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HomeMy WebLinkAboutGERALD FORD DRIVE 103 APARTMENTS LANDSCAPE DEVELOPMENT PLANS (SPANISH WALK) DATE - REVISIONS BY 1 st CPD Submittal MID Concept - 04/24/07 QPlan Check- Bldg CCP Resubmittal 6/13/07 2nd CPD Submittal CCP Concept - 07/5/07 2 Plan Check -R subm ttal 7/113/07ALM D S T 103 A A CCP 1st CPD Submittal CCP TMENT Const. Doc. - 08/21/07 1 St CVWD Submittal CCP Const. Doc. - 08/22107 LANDSCA D V LO M NT LANS2nd CPD Submittal CCP Const. Doc. - 10/30/07 2nd CVWD Submittal CCP Const. Doc. - 10/30/07 3rd CPD Submittal CCP 9ffE Const. Doc. - 11/16/07 TRACT 33837 _ 1 GERALD FORD DR. mittal CCP 10 Const. Doc. S11b/27/07 CITY OF PALM DESERT - LANDSCAPE INSPECTION SCHEDULE FRANK SINATRA DRNE U B. City of Palm Desert Landscape Inspection Schedule CITY OF PALM DESERT 1. Sleeving / Grading '—� CO a. Sleeve diameter, type, depth and locatoin QQ o cc a CV COUNTRY CLUB DRIVE W N b. Soil surface drainage, elevations and trash Z tZ COUNTY OF RIVERSIDE , CALIFORNIA W � �o W ." (including weeds and rubble) o HOVLEY N +� p 2. Hardsacpe / Boulders - Cobble a. Sidewalk and wall layout � g LANE EAST 'd b. Utilities locatoin G c. Boulder type, size, weight and placementWNRAPALMDESERT E1111111111 ""',VICINITY MAP c� .° � 3. Irrigation System Rough - In103 L �,, a. Trench depth and location ■ ■ ■ NTs > .4 b. Pipe size and class •" WESTERN NATIONAL REALTY ADVISORS .� c. Pressure test (125 psi for 6 hours) 4. Plant Material (trees & shrubs) , co 0 co a. Condition 8 Executive Circle 0 N ed b. Type ''dCQ c. Placement Irvine , CA 92614-6746 Cd 5. Ground Cover decom osed ranite( P 9 ) r--a a. Type PH . 949 862-6253 FAX. (949) 862-6497 b. Depth and spacing c. Compaction 6. Final D\,p,NDStrgA a. I rrigation ��' �,��cHARD i) Valves, boxes and wiring �o 2403r ii) Controller operation and schedule iii) Sprinkler, bubbler and/or drip emitter type, flow * afore rate and quantityper plant. P s iv) Overall operation Date of cA��F r v < V) �1S built EXPIRES 1 1-30-2008 b. Tree staking �v 70 c. Overally C. Should an of the above inspections y fail after 2 attempts there will be a fee assessed f V or any re-inspections. cfl k J O N Any change to an approved landscape plan, must be re-submitted to the City of Palm v �� Desert for approval, r�ior to implementation. v v U) c0 > aD O to Vf APPROVED — C� °' N Q J > U- � FINAL LAN DSCAP ACKAGE W a 'i \ `� Z U Q CV) DA V Ln Cq LANO � X cfl J Q w a� LANDSCAPE ARCHITECT co cc cc —> < w i V Iw e LANTEX w SHEET INDEX z Landscape Architecturec - v p Planning � z 31726 Rancho Viejo Road, Suite 206 _ \ TITLE L 1 cn a \. San Juan Capistrano California 92675 �`° v z z 4 24 - (949) _ � - 9 9 8 1993 FAX24 10 658 - ��� CONSTRUCTI N PL wJ( ) o O AN L L3 it CONTACT: SETH H FF co CZ O MAN Z T- � ' � CONSTRUCTION DETAILS L-4, L-5, L-6 � w ~ o Q O \ — yCZ IRRIGATION PLAN L-7, L-8 Q °- r ARCHITECT 0 i U d _ CM .� a awa O _ - T w N NGG+ P I z TREE PLANTING PLAN L 9, L 10 > M 0 0 � f-- 20401 W BIRCH STREET SUITE 200 SHRUB PLANTING PLAN L- 11 , L-12 w w v E N E W PO RT BEACH, CA 92660 U.. - Q WCU IRRIGATION / PLANTING DETAILS L- 13 ,.. o aJ4, P H : 949-756-0818 FAX: 949-756-0817 z IRRIGATION CALCS L-14 J Q CONTACT: ROY AG U I R R E E � NORTH IRRIGATION SPECIFICATIONS L-15 INDEX MAP NTs -` CIVIL ENGINEER PLANTING SPECIFICATIONS L-16 es`°E COO. TITLE FUSCOE ENGINEERING 10390 COMMERCE CENTER DR. � • SUITE 200 ��, DATE. z�'7 DRAWN �/UD,S _ �/i�� 9�G` \Sys CCP RANCHO CUCAMONGA, CA 91730 �---� � ,- � � h t CHECKED AAL Cr P H. (909) 581 -0676 _ . rn ._ B.H. r -7# w 9 L L DATE �� These plans have been reviewd by the Cochela Valley Water 06/07/07 ^o FAX. (909) 581 -0696 _ District In accordance with Water Code Title 7, Division 1 SCALE Chapter 3, Article10.8, Section 65597 et. se requiringN CONTACT: JOSH COULTER _ x _ P q. r I Q�$,1„Rw+( efficient landscape and irrigation design in cooperation with \_ the local governing agency (City or County). Approval of this drawing by CVWD Staff does not constutute JOB NO. I approval to encroach into district and USBR Rights—of—Way. CVWD EASEMENTS NOTE: Trees, plants, walls and permanent structuresof any king may o -- lrl not be planted or installed in CVWD and USBR easements or SHEET right—of—way without first obtaining an encroachment permit O NO TREES SHALL BE PLANTED WITHIN CVWD Zfrom^VW. _ _ EASEMENTS OR RIGHT-OF-WAYS. I DATE: W ER M GEME S VISOR L 1 L20292DEVE OPMENT S RVICES SUPERVISIOR OF 16 SHEE A DATE - REVISIONS BY MATERIALS LEGEND 1st CPD Submittal CCP Concept - 04/24/07 DESCRIPTION MATERIALS LIST/ Q Plan Check - Bldg CCP FINISH SCHEDULE CCP 6/13/07 - 2nd CPD Submittal CCP PRODUCTION WALK BROOM FINISH - NO COLOR Concept - 07/5/07 T.S. VIEW FENCE TUBULAR STEEL Q Plan Check - Bldg CCP Resubmi I tta 7/13/07 / / / - , - ✓ O3 6' HIGH PERIMETER WALL ANGELES SLUMP STONE PROTO II WALL WITH SACK FINISH AND 1st CPD Submittal MISSION COLOR TO MATCH ADJACENT PROPERTY'S WALL Const. Doc. - 08/21 CCP /07 1st CVWD Submittal COLOR AND FINISH CCP 3 SINGLE P Const. Doc. - / , 4 PEDESTRIAN GATE 08/22/07 TUBULAR STEEL 2nd CPD Submittal CCP 3'SINGLE PEDESTRIAN GATE AT POOL TUBULAR STEEL Const. Doc. - 10/30/07 16 / ���,� , ,' �" BBQ BBQ UNIT TO BE SELECTED BY OWNER 2nd CVWD Submittal / Const. Doc. - 10/30/07 CCP O7 INTERIOR STREET LIGHTS SEE UTILITY CONSULTANT PLAN 3rd CPD Submittal CCP TRASH ENCLOSURE PER ARCHITECTURE PLANS Const. Doc. - 11/16/07 � / // _ ` - � � ✓ ' , ' - 3rd CVWD Submittal 33 ASPHALT PAVING PER CIVIL ENGINEERING PLAN Const. Doc. - 11/27/07 CCP 3 �,�,�� ,i �' , , ' DECK DRAINS TIE INTO SITE DRAIN LINE SYSTEM 6" BR ASS a <, POOUSPA PER POOUSPA CONTRACTOR - - - — , POOL FURNITURE TO BE SELECTED 4,- BY OWNER POOL EQUIPMENT ENCLOSURE PER DETAIL ; ' POOL O � CC 32 14 00 COPING POURED IN PLACE BULL NOSE - 18"WIDTH. COLOR AND FINISH N r+ Cq i TO MATCH CONCRETE. �- _._.I BENCH SEATING MODEL NO. 62472TB. .'� � •� / 1 2 AVAILABLE THROUGH SAN DIEGO PRECAST 26Cq _ 26 CONCRETE COMPANY PH. 619-449-6810 FX. 619-449-5805 COLOR '� a / 2" ` AND FINISH TO BE SELECTED MIN. TWO WE V EKS PRIOR TO START 26 ®.. ® _ OF CONSTRUCTION. •d is 4 ENTRY MONUMENT ANGELES SLUMP STONE PROTO II WALL WITH SACK FINISH AND MISSION COLOR TO MATCH ADJACENT O O 27 /// / 27 PROPERTY'S WALL COLOR AND FINISH - _ CONCRETE APRONS NATURAL CONCRETE-NO COLOR Q� .° ., 17 o t <� � 18 PICNIC T O� \ -: C TABLES O x / / c.: O MODEL NO. TSR60R AVAILABLE THROUGH SAN o / \ / < ..•. _. ,_ _. -.. _. . < ._ _. � :. .. -. • <�A ����ej�`��� __ EGO PRECAST . - ®� CONCRETE COMPANY PH. 619-449-6810 FX. 619--4449-5805 COLOR AND FINISH a _ _ SH TO BE SELECTED MIN. TWO WEEKS PRIOR TO START OF V �w, 1 co CONSTRUCTION. J ° U 8 4 19 PILASTER ANGELES SLUMP STONE WITH SACK FINISH AND MISSION , ' , ' O `,... 4 \ _ TO MATCH ADJACENT COLOR 0 / / . 25 PROPERTY'S WALL COLOR AND FINISH O / / / / ,�'�'' „ � � / � ` ,� - I �•,� � 20 TOT- LOT TO BE SELECTED BY OWNER ap G O / / k CALL BOX FOR ENTRY GATES ENTRY SYSTEM TO BE SELECTED BY OWNER a 9 <� � 21 / ? ,. ENHANCE PAVING AT ENTRY POUR, NO COLOR, MEDIUM WASH FINISH WITH SAW CUT JOINTS DIAGONAL 36 O C AS SHOWN AND 18 SHINER BANDS SINGLE / a , ' �� 5' p♦ IDS / /• / 23 ENHANCE PAVING AT REC. ENTRY COLOR AND DESIGN TO BE DETERMINED BY qp� �.� � / \� LAN4Q DSCAP R D ��� E � \CHAR 4 ARC HITECT T E T C ti OF , p�/ D ® _! 24 6' PERIMETER BLOCK WALL PER CIVIL ENGINEERING PLAN 0 40,3 �qy � � n Lj G' 10, 6' HIGH WALL ANGELES SLUMP STONE WITH SACK FINISH TO MATCH ADJACENT V /// ` * -� PROPERTY'S WALL FINISH. COLOR TO BE SELECTED MINIMUM * ignature TWO WEEKS PRIOR TO START SELECTED MINIMUM TWO WEEKS 11-2�-°� 29 5 PRIOR TO START OF WORK Date 5 10 2 -5 BOULDER _ STONE BOULDER COLOR TO BE DESERT SAND SIZE TO BE 25%2' DIA., / k~ { 5 25%3' DIA., 25%4' DIA., 25%5-DIA. AVAILABLE T - - � C ®® ( THROUGH SOUTHWEST EXPIRES 11 30-2008 U< BOULDER& STONE PHONE ( 6 42-5522 n ) _. y ® 27 1 -4 COBBLE COBBLE AG GREGATE GATE COLOR TO BE DOS BIOS WITH CLEAN � / xl/ 11 ,, ; , t . 4 GRADED FINISH.AVAILABLE THROUGH-SOUTHWEST BOULDER 3 / 00 ' : (7 0) 3 - &STONE PHONE 6 42 5 2 ' � _ . • 5 2 , c MOUND / �� �: F �•' •• .• •: HIGH MAX. �. M J � Cn co , f?s: 29 T.S. FENCE ATOP CMU BLOCK WALL TUBULAR STEEL FENCE ON TOP OF ANGELES SLUMP STONE co00 10 ® PROTO II WALL WITH ONE H SACK FINISH AND MISSION COL MATCH ADJACENT PROPERTY'S WALL COLOR AND FINISH r �r K. .. ®® Y: 6' / Ll..l 3o CO O FIRE ACCESSIBLE GATE PER DETAIL f�- LO W ® '. PRIMARY VEHICLE ACCESS GATE PER DETAIL W U �" x 1 20 - 32 �^ N Q ® SECONDARY VEHICLE ACCESS GATE PER DETAIL v! CAI J , Q 6 HIGH PERIMETER WOOD FENCE PER CIVIL ENGINEERING PLAN M u . . � A� i.:,, , , , �_ ,<.., 34 6 HIGH PERIMETER 0 � 6LO R BLOCK WALL BY OTHER \ G N •u, � 5 w O X V T HIGH EXISTING PERIMETER BLOCK WALL BY Q W V J , i 1 6 Q \ :Y ,. - 1� �� 30, p h 11' " CD •. 11 ^ Y co UTILITY SYMBOL LEGEND Lli \ 'r;• ,? �:.::;• — MEDIUM PRIMA RY PULLBOX FLUSH L ® TYPICAL A.C.LOCATION s - R """.....""'......... 12 x ® W \• s .. ►. a ®® O WATER METER \,. ` r TRANSFORMER PAD- / _ • . : t :.' `. : '''i.; rY. .: STORM DRAIN CATCH BASIN \ r _• ' '� 15 ABOVE GROUND TRANSFORMER LL 5 ' :, r •. _ ,'. � �� y , � �< WITH CURB DEPRESSION 14 , , AN, • s• •. .. .,••� y••' . , \� ., .. ACKFLOWPREVENTER � EXISTING SWITCH ENLOSURE POINT OF CONNECTION GAS (PER IID PLANS,CHECK WITH ROY JACOBSENCO \,'r M• �� „� — — POINT OF CONNECTION-SEWER FIRE HYDRANT —'— — POINT OF CONNECTION-WATER 6'• FIRE RISER LOCATION W J \ ❑ AREA DRAIN PLANTERCz M T .s ' ` o AREA DRAIN-HARDSCAPE y � w 7 W 0 O 24 \ \ \\\ �\\ �� ECTRICAL LUMINAIRE LEGEND J (� O EL � 28 � r \ O ' (� 8"DIA BOLLARD \ � 27 M o ARCHITECTURAL SCONCE C) W OO GENERAL CONSTRUCTION NOTES v � � ' 5 > U) \ , \ \ w DAMP/WET LOCATIO N W (� N �a D 1. ALL DIMENSIONS ARE TAKEN FROM CURB FACE.BUILDING FACE OR EDGE OF PAVING, \\ ` � \ ,`, ��.• \ �, �,\ UNLESS OTHERWISE NOTED ON PLAN. THE DIMENSIONS ARE SHOWN FOR APPROXIMATE LINE 34 Q ID AND RADII. CURVES ARE TO HAVE CONTINUOUS AND SMOOTH TRANSITIONS WITHOUT ABRUPT \ \ \ a 1 LP20 LUMINAIRE CHANGES OR BENDS. � 34 W w U E 2. ALL FORMS AND ALIGNMENT OF PAVING SHALL BE INSPECTED AND APROVED BY THE \ U) Q CU LANDSCAPE ARCHITECT PRIOR TO POURING. GIVE MINIMUM OF 48 HOURS NOTICE. \ �. ARCHITECTURAL SYMBOL LEGEND �jJ \ i CAR PORT C 3. FOR SITE GRADING SEE GRADING PLANS. �——� �< 0 O G GARAGE 4. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION AND % � GENERAL GRADING NOTES SHALL BE HELD LIABLE FOR ALL DAMAGES INCURRED. J 7 1. CONTRACTOR TO VERIFY GRADES AND NOTIFY LANDSCAPE ARCHITECT PRIOR TO START OF Q 5. CONTRACTOR SHALL NOTE AND INSTALL SLEEVE LOCATIONS SHOWN ON IRRIGATION PLAN \- ' GRADING WORK. LANDSCAPE SYMBOL LEGEND J AND CONSTRUCTION PLAN. `.\. 2. ALL DRAIN LINES TO DRAIN AT 1% MINIMUM WITH SMOOTH CONTINUOUS FALL. ® BOULDER 2'-5'BOULDER STONE BOULDER-COLOR TO BE DESERT SAND SIZE TO BE 25%2'DIA.,25%3'DIA.,25%4'DIA.,25%5-DIA. 6. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE LATEST UNIFORM AVAILABLE THROUGH-SOUTHWEST BOULDER&STONE BUILDING CODE. 3. ALL TOP SURFACES OF STEP TREADS TO SLOPE AT 1% FOR DRAINAGE. PHONE: LET 34OUGH 2-5522 7. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES 4. ALL PLANTED AREAS TO SLOPE TO CATCH BASINS AT 1 Y% MINIMUM SLOPE UNLESS COBBLE 1"-4"COBBLE COBBLE AGGREGATE-COLOR TO BE DOS BIOS WITH SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. OTHERWISE NOTED. 8. CLEAN GRADED FINISH. CONSTRUCTION AVAILABLE THROUGH-SOUTHWEST BOULDER&STONE CONTRACTOR MUST CHECK ALL DIMENSIONS, FRAMING CONDITIONS AND SITE CONDITIONS 5. ALL EXISTING GRADES SHOWN PER CIVIL ENGINEERS PLANS PHONE:(760)342-5522 BEFORE STARTING WORK. LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY �� DISCREPANCIES OR POSSIBLE DEFICIENCIES. 6. ALL PROPOSED PAVING SURFACES SHALL MEET EXISTING PAVING SURFACES WITH ``- MOUND-NO HIGHER THAN 36"FROM TOP OF ASPHALT PLAN 9. SMOOTH AND CONTINUOUS TRANSITION AND FLUSH ALONG ENTIRE EDGE. DECOMPOSED GRANITE: FOR CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED SIMILAR TO THE DETAILS 7. CONCRETE WALKS TO HAVE A MAXIMUM CROSS SLOPE OF 2%AND SHALL MEET ALL LOCAL, INSTALLED IN ALL SHRUB BEDS,2"DEPTH LAYER(AFTER COMPACTION) THE RESPECTIVE MATERIALS. i:J COLOR-'DESERT GOLD' KEY MAP COUNTY AND TITLE 24 REQUIREMENTS. CONTRACTOR TO SUBMIT SAMPLE TO CITY FOR APPROVAL 10. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. ALL BRACING,TEMPORARY SUPPORTS, SHORING ETC. IS THE SOLE RESPONSIBILITY OF THE 8. PRIOR TO CONSTRUCTION,CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS, EXISTING CONTRACTOR. OBSERVATION VISITS TO THE JOB SITE BY THE LANDSCAPE ARCHITECT DO NOT DRAINAGE STRUCTURES,STREET IMPROVEMENTS,SLOPES AND FINISH FLOOR ELEVATIONS DRAWN INCLUDE INSPECTION OF CONSTRUCTION METHODS AND SAFETY CONDITIONS AT THE WITH THE ENGINEER. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY UPON ANY CCP WORKSITE. THESE VISITS SHALL NOT BE CONSTRUED AS CONTINOUS AND DETAILED DISCREPANCIES. CHECKED INSPECTIONS. as �`tl Xj Ty 9. CONTRACTOR SHALL VERIFY PROPOSED DRAINAGE INVERTS. A � e B.H• 11. DESIGN, MATERIALS, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED BELOW z �S� � I �. DATE R INDICATED ON THE DRAWINGS MAY BE CONSIDERED FOR USE PROVIDED PRIOR APPROVAL 10. DAYLIGHT DRAINLINE THROUGH FACE OF EXISTING CURB 1"ABOVE FLOWLINE. EXACT a �n, . 06/07/07 IS OBTAINED FROM THE OWNER, LANDSCAPE ARCHITECT,AND THE APPLICABLE GOVERNING INVERT TO BE VERFIED IN FIELD. s� DE AUTHORITY. SCALE 11. ALL FINISH GRADES IN PLANTED AREAS SHALL BE 1 Y2"BELOW ADJACENT PAVING 4 O oti�� •� \ N 12. ALL CONCRETE COLORS TO BE SELECTED 2 WEEKS PRIOR TO INSTALLATION. SURFACES UNLESS OTHERWISE NOTED. ,�ggL� ga a \ d 12. ALL FLASH WALLS SHALL FOLLOW FINISH GRADE. �e z aY i 13. ALL STRUCTURAL SPECIFICATIONS FOR ALL CONSTRUCTION ITEMS SHALL BE PER SOILS N JOB NO. ENGINEER,STRUCTURAL ENGINEER OR CIVIL ENGINEERS RECOMMENDATIONS. 13. ALL WALKS AND CONCRETE SURFACES SHALL BE INSTALLED PER TITLE 24 HANDICAP �� o STANDARDS. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY UPON ANY DISCREPANCIES 'Y SHEET `, BETWEEN THE DESIGN AND TITLE 24 REQUIREMENTS. :" 0_ NORTH ZO 8O SCALE : 1 " - 20' NITS z g OF 16 SHEETS i . . . . . . . . . . . . . . . 24 DATE - REVISIONS BY MATERIALS LEGEND 1st CPD Submittal CCP Concept - 04/24/07 MATERIALS LIST/ � DESCRIPTION FINISH SCHEDULE Q Plan Check - Bldg CCP Resubmittal 6/13/07 2nd CPD Submittal I O PRODUCTION WALK BROOM FINISH - NO COLOR Concept - 07/5/07 CCP 6 !� T.S. VIEW FENCE TUBULAR STEEL 2 Plan Check - Bldg CCP Resubmittal7/13/07 18 — � Y•� 1 i I\ I ` '® I O3 6' HIGH PERIMETER WALL ANGELES SLUMP STONE PROTO II WALL WITH SACK FINISH AND 1st CPD Submittal CCP ' I I \ / MISSION COLOR TO MATCH ADJACENT PROPERTY'S WALL Const. Doc. - 08/21/07 C COLOR AND FINISH 1st CVWD Submittal 15 I CCP'� s I I I I I 4 X SINGLE PEDESTRIAN GATE TUBULAR STEEL Const. Doc. - 08/22/07 \ / e 2, 2nd CPD Submittal - " G 1 A/ I 3 SINGLE PEDESTRIAN GATE AT POOL TUBULAR STEEL Const. Doc. - 10/30/07 CCP ni BBQ BBQ UNIT TO BE SELECTED BY OWNER 2nd CVWD Submittal CCP x - 1 Const. Doc. - 10/30/07 '" I INTERIOR STREET LIGHTS SEE UTILITY CONSULTANT PLAN r 3 I ' I O • _ '� 3rd D Submittal CPD CCP / \ j TRASH ENCLOSURE / \ 0 EN LOSURE PER ARCHITECTURE PLANS Const. Doc. .�� ASPHALT PAVING PER CIVIL ENGINEERING PLAN 3rd CVWD Submittal CCP teal ��, _ �� Const. Doc. 11/27/07 1 10 6" BRASS DECK DRAINS TIE INTO SITE DRAIN LINE SYSTEM 7 - - - - ,.� 35 ®`' 1 �, - _ 11 POOUSPA PER POOUSPA CONTRACTOR ice\ I .I Y FURNITURE V 12 POOL FURN TO BE SELECTED BY OWNER 8 13 POOL EQUIPMENT ENCLOSURE PER DETAIL M--� CO O O CO 6 ® ® ® POOL COPING POURED IN PLACE BULL NOSE- 18"WIDTH. COLOR AND FINISH .� CQ a., 5 1 TO MATCH CONCRETE. BENCH SEATING MODEL NO B2472TB AVAILABLE THROUGH S 2 UGH AN DIEGO PRECAST � '� d� •� 1 CONCRETE COMPANY PH. 619-449-6810 FX. 619-449-5805 COLOR 4-) SELECTED MIN TWO WEEKS PRIOR TO START 1 OF CONSTRUCTION 'd O `er• AND FINISH TO BE I � d+ 33 1 NE PROTO II WALL WITH SACK FINISH Cd O U 16 ENTRY MONUMENT ANGELES SLUMP STONE p� AND MISSION COLOR TO MATCH ADJACE NT PROPERTY'S WALL COLOR AND FINISHjj •� w - - " O CONCRETE APRONS NATURAL CONCRETE-NO COLOR y 17 M _.___ PICNIC TABLES O .r 18 MODEL NO. TSR60R AVAILABLE THROUGH SAN DIEGO PRECAST O r'- CONCRETE COMPANY PH. 619-449-6810 FX. 619-449-5805 COLOR c�j •-� •� M- - ..•s AND FINISH TO BE SELECTED MIN. TWO WEEKS PRIOR TO START OF _. LO 26 a 17 I bo I. Q� CONSTRUCTION. (� ad 00 b 28 *- , PILASTER ANGELES SLUMP STONE WITH SACK FINISH AND MISSION COLOR ® � TO MATCH ADJACENT PROPERTY'S WALL COLOR AND FINISH O r _ - ,,;,, TOT LOT TO BE SELECTED BY OWNER � I 21 CALL BOX FOR ENTRY GATES ENTRY SYSTEM TO BE SELECTED BY OWNER __ ___, ' .8_ -__ _ yet 22 ENHANCE PAVING AT ENTRY SINGLE POUR, NO COLOR, MEDIUM WASH FINISH WITH SAW CUT _. - . .;> ',. •- - __....,. ----- -- JOINTS DIAGONAL 6 O.C. A SHOWN AND 18 SHINER BANDS 1 s� I p.NDSrr 4 — ®Q ,` l 23 ENHANCE PAVING AT REC. ENTRY COLOR AND DESIGN TO BE DETERMINED BY �,� AF LANDSCAPE ARCHITECT �t\CHARpy�' n I 0 2 s 0 0 ,4 I , rri ®... 24 U PERIMETER BLOCK WALL PER CIVIL ENGINEERING PLAN N 3 1 Z I 4, I 27 25 6 HIGH WALL ANGELES SLUMP STONE WITH SACK FINISH TO MATCH ADJACENT eb PROPERTY'S WALL FINISH. COLOR TO BE SELECTED MINIMUM i nature a TWO WEEKS PRIOR TO START SELECTED MINIMUM TWO WEEKS tt-27-07 - . _ o �� SJ. Date �P 1 r$i PRIOR TO START OF WORK m co I �� FO 2'-5' BOULDER STONE BOULDER -COLOR TO BE DESERT SAND SIZE TO BE 25%2 DIA., I 0 25%3' A. 25%4' DIA., 25%5'D E THROUGH - SOUTHWEST® DI EXPIRES -3 -2008 � I IA AVAILABLE RE 11 0 BOULDER&STONE PHONE: (760) 342-5522 L { T W "5 W ;;� 27 1"-4"COBBLE COBBLE AGGREGATE -COLOR TO BE DOS RIOS WITH CLEAN GRADED FINISH AVAILABLE THROUGH SOUTHWEST BOULDER - I &STONE PHONE: 5522 ,� NE 6 42 U) _ r-" G a � 7 0 3 0 cc p a 28 MOUND 36" HIGH MAX. O CV W C� CD �"� �a W - 00 ® ® ® I O T.S. FENCE ATOP CMU BLOCK WALL PROTO II WALL WITH SACK FINISH AND MISSION COLOR TO t_. ," 0 . _ 1 P TUBULAR STEEL FENCE ON TO OF ANGELES SLUMP STONE �^ a MATCH ADJACENT PROPERTY'S WALL COLOR AND FINISH d" g FIRE ACCESSIBLE GATE PER DETAILLU J �. 9 ® ; ® ...� O " 31 SS GATE PER DETAIL V r I Z PRIMARY VEHICLE ACCESS W ` GATE � LPL J I O SECONDARY VEHICLE ACCESS GA PER DETAIL — —� a� o000 G LIJ }r -- - I - - i I• 33 6' HIGH PERIMETER WOOD FENCE PER CIVIL ENGINEERING PLAN V Q CY) 0 Z 15 ® ® ® O X U 15 ® ® ® _ 34 6' HIGH PERIMETER BLOCK WALL BY OTHER I T G � 1 a I O THIGH EXISTING PERIMETER BLOCK WALL BY OTHER w 7 ® �... 1 — _. 5' DOCD Q00 $ �.. G _ " �: � _� 35 � � w a ..... _. �.� \ / \ ._.. Ye w ® \ / I N T W ,. _ GENERAL GRADING O ES I �` ®® � I 1. CONTRACTOR TO VERIFY GRADES AND NOTIFY LANDSCAPE ARCHITECT PRIOR TO START OF p _ 1 1 z zz.. GRADING WORK. C7 e a A 5 r 2. ALL DRAIN LINES TO DRAIN AT 1% MINIMUM WITH SMOOTH CONTINUOUS FALL. • I / \ I 3. ALL TOP SURFACES OF STEP TREADS TO SLOPE AT 1 /o FOR DRAINAGE. Z I 4. ALL PLANTED AREAS TO SLOPE TO CATCH BASINS AT 1y% MINIMUM SLOPE UNLESS Q ®® c 0 ❑® I/ I OTHERWISE NOTED. W 3 1 5. ALL EXISTING GRADES SHOWN PER CIVIL ENGINEERS PLANS M •Cz 6. ALL PROPOSED PAVING SURFACES SHALL MEET EXISTING PAVING SURFACES WITH z SMOOTH AND CONTINUOUS TRANSITION AND FLUSH ALONG ENTIRE EDGE. Q C O G / / \ 30\ ` 19 6 18 6 34 1 7. CONCRETE WALKS TO HAVE A MAXIMUM CROSS SLOPE OF 2%AND SHALL MEET ALL LOCAL, T •� 34 i COUNTY AND TITLE 24 REQUIREMENTS. Q O 1 V a, M J GENERAL CONSTRUCTION NOTES I cM -� � 8. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS, EXISTING � W � � ` 1. ALL DIMENSIONS ARE TAKEN FROM CURB FACE. BUILDING FACE ORE GE OF PAVING, DRAINAGE STRUCTURES, STREET IMPROVEMENTS, SLOPES AND FINISH FLOOR ELEVATIONS T � 00 UNLESS OTHERWISE NOTED ON PLAN. THE DIMENSIONS ARE SHOWN F02 APPROXIMATE LINE WITH THE ENGINEER. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY UPON ANY M CV ( AND RADII. CURVES ARE TO HAVE CONTINUOUS AND SMOOTH TRANSITI NS WITHOUT ABRUPT DISCREPANCIES. W � Q CHANGES OR BENDS. I jr 0 1 9. CONTRACTOR SHALL VERIFY PROPOSED DRAINAGE INVERTS. W W (.� E 2. ALL FORMS AND ALIGNMENT OF PAVING SHALL BE INSPECTED AND APROVED BY THE Cn a- Q CU 1 I LANDSCAPE ARCHITECT PRIOR TO POURING. GIVE MINIMUM OF 48 HOUR$ NOTICE. 0. DAYLIGHT DRA NLINE THROUGH FACE OF EXISTING CURB 1 ABOVE FLOWLINE. EXACT Q INVERT TO BE VERFIED IN FIELD. W V 3. FOR SITE GRADING SEE GRADING PLANS. I 0 ELECTRICAL LUMINAIRE LEGEND � � 11. ALL FINISH GRADES IN PLANTED AREAS SHALL BE 1y BELOW ADJACENT PAVING Cn 4. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION AND SURFACES UNLESS OTHERWISE NOTED. 0 ` , SHALL BE HELD LIABLE FOR ALL DAMAGES INCURRED. 8"DIA BOLLARD I 12. ALL FLASH WALLS SHALL FOLLOW FINISH GRADE. J Q \� 5. CONTRACTOR SHALL NOTE AND INSTALL SLEEVE LOCATIONS SHOWN'ON IRRIGATION PLAN Q J o ARCHITECTURAL SCONCE AND CONSTRUCTION PLAN. 13. ALL WALKS AND CONCRETE SURFACES SHALL BE INSTALLED PER TITLE 24 HANDICAP STANDARDS. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY UPON ANY DISCREPANCIES 0 DAMP/WET LOCATION 6. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE LATEST UNIFORM BETWEEN THE DESIGN AND TITLE 24 REQUIREMENTS. BUILDING CODE. LP20 LUMINAIRE 7. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. CONSTRUCTION ARCHITECTURAL SYMBOL LEGEND 8. CONTRACTOR MUST CHECK ALL DIMENSIONS, FRAMING CONDITIONS AND SITE CONDITIONS \ BEFORE STARTING WORK. LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY PLAN CAR PORT DISCREPANCIES OR POSSIBLE DEFICIENCIES. �� \� KEY MAP G GARAGE 9. CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED SIMILAR TO THE DETAILS UTILITY SYMBOL LEGEND FOR THE RESPECTIVE MATERIALS. DRAWN LANDSCAPE SYMBOL LEGEND 10. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. ALL CCP MEDIUM PRIMARY PULLBOX-FLUSH ® TYPICAL A.C. LOCATION BRACING, TEMPORARY SUPPORTS, SHORING ETC. IS THE SOLE RESPONSIBILITY OF THE ® BOULDER 2' S BOULDER STONE BOULDER COLOR TO BE DESERT SAND CONTRACTOR. OBSERVATION VISITS TO THE JOB SITE BY THE LANDSCAPE ARCHITECT DO NOT CHECKED SIZE TO BE 25%2'DIA.,25%3'DIA.,25%4' DIA.,25%5-DIA. � WATER METER INCLUDE INSPECTION OF CONSTRUCTION METHODS AND SAFETY CONDITIONS AT THE AVAILABLE THROUGH-SOUTHWEST BOULDER&STONE B.H. WORKSITE. THESE VISITS SHALL NOT BE CONSTRUED AS CONTINOUS AND DETAILED a �: � PHONE: 760 342 5522 ° �'? DATE ( ) TRANSFORMER PAD STORM DRAIN CATCH BASIN INSPECTIONS. ABOVE GROUND TRANSFORMER WITH CURB DEPRESSION ���. 06/07/07 ^o COBBLE 1"-4"COBBLE COBBLE AGGREGATE-COLOR TO BE DOS RIOS WITH 11. DESIGN, MATERIALS, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED BELOW o� ' "Z.� Y SCALE CLEAN GRADED FINISH. ` ® BACKFLOW PREVENTER ti " t� ' O �. AVAILABLE THROUGH-SOUTHWEST BOULDER&STONE t OR INDICATED ON THE DRAWINGS MAY BE CONSIDERED FOR USE PROVIDED PRIOR APPROVAL z O ystr r g EXISTING SWITCH ENLOSURE POINT OF CONNECTION GAS IS OBTAINED FROM THE OWNER LANDSCAPE ARCHITECT,AND THE APPLICABLE GOVERNING 0 40Al PHONE: 760 342 5522 ' aa � fia t ( ) (PER IID PLANS,CHECK WITH ROY JACOBSEN) POINT OF CONNECTION-SEWER CODE AUTHORITY. \ ;� c a ? t u JOB NO. .�- MOUND-NO HIGHER THAN 36"FROM TOP OF ASPHALT FIRE HYDRANT — — — POINT OF CONNECTION WATER " * 12. ALL CONCRETE COLORS TO BE SELECTED 2 WEEKS PRIOR TO INSTALLATION. _. DECOMPOSED GRANITE: 101`1\1!111�1,ix'` SHEET �: O — FIRE RISER LOCATION YE AFTER COMPACTION)INSTALLED IN ALL SHRUB BEDS ,2"DEPTH LAYER( C ) 13. ALL STRUCTURAL SPECIFICATIONS FOR ALL CONSTRUCTION ITEMS SHALL BE PER SOILS is COLOR-'DESERT GOLD' ❑ AREA DRAIN-PLANTER ENGINEER, STRUCTURAL ENGINEER OR CIVIL ENGINEERS RECOMMENDATIONS. NORTH 2 8 L_3 CONTRACTOR TO SUBMIT SAMPLE TO CITY FOR APPROVAL 0 AREA DRAIN-HARDSCAPE SCALE : 1 ' = 20' NTS OF 16 s O SIGNAGE UNDER SEPARATE PERMIT DATE - REVISIONS BY O 2 X 4 X 12 BRICK CAP 1st CPD Submittal CCP OWALL -8 X 8 X16 CMU BLOCK -ANGELES SLUMP STONE PROTO II WALL WITH SACK Concept - 04/24/07 5 FINISH AND MISSION COLOR TO MATCH ADJACENT PROPERTY'S WALL COLOR AND Q Plan Check - Bldg CCP Resubmittal 6/13/07 / FINISH. AVAILABLE THROUGH ANGELUS BLOCK CO. OR APPROVED EQUAL. TEL: 2nd CPD Submittal CCP 4 (909)350-0224 Concept - 07/5/07 ® 30"SQ. CHIESELED PILASTER CAP -COLOR TO BE SELECTED BY LANDSCAPE Q Plan Check - Bldg CCP ARCHITECT TO COORDINATE WITH ARCHITECTURAL COLORS. SELECTED MIN. TWO 2 Resubmittal7/13/07 WEEKS PRIOR TO START OF CONSTRUCTION. 1 st CPD Submittal CCP AVAILABLE THROUGH CULTURED STONE OR APPROVED EQUAL. Const. Doc. - 08/21/07 TEL: (949)347-6904 1 st CVWD Submittal CCP OPILASTER -8 X 8 X18 CMU BLOCK -ANGELES SLUMP STONE WITH SAfK 'FINISH AND MISSION Const. Doc. - 08/22107 2nd CPD Submittal COLOR TO MATCH ADJACENT PROPERTY'S WALL COLOR AND FINISH. AVAILABLE THROUGH Const. Doc. - 10/30/07 CCP ANGELUS BLOCK CO. OR APPROVED EQUAL. TEL: (909) 350-0224 © FINISH SURFACE/FINISH GRADE - 2nd CVWD Submittal CCP Const. Doc. - 10/30/07 CONSTRUCTED PER SOILS ENGINEER'S 3rd CPD Submittal CCP P Const. Doc. - 11/16/07 NOTE: 3rd CVWD Submittal CCP A SEE STRUCTURAL ENGINEERS SHEETS FOR ALL STRUCTURAL 1 Const. Doc. - 11/27/07 DETAILS AND CALCULATIONS 1O 30" SQ. CHIESELED PILASTER CAP -COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT TO COORDINATE WITH ARCHITECTURAL COLORS. SELECTED MIN.TWO WEEKS PRIOR TO START OF CONSTRUCTION. AVAILABLE THROUGH CULTURED STONE N OR APPROVED EQUAL. TEL: (949)347-6904 V OPILASTER-8 X 8 X16 CMU BLOCK -ANGELES SLUMP STONE WITH SACK FINISH AND MISSION ~ CO ` ' COLOR TO MATCH ADJACENT PROPERTY'S WALL COLOR AND FINISH. AVAILABLE THROUGH CQ CO CQ 3 3 ANGELUS BLOCK CO. OR APPROVED EQUAL. TEL: (909)350-0224 ..:._ O 2 O STUCCO OVER CMU BLOCK-ANGELES SLUMP STONE WITH SACK FINISH -COLOR TO � •p MATCH ADJACENT PROPERTY'S WALL FINISH-COLOR � it 1 co ,',•:t4: ;: . f: TO BE SELECTED MINUMUM TWO WEEKS PRIOR TO START OF WORK Q O C° O FINISH SURFACE -CONCRETE PAD - CONSTRUCTED PER SOILS dam+ ENGINEER'S REPORT. O� �.:.»:: .. . .. Ix U 4 19'-01, : 19'-0" 10 NOTE: O .a SEE STRUCTURAL ENGINEERS SHEETS FOR ALL STRUCTURAL v ^� DETAILS ANDCALCULATIONSa I U /\/\//\//\/\/\ ' ad co 3 U 1 \ \ \ \ \ \ \ \ \ \ - �p,NDSCgA r .. HA rri Li D ,- C� . .a. .. . . .a . , .. : . . . .. .. _ . . .'. '. .. � i nature 9 •''♦'` 'i' '' 1 1 27 07 Date �P TF OF CA��F° EXPIRES 11 -30-2008 CMU BLOCK MONUMENT SIGNWALL WSTUCCO "2" = V- -/ B CMU BLOCK PILASTER 1/2 — 1 0 U � FINISH _j co c Ir I C\j 4 1 � O � M > 00 3 � 2 5 r O2 X 4 U X 12 BRICK CAP � J .i � � O TUBULLAR STEEL FENCE W W CO Q Cn I > N W O WALL-8 X 8 X16 CMU BLOCK -ANGELES SLUMP STONE PROTO II WALL WITH SACK W FINISH AND MISSION COLOR TO MATCH ADJACENT PROPERTY'S WALL COLOR AND Q : CO FINISH. AVAILABLE THROUGH ANGELUS BLOCK CO. OR APPROVED EQUAL. TEL: O Q 4 (909)350-0224 U LO 2 1 — N X 4 O 30"SQ. CHIESELED PILASTER CAP-COLOR TO BE SELECTED BY LANDSCAPE Q W10� N ARCHITECT TO COORDINATE WITH ARCHITECTURAL COLORS. SELECTED MIN. TWO Q Z ,�_ 5 WEEKS PRIOR TO START OF CONSTRUCTION. Z 3 3 3 AVAILABLE THROUGH CULTURED STONE OR APPROVED EQUAL. Ir i TEL: (949)347-6904 W '. '. •'.-• .••'•• �•,f''• • '•`•°.:-' '"••'�'"".•�•}•'� O PILASTER-STUCCO OVER CMU BLOCK-ANGELES SLUMP STONE WITH SACK � (n � NI HTO . .. .•.4.•h••..•.•.. .. f.•.::..:.,•:.••::•.•.:,•.,••,...:•.4.•"•••>.:•:••.::•: •....:....:...::.. a . ,. ;, ,..,...:..• .. � TO BE SELECTED • .t. ._. . ..'•r.., ., , •,.••��.w..::♦•.• -•�:•••:,.f.:._: •': :•=.J'•P•,I.'. .`.4.'h••\.=•:••.:••i :».:.J., .,••i: • •,:...••.,.;,..._• .. .y.V:.:•.4.•h... MATCH ADJACENT PROPERTY'S WALL FINISH COLOR 7 U MINUMUM TWO WEEKS PRIOR TO START OF WORK L • '•h••c.=•:•• •• ,.t • •• 4 " • •- •• SURFACE/FINISH GRADE -CONSTRUCTED PER SOILS ENGINEER'S RE . 4. ._... .. • ._ .. .. � 6 FINISH SU G 'S PORT. w . ,... NOTE: "' SEE STRUCTURAL ENGINEERS SHEETS FOR ALL STRUCTURAL � IImo^, �'/^� .. ._ .. .. .� h .. .. _.:.,.,...•. .. . C7 DETAILS AND CALCULATIONS Z z ,t.: .. . .. ,.t. :t .. . .. Z J U 6 Cz LU ••: w T CC Z < LU 0 0 _j T_ Cz SECTION VIEW o w 00 ELEVATION VIEW r > Co cn W cy) (D CMU BLOCK WALL W/ STUCCO FINISH AND TUBULAR STEEL FENCE W W Q E wQ Cz 0 U � OFINISH GRADE/FINISH SURFACE C Q 3 2 O WALL-8 X 8 X16 CMU BLOCK -ANGELES SLUMP STONE PROTO II WALL WITH SACK J Z 6 5 4 FINISH AND MISSION COLOR TO MATCH ADJACENT PROPERTY'S WALL COLOR AND Q 8'-0" O.C. TYP. FINISH. AVAILABLE THROUGH ANGELUS BLOCK CO. OR APPROVED EQUAL. TEL: J (909) 350-0224 OWALL CAP -2 X 4 X 12 BRICK O1"X 1 1/2"TUBULAR STEEL TOP AND BOTTOM RAILS . :• ;• �� \ 5/8 TUBULAR STEEL PICKETS AT 8 O.C. w :. �.. CONSTRUCTION r• t f. © 2" SQ. TUBULAR STEEL POST DETAILS NOTE: o J r.. . :. .. . ` ,.t.•._ « . :" _. ALL WELDS TO BE GROUNDSMOOTH. 2 (J f DRAWN o :. :, ^ , t :;. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PRIOR TO CONSTRUCTION CCP a y: 1 CHECKED " :.;. ALL STEEL SH ALL ALL BE PA INTED AINTE D WITH ONE PRIME R AT CO AND TW. . O COATS v : OF SEMI-GLOSS ENAMEL P B.H. O .,4. , • PAINT. ,.: ._ .. ., DATE L COLOR TO COORDINATE WITH ARCHITECTURAL ACCENT COLORS. 06/07/07 0 REQUEST FOR COLOR SELECTIONS SHALL BE SUBMITTED TO THE SCALE LANDSCAPE ARCHITECT MIN. TWO WEEKS PRIOR TO THE START OF CONSTRUCTION. JOB NO. 4i SEE STRUCTURAL ENGINEERS SHEETS FOR ALL STRUCTURAL a DETAILS AND CALCULATIONS SHEET 0 J 4. D TUBULAR STEEL FENCE ATOP ��2�- = L-4zCMU BLOCK WALL W/ STUCCO FINISH g OF 16 SHEETS DATE - REVISIONS BY 1 st CPD Submittal CCP 4" 6" Concept - 04/24/07 -mac- 7 Q Plan Check- Bldg CCP I I Resubmittal 6/13/07 10 1O TUBULAR STEEL FENCE 2nd CPD Submittal CCP 8 Concept - 07/5/07 O8 X 8 X16 CMU BLOCK WALL WITH SACK FINISH COLOR TO BE SELECTED Q Plan Check - Bldg CCP BY LANDSCAPE ARCHITECT TO COORDINATE WITH ARCHITECTURAL Resubmittal 7/13/07 COLORS. SELECTED MIN. TWO WEEKS PRIOR TO START OF 1st CPD Submittal CCP CONSTRUCTION. AVAILABLE THROUGH ANGELUS BLOCK CO. OR Const. Doc. - 08/21/07 iv APPROVED EQUAL. TEL: (909) 350-0224 1 st CVWD Submittal CCP Const. Doc. - 08/22/07 ALL TH SACK /1 OOLOR TO EQUIPMENT BE SELECTED BY LANDSCAPE ARCHITECT CT I O COORDINATE FINISH, Const.2nd GPD 0 0/07 ubmittal CCP 8 1 10 9 WITH ARCHITECTURAL COLORS. SELECTED MIN. TWO WEEKS PRIOR TO 2nd CVWD Submittal 7 START OF CONSTRUCTION. AVAILABLE THROUGH ANGELUS BLOCK CO. Const. Doc. - 10/30/07 CCP OR APPROVED EQUAL. TEL: (909) 350-0224 3rd CPD Submittal CCP g 8 Const. Doc. - 11/16/07 4' 2' 8 4" 6" 101, 7 ® 4. 3" DIA GALV. STEEL POST. INSTALL IN 18" WIDE X 48" DEEP CONCRETE 3rd CVWD Submittal CCP 6 1 -10 8 6 1 FOOTING. CONTRACTOR SHALL VERIFY FOOTING DIMENSIONS WITH SOILS Const. Doc. - 11/27/07 REPORT RECOMMENDATIONS. CD 7 00 6 10 --COS O 3. T WIDE METAL ACCESS GATE WITH LATCH. 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'.LY Y r, ♦,..,•, 1•:'iw•—' ..Y..I.,"♦ 3 V»•iy .i;y vi/:•M \•i/:iA•i.:.•L•.'.:'x.'.ir.:«•.7 x4r vi/:♦w✓..ri..•.'.::•TrJ..f,r.l••k•,.�.•vlriw'..;n.•i.•:'••SY.1r.:,.:.v ilk,•ys.\::^,.\rp t'.« nsJ»':.. .;ss-.+.e,;.:.•+.4,•.�'\ t vt^' y - yi• ;R. ., :..i•: , ° •.tl{.w^r✓.:Y�l f.Mll,yiJ•\tI;.A✓.•^ w".i a N(J �N. •X . ••J'• O °� /� �� U ••h w r•♦I. M: YY I.. ri• , :iw: �r•Y• :f..a^' �6T n/. ✓ ,' •.;: _:�• _ti .•3: ,.•.' .•� _,. CUT AND WELD T POST, TYP. ,/".1•✓...';I:k.s:`.+.i�i:.••e•.iiy..Y:A:.•..:..:'.k•».+:.�i.•.1 ,•!,✓.:iP•j.✓..:J.k•.-`r �i..,.•x•i.k`v .md•.i:«rai..•...'.:�G•..".....:L., •,.i,✓.•.1:�.•.». i vi• .a.,t• ..:t: a.,a, .•?'.,.:`. V U O ✓.« .:fi•.^afw_k'. o�eti•i..!\.I:J•.r.« :.!+M.bi•rl:�q•,•:u t'.r...F.•... 4 •t t O11 II 11 � •O� � ° 4 X 6 X 1/4 STEEL LATTICE, WELD �0 �+ d CONNECTION TO BEAM CONTINUOUS, TYP. SIDE VIEW 2 2 3 5 4 2 WELD 1/4"THICK PLATE CAPS TO BOTH ENDS. r� ELEVATION VIEW ° •a 10 WALL CAP - 2 X 4 X 12 BRICK a '� U Cd co 11 FINISH GRADEco Cq V O� NOTE: = a ...i 1 SEE STRUCTURAL ENGINEERS SHEETS FOR ALL STRUCTURAL DETAILS AND CALCULATIONS a POOL EQUIPMENT ��p.NDSOgA� 1 2 2 1 R�CHARD y�0 3 j 0, 40,3 �92 m 4 * ignature 11-27-07 5 S�T pate F OF. CAL�FO EXPIRES 11 -30-2008 PLAN VIEW J cc to J o POOL EQUIPMENT ENCLOSURE WITH TRELLIS 1/4" = 1�o" C'7 j � 00 O p 7 8 5 Q U 5' 6 4 U CD N Q 3 3 W Q L.L O CONCRETE FOOTING. CONTRACTOR SHALL VERIFY NOTE: Q Z 0 Q LM ,.::: •,•::.:::•,<•.: :,.': /.:_:.: :'::.<•.•. :,. ' CONSTRUCTION OF FOOTING PER SOILS REPORT PRIOR ALL WELDS TO BE GROUND SMOOTH. O X U CV . .• TO THE START OF CONSTRUCTION. J Q w � Cfl O FINISH GRADE/FINISH SURFACE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PRIOR TO Q Z 00 .I` ••:,.t.:._=.'. •..::t : ..;,...:._= :•t.... CONSTRUCTION Z O 2" SQ. TUBULAR STEEL POST i .,.:._: : '.: :�-• _ •�•:._: . '• <•• ALL STEEL SHALL BE PAINTED WITH ONE PRIMER COAT AND LU ® 5/8" TUBULAR STEEL PICKETS AT 8"O.C. TWO COATS OF SEMI-GLOSS ENAMEL PAINT. . O 1"X 1 1/2"TUBULAR STEEL TOP, BOTTOM AND MIDDLE RAILS W z° COLOR TO COORDINATE WITH ARCHITECTURAL ACCENT z �j © PILASTER - 8 X 8 X16 CMU BLOCK -ANGELES SLUMP STONE COLORS. REQUEST FOR COLOR SELECTIONS SHALL BE _ t: ': ..:. :;.,,...�•„•:• ,,: ;.:. ::.,,..:;•a,.: WITH SACK FINISH - COLOR TO BE SELECTED BY SUBMITTED TO THE LANDSCAPE ARCHITECT MIN. TWO WEEKS 2 LANDSCAPE ARCHITECT TO COORDINATE WITH PRIOR TO THE START OF CONSTRUCTION. r:: ;•...::',...:„.!. :,t:.• •,••..:: . .; ..,. ARCHITECTURAL COLORS. SELECTED MIN. TWO WEEKS PRIOR TO START OF CONSTRUCTION. AVAILABLE THROUGH SEE STRUCTURAL ENGINEERS SHEETS FOR ALL STRUCTURAL .:•./.:._= ...::_.<•••.: PT .:••,.:._= ::;.-• ANGELUS BLOCK CO. OR APPROVED EQUAL. TEL: (909) 1Q z �v 350-0224 DETAILS AND CALCULATIONS z Q O KEY LOCK- SELECTED BY OWNER w � III III III III III III ' — — III—I I I—III . I I I I � M II -III III III III III III III III II—II III O T `� _ $ TUBULAR STEEL SELF CLOSING LATCHING GATE III II III — z •i II-III— 1 Q w ° Q 0- r U O B SINGLE PEDESTRIAN GATE WITH PILASTER 1/2" o w 00 M r > CM vi W CO a) OCONCRETE FOOTING. CONTRACTOR SHALL VERIFY 0 ~ CONSTRUCTION OF FOOTING PER SOILS REPORT PRIOR O CONCRETE FOOTING. CONTRACTOR SHALL VERIFY W W (, E 5 CONSTRUCTION OF FOOTING PER SOILS REPORT PRIOR Q — 7 TO THE START OF CONSTRUCTION. � � 9 8 TO THE START OF CONSTRUCTION. w Q z 6 4 I`2 FINISH GRADE/ FINISH SURFACE 7 5 O FINISH GRADE/FINISH SURFACE Q () 8 11 11 3 3 O 2 SQ. TUBULAR STEEL POST 6 4 O 2 SQ. TUBULAR STEEL POST Cn ® 5/8"TUBULAR STEEL PICKETS AT 8" O.C. ® 5/8"TUBULAR STEEL PICKETS AT 8"O.C. J z O 1" X 1 1/2"TUBULAR STEEL TOP, BOTTOM AND MIDDLE RAILS 3' 3 O 1"X 1 1/2"TUBULAR STEEL TOP, BOTTOM AND MIDDLE RAILS a O6 WELD 4"X 4"X 3/8" STEEL PLATES TO BOTTOM OF POST. ANCHOR WITH FOUR -3/8" EXPANSION BOLTS. © WELD 4" X 4" X 3/8" STEELS PLATES TO BOTTOM OF POST. ANCHOR WITH FOUR -3/8 EXPANSION BOLTS. O KEY LOCK- SELECTED BY OWNER O KEY LOCK- SELECTED BY OWNER ® TUBULAR STEEL SELF CLOSING LATCHING GATE c0 8 TUBULAR STEEL SELF CLOSING LATCHING GATE CONSTRUCTION T STEEL SUPPORT. . . HEAVY GAUGE GALV. MESH WITH MAX. O S f�PO NOTE: DETAILS E S COLOR TO MATCH GATE. MESH INSTALLED ON POOL GATES ONLY. zo ALL WELDS TO BE GROUND SMOOTH. 2 NOTE: CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PRIOR TO CONSTRUCTION ALL WELDS TO BE GROUND SMOOTH. 2 ALL STEEL SHALL BE PAINTED WITH ONE PRIMER COAT AND TWO COATS DRAWN `� OF SEMI-GLOSS ENAMEL PAINT. CCP CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PRIOR TO 77 CHECKED I—III I I — - III-1 I I III III - III N COLOR TO COORDINATE WITH ARCHITECTURAL ACCENT COLORS. B.H. •fi •:•s REQUEST F R L RSELECTIONSHALL BE BMITTED T THE O S SU O COO I III III III—I I III '. I I ALL STEEL SHALL BE PAINTED WITH ONE PRIMER COAT AND — — — — — DATE — — LANDSCAPE ARCHITECT MIN. TWO WEEKS PRIOR TO THE START OF —III I I III TWO COATS OF SEMI—GLOSS ENAMEL PAINT. I I III I I _ _ _ a III III III III I I 1 = — — �:.F = CONSTRUCTION. 06/07/07 0 COLOR TO COORDINATE WITH ARCHITECTURAL ACCENT I I I — I I III—I I ( 111—I I III I I SCALE N COLORS. REQUEST FOR COLOR SELECTIONS SH ALL BE Q I III I I . TW MIN O N SUBMITTED T THE LANDSCAPE ARCHITECTcos o WEEKS PRIOR TO THE START OF CONSTRUCTION. SU O S w a 0 SHEET O J D_ X I W , „ , „ L-5 z 1/2 = 1 -0 1/2 = 1 -0 5 ATE AND FENCE AT POOL SINGLE PEDESTRIAN GATEG SINGLE D OF 16 SHEETS i i O CONCRETE FOOTING. CONTRACTOR SHALL VERIFY DATE - REVISIONS BY 12' 12 CONSTRUCTION OF FOOTING PER SOILS REPORT PRIOR 4 5 TO THE START OF CONSTRUCTION. 1st CPD Submittal CCP 3 6 Concept - 04/24/07 5 4 20 FINISH GRADE/ FINISH SURFACE Ran Check esubmittal - Bldg CCP 7 O 2"SQ. TUBULAR STEEL POST 2nd CPD Submittal -- _ _----- CCP — 3 Concept - 07/5/07 ® 5/8"TUBULAR STEEL PICKETS AT 8" O.C. Q • 2 Plan Check - Bldg CCP t.:._: •. •:.:: .<•.� .. Resubmittal 7/13/07 OF O 1"X 1 112"TUBULAR STEEL TOP, BOTTOM AND MIDDLE RAILS 1 st CPD Submittal CCP .r...: „... Const. Doc. - 08/21/07 © PILASTER -8 X 8 X16 CMU BLOCK - ANGELES SLUMP STONE WITH SACK FINISH AND MISSION COLOR TO MATCH ADJACENT PROPERTY'S WALL COLOR AND FINISH. 1 st CVWD Submittal CCP ••:••,•.t,:._: •.••..�:•�.<•••� Const. Doc. - 08/22/07 AVAILABLE THROUGH ANGELUS BLOCK CO. OR APPROVED EQUAL. TEL: (909) 350-0224 :•:,.,.:._:. .;.....:::•,....„. ;•,.t.:._: ...r. 2nd CPD Submittal 7 KNOX KEY SWITCH -AVAILABLE THROUGH KNOX COMPANY Const. Doc. - 10/30/07 CCP 2nd CVWD Submittal ao t•; ;•..w MODEL#3502 (800) 552-5669 CCP Const. Doc. - 10/30/07 NOTE: 3rd CPD Submittal CCP Const. Doc. - 11/16/07 ALL WELDS TO BE GROUND SMOOTH. • 3rd u mittal CCP Const. Doc. - 11/27/07 r:._: ;:...::,. .., 2 CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PRIOR TO CONSTRUCTION : •t::._= : .::_.<•• _ ALL STEEL SHALL BE PAINTED WITH ONE PRIMER COAT AND TWO COATS OF SEMI-GLOSS "' ENAMEL PAINT. U TM 1� �1 �1 M �1 �1 1� 1� 11 1� ffml .11 1� �1 11 1� 11 �1 11 1� �1 1� flv COLOR TO COORDINATE WITH ARCHITECTURAL ACCENT COLORS. REQUEST FOR COLOR co C r • . . ... ... SELECTIONS SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT MIN. TWO WEEKS PRIOR TO /�� III III III II I cG . a 1e�[ II I I 1EEI I I I I I I I I I I f D: — — — THE START OF CONSTRUCTION. o� 1 II I I L=UI � SEE STRUCTURAL ENGINEERS SHEETS FOR ALL STRUCTURAL '''' d+ •'4 — III III III III II II II III III- I III III II III I I III III III III III I � II II DETAILS AND CALCULATIONS +� CIO a III—III—III III III III III III III U •-• o � 'd 0 U A PRIMARY VEHICULAR ACCESS GATE 1/2" -0" 7 11 12' 12' 5 CONCRETE FOOTING. CONTRACTOR SHALL VERIFY CONSTRUCTION OF ad co QI � I U 4 3 6 O FOOTING PER SOILS REPORT PRIOR TO THE START OF CONSTRUCTION. G-i d' 0 5 Cd 8 4 O FINISH GRADE/FINISH SURFACE O� • 3 O 2 SQ. TUBULAR STEEL POST � � ;::, ::: r ,: ,.:..,;•.:.::.::, ;.