof of license to conduct business and perform the scope of work Association Accepted Standards for size, shape and caliper unless specified otherwise on 7.4 Weed Control: Remove weeds b mechanical methods or b spraying with herbicide br.f t� shown in the documents as required by governing agencies having jurisdiction, worker's drawings. Remove rejected materials from site, and replace immediately. Decision of Owner Y Y Y 11.3 Do not mow lawn until height reaches 2 inches. Keep heavy objects off lawns. � compensation, public liability, and property damage insurance as required per local code is final. Container grown plants shall have been grown in containers or boxes for a minimum licensed applicator. Repeat spraying as necessary. Control/remove nut grass infestation as . 0 d W and Owner's agreement. of six months, except when plants will hold rootball together upon removal from containers required. Treat ground cover and pea gravel planting bed areas with pre-emergent. Follow 11.3.1 Fertilize lawn per soils test recommendations. Supply proof of fertilization prior to final �•- z without being root-bound. "Climatize" plants grown outside of region for at least four weeks manufacturers recommendations for applications. Plastic liners will not be allowed. Provide acceptance. O Q oc i a clean and weed free environment for plant material until end of maintenance period. LU 1.11 Hold Harmless and Indemnification Clause: Assume sole and complete responsibility in partial shade, during the summer not months, prior to delivery to site. Trees shall have P P for job site conditions during course of construction, including safety to persons and straight trunks throughout their height, except multi-trunked material. Reject trees with weak 11.4 Weed, spray (if Owner authorized in order to control pests,written recommendation by State V F- 7.4.1 Broom sidewalks and paving daily during planting operation. Remove and dispose of licensed Professional Chemical Applicator),property. This requirement applies continuously and is not limited to normal working hours. trunks incapable of supporting its full growth. pp ' ), fertilize, mow, rake, sweep, mulch, replant and properly Z ; Hold Landscape Architect harmless from liability, real or alleged in connection with trash, empty plant containers and debris daily. Remove trash and equipment from site, and water to insure proper growth of plantings. Pests must be controlled per approved STATE standards. _ performance of work, except for liability arising from sole negligence of Landscape Architect. 5.5 Plant Material Procurement: Purchase trees, cacti and succulents within 30 days of leave in broom clean condition upon completion of work. On-site golf course composting contract award. Forward written verification to Owner. Storage and maintenance costs to be available by Marriott operations. 11.5 Maintain staking and remove at end of warranty period. " ° u T Y N E R 1.12 Inspections: Notify governing agency and municipal representative prior to required borne by Contractor. I� inspection. Notify Landscape Architect at least 72 hours in advance of required or desired 7.5 Berms/Grading: Construct berms as indicated on Drawings. Coordinate work of the 11.6 Owner observes right to extend maintenance period if in Owner opinion project is not being Architecture P rtY P q Interior Design inspection (602) 462-9000. 5.6 Source Quality Control: Plant stock inspected and certified by governing agencies and mass grading contractor unless specified otherwise. Owner may review grading for properly maintained during designated period. regulations at growing source and project site. aesthetics prior to tree irrigation and site improvements. Civil Engineer shall approve 13444 i 9 9 9 P J Bali Way 1.13 Dimensions: Verify dimensions on job site. Notify Landscape Architects of grading based upon drainage. Approvals must be obtained in writing prior to commencing 11.7 Should maintenance period occur during transitional period of March through May, and Marina FAX 310 I discrepancies prior to commencement of work. 5.7 Inspection: Plant materials are subject to acceptance or rejection at growing site, landscape work. Notify Owner at least 48 hours prior to scheduled work. September through November, Contractor is responsible to overseed with rye. Del Rey 827-5292 California 2310 92 delivery and after installation by governing agencies, County Ag. Commissioner and Owner. 90292 827-5009 1.14 Questions: Landscape Architect will interpret drawings and specifications and render Notify Owner of delivery schedule for plant materials. The Owner may visit site, determine 7.6 Shrubs & Trees: Install in accordance with details shown on drawings. Provide Y2 inch 12.0 FINAL ACCEPTANCE an opinion on questions relating to acceptable fulfillment of contract. quality of stored materials, and notify Contractor of rejected materials. deep basin (barely visible). Do not provide raised basins around planting pits. Plants injured or rootball broken during planting operations will be rejected. Cut larger containers as 12.1 Notify Owner 14 days in advance to schedule final inspection. Punch-list items generated from 1.15 Job Site: Maintain remises clean and free of excess equipment, materials and rubbish 5.8 Product Delivery, Storage & Handling: Install plant materials as soon as practical, after required to remove plant material without injury. Trees and Shrubs are subject to approval 'Acceptance of Work' must be completed. Site must be in acceptable condition with lawns mowed and pry, 9 9� P incidental of the work including weekends and holidays. Dispose of rubble, trash, or items inspection and approval. Protect sun sensitive plant materials during summer months. or rejection by the City of Palm Desert. trimmed, clippings removed, planted areas free of weeds/grasses/refuse with walks and drives clean resulting from execution of work in a legal, lawful and safe manner. Delivery, maintenance and installation of plant material is responsibility of Contractor. Make and dry. Reprogram final watering times and cycles of irrigated areas after initial times were set arrangements to provide proper labor and equipment to avoid delays and rejection of plant 7.7 Mulch: (Decomposed Granite) Set finished grade Y2 inch below top of header, walks, during construction process. Provide written watering schedules to Owner and maintenance staff. If 2.0 WORK SPECIFIED HEREIN materials which have been on-site too long without planting. Plant material previously curb and pavings. all is in order, or can be made so within 24 hours, site will be accepted verbally at this time, or REV. COMMENT DATE ' extended until such time as the site can be accepted. 'Letter of Acce tan 'wi r 'f approved by the Owner may be rejected at delivery if it is determined that significant p p ce II be presented to CVWD coffawft 0604,12 � 2.1 Included Items: Work specified includes labor, materials, equipment and services damage has occurred during shipping. Decision by Owner is final. Cost of shipping 7.7.1 Sod Installation: Install within 24 hours of harvest using staggered seam regimen, contractor within 14 days. Should project require additional maintenance, Owner will notify involved necessary to complete improvements detailed and specified, including work reasonably replacement material shall be responsibility of Contractor. alternating each row so no two ends of sod are aligned to each other. Remove trimmings parties at this time. Additional time/cost involvement required by Landscape Architect due to let Review comments osson and scraps and power-roll using minimum 500 and weighted roller. Roll lawn in continuation of maintenance period will be responsibility of Contractor. This time will be billed at Restad submittal os.15.r incidental thereto. Be responsible for the following work unless otherwise specified on P P 9 Po 9 P P tY , drawings. 6.0 MATERIALS perpendicular directions making certain areas are rolled at least twice. Commence irrigation $100.00 per hour plus expenses. At final walk, a Certificate of Completion must be submitted to the Ut Review 1•09•09 ! immediately. Areas not receiving adequate water due to irrigation design or installation City of Palm Desert. An Irrigation Audit performed by a Certified Irrigation Auditor must also be 10OX CD set 1208.08 2.2 Grading: Be responsible for finish grade of plus or minus one tenth of a foot beyond 6.1 Mulch: Refer to drawings. problems, shall receive immediate hand watering until system is functioning properly. submitted to the City of Palm Desert for approval. ISSUE DATE s related civil grading and drainage documents. Overseed sod installed from October 1 st -April 15 with rye. or when daytime highs are 6.1.1 D.G. : Refer to drawings for size and color. consistently less than 90 degrees F, and nighttime lows are above 60 degrees F, at the rate END OF SECTION 2.3 Soil Preparation: Prepare soil and fine rake prior to planting lawns, groundcover, seeding of 3-Y2 lbs./1000 sq. ft. Keep lawns moist until germination and to produce an acceptable LANDSCAPE and decomposed granite installation. 6.2 Sand: Course, granular concrete sand or grout sand (not mortar or silica sand), stand of grass. Coordinate installation with Owner. SET PHASE VIiI conforming to ASTM C-33, thoroughly and uniformly washed, entirely free of oil or other June 4, 2012 3.0 SAMPLES &TESTS deleterious substances. 7.8 Lawn: Soil Preparation: grub, scarify, cultivate and remove debris including stones over 1 inch to a minimum depth of 6 inches; then set to finish grade. Establish finish grade. Verify DRAWN BY. JEFi 3.1 Mulch: Provide three 1 qt of D.G. samples to Owner for review and approval. Provide 6.3 Topsoil: Free from non-organic refuse, noxious weeds, nut grass, thorny clay, clods, irrigation system is functioning properly for 100% coverage of lawn. Repair system or report CHECK BY. JEH 4'x4' site mockup of Owner selected D.G. for approval. roots and material toxic to plant growth. Comply with recommendations of local horticultural problem to Owner. Inform Owner for inspection and approval prior to planting. Norte testing laboratory results for intended use. Excavation may need to extend beyond the first c' No: 3.2 Soil Tests: Provide representative number of samples of soil analysis tests to determine 6" of soil on the site. amounts of fertilizer and amendments recommended for optimum gowth for the plants i specified. Owner reserves right to take and analyze samples of materials for conformity to 6.4 Planting Pit Backfill: Use suitable site topsoil or material generated from plant pit i specifications at any time, Furnish samples upon request. Immediately remove rejected excavation. Remove excess. Do not physically compact material. Water to compact material materials from site and replace at Contractor's expense. Cost of testing of materials not in 12" layers. Any soil amendments needed as a result of the soil test must be from meeting specification will be at Contractor's expense. A copy of the soils test results must be composted green waste from a Riverside County licensed facility. submitted to the City prior to installation for approval by City staff. These plans have been reviewed*by the Coachella Valley Water District in accordance 4.0 COORDINATION AND RESPONSIBILITY with Water Code Title 7. Division 1, Chapter 3,Article 10.8, Section 65597 et Seq. Requiring efficient landscape and irrigation design in cooperation with the local governing 1 4.1 Coordination: Coordinate irrigation work to insure successful integration with agency(City or County), *Approval of this drawings by CVWD Staff does not constitute approval to encroach into SPECIFICATIONS landscaping. district and USBR rights-of-way. Trees,plants, walls and permanent structures of any 4.2 Site knowledge: Before commencing work on site, become thoroughly acquainted with kind may not be planted or installed in CVWD and USER easements of right-or-way without first obtaining an encroachment permit from CVWD. layout of underground utilities and structures over entire site. Requisite repairs to correct Y damage caused b work of this section shall be at Contractor's expense. I� Date: YIN/ L8w5 L4007 w er M Bement Sup vis CVWD Plan # De lopment vic s Supervisor 23 OF 26 DIVISION 3 - CONCRETE SECTION 03300 Exposed concrete surfaces shall include coloring agent as J. Once approved, install remaining work in accordance with 1. Upon completion of rough shaping and contouring, stake CAST-IN-PLACE CONCRETE manufactured by Davis Concrete Colors. Actual quantity of accepted schedule. Protect completed and approved concrete proposed wall centerline. Stakes shall indicate existing grade asry SECTION 03200 PART 1 GENERAL coloring agent per approved sample. Refer to drawings for color or work from damage. Notify Owner for formwork review and finish well as face of wall top and bottom elevations. s CONCRETE REINFORCEMENT 1.1 SUBMITTALS as selected from manufacturers full range. approvals as required. 2. Upon completion of staking, receive Owner approval of E A. Mix Design: For each class of concrete. 2.2 ACCESSORIES 3.3 CONSTRUCTION JOINTS AND CONTROL JOINTS proposed alignment, and wall height. Adjust field stakes as #f PART 1 GENERAL ' B. Product Data: Manufacturer's specifications for accessory A. Bonding Agent: Sika 'Sikastix 300' series by Sika Corp. or Euclid A. Place expansion, construction, and control joints as indicated on appropriate. products. Chemical company or equal. drawings and where required in walls and walks to ensure that 3.Adjust staking references and rough grades as necessary to , 1.1 QUALITY ASSURANCE: C. Manufacturers color charts, chips and samples for each color B. Non-Shrink Grout: Premixed compound consisting of undesirable thermal and shrinkage cracking are minimized. reflect field modifications. Confirm wall exposures and top of ' A. Comply with ACI-301, Chapter 5, and AWS-D12.1 except where item specified. nonmetallic aggregate cement water reducing and plasticizing 1. See Drawings for locations of construction joints and control footing grades with Owner prior to footing excavation. i F more stringent requirements are specified. D. Copy of delivery tickets for each load delivered per ASTM C94 agents; capable of developing minimum compressive strength of joints in slabs-on-grade and in topping pours. 4. Notify Owner for final review when excavation of footing is a groin ` a 1.2 SUBMITTALS section 16. 5,000 psi (34 MPa) in 28 days conforming to CRD-621. 2. If drawings do not indicate locations, verify with Owner prior to complete and wall forms/guidelines are in place. landscape architecture R B. Shop Drawings: Show bending and placing of reinforcing. 1.2 QUALITY ASSURANCE C. Preformed Expansion Joint Filler. ASTM D994 sealant color to placement of concrete. B. Tests: If required, inspection and testing of concrete mix will be land planning Include diagrammatic elevations of walls at a scale sufficiently A. Standards: match adjacent material or as selected. B. Provide additional reinforcingor jointing required at construction performed b a testing laboratory. 7337 E. Doubletree Ranch g Y 1. ACI-301 and ACI-304 or measuring, mixing, transporting and 1 1 9 4 P Y 9 rY I large to show clearly the position and erection marks of marginal D. Expansion Joint Material: 1' Polyfelt#160 PF3' or equal unless and control joints at no additional cost. 1. Provide free access to Work and cooperate with appointed firm. Road, Suite C-165 f placing of concrete. otherwise noted on the Drawings, C. Reinforcing shall be continuous through construction joints and 2. Tests of cement and aggregates ma be performed to ensure bars and their dowels and splices and bar arrangement for more g 9 9 1Y P Scottsdale, Ar'IZOrta 85258 ; > 2.ASTM C94 for measuring, mixing and delivery of ready mixed E. Liquid Curing Compound:VOC compliant, ASTM C309, T 1, control joints. No concrete our shall be longer than 60 lineal feet conformance with specified requirements. t than one layer of reinorcing steel in concrete sections. q 9 P P Type 1 P 9 P Tel 602-462-9000 i shall be, except that time in mixer after water has been added at Class B; acrylic type. W. R. Meadows Sealtight VOCOMP-20. or more than 400 square feet in area. Provide shear keys as 3. Four concrete test cylinders shall be taken for every 50 cubic C. Certificates: Submit certified mill test reports for review prior to batch plant is limited to 1-1/2 hours. Fax: 602-462-9001 F. Exposed Aggregate Concrete Retarder: required. yards (76m3 or less cubic meters)of concrete placed. One www. row inc.com r fabrication. B. Field Samples: , � p 1. Horizontal: Rugasol-S, Sika Corporation, Lyndhurst, NJ (800) D. Provide h inch wide expansion joint wherever slabs abut cylinder shall be tested after 7 days for information. Test two w 1.3 DELIVERY, STORAGE AND HANDLING 1. Provide site sample of each type of concrete flatwork finish mail egroupinc.com r A. Shipping: Deliver reinforcement bundled, tagged and marked to showing texture and color, minimum 6'-0" square and one each 222-7452 or Preto EAC-S, Preto, Plainview, NY (800) 645-1237. vertical elements whether indicated or not. cylinders after 28 days. Hold one cylinder for additional I expansion,ingtcontraction and construction joint. G. Deformed Reinforcing Bars:ASTM A615, Grade 40. E. Provide vertical expansion joint in cast-in-place concrete and information, as required. facilitate sorting and placing. Tags shall indicate bar sizes, lengths, 1 2.3 MIXES masonry walls as required by Structural Engineer. Confirm 4. Take one additional test cylinder during cold weather concreting, �,pN grade and other information corresponding to markings shown on 2. Construct sample panels in ample time prevent project delay 9 Po 9 9 A. Design of Mixes: ACI 301 and ACI 304, except as otherwise patterns and locations with Owner prior to construction. and cure on job site under same conditions as concrete it t placement diagrams. and to allow for finishing and curing before requesting Owner specified. Mix design may be revised according to contractor with 3.4 FINISHING HORIZONTAL SURFACES represents. t B. Storage and Protection: Store reinforcement off the ground and review. prior approval from the Owner's Representative with the A. Rake concrete into place, screed and compact with a light tamp, 5. Take one slump test for each set of test cylinders taken. J I 3. Construct sample panels where directed and prepare e I in a manner to prevent damage. successive sample panels as required until Owner approves finish understanding that all structural and aesthetic requirements must except do not tamp topping and slabs not on grade. Screed with 6. Concrete which does