• ® 5/8"TUBULAR STEEL PICKETS AT 8" O.C. 1.4 O 1"X 1 1/2"TUBULAR STEEL TOP, BOTTOM AND MIDDLE RAILS © PILASTER-8 X 8 X16 CMU BLOCK -ANGELES SLUMP STONE WITH SACK FINISH AND p,NDSrr MISSION COLOR TO MATCH ADJACENT PROPERTY'S WALL COLOR AND FINISH. .;:,•, :; ;;, t.:._: . •.. -•..:.• flH fl� UHAIH fll fli III 1� �1 AVAILABLE THROUGH ANGELUS BLOCK CO. OR APPROVED EQUAL. TEL: (909) 350-0224 Ft\CHARp,S,� w ,. :.• : :....„ O ADJACENT BLOCK WALL 3 � 0 240 w . zot :.,•,. : ... ,.., ® rri KNOX KEY SWITCH -AVAILABLE THROUGH KNOX COMPANY •.t.:...- .. :�c••. MODEL#3502 (800)552-5669 * gnature :.... . >>—27-07 ,.t.:._:''•w .. •:•,•,...,. : NOTE: sj. Date �P 2 ALL WELDS TO BE GROUND SMOOTH. t: . F CA CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PRIOR TO CONSTRUCTION •7..:,.t:. :.. :••, . ,:...:,.,•;:••; .w..•,::•,,.,:„ .. w .. . . EXPIRES 11-30-2008 ' N ALL STEEL SHALL BE PAINTED WITH ONE PRIMER COAT AND TWO COATS OF SEMI-GLOSS /, ENAMEL PAINT. COLOR TO COORDINATE WITH ARCHITECTURAL ACCENT COLORS. REQUEST FOR COLOR 1�• •I III III III III ;•.� .. ..;.,:. ._.. . �.. .' ' :., ,...,� •' ••.... ':. ' . .... :.' :• .. . . • ., ...- . . SELECTIONS SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT MIN. TWO WEEKS PRIOR TO j e: 111 III II THE START OF CONSTRUCTION. _j cn co III 111 III III III III III III III III III III III III III III III III III III III I — ° SEE STRUCTURAL ENGINEERS SHEETS FOR ALL STRUCTURAL J O N 1 (n CU DETAILS AND CALCULATIONS -III III III III III III-III III III II M > � 0 0 � � T Q ti F- >- U C0 0) L B SECONDARY VEHICULAR ACCESS GATE 1/2LLJ= � Q U � X (n ( N Q O LL FINISH GRADE/FINISH SURFACE W Q (� 11'-7" 11'_7° 2 WALL- 8 X 8 X16 CMU BLOCK -ANGELES SLUMP STONE PROTO II WALL WITH SACK Q z CM O _ � Q � FINISH AND MISSION COLOR TO MATCH ADJACENT PROPERTY'S WALL COLOR AND CC O N (� N 6 5 4 FINISH. AVAILABLE THROUGH ANGELUS BLOCK CO. OR APPROVED EQUAL. TEL: (909) G p X (0 7 350-0224 J Z W CV 3 O co KNOX KEY SWITCH -AVAILABLE THROUGH KNOX COMPANY z �> MODEL#3502 (800) 552-5669 � _ 00 2 W ® PILASTER-8 X 8 X16 CMU BLOCK -ANGELES SLUMP STONE WITH SACK FINISH AND Q f— R T MATCH ADJACENT PROPERTY'S WALL COLOR AND FINISH. �•' MISSION COLD O C • •' ' :" ' AVAILABLE THROUGH ANGELUS BLOCK CO. OR APPROVED EQUAL. TEL: (909) 350-0224 z � .� : ... . ... t.: . .. . . ,. . : O 2" SQ. TUBULAR STEEL POST _ AT 8 O.C. ,, ��•_ 6 5/8"TUBULAR STEEL PICKETS " AND MIDDLE RAIL't°•- •�• �"•` O 1" X 1 1/2"TUBULAR STEEL TOP, BOTTOM S . . ao _. :.,..:..: ' NOTE: z Z W J - . ALL WELDS TO BE GROUND SMOOTH. C M T t� CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PRIOR TO CONSTRUCTION L BE PAINTED WITH ONE PRIMER COAT AND TWO COATS OF SEMI-GLOSS t.: :.,.,. ALL STEEL SHALL Q W O O ]TL `'F" • ENAMEL PAINT. ^�^ J I..L T Cz co co = _ COLOR TO COORDINATE WITH ARCHITECTURAL ACCENT COLORS. REQUEST FOR COLOR V I� .s. :...:. .. . ..•':...:. .'. .. . � ... �. •. .. ::.. -' �. ..,. . .. : .. ...:. — — — D T THE LAND�+/CAPE AR(�HITE/+T MIN. TWO WEEK+ PRIOR T .d...• ,......,• .. e. ... .� �i O SC C C Jc+ O• SELECTIONS SHALL BE SUBMITTE M —� (� � I I III III III III III III I II I _ o III I _III II f-III II I III - w . . '.. .. ... . . . ... . �• F CONSTRUCTION.TION THE START O CO S UC > N II III I II III-1 — II III III III W CO —III III III III III III III III III III I 1 (-1 I I III I I (—III III III III III 11 I—III III—III I SEE STRUCTURAL ENGINEERS SHEETS FOR ALL STRUCTURAL ~ 0 —III—III III III III-III III III III I DETAILS AND CALCULATIONS — W W Q E Cn Cz W Q EMERGENCY VEHICULAR ACCESS GATE 1/2 -° o Q.EQ. 4 J Q 8' 8" Q 5 J 3 O CONCRETE FOOTING. CONTRACTOR SHALL VERIFY CONSTRUCTION OF FOOTING PER SOILS REPORT PRIOR TO THE START OF CONSTRUCTION. T O FINISH GRADE/ FINISH SURFACE 3 2" SQ. TUBULAR STEEL POST CONSTRUCTION - O coDETAILS c /� t ® 5/8"TUBULAR STEEL PICKETS AT 8" O.C. ETA I L ifl O 1"X 1 1/2"TUBULAR STEEL TOP, BOTTOM AND MIDDLE RAILS N NOTE: 2 DRAWN ALL WELDS TO BE GROUND SMOOTH. CCP CHECKED CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PRIOR TO CONSTRUCTION1VUH B.H. ALL STEEL SHALL BE PAINTED WITH ONE PRIMER COAT AND TWO COATS OF SEMI-GLOSS DATE = ENAMEL PAINT. 06/07/07 I 111 •'.! I I I 1 I I 1 I I I I I I I I I •'.! I I I 111 •'.! I I I 11 0 SCALE n 11 I 1 I 1 11 I I I COLOR TO COORDINATE WITH ARCHITECTURAL ACCENT COLORS. REQUEST FOR COLOR 1 SELECTIONS SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT MIN. TWO WEEKS PRIOR TO III THE START OF CONSTRUCTION. Boa No. W a 0 SHEET O J a L-6 X W TUBULAR STEEL FENCE Z g OF 16 SHEETS I POINT OF CONNECTION : 'A' IRRIGATION LEGEND DATE - REVISIONS BY 1st CPD Submittal CCP INSTALL A 1 1/2" WATER METER — INSTALLED BY C.V.W.D. SYMBOL MFG. BODY NOZZEL DESCRIPTION RAD. GPM PSI DETAIL Concept - 04/24/07 INSTALL A 2" RP BACKFLOW INSTALLED BY C.V.W.D. LOCATE IN A V.I.T. SBBBC-30—SS, . Q Plan Check - Bldg CCP ENCLOSURE. COORDINATE THESE LOCATIONS WITH OWNER/ DEVELOPER. - ♦ RAINBIRD 1806-SAM-PRS WALLA WALLA MP1000 90 MAROON 12' .16 30 4, L-13 1 Resubmittal 6/13/07 V RAINBIRD 1806-SAM-PRS WALLA WALLA MP1000 180 MAROON 12' .32 30 4, L-13 2nd CPD Submittal CCP RAINBIRD 1806-SAM-PRS WALLA WALLA MP1000 360 OLIVE 12' .65 30 4, L-13 Concept - 07/5/07 AVAILABLE PRESSURE : 98.0 PS/ ♦ RAINBIRD 1806-SAM-PRS WALLA WALLA MP2000 90 BLACK 18' .33 30 4, L-13 Q Plan Check- Bldg CCP DESIGN PRESSURE 72.9 PS/ V RAINBIRD 1806-SAM-PRS WALLA WALLA MP2000 180 BLACK 18' .63 30 4, L-13 Resubmittal 7/13/07 , - - RAINBIRD 1806-SAM-PRS WALLA WALLA MP2000 360 RED 17' 1.27 30 4, L-13 1 st CPD Submittal CCP 4 A MAX/MUM DEMAND 44 GPM Const. Doc. - 08/21/07 1n 10 POTABLE INFORMATION FROM: CVWD Robert Avino 760.3992651 RAINBIRD 1806-SAM-PRS WALLA WALLA MP3000 90 BLUE 27' .74 30 4, L-13 1st CVWD Submittal 3A CCP 17 RAINBIRD 1806-SAM-PRS WALLA WALLA MP3000 180 BLUE 2T 1.58 30 4, L-13 Const. Doc. - 08/22/07 RAINBIRD 1806-SAM-PRS WALLA WALLA MP3000 360 GRAY 27 3.15 30 4, L-13 2nd CPD Submittal CCP Const. Doc. - 10/30/07 CONTROLLER NOTE : 'A' 1& B1 , ' CONTRACTOR MUST USE ADJUSTABLE ARC NOZZLES TO AVOID OVERSPRAY AND ENSURE FULL 2nd CVWD Submittal CCP COVERAGE CONTROLLER TO BE A 'A' TORO TIS-24—OD—ETE�240-2* L 1 Y. . Const. Doc. - 10/30/07 3rd CPD Submittal CONTROLLER TO BE A B TORO TIS-36—OD,.'ETE-360 36-1 Y. LOCATE IN A STRONG 8 RAINBIRD 1402 2 PER TREE TREE BUBBLER N/A .5 30 L-13 n D - 11 1 7 CCP O Co st. oc. / 6/0 / — R /? NfA T CVWD REP. FOR TORO SMART BOX SB 18DSS ENCLOSURE. CONT ACTO TO CO C C 4 PER PALM O r VWD Submittal 3 d C Sub tta CONTROLLER. , ' • RAINBIRD XB-10/XB-20-PC-1032 DRIP EMITTER ON POLY 1 per plant 2gph 30 L-13 Const. Doc. - 11/27/07 CCP FLEX RISERS 3 .. 77 CONTACT WEATHER TRAK FOR SERVICE ACTIVATION 800.362.8 4 / X`o //j USE XB-20-PC-1032 EMITTERS FOR MOD/HIGH WATER USE PLANTS / // CONTRACTOR TO PROVIDE 1lOv CONTINU6US POWER AND MAKE FINAL HOOK UP. INSTALL A ,TORO TWR�'WIRELESS RAIN SENSOR, LOCATE IN AN AREA FREE USE XB-10-PC-1032 EMITTERS FOR LOW/MOD WATER USE PLANTS V USE XB-10-PC-1032 EMITTER FOR POTS A5 SHOWN FROM OVERHEAD OBSTPUCTION, 'COORDINATE THESE LOCATIONS WITH DEVELOPER. ..i REFER TO PLANT LEGEND ON SHEET L-9 FOR CITY OF PALM DESERT PLANT WATER USE 1--1 CO // ' <` / '" ��`� < •°"` -.:_ � Cq AUTOMATIC T EE PLAN FOR LOCATION AND SHEET L1 DETAIL 11 C�FLUSH VALVE-TORO FCH-H-FIP S S , / � y3 D � I 21 4 Q RAINBIRD 3RC QUICK COUPLING VALVE IN CITY APPROVED BOX d a ��, . ,. � � � _ 2 / .._ - 4-4 NIB T- - - L -LINE SIZE / BRONZE E _ _- 3"AND 70 RONZ BALL VALVE „ RAINBIRD PEB REMOTE CONTROL VALVE IN CITY APPROVED BOX- SIZES INDICATED d' _ _ RAINBIRD XCZ-100-B-COM CONTROL ZONE KIT IN CITY APPROVED BOX- / SIZES INDICATED V O O \� , . , ' ® SYMBOL MANUFACTURER/MODEL NUMBER SIZE DETAIL / / / � =w� / � `• � � > ' ` '�'� 11/2"WATER METER- SEE POINT OF CONNECTION NOTE ON PLANS PLAN SIZE N/A � M 2112° , , 2" FEBCO 825Y REDUCED PRESSURE BACKFLOW PREVENTER BY CVWD PLAN SIZE 14,L-13 v .� Cd �� _ r1< I I I I i U z• "' '" AUTOMATIC CONTROLLER LOCATION-SEE NOTES ON PLANS. SEE NOTE 1 L-13Cd co L - - REGULATING BRASS MASTER CONTROL PLAN SIZE 13 TORO 220 27 XX PRESSURE REGUL 6 L VALVE IN CITY APPROVED BOX CQ oo" - TA FL E CITY APPROVED BOX PLAN SIZE 1 -13 '� b ® / / DATA INDUSTRIAL IR220 SS SERIES STAINLESS STEEL OW SENSOR IN C OVE O N S 6,L Jrn 23 I 0 BRONZE WYE STRAINER- 11/2" WILKINS 100 YSBR WYE STRAINER W/80 MESH SCREEN. 11/2" 14,L-13 / / o PVC SCH 40 LATERAL LINE- 12" COVER IN PLANTING AREAS PLAN SIZE 7 L-13 I ,. . , M I I w 24" COVER UNDER PAVING. - SIZES INDICATED. / 1: �� �: " It / PVC SCH 40 MAINLINE 11/2 AND SMALLER CLASS 315 2 OR LARGER- 18 COVER 4 7 L 13 IN PLANTING AREAS,24" COVER UNDER PAVING- SIZES INDICATED. SC'4pF y . ' .' , ' // a PVC CLASS 200 WIRE SLEEVE- SIZE AND LOCATION PER CONTRACTOR PLAN SIZE 7,L-13 03 �9 Cy O — — / � �` P H 4 AND LATERAL LINE SLEEVE 2x DIA. OF PIPE. w r � � �` ��� — PLAN SIZE 13 / r*i II PROVIDE SLEEVES UNDER ANY PAVING THAT EXCEEDS 4'WIDE. - 7 L / fr / / ' �� / / .'' 2u gnature A O �"" INDICATES STATION NUMBERsif * S� Date ��P x�— INDICATES CONTROLLER / / / 20 22 W x INDICATES GPM FOF CAS-��O II // j INDICATES VALVE SIZE �i W EXPIRES 1 1-30-2008 NOTE: EQUIPMENT BOXES SHALL BE GREEN IN COLOR IN TURF AREAS / I �:� � <� ' © � AND TAN IN COLOR IN PLANTER AREAS , �. I' I ®® W d U) , M — IRRIGATION NOTES 1 / - J / . 00 � �, I J O N :;: _ co / / r DIAGRAMMATIC PLAN _ 8 1 ,/ • � � - �" -0 z ,fir � 1" � ;k IRRIGATION PRESSURE LOSS CALL. THIS SYSTEM IS DIAGRAMMATIC.ALL PIPE,VALVES,ETC. SHOWN WITHIN PAVED / � t C / AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN / ; . ►.., I STATIC PSI AVAILABLE @ P.O.C. 98 PSI U (0 0) PLANTING AREAS AND JOINT TRENCHES WHEREVER POSSIBLE. ;4( _ 77, 4° 1 I I SPRINKLER ADJUSTMENT REQUIRED Q (� r PSI DATA FROM: CVWD Robert Avina 760 398 2651 VALVE A 22 ® 22 GPM SYS LOSS W W ® I I THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS Q VALVE B 22 ® 12 GPM N / I I FOR OPTIMUM PERFORMANCE AND PREVENT OVERSPRAY ONTO WALKS AND L.L VALVE j 8116 ® 10 GPM 44 MAX GPM W +-� / y: 2„ ® __ A I ROADWAYS THIS SHALL INCLUDE SELECTING THE BEST k G 3 VALVES SIMULTA/NIOUSLY A I ; I _ RUNNING , DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS. CONTRACTOR TO USE C� Z 00HH0H11/2" WATER METER 3.9 PRESSURE COMPENSATING SCREENS WHEN RADIUS IS REDUCED MORE THAN FIFTY >, A �: •:�?. _ u....... _._..m.. n _ G PERCENT 50% ® I .•. i SERVICE LINE 0.2 ( ) N I '' ® Q � ICD • 1� A i ....,.� l INSTALL NECESSARY CHECK VALVE IN HEADS THAT EXHIBIT TENDENCIES FOR LOW I" 8 GAT E VALVES 1 8 Z R C N 2" BACK FLOW PREVENTER 12.0 I HEAD DRAINAGE ., 00 FIELD CONDITIONS �� I I VALVE DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE W ^ 2 MASTER 21 2 / 1"VALVE 2.9 Q / " DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR 21/2 MAINLINE 425 LN FT 2.68 ( GRADE DIFFERENCES EXIST AND SHOULD BE BROUGHT TO THE ATTENTION OF THE . . 0 . 2" MAINLINE 1060' LN FT LOOP 2.23 CONTRACTING OFFICER. IN THE EVENT THAT THIS NOTIFICATION IS CONTRACTOR MU T A UME F RESPONSIBILITY R • . .+, ��•::::::. - ., _- r , �,� , �„ �� a I �" 2" MAINLINE 1422' LN FT LOOP 2.99 NOT PERFORMED, THE S SS FULLFOR ANY .......... REVISIONS REQUIRED. 55 LATERAL LINE & FITTINGS ® MINIMUM OPERATING PRESSURE 30.0 SWING JOINTS INSTALL ALL HEADS WITH DOUBLE OR TRIPLE SWING JOINTS,USING STREET ELLS, t :� � .... PRESSURE REQUIRED . gyp „ _ /ol RESIDUAL 6 63 MINIMUM PRESSURE AND MAXIMUM GALLONS REQUIRED a..a :,, 4 s : \ _ - AVAILABLE PRESSURE 98.0 THE SPRINKLER SYSTEM DESIGN IS BASED ON A MINIMUM OPERATIONAL PRESSURE � 1 o REQU Z •, F.. + i \ _ ,, •_• ;� u.,��" ON,AS NOTED ON THE PLAN. ,. •, •,; ' /Y a: 1„ RESIDUAL PRESSURE +25.10 PSI AND A MAXIMUM DEMAND AT THE POINT OF CONNECTION, BEFORE INSTALLING THE SYSTEM, CHECK POINT OF CONNECTION AND IMMEDIATELY y 1" Cz \ ;, ,, .� .•,• � \ , ° ' <, NOTIFY CONTRACTING OFFICER IF PRESSURE IS NOT AS NOTED OR THE REQUIRED m.b \ _, : : �k°�• a 2" E IS NOT AVAILABLE. PIPE SIZING / SLEEVING GALLONS PER MINUTE � z E WATER LINE UNDER PAVING W THIS LEGEND TO BE USED FOR LATERAL LINE PIP Q .— \ ALL MAINLINE UNDER PAVING SHALL BE INSTALLED 24"DEEP.ALL LATERAL LINES / MAINLINE TO BE SIZED AS UNDER PAVING SHALL BE SCH 40 PVC AND INSTALLED 24"DEEP. T V INSTALLATION ALL MA RS �? � INDICATED ON PLAN O 1 \ a SYSTEM COVERAGE I� PM's APPROX. #HEADS THE IRRIGATION CONTRACTOR IS TO ADJUST HEAD LOCATIONS IN THE FIELD IN CM __. E ; ® 00%COVERAGE. CONTRACTOR TO CONTACT THE � N 7> 3/4" 1-8 1-10 ORDER TO GUARANTEE 1 r M f� CONTRACTING OFFICER PRIOR TO ANY MAJOR CHANGE(S)RESULTING IN W CY) N \ \, 1" 9-14 11-14 ADDITIONAL COST TO THE OWNER. \ \ \ ~ 0 / 1 1/4" 14-23 15-20 W V 14 ^I° I W 1 1/2" 24-34 21-30 Cz Q — \ \ � � NOTE: - + 2 35 45 31-35 Q a. V A � \--,Xl A WG � 5 NOTE: LATERAL SIZE IS SHOWN AT EACH VALVE EXIT. NO CONFLICTING UTILITIES IN PROJECT AREA. \ ` 1"� NOTE: CONTRACTOR IS REQUIRED TO PROVIDE 0 ELECTRICAL LUMINAIRE LEGEND \ \� SLEEVING FOR ALL LATERAL LINE AND MAINLINE 18" SPRAYHEAD SETBACK AT ALL CURBS, SIDEWALKS, DRIVEWAYS & z \ UNDER ALL PAVING SURFACES THAT EXCEED 4'WIDE. HARDSCAPES. _J � ✓ Is A Q Q '� 1" 1.4 TURF AREAS LESS THAN 8' WIDE MUST BE SUBSURFACE DRIP Q J 8" DIA BOLLARD � a IRRIGATED ARCHITECTURAL SCONCE CVWD EASEMENTS NOTE: NO TREES SHALL BE PLANTED WITHIN CVWD NO TREE PLANTING IN CVWD EASMENTS OR RIGHT—OF—WAYS � DAMP/WET LOCATION EASEMENTS OR RIGHT-OF-WAYS. ONLY FOR DESERT TREES AND SHRUBS TO BE NATIVE SITE SOIL 0 LP20 LUMINAIRE ` IRRIGATION . O 1 4O PLAN ARCHITECTURAL SYMBOL LEGEND UTILITY SYMBOL LEGEND KEY MAP CAR PORT MEDIUM PRIMARY PULLBOX- FLUSH ® TYPICAL A.C. LOCATION DRAWN G GARAGE 0 WATER METER N O RT H ZO 80 CCP CHECKED DRAIN CATCH BASIN = k. — - STORM DR C C . . �� _ � LE 1 2-�3 A - 0 TRANSFORMER PADr . . . SC 3 ABOVE GROUND TRANSFORMER WITH CURB DEPRESSION � �� . B.H. LANDSCAPE SYMBOL LEGEND DATE • BACKFLOW PREVENTER These Ions have been reviewd b the Cochela Valle Water 06/07/07 Underground Service Alert o A p Y Y o BOULDER 2'-5' BOULDER STONE BOULDER-COLOR TO BE DESERT SAND g EXISTING SWITCH ENLOSURE _ Q � �� 4 „ TER District In accordance with Water Code Title 7, Division 1, SIZE TO BE 25%2' DIA., 25%3' DIA., 25%4' DIA., 25%5'DIA. POINT OF CONNECTION GAS �vt< SCALE n PER IID PLANS, CHECK WITH ROY JACOBSEN � \� � 5 Chapter 3, Article10.8, Section 65597 et. seq. requiring a THROUGH -SOUTHWEST BOULDER&STONE ( ) _ _ `: :. $ � Y Q efficient landscape and irrigation design in cooperation with AVAILABLEOU o POINT OF CONNECTION - SEWER ? "� � A ' �$TR�� the local governing agency (City or County). vm PHONE: (760) 342-5522 Call: TOLL FREE ff Approval of this drawing by CVWD Staff does not constutute JOB NO. FIRE HYDRANT — — — POINT OF CONNECTION -WATER ,f t q p s { 5 \\ _A approval to encroach into district and USBR Rights—of—Way. a 1 —800 u � >� r Trees, plants, walls and permanent structuresof any king may o COBBLE 1 4 COBBLE COBBLE AGGREGATE-COLOR TO BE DOS BIOS WITH { CLEAN GRADED FINISH. 1111� _ FIRE RISER LOCATION �z`��, ir not be planted or installed in CVWD and USBR easements or SHEET 422 4133 �: \ right—of—way without first obtaining an encroachment permit AVAILABLE THROUGH - SOUTHWEST BOULDER&STONE ` ' from CVWD. ❑ AREA DRAIN - PLANTER W PHONE: (760)342-5522 o AREA DRAIN - HARDSCAPE �� L 7 z n TWO WORIONG DAYS BEFORE YOU DIG NTS DATE: TER NAGEM SU VISOR z MOUND - NO HIGHER THAN 36" FROM TOP OF ASPHALT L20293 C, - DEVELOPMENT ERVICES SUPERVISIOR OF 16 SHEETS i I 4 l DATE - REVISIONS BY IRRIGATION LEGEND 1st CPD Submittal CCP SYMBOL MFG. BOY NOZLEL DESCRIPTION RAD. GPM PSI DETAIL Concept - 04/24/07 ` Q Plan Check- Bldg CCP RAINBIRD 1806-SAM-PRS WALLA WALLA MP1000 90 MAROON 12' .16 30 4, L-13 Resubmittal 6/13/07 1 V RAINBIRD 1806-SAM-PRS WALLA WALLA MP1000 180 MAROON 12' .32 30 4, L-13 2nd CPD Submittal CCP 0 RAINBIRD 1806-SAM-PRS WALLA WALLA MP1000 360 OLIVE 12' .65 30 4, L-13 Concept - 07/5/07 ` RAINBIRD 1806-SAM-PRS WALLA WALLA MP2000 90 BLACK 18' .33 30 4, L-13 Q Plan Check - Bldg CCP € V RAINBIRD 1806-SAM-PRS WALLA WALLA MP2000 180 BLACK 18' .63 30 4, L-13 Resubmittal 7/13/07 Z?� O Qv RAINBIRD 1806-SAM-PRS WALLA WALLA MP2000 360 RED 1T 1.27 30 4, L-13 1st CPD Submittal CCP 1' 13 � Const. Doc. - 08/21/07 RAINBIRD 1806-SAM-PRS WALLA WALLA MP3000 90 BLUE 27' .74 30 4, L-13 1st CVWD Submittal CCP V RAINBIRD 1906-SAM-PRS WALLA WALLA MP3000 180 BLUE 27' 1.58 30 4,L-13 Const. Doc. - 0$!22l47 ` 1" 2nd CPD Submittal € � RAINBIRD 1806-SAM-PRS WALLA WALLA MP3000 360 GRAY 2T 3.15 30 4, L-13 CCP Const. Doc. - 10/30/07 Z�� € CONTRACTOR MUST USE ADNSTABLE ARC NOZZLES TO AVOID OVERSPRAY AND ENSURE FULL 2nd CVWD Submittal CCP COVERAGE. Const. Doc. - 10/30/07 3rd CPD Submittal JCCPRAINBIRD 1402 (2)PER TREE TREE BUBBLER N/A 5 30 L-13 Const. Doc. - 11/16/07(4)PER PALM3rd CVWD Submittal 1 • RAINBIRD XB-10/XB-20-PC-1032 DRIP EMITTER ON POLY 1 per plant 2gph 30 L-13 Const. Doc. - 11/27/07 ' ®® I 4 1 I\ FLEX RISERS \ ®� ! \ I ® USE XB-20-PC-1032 EMITTERS FOR MOD/HIGH WATER USE PLANTS USE XB-10-PC-1032 EMITTERS FOR LOW/MOD WATER USE PLANTS I•. I I I I USE XB 032 EMITTER FOR POTS AS SHOWN REFER TO PLANT LEGEND ON SHEET L-9 FOR CITY OF PALM DESERT PLANT WATER USE ap I / ko I AUTOMATIC FL - - - FLUSH VALVE TORO FCH H FIPT SEE PLANS FOR LOCATION AND SHEET L1 DETAIL 11 p� 3D Q� � r+ � I �� ;I I I I I I _ RAINBIRD 3RC QUICK COUPLING VALVE IN CITY APPROVED BOX � '� d' •� CQ b IZ" NIBCO T-580-70 BRONZE BALL VALVE-3"AND SMALLER-LINE SIZE V Y? III . / I RAINBIRD PEB REMOTE CONTROL VALVE IN CITY APPROVED BOX- SIZES INDICATED bWt L - 1 - I RAINBIRD XCZ-100-B-COM CONTROL ZONE KIT IN CITY APPROVED BOX- OIJ U SIZES INDICATED C SYMBOL MANUFACTURER/MODEL NUMBER SIZE DETAIL 1" G II 11/2" WATER METER- SEE POINT OF CONNECTION NOTE ON PLANS PLAN SIZE N/A m a M C � 1" 2.1 +�� ` ® ® I a 2"FEBCO 825Y REDUCED PRESSURE BACKFLOW PREVENTER BY CVWD PLAN SIZE 14,L-13 v .� 1 • 1'1 1 1 !~ a I, 4..,. „ AUTOMATIC CONTROLLER LOCATION-SEE NOTES ON PLANS. SEE NOTE 1 L-13 a0 co 2�2 B 2.1 fx b 1 12 1b I ® TORO 220 27 XX PRESSURE REGULATING BRASS MASTER CONTROL PLAN SIZE 6,L-13 ril Ito f I 1' 11?� ( I IN I APPROVED BOX DATA INDUSTRIAL IR220-SS SERIES STAINLESS STEEL FLOW SENSOR IN CITY APPROVED BOX PLAN - b N DA AN SIZE 16,L 13 IBRONZE W'�.� I l I \ © YE STRAINER- 11/2"WILKINS 100 YSBR WYE STRAINER W/80 MESH SCREEN. 11/2" 14,L-13 41 I VC SCH 40 LATERAL LINE- 12" COVER IN PLANTING AREAS, PLAN SIZE 7,L-13 P 24" COVER UNDER PAVING. -SIZES INDICATED. I - P 1/2"AND 5 2" OR - 18" COVER 4" >a MAINLINE 1 SMALLER, CLASS 31 LARGER 7 L-13 - I I IN PLANTING "- AREAS,24 COVER UNDER PAVING- SIZES INDICATED. NDSCgA Z3 ('� I I I Zn I PVC CLASS 200 WIRE SLEEVE - SIZE AND LOCATION PER CONTRACTOR PLAN SIZE 7,L-13 ti PVC SCH 40 MAIN AND LATERAL LINE SLEEVE 2x DIA. OF PIPE. - m <: .•:. ; , . _. -., : .. .. ..� � — — PLAN SIZE 7,L-13 ` 24 ® O_ I I I z PROVIDE SLEEVES UNDER ANY PAVING THAT EXCEEDS 4'WIDE. ! ni t IMF. ignature'T. _ I 5 I I INDICATES STATION NUMBER — — ZI X�'— INDICATES CONTROLLER SJ, Date �P I 10 __ I I >K �-- INDICATES GPM qTF OF U�O�� 1 ` • .. I I I� ( ��® INDICATES VALVE SIZE CA .c EXPIRES - - 008 ,..__ ___ � a . .. �� 2 1 °� _ � ,� r:-- ..