not meet the compressive strength be met. sawing motion and float surface to bring fines to the top. requirement at 28 days will be rejected, remove from site, and s I and color. cats PART 2 PRODUCTS 4. Do not remove sample panels until authorized in writing by B. Selection of proportions for normal weight concrete: ACI 301. B.When concrete has hardened sufficiently so that excess fines dispose of legally. �'cAUF i Owner and concrete work has been approved. Dispose of sample C. Mix and deliver ready-mixed concrete in accordance with will not be brought to the surface, trowel slab with a steel trowel to 3.9 PROTECTION I 2.1 MATERIALS panels in a legal manner when authorized. requirements of ASTM C94, Option A. a smooth surface free of pinholes and other imperfections. A A. Protect finished surfaces from stains or abrasions. Protect I ing Steel: New billet-steel, deformed bars conforming to C. Tolerances: ACI-117, Paragraph 2. Construct concrete with 1. Not more than 90 minutes shall elapse from time water is mechanical trowel with rotating steel blades may be used for this surfaces or edges by leaving forms in place or by providing A. Reinforcing eel d ASTM A615, Grade 60, (ASTM steel, Grade bars with a minimum thickness as indicated, level to within non-cumulative introduced into the concrete mixture until completion of placement. operation. temporary covers. Protect concrete from rain, flowing water or It tolerances as follows: Where classes are not indicated, provide 2. Do not add water to mix that has stiffened to increase its C.After surface has hardened sufficiently to ring under a trowel, mechanical injury. A minimum yield of A615, psi e 0 MPa)for bars , Grade and Class A. workability. steel trowel again to a hard, burnished surface free of blemishes. B. Protect concrete surfaces from droppings of plaster, paint, dirt, cV ,. larger and ASTM A615 Grade 40 (ASTM A615M Grade 300) Class Tolerance 3. At no time shall concrete mix exceed a bulb thermometer A mechanical rotating trowel will not be permitted for this and other marring by covering with polyethylene plastic sheet,well CS with a minimum yield of 40,000 psi (300 MPa)for bars#5 (#15) A 1/8" in 10'-0" reading of 90 degrees F. (32 degrees C.) or over. operation. lapped and sealed. Maintain covering in good condition until O td 3 and smaller, unless noted otherwise on Drawings. B 1/4" in 10'-0" 4. Use ice or other method to keep concrete below 90 degrees F. D. Use a small radius edger on edges of exposed Work. Use a danger of damage is past. B. Welded Wire Fabric:ASTM Al85 using bright steel wire meeting D. Testing: Comply with Section 01400 -Quality Control. Provide (32 degrees C.)temperature. deep cutting, scoring tool to provide scoring as indicated. e the requirements of ASTM A82. Gauges and dimensions as noted testing agency with the following: D. Use of water reducing admixture if needed in concrete shall be E. Finish surface to match approved samples in terms of END OF SECTION 03300 4.4 Q 0 C on the Drawings. 1. Incidental labor required to facilitate testing. submitted for approval. Proportion in accordance with appearance and quality. Owner reserves the right to reject work � 2. Minimum 24 hour advance notice when concrete is to be placed. Manufacturer's recommendations. Delivery tickets shall state the displaying deviations or inconsistencies from the approved 4 ;� C. Chairs: Galvanized steel or plastic tipped. ry � O P-4 D. Tie Wire:ASTM A82, 16 gauge (1.6mm) or heavier, black 3. Storage facilities for concrete test. amount and kind of admixture. samples. O V ° annealed. 4. Materials, samples, and access to materials as required for E. Air Entraining Admixture: Concrete such as exterior slabs, F. Fine, Medium and Heavy Broom Finish: In accordance with f/� � s E. Welding Rods: E-70 Series for A615 Grade 40 ASTM A615M, testing. perimeter foundations, and exterior curbs and gutters which will be approved sample. 6 ( 5. Provide testing in accordance with the following: subject to freezing temperatures while wet and during the life of 3.5 SPECIAL FINISHES: J I! Grade 300) reinforcing, and E-90 Series for A706 reinforcing; low a. All concrete: One set of tests for each 50 cubic yards of the structure, shall have a water cement ratio not exceeding 0.53 A. General: hydrogen conforming to AWS A-5.1. concrete unless otherwise directed by Contractor and approved by and contain entrained air in accordance with ACI 212.3R. 1. Obtain cement and aggregates from a single source for < 2.2 FABRICATION: Owner. F. Compressive Strength (28 day): 3000 psi minimum. Refer to specialty concrete finishes to provide uniformity in appearance and y N ' .�.1 Z A. Shop fabricate bars to greatest extent practical. Bend bars cold. E. Mix designer qualifications: Engage a technical agency familiar Paragraph 2.01 B, 2.a. color. V O E.4 This technical and materials ti t l with local construction con . � Make bends for stirrups and ties around pins having diameters at w G. Slump: 4 inches maximum 2. Place concrete at a maximum slump of 5 inches (127 mm). - a agency shall be other than the testing agency engaged by the , least 2 times the thickness of the bars; for other bars 1 inch (25 H. Color Admix: comply with Manufacturer's printed instructions. Rake concrete into place, screed and float. Do not tamp. Contractor. B. Exposed Aggregate Concrete Finish: Conform to PCA ~ mm)diameter and smaller, 6 times the thickness; for larger bars 8 F. Mix designs: Review of mix design b Owner shall in no way „ „ times the thickness. relieve contractor of responsibility or performance of concrete. Do PART 3 EXECUTION Publication No. IS171.01A Exposed Aggregate Concrete. _ Cd iProduce and finish in following manner (� z e. not begin concrete production until mixes have been reviewed and 3.1 PREPARATION 1. Horizontal Exposed Aggregate Slabs: Produce by use of f PART 3 EXECUTIONS approved by Owner. C Q W = A. Prior to placing concrete compact subgrade as necessary to retarder agent applied to concrete surface per manufacturer 1.3 PROJECT CONDITIONS L i I conform to structural drawings, soils report requirements and as printed instructions for penetration of 3116 inch (4.8 mm)or as V is 3.1 EXAMINATION: A. Do not place concrete during rain unless adequate protection ` has been provided. specified in Earthwork section. determined by approved samples. s ` B�: A. Determine weldability of reinforcing steel by laboratory chemical B. Cold weather protection, comply 2. Confirm general layout grade expansion and control joint 2. Exposed Aggregate Finishing: Remove surface retarded mortar NOTE: z f I tom I with ACI-306R � � e analysis and weld. Only steel conforming to AWS D12.1. Provide sufficient protection material in advance of the time when locations with Owner prior to placing concrete. with water pressure stream from hose and a stiff brush within a Approval of landscape plan review does not constitute approval of 3.2 PLACING REINFORCEMENT daily mean temperatures are expected to drop below 40 degrees F 3. Use clean equipment. period of 12 to 24 hours after placement, depending upon hardscape or structural elements. I s A. General: (4 degrees C). 4. Remove debris and foreign material from forms. temperature and climatic conditions at time of placement. Follow H o u T Y N E R , 1. Place in accordance with ACI 318 and as shown. C. Hot weather protection: Comply with ACI-305R. 5. Remove concrete laitance from reinforcing steel. retardant manufacturer's specifications to obtain exposed 3 2.Accurately place reinforcement and secure with tie wire at 1. When air temperature or form temperature exceed 38 degrees 6. Wet wood forms and masonry units in contact with concrete. aggregate finish to match approved sample. Architecture intersections. C (100 degrees F.), control concreting as follows. 7. Presoak ground below forms with water until moist. 3. Curing: Upon completion of placement and finishing, and not Interior Design a. Cool forms to a maximum 27 degrees C 80 degrees F B. Verifyvegetation clearingand flatwork grading is performed more than 24 hours after placing, apply specified curing13444 3. Maintain reinforcing in proper position by chairs, bar supports or g ( g )� � g g P g' PP y p other approved devices. b. Cool concrete to a maximum 21 degrees C (70 degrees F) prior to concrete layout and install. compound. Do not use curing compounds or fine water mist which Bali Way g leaving the mixer; C. No wood other than built-in bucks or nailing blocks will be would be detrimental to color uniformity. Marina FAX 310 4. Support bars in footings on precast concrete blocks. The Del Rey 827-5292 bending or field cuffing of bars around openings or sleeves will not c.Adjust concrete mix to retard set with retarding admixture if permitted to remain permanently inside the forms. C. Salt Finish: Broadcast rock salt on steel trowel finish and wash California 310 g gincluded in design mix and adequately tested. D. Coordinate necessary trades required to provide sleeves, bolts, away when set. 90292 827-5009 a be permitted. d. Take additional measures as directed by concrete supplier. anchors, holes, and blackouts, to be built into concrete. D. Exposed to View Sack Finish: Provide smooth finish for I B. Lap bars 32 diameters at splices or a minimum of 12 inches 3.2 PLACEMENT OF CONCRETE exposed surfaces, which are to receive an integrally colored, sack (300 mm), except as otherwise indicated. Stagger splices in PART 2 PRODUCTS A. Concrete Work: In accordance with ACI-301 except as finish. Remove fins, projections indentations; patch defective areas adjoining horizontal bars at least 6 feet (1.8m). Hook horizontal amended by this Section. Note that not all paths and walkways with cement grout and rub smooth. bars around comers not less than 24 diameters,with a minimum of 2.1 MATERIALS may be concrete truck accessible. Repair improvements damaged E. Fishscale: Hard trowel in a consistent size and pattern 12 inches (300 mm) per details. A. Portland Cement: ASTM C150, Type II, alkali content not to by concrete placement. orientation. Match approved sample. C. Concrete protection of reinorcing shall be not less than: exceed 0.6 percent. Use one brand and type of cement, made by B. Forming and Placement: Reestablish final grades if necessary F.Artistic Imprints: At appropriate time as directed during curing, 1. 3 inches 75 mm where concrete is a well known acceptable manufacturer, and one plant throughout and ensure sleeving is in place, trenches and subgrade is place pre selected items in framework and trowel to imprint. ( ) Poured against and Project- compacted prior to forming. Secure items in framework prior to pour. Take car to prevent REV. COMMENT DATE permanently exposed to ground. B.Aggregate: C. Gain Landscape Architect's final approval of alignment and damage during consolidation of concrete. Match approved 2. 1-1/2 inches (38 mm)where concrete is poured against forms 1. Structural Concrete: Clean, coarse aggregate gravel, free grading prior to setting forms. samples. CVWD comments comments �'�'�gg gate and but may be in contact with ground, #5 and under, 2 inches (50 mm) from foreign matter, conforming to ASTM C33.Aggregate shall be D. Insure elevation for forms are as shown on Drawings or as 3.6 REPAIR OF SURFACE DEFECTS let Review Convnents 09.3011 for#6 and larger. graded from coarse to fine in accordance with ASTM C33. otherwise field adjusted and approved by Owner. A. Modify or replace concrete not conforming to required lines, 3. 1-1/2 inches 38 mm minimum in exterior face of exterior walls 2. Mix description: 300 psi Size#57 Flowing Natural (uncrushed), Restart Submittal 109. 11 ( s Sunward Materials Product Code: 203011 or equal. 1. Horizontal and vertical curves must be smooth with no abrupt detail and elevations. tat Review t09.09 exposed to weather but not in contact with ground. rf transitions at direction changes.Set forms plumb. B. Repair or replace concrete not properly placed, resulting in Weights per cubic yard (saturated, surface-dry) excessive honeycombing and other defects. Receive Owner c�set �08'08 4. Refer to structural engineers drawing for additional 2. Set a minimum of 5001inear feet of forms at any time for review, Y 9 IS3l1E DATE Yield Cu. Ft. adjustment and approval. approval to patch, repair or replace concrete. requirements. 1 PP ASTM C-150, Type 11 Low Alkali, 9 8 2.39 3. Adjust forms if ormwork does not conform to design intent and C. Patching mortar shall consist of same materials and proportions I u D. Clear distance between bars shall be not less than 1-1/2 tifree ASTM C-33, Fine Aggregate, LB 1409 8.62 1 g 6 of w fl�nmes maximum size of coarse aggregate unless noted 3/4" Minus Natural Aggregate, LB 1684 6.587 predetermined field adjustments as well as aesthetic functional as original concrete except omit coarse. When color match is LANDSCAPE specifications. required, seek color manufacturer advise on mixture to produce a otherwise. Water, LB (Gal. U.S.)296 (35.5)4.75 E. Convey concrete from mixer to place of final deposit by methods cured finished color to match the adjoining concrete surfaces. SET PHASE VIII E. Bars may be moved as necessary to avoid interference with Air Entrainment, percent 1.0 . 0.27 which will prevent segregation of aggregate or loss of material. D. Cracks caused by expansion, shrinkage and the like that occur E other reinforcing steel, conduits or embedded items. If bars are TOTAL 27.00 Place concrete at such a rate that concrete is at all times plastic in natural color concrete through final acceptance shall be carefully June 4, 2012 moved more than one bar diameter or enough to exceed code Water reducer: ASTM C-494 Type A Daracem 42.30 oz. and to insure a practically continuous flow of concrete. Concrete patched with floorstone, a grouting mortar or other method DRAWN BY. JEH Water reducer. ASTM C-494 Type A WRDA-32 18.80 oz. pow g g 4 tolerances, resulting arrangement of bars shall be subject to not in place 1-1/2 hours after water has been added at batch plant acceptable to Owner. CHECK BY" JEH Water/cement ratio (Ibs.11b.) 0.63 review of Owner's Representative. Slump (1 tolerance allowed) 6.00 in. may be rejected by Owner. 3.7 CURING PROJ.NO. 204M.10 F. Do not use bars with kinks or bends not indicated. Do not bend F. Place concrete as nearly as practicable in its final position to A. Protect freshly deposited concrete from premature drying and Concrete unit wt., pcf Lowe 6 or straighten reinforcement in a manner that will weaken the avoid segregation due to rehandling or flowing. Do not deposit maintain at relatively constant temperature for period of time CASE NO.: 9 C.Admixtures: I material, or be bent after being partially embedded in hardened 1.Air entraining admixture: ASTM C260. concrete that has partially hardened or been retempered. necessary for hydration of cement and proper hardening of concrete. 2. Use set-retarding admixtures during hot weather only when G. Thoroughly compact and consolidate concrete by suitable concrete. 3.3 CLEANING: approved by mix designer and Architect. means during placing to prevent void around reinforcement, B. Curing shall immediately follow the finishing operation. Keep 3. Use of calcium chloride or fly P ash is not permitted. embedded items and comers of forms. concrete continuously moist for at least 7 days using one of the a A. During execution of work and upon completion, remove excess 1. Use vibrators to aid in consolidation of concrete, operated b following materials or methods. materials, equipment and debris and dispose of off premises. D.Water: Potable. P y g b E. Coloring Agent: experienced personnel. 1. Polyethylene film securely held in place. b Leave work in clean condition. 2. Design forms to withstand action of vibrators. 2. Liquid curing compound applied at a rate of 200 square feet per END OF SECTION 03200 3. Keep one spare operating vibrator on job during concrete gallon (5m2/1)at broom finished concrete, 600 square feet per operations. gallon (15m2/1) at troweled concrete, using a long nap roller; spray These plans have been reviewed*by the Coachella Valley Water District in accordance H. Finish concrete surfaces per approved sample. application will not be allowed. with Water Code Title 7. Division 1, Chapter 3,Article 10.8, Section 65597 et. Seq. 1 I. Advise Owner when first pour has set and is ready for inspection. C. Prevent rapid drying of concrete at end of curing period. Requiring efficient landscape and irrigation design in cooperation with the local goveming Do not proceed until aesthetic quality of initial installation has been D. During curing period, protect concrete from damage by agency(City or County). SPECIFICATIONS accepted. mechanical disturbances; particularly load stresses, heavy shock, *Approval of this drawings by CVWD Staff does not constitute approval to encroach into and excessive vibrations. Protect finished concrete surfaces from district and USBR rights-of-way. Trees,plants, walls and permanent structures of any damage caused by construction equipment, materials or methods. kind may not be planted or installed in C VWD and USBR easements of right-or-way without first obtaining an encroachment permit from CVWD. 3.8 FIELD QUALITY CONTROL A. Review wall preparation and construction according to the following process. Provide 48 hours minimum notice prior to D review. Date: �i'' L806 L4O28 Wa er Ma gement S rvi CVWD Plan # De lopment er ces Supervisor 24 of 26 DIVISION 4 - MASONRY- SECTION 04220 3.2 FIELD QUALITY CONTROL CONCRETE MASONRY UNIT PART 3 EXECUTION 11. Solidly grout in place bolts, anchors and other items within wall SECTION 04100 A. General:At Owner discretion, tests and inspections may be construction. MORTAR AND MASONRY GROUT required as necessary to verify quality and strength. Laboratory PART 1 GENERAL 3.1 EXAMINATION 12. Fully grout jambs and head of metal door frames connected to tests shall conform to applicable ASTM standards and tests. A. Examine supporting structure and conditions under which masonry. Fill frames as each 2 feet(600 mm)of masonry is laid. PART 1 -GENERAL B. TestingLaboratory: Inspection and testing of mix will be 1.1 SUMMARY mason unit is to be installed, and not Owner, in writing, 13. Use extreme care to prevent rout or mortar from staining face ' ry� P 9 masonry �Y � 9. P 9 9 1.1 SUMMARY performed by a testing laboratory.Testing laboratory, in addition to A. Section Includes: conditions detrimental to proper and timely completion of Work. Do of the masonry. b A. Section Includes: meeting requirements of ASTM E329, must be a state DOT 1. Concrete masonry unit construction shown on Drawings and not proceed until unsatisfactory conditions have been corrected in 