__ � � •:, . •, 1" 1m _l � PIR S 1 1 30 2 __ . • r 1 ,, _. NOTE: EQUIPMENT BOXES SHALL BE GREEN IN COLOR IN TURF AREAS — — >y 8 B _. COLOR IN PLANTER TAN AND IN—.— CO AREAS. Z8 9 If S ' 1 � __ Z1 13 II 1" 4 Zb !� I, I ® Z� ` U) D_ I; J I 2" w - 1 UTILITY SYMBOL LEGEND _ a j Z 1" 1' 1" 11 M 00 MEDIUM PRIMARY PULLBOX-FLUSH N� _ TYPICAL A.C. LOCATION J II �.z I I r � a I — .....__ _-. WATER METER Cfl ® — ` — ® ® — - TRANSFORMER PAD STORM DRAIN CATCH BASIN J W 1 Zn bQ i ABOVE GROUND TRANSFORMER WITH CURB DEPRESSION U r W I ! I I L.LJ W I �_ s G I I: ~a I I i `fib C77 BACKFLOW PREVENTER N Q G rnSTING SWITCH ENLOSURE POINT OF CONNECTION GAS W J V, I (PER IID PLANS,CHECK WITH ROY JACOBSEN) _ — V, '® I I I �a I I € IrV ® I POINT OF CONNECTION SEWER co EXI P A 1 13 1 0 Z U Q 1 I € I I I € I FIRE HYDRANT w —-— — - POINT OF CONNECTION WATER _ I 1 g X >, I I 1y Z3 �� I \ ' W ® ® ® • FIRE RISER LOCATION Q W I I I € I I I Q Z N ❑ AREA DRAIN PLANTER 00 Z II (w I o AREA DRAIN-HARDSCAPE L.L00 I !II W L.L� I I I I 1 G ® cp I s. Q I— II I � II Z I ® G 1 ® I1 W G 1 I I I ELECTRICAL LUMINAIRE LEGEND Z ?,,, i I �y € G I I ( ® ® ® I 0 8"DIA BOLLARD U '' ® ® ® I! Mt I I I 1 ' o ARCHITECTURAL SCONCE T , II C0 m k ..`� •---... I I ® I _ I a: �. I ( Q DAMP/WET LOCATION 1i® Z II Z Q II LP20 LUMINAIRE r 1 I I I I I € 1 ... a.b € u \ . ® � I ! IIco Cz III ARCHITECTURAL ~ Z T .� I I I I SYMBOL LEGEND H ®® Z W Q € II a I I CA PORT� RP — I ' I I �— —� I € \ I 1 I € I I I € I l G GARAGE T ICz I € I I �\ I i Q O U �" . I - J I I I ' I , II II / \ I I CD W DO O \! x I I / i LANDSCAPE SYMBOL LEGEND T M cn ® _ I \ W I" ® ® ® ® I I ® BOULDER 2'-S BOULDER STONE BOULDER-COLOR TO BE DESERT SAND I` Q ®® ®® ;�? ®® I/ I SIZE TO BE 25%2'DIA.,25%3'DIA.,25%4'DIA.,25%5-DIA. I AVAILABLE THROUGH SOUTHWEST BOULDER&STONE — — — 0 I ® ® PHONE:(760)342-5522 W W E — — — - - U) c� COBBLE 1"-4"COBBLE COBBLE AGGREGATE-COLOR TO BE DOS RIOS WITH W Q 1" 1 Z° CLEAN GRADED FINISH. Q U AVAILABLE THROUGH-SOUTHWEST BOULDER&STONE CD \ i PHONE:(760)342-5522 Q MOUND-NO HIGHER THAN 36"FROM TOP OF ASPHALT Q Q DECOMPOSED GRANITE: J 1 13 ` y \ 1 INSTALLED IN ALL SHRUB BEDS,2"DEPTH LAYER(AFTER COMPACTION) 11 ` �� !/ `� 1 `1 COLOR-'DESERT GOLD' CONTRACTOR O SUBMIT SAMPLE TO CITY FOR APPROVAL CVWD EASEMENTS NOTE: NO TREES SHALL BE PLANTED WITHIN CVWD EASEMENTS OR. RIGHT-OF-WAYS. IRRIGATION KEY MAP o 40 PLAN NOTE: PIPE SIZING/ SLEEVING 1 NO CONFLICTING UTILITIES IN PROJECT AREA. THIS LEGEND TO BE USED FOR LATERAL LINE PIPE \ ' INSTALLATION. ALL MAINLINE ITO BE SIZED AS ` � € DRAWN 18" SPRAYHEAD SETBACK AT ALL CURBS, SIDEWALKS, DRIVEWAYS & INDICATED ON PLAN NORTH Z 8 CCP HARDSCAPES. PIPE SIZE GPM's APPROX.#HEADS "0 CHECKED �: CHECKED € �s,� a �i ,�� 01011� � a�a �� � �� SCALE : 1 = 20 f' TURF AREAS LESS THAN 8 WIDE MUST BE SUBSURFACE DRIP 3/4 1-8 1 1-10k B.H. DATE IRRIGATED 1�� 9-14I 11-14 db�fG � � k �� x - 1 £ sy� These plans have been reviewd by the Cochela Valley Water D6/�7/�7 0 • NO TREE PLANTING IN CVWD EASMENTS OR RIGHT—OF—WAYS 1 1/4" 14-2 15-20 : ; g a ,, � �� A A Underground Service AlertJ �,�F, � k TEA District In accordance with Water Code Title 7, Division 1, SCALE n y s 'ti , 1 1/2 24-3� 21-30 n `, Chapter 3, Article10.8, Section 65597 et. seq. requiring N g FORE y , BACKFILL FOR DESERT TREES AND SHRUBS TO BE NATIVE SITE SOIL efficient landscape and irrigation design in cooperation with OG a? R1 p i " � a w the local governing agency (City or County). ONLY 2 35-45 31-35+ T Approval of this drawing b CVWD Staff does not constutute JOB NO. Call: TOLL FREE 1 �:.. pp g y ' NOTE: LATERAL SIZE IS SHOWN AT EACH VALVE EXIT. approval to encroach into district and USER Rights-of-Way. ;. Trees, plants, walls and permanent structuresof any king may o \' 1 —800 NOTE: CONTRACTOR IS REQUIRED TO PROVIDE not be planted or installed in CVWD and USBR easements or SHEET a� I right-of-way without fist obtaining an encroachment permit 0 11, 422-4133 SLEEVING FOR ALL LATERAL LINE AND MAINLINE - from CVWD. a UNDER ALL PAVING SURFACES THAT EXCEED 4'WIDE. NTS 2' � � L-8 W 294 DATE: WATER GEM SU VISOR s TWO WORKING DAYS BEFORE YOU DIG L20 DEV MENT ERVICES SUPERVISIOR of 16 SHEETS DATE - REVISIONS BY ALL TREES TO BE LOW BRANCHING SINGLE TRUNK OR MULTI-TRUNK AS NOTED. ALL TREES TO HAVE LOWER BRANCHES IN TACT. NO LIFTING OF CANOPY OR TOPPING OF TREES IS PERMITTED WITHIN THE CITY OF PALM DESERT. WATER USE WATER USE 1 St CPD Submittal CCP Concept - 04/24/07 SYM. BOTANICAL NAME COMMON NAME SIZE QTY WUCOLS REG. - 6 PALM DESERT Q Plan Check- Bldg CCP TREES esubmittal 6/13/07 d CPD Submittal � / , 2nConcept - 07/5/07 CCP ACACIA STENOPHYLLA SHOESTRING ACACIA 24"BOX 42 LOW 0.2 LOW/MOD Q Plan Check- Bldg CCP Resubmittal 7/13/07 ACACIA WILLARDIANA PALO BLANCO 24"BOX 44 LOW 0.2 LOW/MOD C 1st CPD Submittal CCP o st Doc. 08/21/07 / 1 St CVWD Submittal ALBIZIA JULIBRISSIN SILK TREE 24"BOX-MULTI 6 MOD 0.5 MOD CCP Const. Doc. - D8122>D7 2nd CPD Submittal CCP CAESALPINIA CACALACO CASCALOTE 24"BOX 3 LOW 0.2 LOW Const. Doc. - 10/30/07 / 2nd CVWD Submittal / tt CALLISTEMON CITRINUS LEMON BOTTLEBRUSH 24"BOX 16 MOD 0.5 MOD Const. Doc. - 10/30/07 CCP 3rd CPD Submittal CCP r• Const. Doc. - 11/15/07 FRAXINUS VELUTINA'RIO GRANDE' FAN-TEX ASH 24"BOX 12 MOD 0.5 MOD/HIGH 3rd CVWD Submittal Const. Doc. - 11/27 7- /0 CCP KOELREUTERIA BIPINNATA GOLDEN RAIN TREE 24'BOX / 3 MOD 0.5 MOD ,r , ,., ;\". ` , ,,\ �� �, �'/ / ' LAGERSTROEMIA INDICA CREPE MYRTLE 24"BOX 29 MOD 0.5 LOW/MOD V # MELALEUCA QUINQUENERVIA PAPERBARK TREE 24"BOX 7 MOD 0.5 IMOD CO M , OLEA EUROPAEA'SWAN HILL' " tit O FRUITLESS OLIVE 24 BOX 18 MOD 0.5 MOD C� PARKINSONIA X DESERT MUSEUM •'� '� DESERT MUSEUM PALO VERDE 24"BOX 12 LOW 0.2 LOW C12 b / JJ o PARKINSONIA PRAECOX SONORON PALO VERDE 24"BOX 6 LOW 0.2 LOW4-4 •� 0 U QUERCUS VIRGINIANA'HERITAGE' SOUTHERN LIVE OAK 24"BOX 16 MOD 0.5 MOD O / CALIFORNIAW WASHINGTONIA FILIFERA F ' / • � - AN PALM 15 BROWN 21 MOD 0.5 HIGH �-1 / I ,� ,•, .' � �. __... ., '• °� TRUNK HEIGHT __.._ it f -/ NOTE: PALM TREES DELIVERED TO SITE NOT SKINNED +� ' it Z� VINES � � a X-: MACFADYENA UNGUIS-CATI CAT'S CLAW VINE 5 GAL. 40 LOW® O 0.2 LOW # Cd co G / DISTICTUS x'RIVERS' ROYAL TRUMPET VINE 5 GAL. 50 MOD 0.5 MOD U) CID ® BOUGAINVILLEA SPP. BOUGAINVILLA 5 GAL. 4 MOD 0.5 LOW/MODCQ _ i / Rz ' GRO / a CIO / - - _.� G c , , SOD: , y t • �•' HYBRID BERMUDA'TIF-WAY'OR EQUAL TURFGRASS - 2152 SQ.FT. HIGH 0.7 OVERSEEDED WITH PERENNIAL RYE IN FALL l WINTER 71 4Q DECOMPOSED GRANITE: IDS COLOR-'DESERT SHRUB BEDS ,2"DEPTH LAYER(AFTER COMPACTION) CqA�` ® ALL GOLD' \CHARp yGI� C� INSTALLED IN / CONTRACTOR TO SUBMIT SAMPLE TO CITY FOR APPROVAL Lj o 40 y -- _. - OMPOSED GRANITE: W ...:I E {Irx. DEC J ' B BEDS,2"DEPTH LAYER(AFTER COMPACTION) ���✓✓✓ / / ,, / , : ,; %� X RL 'DEN ALL SHORDU INSTALLED ED COLOR-'DESERT GOLD' ignature L CONTRACTOR TO SUBMIT SAMPLE TO CITY FOR APPROVAL >>_27_a� / \ L / LANDSCAPE AREAS: (NOT INCLUDING UTILITY EQUIPMENT SQUARE FOOTAGE) s9T ate / CFO X • '. - - / � . 78,866 SQ.FT. EXPIRES — SHRUB: '. / ® TURF: 2,152 SQ.FT. — 2008 / 11 30 ME / R00 g� T / #/ \ / r^ / �.•• OIL AMENDMENT _J N ` I AT THE CONCLUSION 0 �OF ROUGH GRADING AN AGRICULTURAL W S ® SUITABILITY SOILS TEST SHALL M 00 ® -- - - ® BE PREFORMED BY THE CONTRACTOR AND FURNISHED TO THE CITY OF PALM DESERT FOR THEIR REVIEW ANDAPPROVAL. r Q O ® ❑ (n SOIL AMEMDMENTS AND FERTILIZERS AS RECOMMEONDEDCTO R SHALL INSTALL ONLY THOSE / , ' y• BY THE SOIL TESTING LAB/FACILITY U , F- X ' l AFTER REVIEW BY THE CITY. USE A LOCAL SOIL TESTING LAB. -� •� d' Uj s G LU NOL IN STALLATION AND MAINTENANCE SHALL MEET OR EXCEED THE IT �' CITY OF PALM DESERT S -� i WATER EFFICIENT LANDSCAPE AND FOLLOW THE MAINTENANCE SCHEDULE AND GUIDELINES C'7 o r 4 ESTABLISHED IN THE CITY OF PALMLID DE ERT Q Z � T — U® I S S DESER T FLORA MAINTENANCE GUIDE CURRENT O � N , EM EDITIO N. a , Z < \ �. :.. a NOTE: - _ — '> ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO DELIVERY. I _ _ CO APHS AND � CONTRACTOR SHALL PROVIDE LANDSCAPE ARCHITECT WITH PHOTOGRAPHS Q � SPECIFICATIONS d' ' • ' X �; _ < ram... .....;. ,-..:,.••-�!°;`�• .�"'?s::::. : O S OF MATERIAL RECOMMENDED • ,•• •.• ...:: ,. • .,�::� : . � • \.. ,, : CO DED TO BE PURCHASED BY THE CONTRACTOR. FOR � � i ,, _ • .. : > ' O ° = ALL TREES ABOVE 36" BOX CONTRACTOR SHALL PROVIDE PHOTOF EACH SPECIMEN. FOR' ` W - . :.. ,:. ALL : ER, CONTRACTOR MAY SUBMIT AO"REPRESENTATIVE" o v X t•• r _ <. TREES SHRUBS 24 BOX AND UNDER, X SERVES THE RIGHT TO REJECT MATERIAL , Q PHOTGRAPH THE LANDSCAPE ARCHITECT RE X O \ ROVED OR NOT REPRESENTATIVE OF THE X � C DELIVERY TO THE SITE NOT PREVIOUSLY APPROVED G ' . \' _• ALL PHOTOGRAPHS SHALL CONTAIN A P v APPROVED PHOTOGRAPHS � � •. ,. . ;_ :. /' v TIRE X TREE SHRUB. O PERSON OR MEASURING POLE, AND FRAME THE EN �-- z / SPECIFICATIONS SHALL ADDRESS CALIPER, HEIGHT AND WIDTH OF TREE / z Q SHRUB. ONLY PLANTS WITH STRONG TRUNKS, SINGLE LEADER, GOOD BRANCH CONFIGURATION O W J O y` AND INTACT LOWER BRANCHES WILL BE ACCEPTED. M v ALL PLANT MAT_ ERIAL SHALL MEET THE AMERICAN NURSERY STANDARD ANSI 300 AND ARIZONA jr z I— �� NURSERY ISA STANDARDS. Q LU 0 0 ELECTRICAL LUMINAIRE LEGEND REGARDLESS OF PREVIOUS LANDSCAPE ARCHITECT OR OWNER APPROVALS THE CITY OF PALM Q r (� DESERT LANDSCAPE INSPECTOR AND MANAGER RESERVES THE RIGHT TO REJECT ANY AND ALL I� \ G v PLANT MATERIAL -J M \ p O v \ 1 � \ `,,' a•� � 8" DIA BOLLARD L1J o0 � \ ` r > M U) \ BACKFILL NOTE: 0 0 a ARCHITECTURAL SCONCE / BACKFILL FOR TREES AND SHRUBS TO BE NATIVE SITE SOIL ONLY UNLESS OTHERWISE LL� LU V E \ RECOMMENDED BY SOILS REPORT. Q \ \ Cn ccs DAMP/WET LOCATION W Q 0 LP20 LUMINAIRE CVWD EASEMENTS NOTE: Z> o # NO TREES SHALL BE PLANTED WITHIN CVWD Q Q J EASEMENTS OR RIGHT-OF-WAY\\ S UTILITY SYMBOL LEGEND ARCHITECTURAL SYMBOL LEGEND CAR PORT MEDIUM PRIMARY PULLBOX - FLUSH TYPICAL A.C. LOCATION TREE PLANTING L.J0 WATER METER O 40 PLAN KEY MAP TRANSFORMER PAD - STORM DRAIN CATCH BASIN LANDSCAPE SYMBOL LEGEND ABOVE GROUND TRANSFORMER WITH CURB DEPRESSION DRAWN BOULDER 2' - 5' BOULDER STONE BOULDER - COLOR TO BE DESERT SAND NORTH 2 O 8 O CCP SCALE : i BACKFLOW PREVENTER SIZE TO BE 25% 2' DIA., 25% 3' DIA., 25% 4' DIA., 25% 5'DIA. , SCALE . I „ — 201 CHECKED EXISTING SWITCH ENLOSURE POINT OF CONNECTION - GAS AVAILABLE THROUGH - SOUTHWEST BOULDER & STONEe, B.H. (PER IID PLANS, CHECK WITH ROY JACOBSEN) PHONE: (760) 342-5522 E DATE POINT OF CONNECTION - SEWER These I pans have been reviewd by the Cochela Valley Water 06/07/07 0 ;� District In accordance with Water Code Title 7, Division 1, SCALE FIRE HYDRANT COBBLE 1" - 4" COBBLE COBBLE \ Chapter 3, Article10.8, Section 65597 et. seq. requiring'\\� i i \\ L \� .C -� POINT OF CONNECTION - WATER O E AGGREGATE - COLOR TO BE DOS RIOS WITH ,a� i \ x � pr( efficient landscape and irrigation design in cooperation with �_ CLEAN GRADED FINISH. � � the local governing agency (City or County). 9 9 9 Y Y Y). JOB NO. a Q ? y Approval of this drawing by CVWD Staff does not constutute • approval to encroach into district and USBR Rights—of—Way. AVAILABLE THROUGH - SOUTHWEST BOULDER & STONE Trees, plants, walls and FIRE RISER LOCATION \ ,- p permanent structuresof any king may o PHONE: (760) 342-5522 $ ,e °r not be planted or installed in CVWD and USBR easements or SHEET ❑ AREA DRAIN - PLANTER \ right—of—way without first obtaining an encroachment of v 9 Y g permit MOUND - NO HIGHER THAN 36" FROM TOP OF ASPHALT { \z£ _ �2rom � �� -g W o AREA DRAIN - HARDSCAPE r DATE: WATER M GEM S VISOR Z NTS L20295 DEVE�T EES SUPERVISIOR OF g 16 SHEETS I 1 ' ALL TREES TO BE LOW BRANCHING SINGLE TRUNK OR MULTI -TRUNK AS NOTED, ALL TREES TO HAVE LOWER BRANCHES IN DATE - REVISIONS BY — —� — — TACT. NO LIFTING OF CANOPY OR TOPPING OF TREES IS PERMITTED WITHIN THE CITY OF PALM DESERT. WATER USE WATER USE X I 1 st CPD Submittal CCP X X X X I SYM. BOTANICAL NAME COMMON NAME SIZE QTY WUCOLS REG. - 6 PALM DESERT Concept - 04/24/07 Plan Check - Bldg CCP 'UTILITY SYMBOL LEGEND o __ - - I\ I ; TREES Resubmittal6/13/07 2nd CPD Submittal CCP \ / I 0 X ACACIA STENOPHYLLA SHOESTRING ACACIA 24"BOX 42 LOW 0.2 LOW/MOD Concept - 07/5/07 Plan Check - Bldg CCP R mi I71 7 esub tta / 3/0 MEDIUM PRIMARY PULLBOX - FLUSH TYPICAL A.C. LOCATION I \ / I O ACACIA WILLARDIANA PALO BLANCO 24"BOX 44 LOW 0.2 LOW/MOD 1 st CPD Submittal CCP Const. Doc. 08/21/07 ' � WATER METER �; I � I Q n ALBIZIA JULIBRISSIN SILK TREE 24"BOX-MULTI 6 MOD 0.5 MOD 1 st CVWD Submittal CCP Const. Doc. - 08/22/07 ' , 2nd CPD Submittal TRANSFORMER PAD - STORM DRAIN CATCH BASIN I CAESALPINIA CACALACO CASCALOTE 24"BOX 3 LOW 0.2 LOW CCP ABOVE GROUND TRANSFORMER WITH CURB DEPRESSION Const. Doc. - 10/30/07 v I I / \ I ��I 2nd CVWD Submittal CCP CALLISTEMON CITRINUS LEMON BOTTLEBRUSH 24"BOX 16 MOD 0.5 MOD Const. Doc. - 10/30/07 BACKFLOW PREVENTER �� I!6XE 0 3rd CPD Submittal EXISTING SWITCH ENLOSURE POINT OF CONNECTION - GAS I ,', FRAXINUS VELUTINA'RIO GRANDE' FAN-TEX ASH 24"BOX 12 MOD 0.5 MOD/HIGHConst. Doc. - 11/16/07CCP ®1 3rd CVWD Submittal (PER IID PLANS, CHECK WITH ROY JACOBSEN) CCP ❑ POINT OF CONNECTION - SEWER ' KOELREUTERIA BIPINNATA GOLDEN RAIN TREE 24"BOX 3 MOD 0.5 MOD �0Const. Doc. - 11/27/07 FIRE HYDRANT " � — — — —� POINT OF CONNECTION - WATER M" LAGERSTROEMIA INDICA CREPE MYRTLE 24"BOX 29 MOD 0.5 LOW/MOD ® III I ® ® ® U • FIRE RISER LOCATION V - I # MELALEUCA QUINQUENERVIA PAPERBARK TREE 24"BOX 7 MOD 0.5 MOD �j ❑ AREA DRAIN - PLANTER0 co I I--i cp GO i�• ® I p OLEA EUROPAEA SWAN HILL FRUITLESS OLIVE 24"BOX 18 MOD 0.5 MOD C�2 .--r I �. o AREA DRAIN - HARDSCAPE G i 4 a� PARKINSONIA X DESERT MUSEUM DESERT MUSEUM PALO VERDE 24"BOX 12 LOW 0.2 LOW •%� � 4-) •iar G U III • PARKINSONIA PRAECOX SONORON PALO VERDE 24"BOX 6 LOW 0.2 LOW .. 4-) 0 QUERCUS VIRGINIANA'HERITAGE' SOUTHERN LIVE OAK 24"BOX 16 MOD 0.5 MOD •rl U ........... V �a WASHINGTONIA FILIFERA CALIFORNIA FAN PALM 15'BROWN 21 MOD 0.5 HIGH V •� b ,, TRUNK HEIGHT DELIVERED TO SITE N- - T T SKINNED �� NOTE: PALM TREES DELIV O VINES 0 OF MACFADYENA UNGUIS-CAT[ CAT S CLAW VINE 5 GAL. 40 LOW 0.2 LOW I �: / I I _l. .. O Cad o0 � T x RIVERS TRUMPET VINE- -._ DISTIC US ROYAL U 5 GAL. 50 MOD 0.5 MOD »� BOUGAINVILLEA SPP. BOUGAINVILLA 5 GAL. 4 MOD 0.5 LOW/MOD I I I �r� 03 GROUNDCOVERSco �i 1 � // SOD: a l - :• `: HYBRID BERM U DA'TI F-WAY'OR EQUAL TURFGRASS - 2152 SQ.FT. HIGH 0.7 `,, ,-. - -- / � `� _... .• ;,•.••.•• OVERSEEDED WITH PERENNIAL RYE IN FALL/WINTER 0 DECOMPOSED GRANITE: ® `� I NO INSTALLED IN ALL SHRUB BEDS ,2"DEPTH LAYER(AFTER COMPACTION) DSc L SYMBO COLOR-'DESERT GOLD' 0 I X : F `° e s� x CONTRACTOR TO SUBMIT SAMPLE TO CITY FOR APPROVAL ti(�, `lam L 2403 y I w n M DECOED C7 NSTALILEDSIN ALL BEDS,2"DEPTH LAYER(AFTER COMPACTION) � _: / / I";:.� COLOR-'DESERT GOLD' �� '®--- '► j C� i I > I_. e:J) Signature 4 X CONTRACTOR TO SUBMIT SAMPLE TO CITY FOR APPROVAL 11-27-07 X ® LANDSCAPE AREAS: (NOT INCLUDING UTILITY EQUIPMENT SQUARE FOOTAGE) ate �P .: ,J� '� SHRUB: 78,866SQ.FT. TFQF CAUF G Cad \ �, i W ��� I TURF. 52 SQ.FT. EXPIRES 1 1 30 2008 Wd rF ® X ::. ., SOIL AMENDMENT D a _ I e\3 AT THE CONCLUSION OF ROUGH GRADING, AN AGRICULTURAL SUITABILITY SOILS TEST SHALL (� D ® ® ® _- I Q W „� BE PREFORMED BY THECONTRACTOR A FURNISHED T THE CITY F PALM DESERT FOR J _ j THEIR REVIEW AND APPROVAL. THE INSTALLING CONTRACTOR SHALL INSTALL ONLY THOSE Cr a W HE-- SOIL AMEMDMENTS AND FERTILIZERS AS RECOMMENDED BY T SOIL TESTING LAB/FACILITY I3z AFTER REVIEW BY THE CITY. USE A LOCAL SOIL TESTING LAB.,.� X J Cn G � O p 00 (31 X ® ' ®, r Q _ � NOTE: W I` A N ERT'S ALL INSTALLATION AND MAINTENANCE SHALL MEET OR EXCEED THE CITY OF PALM DES "WATER EFFICIENT LANDSCAPE" AND FOLLOW THE MAINTENANCE SCHEDULE AND GUIDELINES i _ �, ESTABLISHED IN THE CITY OF PALM DESERTS DESERT FLORA MAINTENANCE GUI CURRENT EDITION T � I ESTABLIS � I G ® Uj Q r, ® ® ® _ III L.L M a I NOTE: U ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO DELIVERYco : � � I �, W Q O � E / ACTOR SHALL PROVIDE LANDSCAPE ARCHITECT WITH PHOTOGRAPHS ANDLO : CONTRACTOR X � ' I I- ,A \ I M CC ., ID SPECIFICATIONS OF MATERIAL RECOMMENDED TO BE PURCHASED BY THE CONTRACTOR FOR G Q W ALL TREES ABOVE 36" BOX, CONTRACTOR SHALL PROVIDE PHOTO OF EACH SPECIMEN. FOR ALL J N Q1 p _ O Shy I \ / I TREES / SHRUBS 24 BOX AND UNDER, CONTRACTOR MAY SUBMIT A REPRESENTATIVE Q — �.. G \ / \ : G I I I PHOTGRAPH. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT MATERIAL "� 00 p p DELIVERY TO THE SITE NOT PREVIOUSLY APPROVED OR NOT REPRESENTATIVE OF THE W a p a s x, ..., a= I \\// I APPROVED PHOTOGRAPHS. ~ � Q y� I \ I ALL PHOTOGRAPHS SHALL CONTAIN A PERSON OR MEASURING POLE, AND FRAME THE ENTIRE W I I i z TREE / SHRUB. SPECIFICATIONS SHALL ADDRESS CALIPER, HEIGHT AND WIDTH OF TREE / v �., �' SHRUB. ONLY PLANTS WITH STRONG TRUNKS SINGLE LEADER GOOD BRANCH CONFIGURATION _ v " �' AND INTACT LOWER BRANCHES WILL BE ACCEPTED X v X X ®® � ®® ALL PLANT MATERIAL SHALL MEET THE AMERICAN NURSERY STANDARD ANSI 300 AND ARIZONA (f) v vv X X O X X NURSERY ISA STANDARDS. F- Cl) X I REGARDLESS OF PREVIOUS LANDSCAPE ARCHITECT OR OWNER APPROVALS, THE CITY OF PALM I W J �-' — DESERT LANDSCAPE INSPECTOR AND MANAGER RESERVES THE RIGHT TO REJECT ANY AND ALL co Cz X V , I PLANT MATERIAL r .— Z ❑ OC ~ \ BACKFILL NOTE: Q W I C BACKFILL FOR TREES AND SHRUBS TO BE NATIVE SITE SOIL ONLY UNLESS OTHERWISE O (z RECOMMENDED BY SOILS REPORT. Q O U M J co � CD ❑ 0 4 0 O j c°°° Cnn ELECTRICAL LUMINAIRE LEGEND 0�. W M o 8" DIA BOLLARD • W � Q E ❑ ❑ U) ca NORTH ZD 80 W V ARCHITECTURAL SCONCE CVWD EASEMENTS NOTE: ❑ JL NO TREES SHALL BE PLANTED WITHIN CVWD SCALE : 1 " = 20' o Q DAMP/WET LOCATION - KEY MAP J Q EASEMENTS OR RIGHT-OF-WAYS. - - - - \ APROXIMATE VINE ROOTBALL SIZE Q J 0 LP20 LUMINAIRE AT TIME OF INSTALLATION- 12" DIAMETER APROXIMATE PALM TREE ROOTBALL SIZE PLAN VIEW - PLANTING ROOTBALL AT TIME OF INSTALLATION- 24 DIAMETER , r ARCHITECTURAL SYMBOL LEGEND -? q , TREE PLANTING CAR PORT dabs " � ��z PLAN G GARAGE v� � 2i 3 yes � LANDSCAPE SYMBOL LEGEND ❑ ®❑® ® ® ❑ ®❑® ® ® '\ ❑�� DRAWN ® ® ® ® ® ® ® ® _ CCP '� � CHECKED NTS ❑ BOULDER 2 - 5 BOULDER STONE BOULDER - COLOR TO BE DESERT SAND B.H. SIZE TO BE 25% 2' DIA., 25% 3' DIA., 25% 4' DIA., 25% 5'DIA. , DATE AVAILABLE THROUGH - SOUTHWEST BOULDER & STONE These plans have been reviewd by the Cochela Valley Water 06/07/07 0 PHONE: (760) 342-5522 0 ❑❑ 0❑� ❑❑ ❑�0 ❑❑ ❑❑ �� ❑❑ 0�� V�ATER District In accordance with Water Code Title 7, Division 1, SCALE ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ Chapter 3, Article10.8, Section 65597 et. seq. requiring efficient landscape and irrigation design in cooperation with COBBLE 1" - 4" COBBLE COBBLE AGGREGATE - COLOR TO BE DOS RIOS WITH ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ the local governing agency (City or County). = Approval of this drawing by CVWD Staff does not constutute JOB NO. - - - - _ _ _ _ _ - _ _ - - _ - - - - - - - = = = = = = I_ _ _ = = = I 11 II=11�111= = = II= - - = - - - - - 11� - = -III=III=III=III=III=II=III=III=III=III=ll- �111=III=11�111=III=11�111= _ _ _ II = III= II _ _ _ II - - - - - I approval to encroach into district and US BR Rights-of-Way. - C L EA N GRADED FINISH. �� � � � ��_�� �1�� 1� ���I�I�11-���-T�1 ��� ��� ��� ��� ������-III-���I�� ��� ��r1 1111111111111111111 1111111111111111111 1�1 1 111111111111111111 111111111111111111 1111111111111111 1111111111111111 1��� 1 1�I 1 1 �ill 11�I 1 111111 1 1 1111 �11 1 1 1 1�I�1�1 1 r1�� ��� ������ ��r-��� ��� ��� ������ ��� ������ ���_���I 1�_��� ��� ��� ��������� ��� ���1��_���I��_�I�_�11=1��I I�_���I 11=���_��� ������ I�1 ���1 1 111 � P P Ba AVAILABLE THROUGH - SOUTHWEST BOULDER & STONE Trees, plants, walls and permanent structuresof any king may o ELEVATION VIEW not be planted or installed in CVWD and USER easements or SHEET � PHONE: (760) 342-5522 right-of-way without fir t obtaining an encroachment permit of from CVWD. a- TYPICALGARAGE DRIVE ISLE PLANTING EXHIBIT IZ-� ? L- 10zMOUND - NO HIGHER THAN 36 FROM TOP OF ASPHALT DATE: WATER M GEME UP OR g L20296DEV PMENT SERVICES SUPERVISIOR OF 16 SHEETS DATE - REVISIONS BY 1 st CPD Submittal CCP Concept - 04/24/07 Plan Check - Bldg CCP SHRUBS Resubmittal6/13/07 d CPD Submittal/ 2n CCP WATER USE WATER USE Concept _ 07/5/07 SYM. BOTANICAL NAME COMMON NAME SIZE SPACING QTY WUCOLS REGION-6 PALM DESERT QPlan Check- Bldg CCP Resubmittal 7/13/07 BOUGAINVILLEA SPP. 00-LA-LA BOUGAINVILLEA 5 GAL 8'O.C. 87 MOD 0.5 MOD 1st CPD Submittal CCP Const. Doc. - 08/21/07 BUDDLEJA MARRUBIFOLIA WOOLY BUTTERFLY BUSH 15 GAL 6'O.C. 29 LOW 0.2 LOW 1st CVWD Submittal CCP Const. Doc. - 08/22/07 CAESALPINIA PULCHERRIMA RED BIRD OF PARADISE 5 GAL 8'O.C. 34 MOD 0.5 MOD 2nd CPD Submittal CCP /K ' , ' Const. Doc. - 10/30/07 \ CHRYSACTINIA MEXICANA DAMIANITA 1 GAL 2' 24 LOW 0.2 LOW 2nd CVWD Submittal CCP Const. Doc. - 10/30/07 CONVOLVULUS CNEORUM BUSH MORNING GLORY 1 GAL 4'® 62 LOW 0.2 LOW 3rd CPD Submittal CCP Const. Doc. - 11/16/07 '` , , , ' O DASYLIRION WHEELERI DESERT SPOON 15 GAL 5' 7 LOW 0.2 LOW 3rd CVWD Submittal CCP Const. Doc. - 11/27/07 FOUQUIERIA SPLENDENS OCOTILLO 15 GAL - 22 LOW 0.2 LOW B / r O HESPERALOE PARVIFLORA RED YUCCA 1 GAL 4' 47 LOW 0.2 LOW Ile JUSTICIA BRANDEGEANA SHRIMP PLAN 1 GAL I 16 MOD 0.5 LOW / ✓ / LEUCOPHYLLUM FRUTESCENS TEXAS RANGER 15 GAL 8' 18 LOW 0.2 LOW/MOD � CQ B v•. v � , ' ` ® LIRIOPE MUSCARI BIG BLUE LILY TURF 5 GAL 18" 88 MOD 0.5 MOD �y C err- o' MUHLENBERGIA CAPILLARIS PINK MULHY 5 GAL - 109 MOD 0.5 MOD +-� / O B ". \ O_y • V // ,; O _ _� � ,\. B °: " •.` `. :. . % `,: • ___. _ __._ __ __ ___ _ _ _ __-..._ _....__ __ _-.-__ N NANDINA DOMESTICA HEAVENLY BAMBOO 5 GAL - 24 MOD 0.5 AN MOD � •d � •�."�' \ ; O / _ — _ O / GRASS_._. NASSELLA TENUISSIMA MEXICAN FEATHER G 5 GAL 94 LOW 0.2/ 0 O O LOW r o '- -, `---.- , ' "- U ROSEMARINUS OFFICINALIS 'BLUE SPIRES' ROSEMARY 5 GAL 6' 59 MOD 0.5 MOD U .�, �O. " •' / / / •• ;_„ � ," _- - . :,: , ' `-, , � _ -, '_ I '' ', �� RHUS OVATA SUGAR BUSH 15 GAL 14' 71 MOD 0.5 MOD B Q ;\ \ ' ® $ e RUELLIA BRITTONIANA'KATIE' N.C.N. 1GAL 3' 103 LOW 0.2 LOW/MOD •lam • ® , ® O U SALVIA GREGGII RED SAGE 1 GAL 6' 102 MOD 0.5 MODCQ SENNA ARTEMISIOIDES FEATHERY SENNA 5 GAL 6' 82 LOW 0.2 LOW m / G x ti SIMMONDSIA CHINENSIS JOJOBA 15 GAL 6 29 LOW 0.2 LOW 7 co TECOMA STANS 'GOLD STAR' GOLD STAR TECOMA 15 GAL 12' 121 LOW 0.2 LOW/MOD \ J i. \ o y o O o / , / y v o N �p,NDSC � SOIL AMENDMENT Q ' \,O. ® r N AT THE CONCLUSION OF ROUGH GRADING, AN AGRICULTURAL SUITABILITY SOILS TEST SHALL C,0 qAF .r T— BE PREFORMED BY THE CONTRACTOR AND FURNISHED TO THE CITY OF PALM DESERT FOR THEIR REVIEW AND APPROVAL THE INSTALLING CONTRACTOR SHALL INSTALL ONLY THOSE03 HE SOIL TESTING LAB/FACILITY SOIL AMEMDMENTS AND FERTILIZERS AS RECOMMENDED BY T v _ ignature O � AFTER REVIEW BY THE CITY USE A LOCAL SOIL TESTING LAB \ s ' a a 1 � � 11 27 07 / , O qT ate / / - y U W ALL INSTALLATION AND MAINTENANCE SHALL MEET OR EXCEED THE CITY OF PALM DESERT'S F D Q � �" ®� - DF CALF N I "WA EFFICIENT LANDSCAPE" AND FOLLOW THE MAINTENANCE SCHEDULE AND GUIDELINES TER E EXPIRES 1 1 -30-2008 �� EDITION.ESTABLISHED IN THE CITY OF PALM DESERTS DESERT FLORA MAINTENANCE GUIDE, CURRENT / y , , \ / ON ® � / vv / ®� — O ` LU Ld O , / � � �® a�� ��` �,� B `$. a��� NOTE: (n / Cn ❑ e . \ . _-�® ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO DELIVERY. ' r - 11 CONTRACTOR SHALL PROVIDE LANDSCAPE ARCHITECT WITH PHOTOGRAPHS AND _ Uj C.� ° SPECIFICATIONS OF MATERIAL RECOMMENDED TO BE PURCHASED BY THE CONTRACTOR. FOR CIO 00 CD Z BOX, CONTRACTOR SHALL PROVIDE PHOTO OF EACH SPECIMEN. FOR ALL ` .. 36 / ..: J TREES SHRUBS 24' BOX AND UNDER, CONTRACTOR MAY SUBMIT A REPRESENTATIVE N / r \ O G ._. i / � � -. •• ,' •• .=`.:r. ..;• fie` ,, �•_�_ J .� 1® ARCHITECT RESERVES THE RIGHT TO REJECT MATERIAL / \., v O "a � ` � ,,, ,� ' DELIVERY TO THE SITE NOT PREVIOUSLY APPROVED OR NOT REPRESENTATIVE OF THE APPROVED PHOTOGRAPHS. LU T X U W N Q , = ALL PHOTOGRAPHS SHALL CONTAIN A PERSON OR MEASURING POLE, AND FRAME THE ENTIRE O \ � LL I' TREE / SHRUB. SPECIFICATIONS SHALL ADDRESS CALIPER, HEIGHT AND WIDTH OF TREE / L•LJ E3 �,1 ® SHRUB. ONLY PLANTS WITH STRONG TRUNKS SINGLE LEADER GOOD BRANCH CONFIGURATION 0 Z / \ ® _ = LLO r AND INTACT LOWER BRANCHES WILL BE ACCEPTED. — (DqD U N�s� W Q f 4WJ O ALL PLANT MATERIAL SHALL MEET THE AMERICAN NURSERY STANDARD ANSI 300 AND ARIZONA Z N 00 J : G NURSERY ISA STANDARDS. Z p ' O \ \ , M \; i \� \ _ I I ' ® REGARDLESS OF PREVIOUS LANDSCAPE Q a' � ®�v ': ', , ° �3,,.."`• � € .� OUS DSCA E ARCHITECT OR OWNER APPROVALS, THE CITY OF PALM 3 .:',' y e o p _,._, DESERT LANDSCAPE INSPECTOR AND MANAGER RESERVES THE RIGHT TO REJECT ANY AND ALL O , � I PLANT MATERIAL o IA e ^ " ' ,O _ O I z,. O , O,. \ \ cy i :. v `,o ® u BACKFILL NOTE: ® e BACKFILL FOR TREES AND SHRUBS TO BE NATIVE SITE SOIL ONLY UNLESS OTHERWISE =rl Ov _ M ® (� ® — o RECOMMENDED BY SOILS REPORT. cn \ 00 _ . ! O `\ r ..:..:.: . p , O Cn7 - I O ®,0 0 • >w Q c� . .. . . .•. . F.; : .r ; . = Y \\ ,, o o �: UTILITY SYMBOL LEGEND r MOE \ ,_ 00 a 1 \ e" O \ z \ : \ \' �• - 0 Q � . � C< W S a_ O r , Ov O \ \ _ - S ' — _ cz O \ MEDIUM PRIMARY PULLBOX - FLUSH TYPICAL A.C. LOCATION r 0 \ \ o O C ,b, ; .�. a 0 WATER METER J O O�1 v O \v . �. 'O W CO N \._ ., m. �\ \ TRANSFORMER PAD STORM DRAIN CATCH BASIN � W CO Ifl ABOVE GROUND TRANSFORMER WITH CURB DEPRESSION cr � B 0\ \ '� W W Q E \ \ \ \ S Cz BACKFLOW PREVENTER � F— v� ,v W U a. � F, o s EXISTING SWITCH ENLOSURE POINT OF CONNECTION - GAS C,) \ \'\ (PER IID PLANS, CHECK WITH ROY JACOBSEN) � �O POINT OF CONNECTION - SEWER Z J O — — — POINT OF CONNECTION - WATER Q Q \ , S \ w FIRE HYDRANT CVWD EASEMENTS NOTE: NO TREES SHALL BE PLANTED WITHIN CVWD .� FIRE RISER LOCATION EASEMENTS OR RIGHT-OF-WAYS. + \ ELECTRICAL LUMINAIRE LEGEND ❑ AREA DRAIN - PLANTER o AREA DRAIN - HARDSCAPE SHRUB PLANTING LANDSCAPE SYMBOL LEGEND O o y O s DIA BOLLARD PLAN O BOULDER 2' - 5' BOULDER STONE BOULDER - COLOR TO BE DESERT SAND O KEY MAP SIZE TO BE 25% 2' DIA., 25% 3' DIA., 25% 4' DIA., 25% 5'DIA. O 0 ARCHITECTURAL SCONCE AVAILABLE THROUGH - SOUTHWEST BOULDER & STONE p PHONE: (760) 342-5522 DAMP/V1lET LOCATION DRAWN 0 CCP f� NORTH 8O CHECKED COBBLE 1 - 4 COBBLE COBBLE AGGREGATE - COLOR TO BE DOS RIOS WITH O LP20 LUMINAIRE � } �� SCALE : 1 ' — 2O' B.H. CLEAN GRADED FINISH. DATE AVAILABLE THROUGH - SOUTHWEST BOULDER & STONE 06/07/07 ;� o These plans have been reviewd by the Cochela Valley Water o PHONE: (760) 342-5522s�; � [t\ A � � VJA District In accordance with Water Code Title 7, Division 1, SCALE ^� ` Chapter 3, Article10.8, Section 65597 et. se requiringcV 0�3TR1� efficient landscape and irrigation design in cooperation with n i \ a JOB NO. � h the local governing agency (City or County). MOUND - NO HIGHER THAN 36 FROM TOP OF ASPHALT ARCHITECTURAL SYMBOL LEGEND j s Approval of this drawing by CVWD Staff does not constutute W \ t \ approval to encroach into district and USER Rights—of—Way. a Trees, plants, walls and permanent structuresof any king may o � �: -- not be planted or installed in CVWD and USBR easements or SHEET DECOMPOSED GRANITE: � "�� , . o 771 CAR PORT right—of—way without fir t obtaining an encroachment permit i 2 DEPTH LAYER AFTER COMPACTION ) I� O O INSTALLED IN ALL SHRUB BEDS CO from CvwD. COLOR - 'DESERT GOLD' � ( ) \A�" ` - � L- 1 1 W G GARAGE DATE: WATER MAN EMENT UPE OR Z J CONTRACTOR TO SUBMIT SAMPLE TO CITY FOR APPROVAL NTS �-. g L20297 DEVELOPMENT SER ICES SUPERVISIOR OF 16 SHEETS 1 I DATE - REVISIONS BY SHRUBS WATER USE WATER USE 1st CPD Submittal CCP Concept - 04/24/07 SYM. BOTANICAL NAME COMMON NAME SIZE SPACING QTY WUCOLS REGION-6 PALM DESERT Plan Check - Bldg 1 g CCP Resubmittal 6/13/07 n O O o O° ° ° B ° b + O BOUGAINVILLEA SPP. 00-LA-LA BOUGAINVILLEA 5 GAL 8 O.C. 87 MOD 0.5 MOD 2d CPD Submittal Concept - 07/5/07 CCP �J > �.�J O o O O t O I .• BUDDLEJA MARRUBIFOLIA WOOLY BUTTERFLY BUSH 15 GAL 6'O.C. 29 LOW 0.2 LOW Q Plan Check - Bldg CCP � O Resubmittal 7/13/07 �fID�.. I \ I % ® O CAESALPINIA PULCHERRIMA RED BIRD OF PARADISE 5 GAL 8' O.C. 34 MOD 0.5 MOD 1st CPD Submittalrr CCP J1 ) I I \ / I H 0 Const. Doc. - 08/21/07 O s ,, G 5 I I \ / O CHRYSACTINIA MEXICANA DAMIANITA 1 GAL 2' 24 LOW 0.2 LOW 1st CVWD Submittal CCP 1 I \ / Const. Doc. - 08/22/07 I II CONVOLVULUS CNEORUM BUSH MORNING GLORY 1 GAL 4 62 LOW 0.2 LOW ® 2s�d CPD SubSttat CCP ° Const. Doc. - 10/30/07 i, O DASYLIRION WHEELERI DESERT SPOON 15 GAL 5' 7 LOW 0.2 LOW CCP 2nd CVWD Submittal O o e ❑- / \ "� Const. Doc. - 10/30/07 \�, ! I I I ` FOUQUIERIA SPLENDENS OCOTILLO 15 GAL - 22 LOW 0.2 LOW t; Q o 3rd CPD Submittal e®O I I / \ I ® I � CCP �.. - � I I / \ I �^ � � � HESPERALOE PARVIFLORA RED YUCCA 1 GAL 4' 47 LOW 0.2 LOW Const. Doc. 11/16/07 rd D / I B _y u - 3 CVW Submittal CCP e JUSTICIA BRANDEGEANA SHRIMP PLAN 1 GAL 1 16 MOD 0.5 LOW Const. Doc. 11/27/07 rL LEUCOPHYLLUM FRUTESCENS TEXAS RANGER 15 GAL 8' 18 LOW 0.2 LOW/MOD ®; l : I e �� I I �> U O � + ED ® LIRIOPE MUSCARI BIG BLUE LILY TURF 5 GAL 18" 88 MOD 0.5 MOD ," I H CO W r. 1fJ ' �„ I MUHLENBERGIA CAPILLARIS PINK MULHY 5 GAL - 109 MOD 0.5 MOD G CCCQ @) NANDINA DOMESTICA HEAVENLY BAMBOO 5 GAL - 24 MOD 0.5 MOD . ,. I., NASSELLA TENUISSIMA MEXICAN FEATHER GRASS 5 GAL - 94 LOW 0.2 LOW CQ ch 'a 0 Q ROSEMARIN 9 OI US OFFICINALIS 'BLUE SPIRES' ROSEMARY 5 GAL 6' 59 MOD 0.5 MOD V .- O ,� b4-4 RHUS OVATA SUGAR BUSH 15 GAL 14' 71 MOD 0.5 MOD +� O ` e , �`�� - F � RUELLIA BRITTONIANA'KATIE' N.C.N. 1GAL 3' 103 LOW 0.2 LOW I MOD • U 8 •54 v I O SALVIA GREGGII RED SAGE 1 GAL 6' 102 MOD 0.5 MOD .,�., G o RTEMISIOIDES FEATHERY SENNA 5 GAL 6 82 LOW 0.2 LOW p .� Q SENNA A a -- SIMMONDSIA CHINENSIS JOJOBA 15 GAL 6 29 LOW 0.2 LOW I TECOMA STANS GOLD STAR GOLD STAR TECOM 15 GAL 12 121 LOW 0.2 LOW/MOD AB C�2 CV O b I O • sz i (7 H , 0 co o O _. SOIL AMENDMENT 1.4 GRADING, AN AT THE CONCLUSION OF ROUGH GRADI AGRICULTURAL SUITABILITY SOILS TEST SHALL H _ PALM DESERT FOR � _ 1 ,.. - ... ,§ ® I BE PREFORMED BY THE CONTRACTOR AND FURNISHED TO THE CITY OF PA S O t THEIR REVIEW AND APPROVAL. THE INSTALLING CONTRACTOR SHALL INSTALL ONLY THOSE - _,. _.. .,. .. .. ....... .. ........._:gym , , _, __O .; + SOIL AMEMDMENTS AND FERTILIZERS AS RECOMMENDED BY THE SOIL TESTING LAB/FACILITY �p.N SCgp - -- AFTER REVIEW BY THE CITY. USE A LOCAL SOIL TESTING LAB. �cHARD q ®. �0 40 s ® A i NOTE: ca -B H rTt ALL INSTALLATION AND MAINTENANCE SHALL MEET OR EXCEED THE CITY OF PALM DESERTS � .. 3j i WATER EFFICIENT LANDSCAPE AND FOLLOW THE MAINTENANCE SCHEDULE AND GUIDELINES ignature r m e�` � n n 1 1-27-07 B r - °,, O t ESTABLISHED IN THE CITY OF PALM DESERTS DESERT FLORA MAINTENANCE GUIDE, CURRENT s Date P i �. �9T I I EDITION. J O F A� ` O �. a O Q I C ........_ ....... .... ... -......Y .-. .. __........... rc ._.K.. ..V _v.. .. ......_.-. ... 1 O I �® O O _ O' v _ „-.fK� l - � EXPIRES 1 1-30-2008 O , o ' o — O �� � a NOTE ° ® ° I ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO DELIVERY. G W \ I CONTRACTOR SHALL PROVIDE LANDSCAPE ARCHITECT WITH PHOTOGRAPHS AND 4 O ® , � I ® . SPECIFICATIONS OF MATERIAL RECOMMENDED TO BE PURCHASED BY THE CONTRACTOR. FOR U) - - ® - I o I 3 „ B J CU o 6 BOX, CONTRACTOR SHALL PROVIDE . E ., PHOTO OF EACH EN FOR ALL _l O N TREES SHRUBS 24 BOX AND UNDER CONTRACTOR MAY SUBMIT A "REPRESENTATIVE"I Ol ; hN $0 ® ® �. ❑ ! `. I ® ' PHOTGRAPH. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT MATERIAL Cl.; ] DO �: t �/ "" I O i , DELIVERY TO THE SITE NOT REVIOUSLY APPROVED OR NOT REPRESENTATIVE OF THE � IO 3�� O ® � , B i APPROVED PHOTOGRAPHS. } ® T - ALL PHOTOGRAPHS SHALL CONTAIN A PERSON OR MEASURING POLE, AND FRAME THE ENTIRE W TREE / SHRUB. SPECIFICATIONS SHALL ADDRESS CALIPER, HEIGHT AND WIDTH OF TREE / J '— Z ` Q ®` go A go I B H ` • I`, SHRUB. ONLY PLANTS WITH STRONG TRUNKS, SINGLE LEADER, GOOD BRANCH CONFIGURATION W CO Q v OI W N J �� ❑ ° AND INTACT LOWER BRANCHES WILL BE ACCEPTED. W >_ L.L z a F �'? ALL PLANT MATERIAL SHALL MEET THE AMERICAN NURSERY STANDARD ANSI 300 AND ARIZONA 0 z U N ® N ® N ®® o NURSERY ISA STANDARDS. X V N ® I G (D Q ,, I ! o �- ` .___o_ I REGARDLESS OF PREVIOUS LANDSCAPE ARCHITECT OR OWNER APPROVALS, THE CITY OF PALM z 00 .� � m - J ® o., ~� ° DESERT LANDSCAPE INSPECTOR AND MANAGER RESERVES THE RIGHT TO REJECT ANY AND ALL 00 Y: I I I\ o ! ' PLANT MATERIAL W — t� - \ / cn 3= G \ G, I 8 ' ::. ' O Q \ / � I BACKFILL NOTE: Z W � ❑ ° � a - , p a A / t BACKFILL FOR TREES AND SHRUBS TO BE NATIVE SITE SOIL ONLY UNLESS OTHERWISE O or. RECOMMENDED BY SOILS REPORT. r � h OH s ` G \_ : 0 a I , OX � UTILITY SYMBOL LEGENDQ W _j ° , \ Q / \ O ; x + _ o Q O o O O O e e O O O O S S ®O O O O o. , ` O - - Cz MEDIUM PRIMARY PULLBOX FLUSH TYPICAL A.C. LOCATION W H r „ I J — OO WATER METER Q 0- U O I c , o O i TRANSFORMER PAD - STORM DRAIN CATCH BASIN O LU 0 N i T ABOVE GROUND TRANSFORMER WITH CURB DEPRESSION > M W CVWD EASEMENTS NOTE: ' ~ o t- 0 \ i BACKFLOW PREVENTER LU LU U E NO TREES SHALL BE PLANTED WITHIN CVWD I w Q Cz R RIGHT-OF-WAYS. i EXISTING SWITCH ENLOSURE POINT OF CONNECTION - GAS Cl) Q C EASEMENTS O I ❑ ❑ (PER IID PLANS, CHECK WITH ROY JACOBSEN) U - POINT OF CONNECTION SEWER � I FIRE HYDRANT — - - POINT OF CONNECTION - WATER z ' I Q Q ELECTRICAL LUMINAIRE LEGEND I FIRE RISER LOCATION n— J ❑ AREA DRAIN - PLANTER LANDSCAPE SYMBOL LEGEND O 8" DIA BOLLARD o AREA DRAIN - HARDSCAPE ® BOULDER 2' - 5' BOULDER STONE BOULDER - COLOR TO BE DESERT SAND o ARCHITECTURAL SCONCE SHRUB PLANTING SIZE TO BE 25% 2' DIA., 25% 3' DIA., 25% 4' DIA., 25% 5'DIA. AVAILABLE THROUGH - SOUTHWEST BOULDER & STONE 0 40 PLAN PHONE: (760) 342-5522 DAMP/WET LOCATION KEY MAP COBBLE 1" - 4" COBBLE COBBLE AGGREGATE - COLOR TO BE DOS RIOS WITH LP20 LUMINAIRE DRAWN CLEAN GRADED FINISH. NORTH 2 O 8 O CCP CHECKED AVAILABLE THROUGH - SOUTHWEST BOULDER & STONE —n 42 22 , E .' SCALE : 1 - 201B.H. NE: 7 5 , .:{ PHONE: ( 60) 3 5 DATE ARCHITECTURALSYMBOL LEGEND ` These plans have been reviewd by the Cochela Valley Water 06/07/07 0 " s: District In accordance with Water Code Title 7, Division 1, Z MOUND - NO HIGHER THAN 36 FROM TOP OF ASPHALT Chapter 3, Article10.8, Section 65597 et. se requiring SCALE N a,z• a ti vaz ��:' n ' -r,� s �y"L .s .� �: p q• q g Q$•rR' efficient landscape and irrigation design in cooperation with CAR PORT DECOMPOSED GRANITE: the local governing agency (city or County). � Approval of this drawing by CVWD Staff does not constutute JOB NO. approval to encroach into district and USBR Rights—of—Way. a INSTALLED IN ALL SHRUB BEDS , 2" DEPTH LAYER ( AFTER COMPACTION ) z k, Trees, plants, walls and permanent structuresof any king may o not be planted or installed in CVWD and USBR easements or SHEET i- COLOR - 'DESERT GOLD' G GARAGE , , �� ,:� right—of—way without first obtaining an encroachment permit Ji CONTRACTOR TO SUBMIT SAMPLE TO CITY FOR APPROVAL from CVWD. L- 12 W NTS QQ DATE: WATER �ME EM*RV ZESS VISOR g L2029V DEV S UPERV OF 6 SHEETS MIMI I iA I 2 2 IN TURF / 1" IN PLANTER NOTES: DATE - REVISIONS BY _ TEE OFF MAINLINE TO BE _ SAME SIZL AS LATERAL _ =I I= _ _ A-1 1st CPD Submittal CCP 1 B\ / A-1 I II I(I II I II I II I ILI =1 I I- I-1 LINE EXITING VALVE. Concept - 04/24/07 \/ 2 I-1 _-1 I III III- �1 AT VALVE. SIZEPVALVE E SIZE 2 �- Resubmittal6/11Plan Check - 13/07 CCP Z - - BOX FOR ALL EQUIPMENT Q I I I 3 ------ ---.-----.--- TO FIT WITH EASY ACCESS I I �J TO BALL VALVE AND 3 3 ;' -- - -- --- _-- ---- ------- �1 FILTER FOR CLEANING. ;` 2nConcept - 07/5/07 CCP Z WALL U = _ _ -III- _►I I=III I-1 I I-I 11=1 11= 1=1 1=1 I -I 11= I I- 11=1 11=1 11 2 Plan Check- Bldg CCP Z _ _ _ _ - _ _ _ - = 6„ _ _ - = 12" 4 ��I I=1 I=1 I 5 6' 11= I =III=1 I(= 0 Resubmittal 7/13/07 4 .III III III I -III-III_III_I 5 _III-III III-III I - - _ -I e I- -III-III- _ _ _ - _ _ _ 1 = _ _ _ _ _ _ = I_I I I_I I I III-I I I_I I I-, 1 st CPD Submittal �f- ,s" MIN. II I I I I II I II I I - =1 I II I II I I I I II I II I I: 12" 5 10 ►I-,I I I, III 19 �c 14 II II I II i,I I1- 12" Const. Doc. - 08/21/07 CCP • 5 3 5 7 1° s 1 st CVWD Submittal ' 18"-24" 18"-24" }2 CCP Const. Doc. - 08/22/07 6 8 2' 9 7 11 9 2nd CPD Submittal CCP s Const. Doc. - 10/30/07 7 8 2nd CVWD Submittal CCP 9 Const. Doc. - 10/30/07 11= o°v02' C1'oo"�` 6 12 11 6 1 13 4 14 7 6 15 18 16 1 13 4 17 5 7 3rd CPD Submittal CCP =III=III=III=III=III=I I =III=III=I I =III=III=I ��� SECTION ELEVATION NOTES Const. Doc. - 11/16/07 "O�° o�0 1. ELECTRIC CONTROL VALVE PER LEGEND 8. COMMON BRICK - 4 REQUIRED USE TEFLON TAPE ON ALL MALE PIPE 1. ELECTRIC CONTROL VALVE PER LEGEND 9. PVC LATERAL LINE PER LEGEND 3rd CVWD Submittal =III=III=III=III=III= =III=III=III=III=III= 4 2. 12"x18" PLASTIC VALVE BOX WITH BOLT 9. PVC LATERAL LINE PER LEGEND 2. 'JUMBO' PLASTIC VALVE BOX WITH BOLT 10. PVC SCH 40 ELL - SxS CCP 1. 10" ROUND PLASTIC VALVE BOX W/LOCKING LID DOWN LID - HEAT BRAND STATION NUM- 10. PVC SCH 40 ELL - SxS 1. FINAL GRADE THREADS FOR PVC TO PVC CONNECTIONS. DOWN LID - HEAT BRAND STATION NUM- 11. PVC MAINLINE PER LEGEND - TYP Const. Doc. - 11/27/07 BER ON LID IN 2" HIGH CHARACTERS 11. PVC MAINLINE PER LEGEND 2. NATIVE SOIL BACKFILL PER SPECIFICATIONS / R ON LID IN 2" HIGH CHARACTERS 12. SCH 40 PVC MAINLINE FITTING TAN IN COLOR ON D.G., GREEN IN TURF TAN IN COLOR ON D.G., GREEN IN TURF 12. SCH 40 PVC MAINLINE FITTING 3. 6" POP-UP SPRAY HEAD & NOZZLE PER LEGEND DO NOT USE PIPE DOPE. SET PERIMETER BE TAN IN COLOR ON D.G.,GREEN IN TURF 13. 3/4" CRUSHED ROCK - 6" DEEP 2. HEAT BRAND "BV" ON LID IN 2" HIGH CHARACTERS 3. FINAL GRADE 13. 3/4" GRAVEL - 6" DEEP 4. 1/2" MARLEX STREET ELL HEADS 18" FROM CURBS WALKS 14. 'CHRISTYS' I.D. TAG OR EQUAL 3. FINAL GRADE 1. WALL MOUNT CONTROLLER MOUNT PER MANUFACTURER 3. FINAL GRADE 4. PVC SCH 40 MALE ADAPTER - SIZE AS 14. 'CHRISTY'S' I.D. TAG OR EQUAL 5. 1/2" SCH 40 PVC STREET ELL TxT � '�' 4. PVC SCH 40 MALE ADAPTER 15. BALL VALVE PER LEGEND 2. LOCKING NUT 4. 3/4" CRUSHED ROCK - 4" DEPTH NOTE: REQUIRED - TYP. OF 2 6. 1/2" x 12" MIN. SCH 80 PVC THREADED NIPPLE DRIVEWAYS, HARDSCAPE AND 18 5. WATERPROOF WIRE CONNECTOR WITH 36" 16. Y-FILTER PER LEGEND C,3. ELECTRICAL JUNCTION BOX 5. BALL VALVE PER IRRIGATION PLAN USE TEFLON TAPE 5. WATERPROOF WIRE CONNECTOR WITH 36" NOTES: 7. 