14. Immediately remove grout or mortar, visible on face of 1. Mortar and masonry grout work as shown on Drawings and as approved laboratory competent to perform cement physical testing. specified. In case of conflicting information, structural drawings a manner acceptable to Installer. masonry. a group specified. C. Frequency:As determined by Owner based upon total time for supersede written specifications. B. Do not use units with chips, cracks, or other defects which might G. Provisions for other trades and built-in items: 1.2 SUBMITTALS construction of masonry with not less than two tests per each level 1.2 SUBMITTALS be visible in the finished Work unless otherwise acceptable to the 1. Build in items required and indicated, including; but not limited landscape architecture A. Mix Designs: of masonry construction, foundation to roof or floors. A. Product data: Submit manufacturers literature and specifications Owner. to, reinforcing steel, anchors, flashings, sleeves,frames, structural land planning 1. Submit mix designs and samples to Owner for review prior to D. Mortar: for each type of concrete masonry unit to be used in work. include C. Do not place units on frozen substrate; remove and replace steel, loose lintels, anchor bolts, nailing blocks and miscellaneous 7337 E. Doubletree Ranch delivering materials to site or commencing work. 1. Testing per ASTM C780. certification and test data that units comply with specified masonry unit Work damaged by frost or freezing. iron. Road, Suite C-165 a. Mortar Mix Design: Furnish in accordance with ASTM C270. 2. For determining hardened mortar properties, prepare 3 test requirements. D. Do not use frozen materials or materials mixed or coated with 2. Enclosures for pipes and conduits: Scottsdale, Arizona 85258 �. specimens for each test age and property.A strength test shall be B_ Samples: ice or frost. Do not lower freezing point of mortar by use of a. Construct slots, chases, cavities, and similar spaces as required Tel 602-462-9000 b. Grout Mix Design: Furnished by either grout supplier or an the average of the strengths of the specimens tested at the age 1. Each type of CMU specified. Select units to show range of color admixtures or antifreeze agents, and do not use calcium chloride in to achieve proper level indicated and as directed. Fax: 9001 independent testing laboratory. Submit comprehensive strength specified. and texture. mortar or grout. b. Do not Cover pipe, conduit chases or enclosures until advised ww groupi2-.co ro data with mix design submittals when pozzolans are used. Submit 3. Specimens shall be tested at 7 and 28 days. 2_ Complete selection of manufacturer standard and custom 3.2 PREPARATION that Work has been inspected and approved. www.egroupinc.com manufacturer's color chart for rout color selection. 4. in case of dispute, the mortarproportions must be tested in colors. A. Protection: Protect sills, ledges, offsets and other projections 3. Preparation of walls to receive waterproofing: mailwegroupine.com � 9 P 9 P j P 1.3 PROJECT/SITE CONDITIONS: accordance with the Property Specification of ASTM C270_ 3. Owner review is for color and texture only. Compliance with from dropping of mortar and grout. a. Parget: Dampen masonry walls and parget in one uniform coat Q A. Environmental Requirements: E. Grout: other requirements remains contractor responsibility. 3.3 ERECTION, INSTALLATION,APPLICATION of mortar to achieve minimum 1/8 inch thickness. Steel trowel uscgyr 1. Hot Weather Requirements: Wet mortarboard before loading 1. Testing per ASTM C1019. C. Shop drawings: Plans sections and details at appropriate. Scale A. General Requirements for Concrete Masonry Walls: surface smooth and flat with a maximum surface variation of 1/8 and cover mortar to retard drying when not being used. 2. Three test specimens shall constitute one sample. A strength to show modular planning, color , patters and special conditions 1.Workmanship: Provide Standard Level workmanship as defined inch per foot. 2. Cold Weather Requirements: In accordance with test shall be the average of the strengths of the specimen tested at and supplement design drawings. by AMG Standard 107 or state masonry guide standards in project b.Apply waterproofing membrane in accordance with �. "Recommended Practices and Guide Specifications for Cold the age specified. 1.3 QUALITY ASSURANCE locale. manufacturer's recommendations. ° c Weather Masonry Construction" by lMIAC; provide adequate 3. Specimens shall be tested at 7 and 28 days. A. Standards: 2. Lay units in uniform and true courses, level and plumb to height 3.4 FIELD QUALITY CONTROL s� Date � 4. Compression strength will be considered satisfactory if average 1. Comply with state requirements of Masonry Guild in project indicated on Drawings to tolerances specified in Section 2.3.3.2 of A. Lay CMU walls as detailed on Drawings for Owner review and cAUF equipment for heating mortar and grout materials, when air of three consecutive tests of grout is equal to or greater than locale. Reference to Custom, Standard or Economy in this ACI 530.1. approval prior to grouting cells. Notify Owner 48 hour's minimum temperature is below 40 degrees F (4 degrees C). Temperatures specified strength and no individual strength test falls below Specification shall be as defined in latest edition of AMG Standard 3. Lay concrete masonry unit in such a way that cracks are not prior to masonry review. Modify walls as directed. of the separate materials, including water, shall not exceed 140 specified strength by more than 500 psi (3.5 MPa). 107. formed at time unit is placed in wall. B. Tests:At Owner discretion, inspection and testing of masonry degrees F (60 degrees C)when placed in the mixer. When air F. Test reports: Testing Agency shall distribute copies of reports to 2. Comply with requirements of ACI 530.1/ASCE 6"Specifications 4. Do not wet units before being used. Install dry units. shall be performed by a testing laboratory. (n temperature is below 32 degrees F (0 degrees C), maintain mortar Owner and Controller. for Masonry Structures", except as otherwise indicated. 5.Adjusting Units: 1. Provide free access to Work and cooperate with appointed firm. ► A O temperature on boards above freezing. 3.3 CLEANING B. Regulatory Requirements: Masonry materials and workmanship a. Install units level, plumb and straightened into final position 2. Build and test 3 masonry prisms in accordance with ASTM E 4J N A. During the course of the Work and on completion, remove and shall meet requirements of building codes, which are applicable to while mortar is soft and plastic enough to ensure a good bond. 447 Method B for each 5,000 square face feet of wall, but not less '� 4J N PART 2 -PRODUCTS dispose of excess materials, equipment and debris away from jurisdiction in Project locale. b. Avoid over-plumbing and pounding of comers and jambs to fit than one set of 3 masonry prisms for the project. O W G1 o premises. Leave Work in clean condition. 1.4 DELIVERY, STORAGE AND HANDLING stretcher units after they are set in position. 3.5 ADJUSTING V001 2.1 MATERIALS END OF SECTION 04100 A. Transport and handle masonry units in such a manner as to c. If position of unit is shifted after mortar has stiffened, or bond is A. Pointing of Mortar Joints: V prevent chipping and breakage. broken or cracks are formed, re-lay unit in new mortar. 1. Point and fill holes and cracks in exposed mortar joints. ,� 0 0 0 A. Mortar. B. Deliver and store materials in dry, protected areas. 6. Provide openings in masonry walls where required or indicated. 2. Cut out defective mortar joints to a depth of at least 1/4 inch (6 a 1. Cement: Type 11 Portland cement conforming to ASTM C150. SECTION 04150 C. Keep free of stain or other damage. Provide bond beam unless otherwise noted. mm). 2. Aggregate: ASTM C144 clean, sharp and well graded and free MASONRY ACCESSORIES D. Locate storage piles, pallets, stacks or bins to avoid or protect 7. Cuffing of mason Cut exposed units with CD g p p p g masonry: p power driven 3. When cutting is complete, remove dust and loose material by O V ■ from injurious amounts of dust, lumps, shale, alkali, surface material from heavy or unnecessary traffic. carborundum or diamond disc blade saw. When using "wet" cutting brushing or vacuuming. coatings and organic matter, except that no less than 3 percent nor PART 1 GENERAL E. Replace damaged material at Contractor's expense. methods, clean water shall be used on exposed units. allow units 4. Prehydrate mortar for pointing by mixing dry ingredients with more than 10 percent shall pass a No. 100 sieve. 1.5 PROJECT/SITE CONDITIONS to dry before setting. only sufficient water to produce a damp mass of such consistency 1.1 SUMMARY A. Hot Weather Requirements: 8. Anchor mason units facing against or abutting concrete that it will retain its form when pressed into a ball with hands but 3. Hydrated Lime:ASTM C207, Type S. q masonry 9 9 9 4. Water: Clean and potable. A. Section includes: 1. When ambient air temperature exceeds 100 degrees F.(38 members by use of dovetailed flat bar anchors inserted in slots will not flow under trowel. B. Grout: 1. Anchors,ties and reinforcing for masonry. degrees C.), or when ambient air temperature exceeds 90 degrees built into concrete. 