1/2" MARLEX STREET ELL FROM VERTICAL OBJECT SUCH AS COILED EXPANSION LOOP 17. PRESSURE REGULATOR PER LEGEND 4. 120V WIRES IN RIGID CONDUIT PER LOCAL CODES 6. COMMON BRICK - 4 REQUIRED COILED EXPANSION LOOP TEE OFF MAINLINE TO BE SAME SIZE AS 18. SCH 80 PVC NIPPLE - TYP ON ALL MALE PIPE 8. SCH 40 PVC LATERAL LINE FITTING WITH 6. WIRES FROM CONTROLLER 5. RIGID CONDUIT FOR COMMON / CONTROL WIRES 7. SCH 40 PVC MALE ADAPTER - 2 REQUIRED THREADS. 6. WIRES FROM CONTROLLER LATERAL LINE EXITING VALVE. ONLY REDUCE 1/2" FEMALE THREADED OUTLET FENCES, WALLS, AND BUILDINGS ETC. USE 7. COMMON WIRE TO OTHER VALVES ON 19• SCH 40 PVC FEMALE ADAPTER O 6. SWEEP ELL - SIZE AS REQUIRED 8. MAINLINE PIPING PER IRRIGATION PLAN 7. COMMON WIRE TO OTHER VALVES ON PIPE SIZE AT VALVE. * 1/2" IN TURF, 2" IN PLANTER M--� O O i`- 9. LATER LINE PIPING PER LEGEND ONLY BOTTOM INLET OF HEAD. SAME CONTROLLER 7. FINAL GRADE (FLOOR SURFACE FOR INDOOR MOUNT) 9. VALVE BOX EXTENSIONS) AS REQUIRED SAME CONTROLLER * 1/2" IN TURF, 2" IN PLANTER O O CO * MOUNT CONTROLLER AT "EYE-LEVEL" (+/- 5'-0") * 1/2" IN TURF AREAS AND 2" IN SHRUB AREAS 8. COMMON BRICK - 4 REQUIRED CQ CO CQ 1 Controller 2 Ball Valve - Full Port 3 Remote control valve C4) Turf Pop-Up Spray Head C5) Drip valve 0 ."4 .� � a �le�ving:s Trenching' a (DRAIN SINGLE-OUTLET EMITTER: C) + « « + + « RAIN BIRD 2 .d O� •w + + + + + + + + + + + + + + + + + + + I-1 I I- XB-20PC-10-32 2 GPH G + + + + + . + + + + + + + + + + + ._ PRESSURE-COMPENSATING + + + + + + + + + + + + + + + + + + .� `.. MV -III- + + + + + + + + + + « + + + + + + + + .=III=1 1 MODULE 5 � U 3 -III-II+ + + + + + + + + + + + _ _ QCV + + + + + + + + + + + + + + - + + + + « + + + + + + + + + + -III + + + + + + + + + + + + + =III=1 2 O2 9. 1/2" SCH 80 PVC NIPPLE - C) •� 4 :I I M I+++++++`+++`+`+++ + + + + + + + + + + 18" LENGTH AS REQUIRED 6"-12" I 13 O I I + + + + + ♦ + « + « + + + + + + + + + a _ _-111-+ + + + + + « + + + + + + + + + + + + -(III+ + « « « + + + 3 * I` 24" Min. Or Per Spec�11-�I + + + + + + + + + + + + + + + + + + + _ - 12" O3 FINAL GRADE ��1j1 � � � + + + + + + + + + + + + + + + + + + + -III-+ + + + + + + + + + + + + + + -11 M 4 O 1/2-INCH X POLYFLEX I-III-III-I 11= I I- I I-III-III- - ` + ` ` + + + ' + + + ' ` ` + + ' + -_ =1 I_= 2" =1 I=1 I I=1 I I=1 6 6 2 =1 I=1 11 I RISER ADAPTER: RAIN :. BIRD FRA-o5o Al-I-I I ,2' =1 I I=�I: : . -I I- PVC SCH 40 TEE OR ELL -III-III=III. III-I I I I a q l U 1-1 1-1 I: 6" = 11=:.. -I I 1=1 6 4" -1 I- � py b PVC LATERAL PIPE U nt Cd 18"-24" - - - -_ PER CVWD DETAIL } 7 UNDISTURB NATIVE SOIL 11 1 6 3 18"-24" 10 2„ - NOTE: USE TEFLON 4 7 3 O� p TAPE ON ALL MALE �..s 0 O � 1° 2 I- -I 1 1- PIPE THREADS. (� U1 6 7 9 a -III- I I-I III III I I I=1 I I, I 11-1 l 1-1 11-i 12 11 7 8 10 5 5 10 9 11 13 - 2 1. ELECTRIC CONTROL VALVE PER LEGEND 4 6 5 SECTION / ELEVATION 10 2. RECTANGULAR VALVE BOX WITH BOLT-DOWN LID 1. HARDSCAPE (TYP)/FINISH GRADE 6" TAN IN COLOR ON D.G. GREEN IN TURF 3. HEAT BRAND "MV" ON LID IN 2 HIGH CHARACTERS 2. CLEAN BACKFILL - 90 % COMPACTION REQUIRED - SEE SPECS 7 1. 10" ROUND PLASTIC VALVE 8. PVC SCH 40 ELL - TxT �p.NDSCgp 4. FINAL GRADE 3. SAND (TYP) BOX WITH LOCKING LID 9. SCH 40 PVC MAINLINE FITTING5. PVC SCH 40 MALE ADAPTER 4. 6. WATERPROOF WIRE CONNECTION W/36" EXPANSION LOOP 5. PRESSURE MAINLINE SURE ERSLEEVE AL E(SIZE PER SLEEVE SCHART)/PRESSUIZE PER )RE MAINLINE SURE LATERAL 4 GREEN INTAN IN °TUURFLOR ON D.G 10. PER EQUIPMENT LEGEND PVC SCH 40 MAINLINE (PING HARD 6. 7. #14 OF WIRES TO CONTROLLER MASTER VALVE OUTPUT 6. CONTROL WIRE SLEEVE ADJACENT TO MAINLINE SLEEVE (SIZE PER CHART)/CONTROL NOTE 2. HEAT BRAND "QCV" ON LID 11. WALK, CURB, OR WALL, ETC. 8. 3/4" CRUSHED ROCK - 6" DEEP WIRE ADJACENT TO MAINLINE 5 IN 2" HIGH CHARACTERS 12. #4 REBAR, 18" MINIMUM X "1 EMITTER TO BE INSTALLED n 9. COMMON BRICK - 4 REQUIRED NOTES 3. FINAL GRADE LENGTH SUPPORT STAKE L�1 -I 10. PVC MAINLINE PER LEGEND - LENGTH AS REQUIRED - A MINIMUM OF 2" ABOVE 4. 3 4" CRUSHED ROCK 4" DEEP 13. STAINLESS STEEL CLAMP - 2 ALL SLEEVES TO BE SCH 40 PVC. SIZE ALL SLEEVES PER SLEEVING CHART ON PLANS. EXTEND 6 / � �'�'', - 11. PVC SCH 40 ELL - SxS SLEEVES 12" BEYOND EDGE OF HARDSCAPE ON BOTH ENDS. RECLAIMED WATER SLEEVES TO BE FINISH GRADE. 5. QUICK COUPLER PER LEGEND * 1/2" IN TURF AREAS - 12. MAINLINE PIPING FROM POINT OF CONNECTION 6. PVC SCH 80 NIPPLE 2' IN SHRUB AREAS. * S' nature MINIMUM 42"-48" DEEP ( OR PER WATER DISTRICT STANDARDS WHERE APPLICABLE). 13. MAINLINE PIPING TO CONTROL VALVES LENGTH AS REQUIRED 11_27_07 * 1/2" IN TURF AREAS, 2" IN SHRUB AREAS 7. PVC SCH 40 STREET ELL sJ. Date �Q q�F�F CA��F�� 6 Master valve 7 Trenching / Sleevin 8 Backflow reventer C9) Shrub dripemitter UOQuick coupler EXPIRES 11 -30-2008 INSTALL AT END OF ALL DRIP LATERAL RUNS 2 NOTE: �' TAN IN COLOR ON D.G. 3 FS d 0) GREEN IN TURF 1 2 1. ELECTRIC EMITTER CONTROL VALVE ASSEMBLY. J Cn (.41 2. BACKBONE LATERAL- SCHEDULE 40 PVC PIPE 4 8 3. AUTOMATIC FLUSH VALVE SEE DETAIL THIS SHEET I I O N HEAT BRAND ADV IN 2" HIGH LETTERS ON 5 g 4. DRIP LATERAL - SCHEDULE 40 PVC PIPE 00 ADV VALVE BOX COVER 5. BOUNDARY FOR DRIP VALVE ZONE I-III- I-III-I ;III-III-( III O Q CD 6 10 6. SHRUB EMITTER PER DETAIL THIS SHEET -III- -III-III 10 11 1-I I I-I I M I I- 7 7. IRRIGATION MAINLINE I-I -I I I-I I I- -I I-I I-III=� 1 r Q .I -111=III=1 -III=111= _ - 18"-24" F-- - 1 FINISH GRADE +++++++ +++ I.-I.I..I.-I..I.I- 3 7 5 � I I ICI=I I I + + + + + I -I I I EI I I- 7 W CO CO Q II-III-II +++++++++++ III-_III 4 8 I=III ,2 5 W � � a� � I=I I + + + + + III- 1 FLOW Q (� AUTOMATIC O + + + + + + O 9 0 z U Ln FLUSH CAP: 2„ O CV TORO FCH-H-FIPT LQ s X _fl W 4 Q z co .� MIN. UPSTREAM LENGTH OF MIN. DOWNSTREAM LENGTH OF i Co 3 STRAIGHT PIPE = 1Ox PIPE DIA. STRAIGHT PIPE = 5x PIPE DIA. < W O O 1. TREE TRUNK O cn W 1/2-INCH PVC SCH 80 NIPPLE 2. TREE ROOTBALL 1. 10" ROUND TAN PLASTIC VALVE BOX 8. PVC MAINLINE TO SYSTEM - / LENGTH AS REQUIRED) 3. 2" LODGE POLE PINE STAKES PER PLANTING PLAN 2 WITH LOCKING LID PER LEGEND 7 ( 2. HEAT BRAND "FS" ON LID IN 9. VALVE BOX EXTENSIONS AS REQUIRED L 4. PLANT BACKFILL PER PLANTING PLAN `1 5. D.G. 2" HIGH CHARACTERS 10. WATERPROOF WIRE CONNECTORS WITH 5 T PVC SCH 40 TEE OR ELL 3. FINAL GRADE 36" EXPANSION LOOP 1 6. FINISH GRADE 7. UNDISTURBED NATIVE SOIL 4. 3/4" CRUSHED ROCK - 4" DEEP 11. CABLE TO TRANSMITTER/CONTROLLER 8. RAINBIRD 1402 BUBBLER PER LEGEND 5. FLOW SENSOR PER LEGEND PER MANUFACTURER PVC LATERAL PIPE O 6. COMMON BRICK - 4 REQUIRED * 1/2" IN TURF AREAS 9. 1/2" SCH 80 PVC NIPPLE - LENGTH AS REQUIRED 10. 1/2" SCH 40 PVC ELL - SxT 7. PVC MAINLINE FROM POC - PER LEGEND 2" IN SHRUB AREAS � !!^^ 11. 1/2" CL 200 PVC LATERAL LINE V/ 12. SCH 40 PVC TEE AROUND PLANTING PIT z 13 T ical 1 in for emitters stem 14 Flow sensor W JFlush valve automatic (D2Tree bubbler � co T -� z Q Uj O o Q � T U O (M J M T > M � W CM (U W � Q E Cz W Q CL 0 U � 0 CINCH TIE 2" D.G, LAYER THROUGHOUT PLANTING AREA J Q 2 - 2" DIAMETER KEEP D.G. AWAY FROM SHRUB BASES J LODGE POLE PINE STAKES 2" D.G, LAYER THROUGHOUT PLANTING AREA FINISH GRADE KEEP D.G. AWAY FROM TREE TRUNKS FINAL GRADE 1�-+ �L�I IRRIGATION I T 11 I -I PLANTING - �- BACKFILL MIX ,I DETAILS - NDISTURBED NATIVE SOIL UNDISTURBED NATIVE SOIL 3 TIMES ti U I I I -�I - L� ROOTBALL DI DRAWN ROOTBALL NOTE: NOTE DIAMETER 1, SET TOP OF ROOT CROWN AT FINAL GRADE, 1, SET TOP OF ROOT CROWN AT FINAL GRADE, CCP CHECKED 3 TIMES 2, D.G. TO BE LIGHTLY FEATHERED AT TREE TRUNK, 2. D.G. TO BE LIGHTLY FEATHERED AT SHRUB TRUNK, H. ROOTBALL DIA, DO NOT BURY ROOT CROWN DO NOT BURY ROOT CROWN D T DATE �w These plans have been reviewd by the Cochela Valley Water 06/07/07 ^o District In accordance with Water Code Title 7, Division 1, SCALE BACKFILL NOTE: IN BACKFILL NOTE: Chapter 3, Article10.8, Section 65597 et. seq. requiring N BACKFILL FOR TREES AND SHRUBS p�$,�,R,`r( efficient landscape and irrigation design in cooperation with BACKFILL FOR TREES AND SHRUBS T❑ BE NATIVE SITE SOIL ONLY CVWD EASEMENTS NOTE: the local governing agency (City or County). JOB NO. T❑ BE NATIVE SITE SOIL ONLY Approval of this drawing by CVWD Staff does not constutute UNLESS ❑THERWISE RECOMMENDED approval to encroach into district and USER Rights-of-Way. a UNLESS OTHERWISE RECOMMENDED NO TREES SHALL BE PLANTED WITHIN CVWD Trees, plants, walls and permanent structuresof any king may 0 BY S❑ILS REPORT. not be planted or installed in CVWD and USBR easements or SHEET � BY S❑ILS REPORT, p o EASEMENTS OR RIGHT-OF-WAYS. right-of-way without fir t obtaining an encroachment permit from CVWD. a- ���v? L- 13 X W H DATE: WATER MA EMENT PE SOR Z A L20299 s TREE PLANTING SHRUB PLANTING DEVEL ENT SERVICES SUPERVISIOR OF 16 SHEETS B ,E. I � DATE - REVISIONS BY 1 st CPD Submittal CCP Concept - 04/24/07 QPlan Check - Bldg CCP Resubmittal 6/13/07 DAILY RUN TIMES PER MONTH BY HYDROZONE 2nd CPD Submittal CCP Concept - 07/5/07 2 Plan Check - Bldg CCP MONTH JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC YEARLY Resubmittal7/13/07 1 st CPD Submittal CCP Const. Doc. - 08/21/07 ETo 2.82 4.68 6.57 9.39 11 .27 13.15 13.15 10.33 9.39 6.57 3.76 2.82 93.90 1st CVWD Submittal CCP Const. Doc. - 08/22/07 2nd CPD Submittal CCP TREE / SHRUB DRIP Const. Doc. - 10/30/07 2nd CVWD Submittal CCP PLANT 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Const. Doc. - 10/30/07 FACTOR 3rd CPD Submittal CCP Const. Doc. - 11/16/07 EWU .49 .82 1.15 1.65 1 .84 2.31 2.31 1.81 1 .65 1.15 .66 .50 16.5 3rd CVWD Submittal CCP Const. Doc. - 11/27/07 RUN TIME 2 2 4 4 4 6 6 4 4 4 2 2 U I� CQ � CQ � .p U 0 o CITY WATER cu CALCULATIONS _ CITY OF PALM DESERT LANDSCAPE INSPECTION SCHEDULE CVWD CALCULATIONS o •M City of Palm Desert 0 0 a Y 1. SLEEVING/GRADING 5. GROUND COVER(DECOMPOSED GRANITE • SLEEVE DIAMETER, TYPE,DEPTH AND LOCATION • TYPE Q '4 ad • SOIL SURFACE DRAINAGE, ELEVATIONS AND TRASH • DEPTH& SPACING Estimated Water Use a 0 1 � Water Calculation Chart ad 00 (INCLUDING WEEDS&RUBBLE) • COMPACTION Meter A Seasonal Zone Water Use V 2. HARDSCAPE/BOULDERS-COBBLE 6. FINAL to Eto 1 2 3a 3b 4 W • SIDEWALK&WALK LAYOUT IRRIGATION Spring 12.54 14.72 16.5 19.36 20.64 r, d� • UTILITIES LOCATION VALVES BOXES&WIRING •-i C� Maximum Water Allowance: Overall Site • BOULDER TYPE, SIZE,WEIGHT&PLACEMENT •• CONTROLLER OPERATION& SCHEDULE Summer 34.77 40.75 45.75 53.68 57.29 0 M •• SPRINKLER, BUBBLER AND/OR DRIP EMITTER Fall-Winter 9.7 11.35 12.75 14.96 15.97 M ETo Zone ® 3. IRRIGATION SYSTEM ROUGH-IN TYPE, FLOW RATES &QUANTITY PER PLANT Totals 57.01 66.82 75.00 88.00 93.90 • TRENCH DEPTH&LOCATION •• OVERALL OPERATION • PIPE SIZE&CLASS •• AS BUILT Seasonal Zone Water Use Square Footage Calculations • PRESSURE TEST(125 PSI FOR 6 HOURS • TREE STAKING Season Shrub/Trees/Groundcover Turf Water • OVERALL 1 2 3 4 5 6 7 Q�p,NDSCgA Tree & Shrub Square foot 78866 4. PLANT MATERIAL(TREES& SHRUBS) Standing �, F Very Low Low Mod High Combined Moving Water nc- \CHAR q • CONDITION Water � �h� Turf Square foot 2152 � � • TYPE Spring 0.1 0.2 0.5 0.8 0.7 1.1 1.2 o, 403 m Total Square foot Cobble/Boulder 0 P 9 -�y Total Waterfeasture Square footage 1480 • PLACEMENT Summer 0.1 0.2 0.5 0.8 0.7 11 1.2 W C7 Total Lanscape Square foot 82498 Fall-Winter 0.1 0.2 0.5 0.8 0.7 1.1 1.2 -f * Ignature * T Zone No. Eto Water Ad'. Total Conversion Factors Total Square Footage Calculations 11-27-07 Factor I Sq. ft. 0.62 748 MWA IRRIGATION WATER USE SCHEDULE BY MONTH Total Tree and Shrub Square Footage 78,866 s9,. Date 1 57.01 0.5 0 0.62 748 0 Total Lawn Square Footage 2152 F OF CAL\F� 2 66.82 0.5 0 0.62 748 o THIS IRRIGATION SCHEDULE IS A GUIDE PER CVWD Total Annual Color Square footage 0 3a 75 0.5 0 0.62 748 0 Total Water feature Square footage 1480 EXPIRES 1 1 -30-2008 3b 88 0.5 0 0.62 748 0 SPRAY HEADS BUBBLERS&EMITTERS 4 9 88 0.5 82498 0.62 748 3210.470 Number of plants by water use %of Total Landscape Square Footage LAWN IRRIGATION DAYS PER WEEK BY MONTH TREE+SHRUB IRRIGATION DAYS PER WEEK BY MONTH VeryLow 0.000 0 0 JAN. FEB. MAR. APR. MAY. JUNE. JULY. AUG. SEP. OCT. NOV. DEC. JAN. FEB. MAR. APR. MAY. DUNE. JULY. AUG. SEP. OCT. NOV. DEC. Low 785 0.504 39762 � 2 3 4 5 6 7 7 6 6 4 2 2 2 3 4 5 6 7 7 6 5 4 3 2 Mod Total Number of plants 1557 High 702 0.4096 391004 J U Number of lants b water use %of Total Landscape Square Footage SPRAY TYPE HEAD FOR LAWN(IN MINUTE PER IRRIGATION DAY) BY MONTH BUBBLER TYPE HEAD FOR TREES (IN MINUTES PER IRRIGATION DAY) BY MONTH g T p Y � � Total 1557 1.00 J 1 Low 678 0.435 34342.420 JAN. FEB. MAR. APR. MAY. JUNE. JULY. AUG. SEP. OCT. NOV. DEC. JAN. FEB. MAR. APR. MAY. JUNE. JULY. AUG. SEP. OCT. NOV. DEC. o 2 Low/Mod 0 0.000 0.000 3 5 8 10 10 10 10 10 8 6 7 2 LOW 10 16 20 28 36 40 42 34 30 20 14 8 Maximum Water Allowance (� > 00 3 Mod 644 0.414 32620.234 C0 Zone No. Eto Water Adj. Total Sq. Total � � Convervion Factor 4 Mod/Hi 0 0.000 0.000 ROTATING TYPE HEAD FOR LAWN(IN MINUTES PER IRRIGATION DAY),BY MONTH EMITTER TYPE HEAD FOR SHRUBS (IN MINUTES PER IRRIGATION DAY),BY MONTH Factor Ft. 0.62 748 MWA r Q 5 High 0 0.000 0.000 JAN. FEB. MAR. APR. MAY. DUNE. DULY. AUG. SEP. OCT. NOV. DEC. JAN. FEB. MAR. APR. MAY. DUNE. JULY. AUG. SEP. OCT. NOV. DEC. 12 22 35 42 46 41 41 40 32 27 28 9 LOW 12 18 24 36 42 48 48 42 36 24 18 12 1 57.01 0.6 0 0.62 748 0.00 �- U CD 6 Low Trees 107 0.069 5419.821 J L 7 Low/Mod Trees 0 0.000 0.000 2 66.82 0.6 0 0.62 748 0.00 _ 3a 75.00 0.6 0 0.62 748 0.00 Q r U �/ 8 Mod Trees 107 0.069 5419.821 3b 88.00 0.6 0 0.62 748 0.00 W W � CO(� Q 9 Mod/Hi Tree 21 0.013 1063.703 CONTRACTOR TO PROVIDE AN IRRIGATION SCHEDULE FOR THIS SITE, TAKING INTO CONSIDERATION, WIND, SOIL TYPE, 4 93.90 0.6 82498 0.62 748 3852.57 (n cc (1 N L.L 10 High Trees 0 0.000 0.000 J a=-�TEMPERATURE & PLANT WATER USE. CONTRACTOR SHALL THEN PROGRAM THE CONTROLLER TO PRODUCE THE LLI Total 1557 SCHEDULED WATER RATES FOR EACH DAY, WEEK, & MONTH. CONTRACTOR SHALL THEN OBSERVE THE CONDITION OF Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Q z 0 M THE PLANTS & ADJUST THE SCHEDULE AS NEEDED TO ASSURE THAT THE PLANTS ARE NOT OVER OR UNDER IRRIGATED. Drip/ Bubbler l Micro spray 4 0.9 0.00 1 very Low O � V N Season Zonal Eto Plant Area Conversion Factors Estimated � � X _ Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use J Q UJ Drip Emitter 4 0.9 34342.420 1 Low Shrub Spring 20.64 0.1 0 0.62 748 0.9 z .� Season Zonal Eto Plant Area Conversion Factors Estimated CD Sumner 57.29 0.1 0 0.62 748 0.9 ^ z Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use Fall-Winter 15.97 0.1 0 0.62 748 0.9 0- IY C_ 00 Spring 20.69 0.2 34342.42 0.62 748 0.9 130.88 111 Summer 57.29 0.2 34342.42 0.62 748 0.9 362.40 WATER CONSERVATION CONCEPT TOTAL 0.00 Q U Fall-Winter 15.97 0.2 34342.42 0.62 748 0.9 101.02 TOTAL 594.30 STATEMENT. PlanVIrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Z W Drip / Bubbler/ Micro Spray 4 0.9 39762.24 2 Low z �• Season Zonal Eto Plant Area Conversion Factors Estimated ^ Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Project Site: Palm Desert 103 Apts Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use L.L Drip Emitter 4 0.9 0.000 2 Low/Mod Shrub Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Spring 20.64 0.2 39762.241 0.62 748 0.9 151.17 Season Zonal Eto Plant Area Conversion Factors Estimated Bubbler 4 0.75 5419.821 8 Mod Tree Project Location: Palm Desert, CA Summer 57.29 0.2 39762.241 0.62 748 0.9 419.59 Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use Season Zonal Eto Plant Area Conversion Factors Estimated Fall-Winter 15.97 0.2 39762.241 0.62 748 0.9 116.96 Spring20.69 0.35 0 0.62 748 0.9 Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use Landscape Architect/Irri ation Designer/Contractor:ner/Contractor: Lantex, Incz p g g TOTAL 687.72 Summer 57.29 0.35 0 0.62 748 0.9 Spring 20.69 0.5 5419.821 0.62 748 0.75 61.96 Z Q Summer 57.29 0.5 5419.821 0.62 748 0.75 171.58 Included in this project submittal package are: Check to indicate completion) W J Fall-Winter 15.97 0.35 0 0.62 748 0.9 p 1 P 9 ( P ) Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: C TOTAL 0.00 Fall-Winter 15.97 0.5 5419.821 0.62 74s 0.75 47.83 Drip/ Bubbler/ Micro Spray 4 0.9 39103.76 3 Mod L �" M p Y TOTAL 281.37 _X_ 1. Maximum Annual Applied Water Allowance. � T � Season Zonal Eto Rant Area Conversion Factors Estimated � Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Conventional Landscape: 3852.57 100 cubic feet/year Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use Z � i Drip Emitter 4 0.9 32620.234 3 Mod Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: + Recreational Turfgrass Landscape: 100 cubic feet/year(if applicable) Spring 20.64 0.5 39103.759 0.62 748 0.9 371.66 Q W O O Season Zonal Eto Rant Area Conversion Factors Estimated Bubbler 4 0.75 1063.703 9 Mod/High Tree Summer 57.29 0.5 39103.759 0.62 748 0.9 1031.61 J Value Factor s ft. 0.62 748 Irri. Eff. Water Use Season Zonal Eto Rant Area Conversion Factors Estimated Maximum Annual Applied Water Allowance: 3852.57 100 cubic feet/year 0- CU q Fall-Winter 15.97 0.5 39103.759 0.62 748 0.9 287.57 r Spring 20.69 0.5 32620.23 0.62 748 0.9 310.79 Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use Q O U p 9 TOTAL 1690.84 sumrier 57.29 0.5 32620.23 o.6z 748 0.9 860.56 Spring 20.69 0.65 1063.703 0.62 748 0.75 15.81 _X_2. Estimated Annual Applied Water Use by Hydrozone: J rI Fall-Winter 15.97 0.5 32620.23 0.62 748 0.9 239.89 Summer 57.29 0.65 1063.703 0.62 748 0.75 43.78 Turf rass H drozones: 146.56 100 cubic feet/ ear Q W CO 9 Y Y Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: � M TOTAL 1411.24 Fall-Winter 15.97 0.65 1063.703 0.62 748 0.75 12.20 r TOTAL 71.79 Recreational Turfgrass Hydrozones: 100 cubic feet/year Drip/ Bubbler/ Micro Spray 4 0.9 0.000 4 High > M � Season Zonal Eto Rant Area Conversion Factors Estimated W Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Very Low Plant Hydrozones: 0 100 cubic feet/year Q 0 g y yp Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use DripEmitter 4 0.9 0.000 4 Mod/Hi h PlantlIrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: W g Low Plant Hydrozones: 687.72 100 cubic feet/year Spring 20.64 0.65 0 0.62 748 0.9 W Season Zonal Eto Rant Area Conversion Factors Estimated Bubbler 4 0.75 0.000 10 High Tree Summer 57.29 0.65 0 0.62 748 0.9 Medium Plant Hydrozones: 1690.90 100 cubic feet/year (n a- Value Factor s ft. 0.62 748 Irri. Eff. Water Use Season Zonal Eto Rant Area Conversion Factors Estimated Y Y rY' Cz q Fall-winter 15.97 0.65 0 0.62 748 0.9 Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use High Plant Hydrozones: 0 100 cubic feet/year Spring 20.69 0.65 0 0.62 748 0.9 g Y Y TOTAL 0.00 W Sumner 57.29 0.65 0 0.62 748 0.9 Spring 20.69 0.8 0 0.62 748 0.75 Q CU Water Features: 138.3 100 cubic feet/year Fall-Winter 15.97 0.65 0 0.62 748 0.9 Summer 57.29 0.8 0 0.62 748 0.75 Q Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: TOTAL 0.00 Fall-Winter 15.97 0.8 0 0.62 748 0.75 Other 100 cubic feet/year Turf Rotor 4 0.9 2152 5 Turf TOTAL 0.00 Estimated Annual Total Applied Water Use: 2663.35 100 cubic feet/year Season Zonal Eto Rant Area Estimated J z Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use Q Q Drip Emitter 4 0.9 0.000 5 High Total Estimated Tree And Shrub Water Use: 2471.25 X 3. EATAWU < MAAWA Spring 20.64 0.7 2152 0.62 748 0.8 32.21 J Season Zonal Eto Rant Area Estimated Summer 57.29 0.7 2152 0.62 748 0.8 89.42 Value Factor s ft. 0.62 748 Irri. Eff. Water Use PlantfIrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Fall-Winter 15.97 0.7 2152 0.62 748 0.8 24.93 q X 4. Landscape Design Plan Spring 20.69 0.8 0 0.62 748 0.9 Spray/Rotor 4 0.75 2152 11 Turf - - TOTAL 146.56 Sumner 57.29 0.8 0 0.62 748 0.9 Season Zonal Eto Rant Area Conversion Factors Estimated _X_5. Irrigation Design Plan Fall-Winter 15.97 0.8 0 0.62 748 0.9 Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use PlantlIrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: TOTAL 0.00 Spring 20.69 0.76 2152 0.62 748 0.75 37.40 6. Grading Design Pfan Pool, Spa -Water Feature 4 1 1480 12 Moving IRRIGATION Sumner 57.29 0.6 2152 0.62 748 0.75 81.75 Season Zonal Eto Plant Area Conversion Factors Estimated Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Fall-Winter 15.97 0.76 2152 0.62 748 0.75 28.87 7. Soil Chemical Analysis (optional) Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use CALCS Bubbler 4 0.75 5419.821 6 Low Tree TOTAL 148.02 Spring 20.64 1.2 1480 0.62 748 1 30.38 Season Zonal Eto Rant Area Conversion Factors Estimated Description of Project: summer 57.29 1.2 1480 0.62 748 1 84.34 Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use Total Estimated Turf Water Use: 148.02 Fall-Winter 15.97 1.2 1480 0.62 748 1 23.51 Spring 20.69 0.2 5419.821 0.62 748 0.75 24.79 The planting for Palm Desert 103 Apartments was designed with water efficiency TOTAL 138.23 summer 57.29 0.2 5419.821 0.62 748 0.75 68.63 Plant/Irrigation System Type: Zone Irr. Eff. Area seasonal Plant Factor: in mind. The plant material chosen is mostly low and moderate users. Overall, this landscape DRAWN Fall-Winter 15.97 0.2 5419.821 0.62 748 0.75 19.13 Pool, Spa -Water Feature 4 1 1480 12 Moving will be very attractive and water efficient. TOTAL 112.55 Season Zonal Eto Rant Area Conversion Factors Estimated Total Estimated Water Use: 2663.35 CCP CHECKED Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use Date: 11/26/07 Prepared by: Michael McMillen Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Spring 20.69 1.2 1480 0.62 748 1 30.46 B.H. Bubbler 4 0.75 0.000 7 Low/Mod Tree Sumner 57.29 1.2 1480 0.62 748 1 84.34 DATE Season Zonal Eto Plant Area Conversion Factors Estimated Fall-Winter 15.97 1.2 1480 0.62 748 1 23.51 These plans have been reviewd by the Cochela Valley Water 06/07/07 ^o Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use TOTAL 138.30 1W�*TER District In accordance with Water Code Title 7, Division 1, SCALE Chapter 3, Article10.8, Section 65597 et. seq. requiring N Spring 20.69 0.35 0 0.62 748 0.75 �� efficient landscape and irrigation design in cooperation with Total Estimated Waterfeature Water Use: 138.30 $TR1 Sumner 57.29 0.35 0 0.62 748 0.75 the local governing agency (City or County). ,1oa NO. Approval of this drawing by CVWD Staff does not constutute W Fall Winter 15.97 0.35 0 0.62 748 0.751approval to encroach into district and USBR Rights-of-Way. F- TOTAL 0.00 Total Estimated Water Use: 2757.57 CVWD EASEMENTS NOTE. Trees, plants, walls and permanent structuresof any king may o not be planted or installed in CVWD and USBR easements or SHEET right-of-way without first obtaining an encroachment permit NO TREES SHALL BE PLANTED WITHIN CVWD �Zr � ;? L- 14 X W EASEMENTS OR RIGHT-OF-WAYS. DATE: WATER MA ME SU ISOR s L2o3oo DEVEL ENT S RVICES SUPERVISOR OF 16 SHEETS i DATE - REVISIONS BY 1 st CPD Submittal CCP Concept - 04/24/07 QPlan Check - Bldg CCP Resubmittal 6/13/07 2nd CPD Submittal CCP Concept - 07/5/07 LANDSCAPE IRRIGATION PART 1 - GENERAL 2 Plan Check- Bldg CCP Resubmittal 7/13/07 1.01 SCOPE OF WORK: PART 3 - EXECUTION ions. 3.16 SPRINKLER HEADS 1st CPD . - 08/2 / CCP A. Installation of new irrigation system components as shown on irrigationp 3.09 ASSEMBLY OF PVC PIPE: 4.05 CHARTS: Const. Doc. -Submittal 3.01 SITE CONDITIONS: the 1st CVWD Submittal � area approximate. Check and verify all dimensions A. Handle with care when loading, unloading, transportation, and storing to A. No spray from any type sprinkler head will be permitted to throw A. On the inside surface of the cover of the automatic controller, Const. Doc. - 08/22/07 CCP 1.02 DRAWINGS: A. All scaled dimensionspp proceeding with work under this contract. avoid damage. Store pipe and fittings under cover before using. Transport onto walkways, against walls of any building, wooden fence or stucco Contractor shall prepare and mount a chart showing the valves an 2nd CPD Submittal A. The drawings are diagrammatic only. It is the intent of the plans and on the site prior top g sprinkler heads services by that particular controller. All valves shall CCP B. Exercise care inexcavation and working near existing utilities shown on in vehicle u►titk� bed of sufficient length to carry pipe flat and fully supported. walls. P Const. Doc. - 10/30/07 specifications that the irrigation system shall efficently and uniformly irrigate B. Lawns sprinkler heads along walks, drive isles, etc., or whatever be numbered to match the operation schedule and the drawings. 2nd CVVVD Submittal CCp P hall all be plans. Contractor shall be responsible for damage to any utilities shown on Store pipe in same manner. Notify Owner when each pipe and fittings P g areas according to horticultural, soil and solar requirements and that is s the finish grade level is established at, shall be set flush to the finish Only those areas controlled by that controller shall be shown. This Const. Doc. - 10/30/07 from defects. the plans. Should utilities not shown on plans be found during excavation, shipment reaches site for observation. Rejected materials shall be 9 complete and ready for operation in every respect, free grade at the time of installation and with head frame set two inches chart shall be an entire sprinkler plot plan, including buildings, walks, 3rd CPD Submittal CCP promptly notify the Owner. Discontinue work in the area except emergency immediately removed from the site and replaced with new shipment of 9 Const. Doc. - 11/16/07 r eevent damage until instructions are received. different batch number. minimum, three inches maximum from edge of pavement, header roads, and walls. A photostatic print of this plan, reduced if work necessary to repair o p 9 necessary, and legible in all details, shall be made to a size that will 3rd CVWD Submittal CCP PART 2 - MATERIALS board, curb, etc. ry� g C. Failure to notify the Owner of discovery of such utilities or damage there to Const. Doc. - 11/27/07 r being liable for an and all damage caused to the 3.10 JOINING BY SOLVENT WELD: C. Pop-up sprinkler heads shall be installed along all sidewalks, fit into the controller cover. This print shall be approved by the 2.01 MATERIALS LIST: will result in the Contractor g Y A. Provide the articles, equipment, materials or process specified by name in the utilities as a result of his action s. A. Concrete thrust blocks shall be provided with ring-type PVC pipe at all pedestrian areas, curbs, etc. No fixed risers shall be allowed. Landscape Architect and shall be hermetically sealed in 20 mil thick clear plastic. This shall then be secured to the inside of the cover U ands ecificatins. No substitution will be allowed without prior D. An equitable adjustment will be made to the Contractor for any additional points where pressure line changes direction, or thrust, as at ells, tees, in a manner approved b the Owner. written drawings p reducers, dead-ends or where the line changes direction greater than 10 degrees. 3.17 ADJUSTING SYSTEM: pp y work required as a result of the presence of such utilities. approval of the Landscape Architect. Pour blocks to leave valves and fittings assessable for repair. Thrust blocks to be A. Adjusting entire system prior to coverage test and again at - �-+ c � r- PP B. Equipment of materials installed or furnished without prior review and acceptance the size and shape as prescribed in pipe manufacturer's installation manual which conclusion of maintenance period: PART 5 MISCELLANEOUS ITEMS TO BE FURNI H by the Landscape Architect may be rejected and Contractor remove required to 3.02 GENERAL. 1 A. All work shall be performed by competent, experienced workmen and in a shall be a part this specification, by reference. . Set all shut - off valves in the system to full open position. CONTRACTOR � such materials from the site at his expense, even if installed. He shall then also 2. Adjust all stationary heads to equal, uniform coverage using for consequential damages. manner conforming with methods as set forth by the manufacturer of the be liable o 9 t. 3.11 JOINING BY SOLVENT WELD: adjusting screws in each sprinkler head and by control of 5.01 TOOLS: .+.� � �t A q equipment to be used and as acceptable to the Landscape Architect. C. Approval of any item, alternate or substitute indicates only that he product orthe throttle device in each remote valve. A. Provide the following tools as a part of this on roc : .-. o requirements of the drawings specifications on B. No consideration will be given to any design changes, unless called for by A. Use non-synthetic brush to spread primer and solvent, using no longer than rent) meet the e 9 pint- sized cans. Clean and refill cans each day. Cut pipe square, ream, and 3. Adjust all rotary head systems. Set most critical head in 1 . Two sets of keys for the automatic controller cabnet. � 'd � products apparently q p or samples submitted. the Landscape Architect. f the informationchamfer outside end at 10 degrees. Clean and dry pipe and fitting socket. each system to meet nozzle pressure as called out on 2. Two couplers for quick coupler valves. Each coupler to be .,.., xo °.,.' v the basis oP D. Mixed brand names for the same product will not be permitted. C. Due to the scale of drawings it is not possible to indicate all offsets, fittings, 9 fired. The Contractor shall carefully investigate the Scrub full length of inside socket and pipe end with primer, prime inside socket the legend by regulating the remote control valve while equipped with 3/4" bronze hose bib, bent nose type � etc.which may be requ itot-tube ua a assembly is insterted in nozzle. with handwheel. U •� ��,, structural and finished conditions affecting all his work, and plan his work again. Immediately apply solvent to pipe end and socket, then again to pipe P 9 9 2.02 PIPE MATERIALS: ma be re wired to meet end. Bottom the pipe in socket and turn 90 degrees. Hold joint together thirty 4. At proper time of plant growth, or when directed by the 3. Two loose keys for quick coupler valve covers. A. None-pressure lateral pipe shall be PVC 1120/1220 Class 200 accordingly. He shall furnish such fittings, etc., as y q before moving. Landscape Architect, Contractor shall set automatic 4. Two special wrenches suitable for operating shut-off valves � c � Pressure mainline pipe shall be PVC 1120/1220 Schedule 40. actual conditions. Drawings are generally diogrammatic, and indicative of seconds. Wipe off excess solvent. Allow to set 30 minutesg controller to operate as noted on drawings shall at under this contract. B. p p ° work to be installed in the most direct manner so that conflicts between Snake pipe side to side in trench bottom, keeping 4" horizontal clearance p g C. All plastic pipe shall be new, normal impact rigid polyvinyl chloride (PVC) /° virgin between two pipes in same trench. Do not lay pipe in trench containing water that time readjust all remote control valves in the system 5. Clock warranty cards, instructions, etc. Q.i 0 I U materials. All pipe O.D. 1120 pipe extruded from 100 1220 or sizing shall be in irrigation work, planting, and architectural features may be avoided. p p too operate heads at optimum performance based on � for damages caused during his operations or at less than 32 degrees F. Center load immediately leaving joints exposed. P P P V CQ 0 co 0 conformance with awwa iron pipe sizing (I.P.S.) D. Contractor shall be responsible g 9 night time pressures and simultaneous demands through 5.02 BINDERS: CID 0 round as on so es, to be UVR-PVC to any existing underground utility lines including existing irrigation CQ ^ D. All pipe and fittings installed above g P the supply line. This may call for repeat of the pitot - A. Prepare and deliver to the Owner at the time of final acceptance underground utility lines including existing irrigation control wires, storm 3.12 FLUSHING OF LINES: approved equal). resistent to shall be flushed before attaching remote control valves, quick tube pressure guage test described above if the of construction, two hard cover binders with three rings containing '0 C3 04 ultra-violet rays, (brownllne or appro CZ , E. Pipe shall be homogeneous throughout, free from visible cracks, holes or sewers, sanitary sewer systems, gas lines, potable water lines, irrigation lines, A. Main lines sha g Landscape Architect calls for such procedure, at no the following information: P telephone cables, gasoline or oil lines, electrical cables or any other systems coupler valves, and with pipe center loaded. All water being discharged shall be P materials. The pipe shall be free from blisters, dents, wrinkles or foreign ripples and P additional cost to the Owner. 1. Index sheet stating Contractor's address and telephone a buried or overhead If such damage should occur, Contractor shall temporarily piped up and out of trenches. Trenches to be kept dry for pressure number, list of equipment with name and addresses of heat marks. Pipe shall be continuously and be permanently marked with ( )• ' urinal pipe sizing and class or schedule. immediately notify Landscape Architect, the Owner, and agency affected by tests to follow. Install all valves after approval of flushing procedure by the local manufacturer's representative. manufacturers name, no p p 9 C.F.D. 3.18 SITE CLEANING: F. Steel pipe shall be new, scale-free, milled steel pipe, standard weight such damages and shall pay all ensuing costs. A. Clean all debris from site, remove all storage rooms and all other 2. Catalog and parts sheets on every material and equipment galvanized. Schedule 40 2.03 PLASTIC PIPE FITTINGS: 3.13 CLOSING4N OF UNINSPECTED WORK: constructions and make site ready for planting work to follow. installed under this Contract. �,p.NDSCgp� g 3.03 EXCAVATION AND BACKFILLING: A. Solvent- weld type fittings shal be of polyvinyl chloride (PVC) manufacture, Work or debris not cleared for the landscape work may be back 3. Guarantee ststement. � HaRoy� nt welded type, Schedule 40. heavy A. The Contractor shall do all necessary excavation for the installation of all A. Contractor shall not allow or cause any of the work to be covered up or wall and of the IPS solve yp been installed flushed enclosed until it has been inspected, tested, and approved by the C.F.D. charged to this Irrigation Contractor by the Landscape 4. complete operating and maintenance instruction of all 403 �yy work included in his work. After the work has be majorequipment. w r'' ins - inspected, and approved, all excavations shall be backfilled with fine materials. B. Should any of this work be covered up or enclosed before such inspection Contractor. J �r8� c� p pp END OF SECTION � � 2.04 THREADED PVC NIPPLES: mT. A. Threaded PVC nipples shall be molded Schedule 80, type 1, 4 inch minimum Trenches for piping in landscape area shall be compacted to equal the and test, Contractor shall at his own expense, uncover the work and after it * gn°ture compaction of the existing adjacent undisturbed soil and shall be left in a firm has been inspected, tested and approved, make all repairs with such materials PART 4 - QUALITY CONTROLS „pateo7 except where detailed otherwise on drawings. length, \P unyeilding condition but not less than 85 % compaction. All trenches shall be as necessary to restore all his work and that of other trades to its original and 01 INSPECTIONS:4. �qT in grade. If soil is rockprovideF�F CA��F� 2.05 PLASTIC PIPE PRIMER AND SOLVENT: left flush with the adjoining rocky, 2" imported sand proper condition. P g Y A. Do not cover up or otherwise remove from view any work un er A. Pie rimer and solvent shall be of the type and make as recommended by bed under pipe and 4" sand bed overtop of pipe. The top 6" of backfill shall re 3.14 PRESSURE TESTS: this Contract without prior approval of the Landscape EXPIRES 1 1-30-2008 p p be free of rocks over one inch, subsoil and trash. Provide 90 lines whe pipe manufacturer. No "hot glue mains cross under surfaced areas with a.c paving. will be permitted. the A. Main Lines: Pressure tests on mail lines shall be made in place. Pipes shall Architecdt. All work covered prior to inspection shall be opened B. Flooding of trenches will be permitted only with written approval of the be center loaded leaving fittings exposed. Contractor shall furnish force pump to view by the Contractor at his expense. Imo. 2.06 PIPE COMPOUND FOR PVC: g V � . Landscape Architect: however, all sandy soils shall be flooded during the and guages necessary to complete pressure tests. All plastic main lines in the B. The Contractor shall call for inspection during specific phases of A. Where indicated on the drawings, use red brass screwed pipe conforming p system shall be capped and pressure tested at 125 psi for a period of 6 hours. installation at least 72 hours prior to the anticipated inspection. � G7 backfill compaction operation. y r cted b removing the deficient pipe or fitting and They shall include: J Specification #WW-P-351. to Federal An leaks found shall be core y 9 P C. After compacting backfill over all pipe lines to equal density of adjoining Y J conforming to Federal Specification #WW-P-460. P g new material in lace thereto and retesting. 1. Open trenches N B. Fittings shall be red brass co g P installing � pip undisturbed soils. Contractor shall remove all remaining debris caused by his 9 P M from the site and dispose of same in a legal manner. All trenches B. Lateral Lines: All sprinkler laterals shall be tested for a period of one hour at 2. All mainline pressure tests operation o P leaving all fittings 3. Coverage test at completion of installation dam' 0) 2.08 SPRINKLER HEADS: the design pressure of the system. Pipes shall be center loaded lea g g legend on irrigation Ian. shall be left flush to the adjoining undisturbed grade. Any work covered prior 9 P Y p r Q A. Refer to g g p exposed. All sprinkler risers shall be center loaded leaving all fittings exposed. 