5.Allow mortar to stand not less than one hour nor more than 2 . , .._I Z F~ 1.2 SUBMITTALS F. (32 degrees C.) and wind velocity is greater than 8 mph (13 a. Space anchors not more than 16 inches (400 mm)vertically and hours, after which remix with addition of sufficient water to produce 0 H 1. Cement: Type II Portland cement conforming to ASTM C150. A. Product Data: Manufacturer's brochures depicting each of the km/h), implement hot weather protection procedures as submitted 24 inches (600 mm) horizontally. satisfactory workability. _ 2.Aggregate: ASTM C404 and as follows: masonry accessories which will be used prior to delivering to Owner. b. Maintain a space not less than %inch (12 mm)width between 6. Pointing mortars shall be identical to adjacent mortar in similar ,Z a. Sand: Size No. 1 for fine aggregate. 9 2. Do not spread mortar beds more than 4 feet (1200 mm) ahead masonry and concrete members and keep space free of mortar or joints and finish results shall match and be indistinguishable from Bmaterials to the site or commencing the Work in this Section_ F-- 0 b. Pea Gravel: Size No. 8 for coarse aggregate. 1.3 QUALITY ASSURANCE of placing block units. other rigid materials to permit differential movement. original mortar used_ O a rA tt. 3.Water. Clean and potable. A. Comply with Masonry Guild Standard Practices for project 3. Place block units within one minute of spreading mortar. B. Bonding Patter:As indicated on drawings, running bond or as 7. Premoisten joint and apply mortar tightly. ..... Z V4 W P 9 9 9 � 9 j PP Y 2.2 MIXES locale. B. Cold Weather Requirements: necessary and plumb throughout face of wall. 8. Tool to match adjacent joints. A. Mortar ASTM C270, Type S 1.4 DELIVERY, STORAGE AND HANDLING 1. Fully protect concrete masonry unit against freezing and C. Mortar Joints: 9. Moist cure for 72 hours. 1. Measurement: Accurately measure materials b ASTM C270 b A. Deliver accessories in original unopened and undamaged accumulation of ice by a weather-tight covering. 1. Straight, clean and a uniform 3/8 inch 10 mm thickness on B. Patching: If approved b Owner, patching of ex `J � Y Y Y 9 9• 9 { ) 9� PP Y 9 Posed masonry packages marked for identification and with name of manufacturer. 2. Do not la concrete mason unit when temperature of exposed wall face. walls shall be done at conclusion of general work and conform to ~ � the Property Method per Table 2. Y masonry Pe Po B. Store items at site in a manner to prevent damage, corrosion surroundingatmosphere is below 40 degrees F. 4 degrees C. or 2. Tool Exposed vertical and horizontal joints to produce a dense, similar surrounding or adjoining Work. Z 2. Mix cementitious materials and aggregates 3 to 5 minutes in a and deterioration. P g { g ) P 1 P 9 1 9 mechanical mixer. Small amounts of mortar may be mixed by is likely to fall below 40 degrees F. (4 degrees C.) in the 24 hour slightly concave surface well bonded to block at edges, or as 3.6 CLEANING 1 - period after laying, unless adequate protection is provided. indicated. A. Daily Cleaning: Keep walls clean. Immediately remove mortar hand. Adjust consistency of mortar depending on absorptive PART 2 PRODUCTS H o � s T o N C. Field Measurements: 3. Strike joints flush at surface to receive water proofing, mortar and grout spills which will be exposed to view with stiff fiber T Y NE R quality of units being laid to satisfaction of mason. 1. Verify measurements shown on Drawings by taking field waterproofing, plaster, stucco or finishes requiring flush joints that brushes until wall is free of dropped or spattered mortar. 3. If mortar begins to stiffen, retemper by adding water within a 2.1 MANUFACTURERS measurements. Notify Owner immediately should conflicts arise. will be concealed. B. Remove scaffolding, equipment debris, refuse and surplus Architecture basin formed by mortar, and remix. A. Masonry accessories as manufactured by the following 2. Proper fit and attachment of concrete mason unit is required. 4. Solidlyfill joints from face of unit to depth of face shell, except material from remises. Interior Design $ 4. Use within 1 Y2 hours of initial mixing and no mortar shall be manufacturers are acceptable: 1.6 SCHEDULING AND SEQUENCING masonry q where specified otherwise. P P 3.7 PROTECTION 13444 used after it has begun to set or after is has become harsh or 1. Dur-O-Wall Inc. A. Coordinate with other trades whose work relates to concrete 5. Provide full bedding for first course on foundation and wherever A. Protect exposed masonry comers subject to injury. Bali Way 1 2. Heckmann Building Products, Inc. Marina FAX 310 non-plastic. masonry unit installation for placing required blocking, backing, maximum strength is required. B. Carefully cover tops of walls left incomplete at conclusion of P Del Rey 827-5292 3. Hohmann and Barnard Inc. furrin conduits and other items. 6. Butter vertical head joints well and shove these joints f ht so da s Work with to tarpaulins or other a roved covering.B. Grout:ASTM C476, Strength Requirement specification. 9. 1 1 r9 Y rP PP 9• California 310 1. Designed by supplier or independent testing laboratory with a 2.2 MATERIALS that mortar bonds well to both units. C. In hot and dry weather, protect masonry against too rapid 90292 827-5009 A. Steel Wire: ASTM A82, diameter as specified for accessory. PART 2 PRODUCTS 7. Provide full coverage on bed of face shells and webs drying. minimum compressive strength psi in days, unless B. Flat and Corrugated Sheet Steel: ASTM A446 or ASTM A568. surrounding cells to be filled. D. Protect finished Work against freezing for a period of not less higher strength is required by thea Structural Drawings and Notes. C. Bar Anchor Material: ASTM A36. 2.1 MATERIALS 8. Fill and tool Bee-holes or other open joints with mortar while than 48 hours by means of enclosures, artificial heat, or such other 2. Slump: 10 to 11 inches (250 mm to 275 mm). D. Galvanized Finish: ASTM A153, Class B-2, hot dip galvanized A. General Requirements for Concrete Masonry Unit: mortar is still fresh. protective methods required. for exterior walls. 1. Meet ASTM C 90, Grade N-I requirements except that when D. Horizontal Joint Reinforcing: END OF SECTION 04220 PART 3 - EXECUTION 2.3 ACCESSORIES CMU will be exposed in final construction, ASTM C 90"Visual 1. Place horizontal joint reinforcing every 16 inches (400 mm) A. General: Anchors and ties shall be steel with zinc coated finish Inspection"shall be modified to read... "that not more than 3 vertically throughout wall construction. 3.1 INSTALLATION or shall be of other non-corrosive metal. percent of a shipment contains slight cracks or small chips not 2. Continuously reinforce first bed joint immediately above and A. Installation of mortar and grout as specified under each d undh sections B. Joint Reinforcing: Ladder type, galvanized steel rods of width 2 larger than 1/2 inch (12 mm), this shall not be deemed grounds for below openings. Provide reinforcing in second bed joint above and REV. COMMENT DATE e inches 50 mm less than wail thickness conforming to UBC and in accordance with AMG Standard 108: ( ) g rejection...". below openings, which extends 2 feet (600 mm) beyond each side CVWD Standard 24-15, Part 11- � �•�•� B.Temperature: Maintain mortar and grout temperature between2. Units shall have a maximum linear shrinkage not to exceed of opening. i C. Anchors: 0.065 of 1% from a saturated oven d condition b N.B.S. 3079 3. La reinforcement a minimum of 6 inches 150 mm at splices. tat Review Comments 09.30.11 � 50 degrees F. (10 degrees C.)and 90 degrees F. (32 degrees C.) dry Y P ( ) P C. Grout may be poured by hand bucket, concrete hopper or 1. Dovetail Anchor. 16 gage (1.2 mm)flat sheet steel, one inch (25 method of testing. 4. Cut and bend reinforcing at comers. Restart submittal 08.15.it mm)wide, 5-Y2 inch (140 mm) length, designed for use with 3. Unit sizes shall be 8 by 8 by 16 inches (200 mm x 200 mm x E. Vertical Reinforcing and Bond Beam Reinforcing: im Review to909 through a grout pump. Do not wet dawn grout spaces prior to embedded slot or inserts. 400 mm) or as shown on Drawings. 1. Place in accordance with requirements of Drawings_ pouring grout. 2. Bar Anchors: Machine made corrosion protected metal with 4. Surface of units shall be clean and free from dirt when laid in 2. Vertical Reinforcement: Provide continuous reinforcing full ioox Ca set ��'� D.Add sand, pea gravel and cement, then water in a mechanically cross section area not less than .25 square inch (6 mm2)with walls. height of wall at wall ends, comers, intersections,jambs of k9Sl1E DATE operated batch mixer. Grout shall be mixed for a period of at least ends turned up 2 inches (50 mm), not less than 16 inches (400 5. Units not complying with appropriate ASTM Standards, as openings and each side of control joints.Vertical reinforcing shall ° 3 minutes after ingredients for the batch are in the drum. The drum mm Ion for 8 inch 200 mm walls nor less than 24 inches 600 >S 9 ) 9 { ) { amended by this Specification, shall not be laid in wall where match and lap dowels which are at top of footing walls. LANDSCAPE must be completely emptied before the succeeding bath of mm) long for 12 inch (300 mm)walls. exposed to view and will be rejected and shall be removed and 3. Use spacers to position reinforcing steel in center of grout at materials is place therein. Grout shall be stirred or worked at replaced. center of wall as required by code. SET PHASE VIII �. frequent intervals to prevent separation of materials. PART 3 EXECUTION 6. Provide special block sizes and shapes required or as shown on F. Grouting: June 4, 2012 E.Add sufficient water to produce a consistency for pouring Drawings. 1. Reinforcing steel is to be in place and inspected before grouting 3.1 INSTALLATION B.Accessory Units: Provide units as required for control joints, starts. DRAWN BY- JEH without segregation. A. General: Install masonry accessories as specified under each bond beams, lintels, caps and other locations with a minimum of 2. Vertical cells to be filled shall have vertical alignment to maintain CHECK BY- JEH F. Use within 1-Y2 hours of initial mixing and use no grout after it section and in accordance with AMG Standard 108. block cutting. a continuous cell area. PROJ.NO: 204M10 has begun to set or after it has become harsh or non-plastic. 1. Section 04220 - Concrete Masonry Units 2.2 ACCESSORIES 3. Keep cell to be grouted free from mortar. S G. Coarse grout may be used in cavity walls with a horizontal 2. Section 04400 - Stonework A. Joint Reinforcing: Ladder type, galvanized steel rods of width 2 4. Fill cells solidly with grout in lifts not to exceed 4 feet(1200 mm). CASE dimension of 2 inches (50 mm)or more, and in hollow cell 3.2 CLEANING inches (50 mm) less than wall thickness conforming to UBC 5. Grout may be poured by hand bucket, concrete hopper or construction 4 inches (100 mm)or more in both horizontal A. During course of work and on completion, remove from site and Standard 24-15, Part 1. through a grout pump. directions. legally dispose of excess materials, equipment and debris. Leave B. Reinforcing Steel: As specified under Section 03200 - Concrete 6. Do not wet down grout space prior to pouring of grout. 9 Work in clean condition. Reinforcement. 7. Stop pours 1-1/2 inches (38 mm) below top of cell to form a key e END OF SECTION 04150 C. Waterproofing: Tremco Tremproof 150'waterproofing at pour points. membrane and 150 primer as recommended by manufacturer, or 8. Consolidate grout by mechanical vibration during placing before {� equal. loss of plasticity in a manner to fill grout space. Grout pours _ D. Mortar and Grout:As specified under Section 04100- Mortar greater than 12 inches (300 mm)shall be reconsolidated by and Masonry Grout. mechanical vibration to minimize voids due to water loss. Grout These plans have been reviewed*by the Coachella Valley Water District in accordance pours 12 inches (300 mm)or less in height shall be mechanically with Water Code Title 7. Division 1, Chapter 3,Article 10.8, Section 65597 et Seq_ vibrated, or rodded. Requiring efficient landscape and irrigafion•design in cooperation with the local governing 9. Grout barrier below bond beams shall be continuous wire lath or agency(City or County). other approved material. *Approval of this drawings by CVWD Staff does not constitute approval to encroach into SPECIFICATIONS 10. Grout beams over openings and bond beams in a continuous district and USER rights-of--way. Trees;plants, walls and permanent structures of any kind may not be planted or installed in C VWD and USBR easements of right-or-way operation. without first obtaining an encroachment permit from CVWD. Date:� /2) �� ----� L807 0n� Wa erZ agement erv' 1-1 CVWD Plan #GG velopmen er ices Supervisor 25 of 26 y i I SECTION 04400 PART 3 EXECUTION STONEWORK " PART 1 -GENERAL 3.1 EXAMINATION „ A. Verification of Conditions: 1 1.1 SUMMARY 1. Examine subsurfaces to receive Work and report detrimental A. Section Includes: Stone construction including paving, conditions in writing to Owner. stonewalls, and stone veneer, as shown on the drawings and as 2. Failure to observe this requirement constitutes a waiver to specified. subsequent claims to contrary and holds Contractor responsible ' e group hb 1.2 SUBMITTALS for correction(s)Owner may require. ° A. Samples: Submit samples for each type, size and Dolor to 3. Commencement of Work will be construed as acceptance of landscape architectureI Owner for review prior to delivering materials to site or subsurfaces. land planning commencing work. 4. Verify before proceeding that required inspections of existing 7337 E. Doubletree Ranch 1. Mockups: Provide full-scale detail and 4'-0"x 5'-0"wide mockup conditions have been completed. Road, Suite C-165 of stone for Owner review and approval prior to proceeding. 3.2 PREPARATION Scottsdale, Arizona 85258 B. Procedures: Submit requirements for hot and cold weather A. Do not install chipped, cracked or damaged material Tel: 602-462-9000 ° protection. B. Establish lines, levels, patterns and coursing. Protect from Fax 602-462-9001 C. Submit manufacture product data,full range color chart and disturbance. samples for color admix. C. Clean stone prior to placement. Do not use wire brushes or mail•egroupinc.com ailegroupinc.com D. Shop Drawings: Submit copies of cutting drawings, dimensions, implements,which will mark or damage exposed surfaces. � stonework construction and details if requested by Owner. Include 3.3 FIELD QUALITY CONTROL marking ID key and tabulation or each different piece. A. Owner will review wall preparation and construction according 1.3 QUALITY ASSURANCE to the following process. Provide 48 hours minimum notice prior to A. Standards: Locally published standards shall apply. Reference review. to Custom, Standard or Economy in this specification shall be as 1. Upon completion of rough shaping and contouring of grade, defined in the latest edition of published standards. Stake proposed wall centerline. Stakes shall indicate existing ° B. Regulatory Requirements: Materials and workmanship shall grade as well as face of wall top and bottom elevation. srq Date meet requirements of building codes, applicable to jurisdiction in 2. Upon completion of staking, Owner's Representative shall which Project is located. review proposed alignment, and wall height. and adjust field stakes CAU C. Fabricate stonework by firm successfully in work similar to as appropriate. i f= quality specified and quantity shown for a period of not less than 5 3.Adjust staking references and rough grades as necessary to i years. reflect field modifications. Confirm wall exposures and top of r D. Coordinate work with other trades. footing grades with Owner prior to footing excavation. 1.4 DELIVERY, STORAGE AND HANDLING 4. Notify Owner for final review prior to construction when A. Transport and handle stone to prevent chipping and breakage. excavation of footin is completed and wall forms/guidelines are -� c�1 a Po P PP 9 g 9 9 � � � B. Deliver and store materials in dry, protected areas. in place. o C. Keep free of stain or other damage. 3.4 ERECTION, INSTALLATION, APPLICATION • ^ r� 'i D. Locate storage piles, pallets, stacks or bins to avoid or protect A. General Requirements: ~ material from heavy or unnecessary traffic. 1. Workmanship: Execute stonework by skilled mechanics, and 0 O �p E. Protect stone during storage and construction against moisture, stone fitters at site to provide necessary field cutting of stone, as � p l� soiling, staining, and physical damage. required. O Q-t � I. F. Handle stone to prevent chipping, breakage, soiling or other 2. Lay units in uniform and true courses, level and plumb. (5 U damage. Do not use pinch or wrecking bars without protecting 3. Install stone in accordance with Drawings. Insure mortar is not 0) edges of stone with wood or other rigid materials. Lift with visible from any direction, if blind mortar is specified. wide-belt type slings wherever possible; do not use wire rope or 4. Arrange stone pattern as indicated on Drawings and in ropes containing tar or other substances,which might cause accordance with approved mock-up. staining. If required, use wood rollers and provide cushion at end 5. Set stone in accordance with Drawings and as approved. D t`I of wood slides. Provide anchors, supports, fasteners and other attachments ' .J Z tom+ G. Store stone on wood skids or pallets; distribute weight evenly to shown, or necessary to secure stonework in place. Shim and v O prevent breakage or cracking of stones. Protect stored stone from adjust for proper setting of stone. _ ;> weather with waterproof non-staining covers or enclosures. Ailow 6. Mortar placed behind the drystack shall be tamped or vibrated to gar z air to circulate around stones. Do not cover with non-breathingensure bond to d stack pieces. t- W r t dry P ® [J� material. Protect mortar materials and stonework accessories from 7. Cutting of stone: When required, exposed units shall be cut with Rj kL weather, moisture, and contamination. a power driven Carborundum or diamond disc blade saw.When F7 Z H. Job Conditions: Review installation procedures schedules and using "wet"cutting methods, clean water shall be used on exposedCie coordination with other work. units. I. Replace damaged material at Contractor's expense. 8. Where fresh stone joins stone that is partially or totally set, W ff CONDITIONS exposed surface of set stone shall be cleaned and lightly wetted so ~ fr 1.5 PROJECT/SITE exp 9 Y Q A. Hot Weather Requirements: as to obtain the best possible bond with new work. Remove loose 4 z 1. When the ambient air temperature exceeds 100 degrees F. (38 stone and mortar and reset. li degrees C.), or when the ambient air temperature exceeds 90 3.5 CLEANING H u degrees F. (32 degrees C.)and the wind velocity is greater than 8 A. Daily Cleaning: Keep walls clean. Soiled masonry from mortar T Y N E R t("` mph (13 km/h), implement hot weather protection procedures as and grout spills, which will be exposed to view, shall be cleaned submittedto Owner. immediately with stiff fiber brushes until wall is free of dropped or Architecture 2. Do not spread mortar beds more than 4 feet (1200 mm)ahead spattered mortar. Interior Design of placing stone. B. Remove and replace stone units, which are broken, chipped, 13444 3. Place stone within one minute of spreading mortar. stained, or otherwise damaged. Where directed, remove and Bali Way ' 310 $ B. Cold Weather Requirements: replace units, which do not match adjoining stonework. Provide Marina FAX Del Rey 827-5292292 I 1. Fully protect stone against freezing and accumulation of ice by a new matching units, install as specified. .310 weather-tight covering. C. Remove scaffolding and equipment used in the work. California 90292 827-5009 09 2. Do not lay stone when the temperature of the surrounding D. Clean up debris, refuse and surplus material and remove from I atmosphere is below 40 degrees F. (4 degrees C.)or is likely to fall premises in accordance with section 01500. -- ` below 40 degrees F. (4 degrees C.) in the 24 hour period after 3.6 PROTECTION I' laying, unless adequate protection is provided. A. Carefully cover tops of walls left incomplete at the conclusion of work with tarpaulins or other approved covering, securely l C. Field Measurements:Verify measurements shown on Drawings the days rp pp g. Y $ P and take field measurements to ensure proper fit and attachment held in place. of stone. B. In hot and dry weather, protect masonry against too rapid t drying. a PART 2 PRODUCTS C. Provide final protection and maintain conditions in manner FEY. COMMENT DATE 2.1 STONE acceptable to fabricator and installer, which ensure stonework A. Refer to drawings. being without damage, discoloration or deterioration during CVWD c°mmente �'�'� 2.2 MORTAR FOR WALLS subsequent construction until final acceptance. let Review Corrrnente 09.30.11 Reetart 3udbmittal 06.15.t1 A. Cement: Provide gray cement as required and as follows: END OF SECTION 04400 I`a 1. Portland Cement:ASTM C150, except complying with the let Review 109.09 staining requirements of ASTM C91 for not more than 0.03 percent 100%CD set 1108208.08 ; , water-soluble alkali. Provide Type 1 cement. ISSUE DATE 2. Masonry Cement: ASTM C91, and complying with the ° non-staining requirements. tt B. Hydrated Lime:ASTM C207, Type S. LANDSCAPE C. Sand:ASTM C144, except graded with 100 percent passing the No. 16 sieve for 114 inch and narrower joints. White where cQIor SET PHASE VIII requires. June 4, 2012 D. Water. Clean and potable. DRAWN BY- JEH E. Mortar Mix: Non-staining, cement/lime mortar, complying with I ASTM C270, Type S, using specified materials. CHECK BY; JEH 2.3 ACCESSORIES pi A.Anchors, Dowels,Ties, and Cramps: If required, of sizes and CASE NO: NO. � i ts configurations required for support of stone and applicable CAS superimposed loads. Submit shop drawings as per Section 1300. 0 I#J B. Mortar and Grout:As specified under Section 04100- Mortar E� and Masonry Grout. I t� C. Color Admix: For color mortar and grout indicated in drawings or to match adjacent materials. r These plans have been reviewed"by the Coachella Valley Water District in accordance !i with Water Code Title 7. Division 1, Chapter 3,Article 1 D.8, Section 65597 et. Seq. Requiring efficient landscape and irrigation design in cooperation with the local goveming agency(City or County). SPECIFICATIONS -Approval of this drawings by CVWD Staff does not constitute approval to encroach into district and USBR rights-of-way. Trees,plants, walls and permanent structures of any kind may not be planted or installed in C VWD and USBR easements of right-or-way Y without first obtaining an encroachment permit from CVWD. ,. i Date: L808 I �' � L4 Q W r M agement S rvi i 019 CVWD Plan # D velopmen ervices Supervisor 26 OF 26 a SCHEMATIC DESIGN 09 24 13 t� < AESiGN OEY&SWMENT... 10/2J13 0 ' /' BUILDING & UFE SAFETY SUBMITTAL 11 26 13.... � ON SITE LANDSCAPE PER \\ P. \ ORIGINAL PLAN SUBMITTAL \ a ;f ' i lf/ HanmiGlobal Partner GAS MET 1 f : f \\ -' EXISTING SHOE ' a a \ < \ `vv f STRING FACIA EXISTING SWALE �s�� � - � \ \ r I r EXISTI +G SHOE' I STRIN ACACIA' H O U S T O N f T Y N E R f 1 i y NEW CONCRETE CURB - vvv HEADER AS PAINTED ❑ - ykk i`\ \ Architecture Interior Design ' \ O o\ l__ (EXISTING SIGN - \ � 2630 Sepulveda Blvd. Torrance California 0 \`\ 90505 TEL 310 326-3050 \ o Ui (D Q EXISTING \ % ,` O f \ \ J TURF } ,` w z TO \ cc \ REIVI`AIN a LU \ \ ~ ``\\ \� \ 0. z d UJI NORTH 0' 5' 10' 20' w PLANT LEGEND z CITY OF PALM DESERT SCALE; 1 "=10' at 24"x36" Z) _.. Landscape Inspection Schedule for o WATER EMITTER New Residential & Commercial Developments TREES SIZE NOTES QTY USE QUANTITY LANDSCAPE MATERIALS DECOMPOSED GRANITE IN ALL 1. Sleeving/Grading z Acacia stenophylla 36" BOX PER PLAN 1 0.2L 3 XB-20PC-1032 NON — TURF AREAS: SHOESTRING ACACIA CVWD 0.2L a. Sleeve diameter, type, depth, and location 0 3l4" DESERT GOLD SCREENED b. Soil surface drainage, elevations, and debris W Olneya tesota 48" BOX PER PLAN 1 0.2L 3 XB-20PC-1032 0 DESERT IRONWOOD CVWD 0.2L 2" MIN DEEP IN NON—TURF 2. Hardscape/Boulders -Cobble AREAS. MATCH EXISTING a. Sidewalk and wall layout 0 1 0.2L 3 XB-20PC-1032 MARRIOTT SHADOW RIDGE b. Boulder/cobble type, size, and placement F- I Palo verde x 'Desert Museum"' 36" BOX PER PLAN y z o DESERT MUSUEM PALO VERDE CVWD 0.2L w 3. Irrigation System Rough-in z NOTE: ALL TREES TO BE SINGLE TRUNK a. Trench location and depth aaJ b. Pipe size and class WATER EMITTER CENTRAL LEADER WITH BRANCHING TO C. Pressure test(125 psi for 6 hours) Q SHRUBS SIZE NOTES QTY USE QUANTITY BEGIN AT A MINIMUM OF 6" FROM TOP z �\ OF ROOTBALL. 4. Plant Material(trees sr shrubs) Coesalpinio pulcherrima 3 GAL. PER PLAN 2 0.5M 1 XB-20PC-1032 a. Condition RED BIRD OF PARADISE CVWD 0.2L b. Type Encelia forinosa 3 GAL. PER PLAN 6 0.2L/M 1 XB-10PC-1032 C. Placement Q ❑ a BRITTLE BUSH CVWD 0.5M 5. a round Cover(decomposed granite)TypeNLn Aarnolt Leucophyllum frutescens 3 GAL. PER PLAN 8 0.2L/M 1 XB-10PC-1032 b. Depth = r � 'green cloud' CVWD 0.5M C. Compaction ~ AC.`A('- ION CLUB. GREEN CLOUD SAGE -APPROVED - Amended Landscape Re ro-Fit Plan 6. Final Marriott's Ruellia peninsularis 3 GAL. PER PLAN 5 0.5M 1 XB-20PC-1032 a. Irrigation CVWD 0.5M Shadow Rid e RAJA RUELLIA --- evlewe Y Valves, boxes, and wiring 9016 Rose Ridge r Tecomaria stans 3 GAL. PER PLAN 12 0.2L/M 1 XB-10PC-1032 Lands a Mgr. y Controller operation and schedule Palm Desert, California 9221 1 Emission devices YELLOW TRUMPET BUSH CVWD 0.5M Date � '^ MSR PHASE 8 REVISIONS AT r Overall operation .3TY of P '.t = 1 b. Overall site SIGN/GOLF TRANSITION EMITTER ACCENTS SIZE NOTES QTY USEER QUANTITY PUB I J ' e NOTES: - __. ✓ Should any of the above inspections fail after two attempts, a fee will be assessed for any re-inspections. ❑ Hes eraloe arviflora 3 GAL. ✓ Any changes to an approved landscape plan must be re-submitted in writing by the landscape architect ���� �l p p PER PLAN 9 0.2L 1 XB-05-1032 RED YUCCA CVWD 0.2L to the City for approval prior to implementation. ✓ All plant material (trees & shrubs) must nneet current Arizona Nursery, American Nursery Association, and International Society of Arboriculture standards, and must be inspected by the County Ag WATER EMITTER Commissioner if brought into the Coachella Valley from other areas. GROUNDCOVERNINES SIZE NOTES QTY USE QUANTITY ✓ Trees may be rejected by City staff for not meeting the standards referenced in the previous item and/or CII YOF PALM DESERT for the following discrepancies: PUBLIC WORKS DEPT �j Lantana montevidensis 3 GAL. PER PLAN 12 0.5M 1 XB-20PC-1032 Girdling roots • Damages to the leader and scaffold branchesQS�PF yP Q CVWD 0.5M �Q NELBY ^ TRAILING PURPLE LANTANA Trees that have been topped Disease/insects RECEIVED � s " S,y • Inadequate trunk caliper&taper a Included bark R �` a 'o Date 12/24/13 Scale Per Plan Wedelia trilobota 3 GAL. PER PLAN 6 0.5M 1 XB-20-1032 Poor structure, co-dominant stems (a strong e Damages to the tree during shipment YELLOW DOT CVWD 0.5M &GRATURE Drawn — Job central leader is an absolute must JAN 2 9 2014 08/31/13 Marriott/VIUAS R017 Sheet Job # _ CITY OF PALM DESERT OAT Please call 760-776-6450 to schedule inspections at least 24 hours in advance PUBLIC WORKS DEPT Op CALIF ��1 LANDSCAPE PLAN Rev August 2011 Path K:/Commercial G—M/Marriott/St0d0wfrK*/Fdn"9 Center I I� � - - - - - - - - - - � - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - --- _ - ® ® _ - - - - - - - - - - - - - -- -- - - - - 12 /24/ 13 , j, i �!�!!�"I.1,11,, \ \\\ /.1/1 ;::::�i!!:�: 1 II i -\ \ \ . 1.--".-.-_"k,/I"'-,"-.","..,,.--./.,-./'.'.\-1-*--\-1 1,�.,.-,,I',-.1/11I.I,,/-.'.�-..I',.,^.,.I',-)';i,.,.-I,..-.�--".-,I!i-i.".,,,.I,1/"i�iI";.1"1/4�':�;�1"1 ,N:',,/-\1:,,-",.-,�I 1'--"--1,I 1 Nl,,-,.--..,,-,-''---\,'',-,,..�,�.!'',-"-,�;r,,,,'i\I/�-\.,�1 1�1 1I�i/1"1/?�.,..-......1..1..�\I.1.1...1.,.-..-.,.-I/I'.;I\;;.I:I X\II"I'.II1�..I-,.,-,."-,u�-I i.......I...,..,..I-""\',/�I.I::� :: /�.\I_I!..:.i!-;1.,----...- .1.", I'I\I 1 1.�I: . 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