4. Final Acceptance �' to field observations by the Landscape Architect shall be uncovered at the P P the All sprinkler risers shall be capped pressure tight after allowing all air to be C. System must operate on complete automatic for ten days prior to �"' J .i qt expense of the Contractor to allow such obsevations if demanded by final acceptance.P P Q r 2.09 WIRE: expelled from lines. U to automatic Landscape Architect. A. Pilot lines and/or common wire connecting remote control valves C. Flushing of lateral lines shall be performed after lines have been tested by first w W controller shall be direct burial, U.F. tpe, U.L. apprvoed, AWG number 14 solid main � � .� N degrees 3.05 BACKFLOW PREVENTER: removing the caps from the risers most distant from the control valve and/or � � M LL- single strand copper, with approved 4/64 inch PVC coating, 600 volt, 75 g reventer s specified meets local cross laterals. 4.02 LOWERING OF HEADS, VALVE BOXES, QUICK COUPLER W A. Contractor to verify that the backflow p ( ) p M centigrade. D. Should any piece of apparatus, any work or materials fail in any of these tests, VALVES, ETC.. U Q Z LO B. All "pilot" wires shall be black coated. plumbing and health codes. p it shall immediately be removed and replaced by perfect material at the A. All equipment that may be damaged by mowing shall be set flush N to finish grade and called out on the drawing prior to final � Q �j � work replaced shall again be tested by 9 C. All common wires shall be white coated. Contractor's expense. The portion of the p 9 o details as contained within these 3.06 GENERAL REQUIREMENTS FOR PIPING: "J CD conform t hi own ex ense in the presence of the Landscape Architect and acceptance of the work. Q Z � ,s � D. All wiring, pull box details shall specifications and to the following: A. Pipe lines shall be installed in the locations and of the sizes shown on the the Contractor a s p P drawings or specified herein and of the materials and workmanship herein re-inspected by the city inspector. a- i 00 g P e at the test pressure 4.03 Guarantees: 'ect to damage W e. ui ment which would be sub g P 1. National Electric Cod E. All e 2. Local Codes and Ordinances. and of the materials and workmanship herein specified. Where piping in the q P J � is shown under paved areas but running parallel and adjacent to shall be isolated from the system, and no test shall be made against a service A. The Contractor shall supply Owner with a written guarantee for the H � 3. Recommendations as printed by the respective supplier. drawingsp entire irrigation control system against defects in workmanship and n are planted areas, the intent of the drawings is to install the piping in the planted valve or meter. W remote control valves. Connections materials for a period of one year from the date of Acceptance of Z 4. All wiring to be continuous to e _ allowed in valve boxes only. area. 5 PILOT LINES - ELECTRIC: B. All pipes shall be assembled far from dirt and pipe shall be throughly 3.1 the work. 5. It shall be the Contractor's responsibility to call out any conflict between p p A. All 24 volt conductors shall have a minimum earth cover of 20 inches or as 0- flushed out and tested for leaks before backfilling and before control valves 4.04 RECORD DRAWINGS: above listed recommendations. required b the governing codes. or quick coupling valves are in place. Each section of lateral pipes shall be q Y 9 9 2.10 YARD BOXES: flushed out before the spr inkler heads are attached. All open ends shall be B. Where codes allow, no conduit is required for the wire and it shall be A. Contractor shall maintain daily records showing every change from w � i ed (temporarily) to exhaust flushing water up and out of the trenches. No neatly laid in trenches provided for mainline piping. Wire shall be along side of the contract drawings of all locations of mainlines, buried valves, Z A. gate valves: A round plastic box with locking cover and of adequate length to P P ( Where wire changes direction, allow for extra slack at corner of trench. conductors, quick coupler valves, and plugged or capped outlets. Z w full the new water will be permitted to fall into the trench. Flushing procedure will be first; piping. g operation shall be installed over each main shut-off (gate or butterfly) silo C. Before an backfill material is laced over the control wires in the trench, the B. Record drawings shall be repared by the Contracor on sepia prints W J open the ports nearest the source, then recap, and move progressively Y p valve in system. M towards the end of the line, with only one open port flushing at any one time. wires shall be tested with a meter for insulation resistance. Minimum insulation Provided by the Owner. All field notes shall be recorded in ink, neat B. Remote control vavles: Provide plastic box (see detail on drawings). Box shall CZ to ground shall be fifty(50) megohms. Any conductor not meeting this and legible, by a competent draftsman. �-- T C. The Contractor shall dimension from two permanent points of CC z F-- '� be rectangular with locking hinged cover. requirement shall be replaced. L 3.07 PIPE AND TRENCHING: Q W O � A. Snake Pipe from side to side of trench bottom to allow for thermal D. After backfil encasement, the wires shall again be tested with a meter. The reference (curbing, sidewalks, or road intersections, etc.) the � J 2.13 REMOTE CONTROL VALVES - ELECTRICAL. and shay minimum acceptable insulation resistance to ground on this test shall be (1) location of the following items: .) expansion. The bottom of the trench shall be free from rocks, clods p Q 0 (,� A. Remote control valves shall be "normally closed" type, so designated that the p me ohm. An conductor not meeting this requirement shall be replaced at the 1. Routing of mainlines. line and the solenoid shall not be energized when valve is in a closed pilot position. edged objects. Support pipe over its entire length. g Y 2. 24-volt control and common wiring. or due to B. Water, settle and tamp the backfill to bring the surface to a smooth Contractor's expense. M J CO automatically close in event of electrical power failure The bottom of the finished trench shall be free from stones or other 3. Automatic valves. O W 00 N B. Valves shall a y E. breakage of pilot line. and even grade. Underground lines u to 2" inclusive shall have a minimum horizontal material which might injure the insulation of the conductors. Backfil material 4. Backflow device. r C. Manual override shall provide for maual operation prior to electrical connection. C. Underg P laced immediately over the conductors shall be select material especially free 5. Quick coupler valves. W M Q This device is to be installed b the valve manufacturer. clearance of 4 from each other. This requirement does not apply to any lines P CC) y from stones or other material that might injure the insulation. All materials shall be 6. Automatic controller. crossing at angle from 45 to 90 degrees with eachother. A minimum 2" WCn 0- Q E shall be maintained between lines which cross between inspected by the Landscape Architect and all remote control valves tested for D. The Contractor shall forward Record Drawings (as-built) to the W 2.14 ELECTRICAL REQUIREMENTS FROM AUTOMATIC CONTROLLER (24 VOLTS): vertical clearanceW CZ operation prior a ands lling. Owner for approval prior to preparation of controller chart. AWG number 14 these angles. valve. Control wire W Q A. Wire to remote control valves shall be U.F. type, U.L. approved, strand copper wire with minimum 4/64" PVC coating, 600 volt, 75 centigrade, D. No pipe line shall be installed parallel to and directly over another line. F. There shall be no splicing of wire between controller and solids pp controller to be white coated and color degrees color as pilot E. No multiple assemblies or monifolds shall be installed on PVC lines. shall be bundled and taped with Fiberglas tape at10 foot intervals the entire length common wire from each c of the wire runs. Z stri striped same Each assembly shall be provided with its own outlet. wire used. Each controller to have different color pilot wires. p z F. Any damage reulting from Contractor's operation shall be repaired by G. When the control wiring cannot be installed in a pipe trench, it shall be J him at his own ex installed a minimum of 18" below finish grade and a bright colored plastic ribbon Q Q expense. 'J with suitable markings shall be installed in the trench, 6 inches below grade 3.08 TRENCHES UNDER EXISTING PAVEMENT: directly over the wire or tubing. A. Generally, piping under existing pavement shall be done by jacking, boring, or hydraulic driving, but where any cutting or breaking of sidewalks and/or i Y g concrete work is necessary, it shall be done and replaced as part of the Contract cost. No hydraulic driving will be permitted under asphaltic IRRIGATION concrete pavement. Where general construction allows, the Contractor shall set in lace cap and pressure test all piping under paving work. SPECIFICATIONS sha p p DRAWN CCP CHECKED B.H. DATE �•�., These plans have been reviewd by the Cochela Valley Water 06/07/07 District In accordance with Water Code Title 7, Division 1, SCALE Chapter 3, Article10.8, Section 65597 et. seq. requiring N efficient landscape and irrigation design in cooperation with O�$TR,GrC the local governing agency (City or County). JOB NO. Approval of this drawing by CVWD Staff does not constutute Fw CVWD EASEMENTS NOTE. approval to encroach into district and USER Rights-of-Way. Trees, plants, walls and permanent structuresof any king may � NO TREES SHALL BE PLANTED WITHIN CVWD not - planted th installed b CVWD and USER easements it SHEET right-of-way without fir t obtaining an encroachment permit � from CVWD. a EASEMENTS OR RIGHT-OF-WAYS. L- 15 Z DATE: WATER GEM N SU ISOR g L20301 DEVE ENT RVICES SUPERVISIOR OF 16 SHEETS . . . . . . . . . . . . . . . . iA I DATE - REVISIONS BY 1st CPD Submittal CCP Concept - 04/24/07 QPlan Check - Bldg CCP Resubmittal 6/13/07 2nd CPD Submittal CCP Concept - 07/5/07 2 Plan Check- Bldg CCP Resubmittal7/13/07 1 st CPD Submittal CCP Const. Doc. - 08/21/07 1st CVWD Submittal CCP Const. Doc. - 08/22/07 PART 1 - GENERAL 1 .01 SCOPE OF WORK: PART 3 EXECUTION 3.9 CLEAN UP: 3.14 REPLACEMENT OF PLANTS. 2nd CPD Submittal CCP A. Fine Finish Grading. A. Upon completion of all planting work and before acceptance, A. All plants that show signs of failure to grow at any time during Const. Doc. - 10/30/07 2nd CVWD Submittal B. it F ili Tests. 3.01 PRE-INSPECTION B Contractor contractor shall remove all material and debris resulting from his work. the life of the contract or those plants so injured or damaged as to - ccP So Fertility est y ( Y ) 9 � P 1 9 Const. Doc. 10/30/07 C. Soil Preparation. A. Examine site for conditions that will adversely affect execution, Remove all tags, labels, nursery stakes, and ties from the plants. All render them unsuitable for the purpose intended, shall be 3rd CPD Submittal MID D. Furnishing and Planting Vines, Trees and Groundcover. performance and quality of work. paved areas shall be swept clean and the site left in a neat and immediately replaced in kind at the expense of the Contractor. Const. Doc. - 11/16/07 3rd CVWD Submittal CCP E. Turf sodding. B. Immediately notify the Landscape Architect in writing describing any acceptable condition as approved by the CFD and Landscape Architect B. Exterminate gophers and moles by trapping and repair damage Const. Doc. - 11/27/07 F. Tree staking. unacceptable conditions. by filling with native soil and leveling. G. Sixty Day (60) Plant Establishment and Maintenance Period. 3.10 GUARANTEES: 3.02 FINE FINISH GRADING: A. Contractor shall guarantee all trees and alms for period of one 3.15 INSPECTIONS: U 9 P 1 .02 APPROVALS: A. All flow lines shall be maintained to allow free drainage of surface year. All other plants shall be quaranteed for a period of 90 days. Plants A. A written notice requesting an inspection should be submitted to co = A. The irrigation system shall be installed, adjusted, and approved before water. Displaced material which interferes with drainage shall be which die or lose more than 30 % of their leaves during this period shall the Landscape Architect at least five (5) days prior to the anticipated CQ CQ starting any any work of this section. removed and placed as directed. Low spots shall be removed and be replaced. Replacements shall be made within 7 days of written date. Prior to this inspection, the site must be thoroughly cleaned up vs placed as directed. Low spots shall be graded to drain properly. notification to Contractor. and all excess material and debris removed. .I Q.; .� 1 .03 SUBSTITUTIONS: B. All rock, debris, and miscellaneous foreign matter shall be removed. B. The following maintenance inspections are required: U M c A. Substitutions will not be permitted without written approval by C. Finish grade all planting areas to a smooth even condition. Make 3.11 EXTRAS: 1 . At the end of the 30 calendar day establishment period City of Palm Desert prior to installation. sure that no water pockets or irregularities remain. A. Any extras or revisions to the plans are to be approved in writing by and prior to the start of the 60 calendar day project 'f' plant species or variety is not obtainable Landscape D. Remove all forei n materials: remove clods and rocks larger than the Landscape Architect. maintenance period, the Contractor will be required to have a B. If a specified led a t s e ,9 9 P q � P P P YP Architect shall check on availability of materials and submit changes to city 1-1/2" in any dimension from soil within 3 inches of finish grade. complete inspection and approval of all landscape U •° of Palm Desert for approval E. Bring finish grades to require elevations so that after conditioning 3.12 INSPECTIONS: construction items. and planting grade is 1 -1/2" below tops of curbs and walks. Slope to A. A written notice requesting an inspection should be submitted to the 2. At 60th calendar day. 0 o .a 1 .04 PRODUCT HANDELING: drain toward adjacent drainage swales or catch basins. Landscape Architect at least 5 days prior to the anticipated date. 3. At completion of the maintenance period. a a .� A. Delivery: Deliver all fertilizer, soil amendment and herbicides in Prior to this inspection, the site must be thoroughly cleaned up and 0 00 manufacturer's original unopened containers, clearly labeled with weight, 3.03 WEED CONTROL: all excess material and debris removed. The following inspections CQ 0 CID analysis and Manufacturer's name and brand. A. Contractor mechanically remove all existing weeds including root shall be performed by the Landscape Architect: END OF SECTION CQ 4 ti B. Storage: system, prior to installation 1 . At completion of soil preparation and finish grading. � 1 1 . Secure Owner's permission to store plant materials on the project B. Use of post emergent herbicide per manufacturer's 2. Plant materials after delivery to site but prior to planting. � site. instruction is permitted per Landscape Architect's approval. 3. Plant locations prior to planting. r materials in n order) manner and locate so as to avoid 4. Finish grading prior to sodding. 2. Store all mate a s a Y g 9P 9 interfering with other construction activities. 3.04 SOIL CONDITIONING: 5. Final construction inspection prior to maintenance. C. Protection: A. No soil ammendments shall be used at installatoin. All plant material 6. Final acceptance at the end of maintenance period. o�PNDscgp 1 . Protect all plants from damage by sun, wind,and rain at all times shall be backfilled using native soil material on site. �� ��`oHARD qp� prior to planting. Maintain watering of plants on a regular schedule. 3.13 PROJECT MAINTENANCE: 40 1'y� 2. Store fertilizer above ground and protect from moisture absorption 3.05 PLANTING: A. Project maintenance consists of a minimum 30-day plant with approved coverage. A. Plants shall be planted where shown on plans and as directed by the establishment period and a 60-day maintenance period total * ignat re -27 3. Protect the installed work and materials of other trades. Landscape Architect. maintenance period shall be 90 calendar days. sqT "Date' 4. Protect materials before, during, and after installation. B. No plants shall be transported to the planting area that are not B. The plant establishment period commences when all plants 100% F of C A thoroughly moist throughout the ball of earth surrounding the roots. have been planted. The establishment period will continue not less than EXPIRES 1 -3o-Zoos PART 2 - MATERIALS Plants should not be allowed to dry out nor shall any roots be 30 days and shall be performed by the installing contractor. exposed to the air except during the act of placement. Any plants C. Project maintenance work shall commence after the Landscape 2.01 IMPORT SOIL: that in the opinion of the Landscape Architect are dry or in a wilted Architect has approved plant establishment and continue for an condition when delivered or thereafter, whether in place or not, will additional 60 days. Performed by the installing contractor. d U) � A. Import topsoil shall be uniform in composition, friable sandy loom, free not be accepted and shall be replaced at the Contractor's expense. D. Project maintenance work shall consist of applying water, weeding, _J 0 N of roots clods, stones (one inch or larger), noxious weeds, or sticks. It shall C. Plant pits for container plants shall have vertical sides and shall be caring for plants, litter pick-up, and performing all general project J cn to not be infested with nematodes or other pests or disease organisms. of the size noted on drawings. maintenance per the CFD Landscape Maintenence Guide. � o 00 B. Submit top soil sample, location of source and test soil for nutrients, ph., D. Backfill mix shall be native soil only. Any additives shall be per the E. The Contractor shall be responsible for detecting nutrient T- Q � 0) soil texture and salts at least 15 days before schedule use. recommendation of the soils agronomy report and as approved by the deficiencies, and pests as soon as their presence is manifested. He/she >- v CD C. Topsoil sample must receive laboratory and Landscape Architect's Landscape Architect. shall take immediate action to identify the problem and shall immediately Q -� � approval prior to delivery to site. E. The backfill shall be thoroughly mixed to the bottom of the apply remedies. If the above and following conditions are not complied W w c0 Q pit so that they are evenly distributed and without clods or lumps. with, the Contractor shall replant and shall maintian that area for an Cn � 2.02 PLANT MATERIALS: F. Backfill shall be placed in the pits so that the plant will be at its additional 60 days at no additional cost to the Owner. Q Z natural growing height . Backfill shall be applied so that the final level F. All plants and planted areas shall be kept well watered and weed Z U LO CD A. All plants shall be well formed, vigorous, true type, and free from after settling is 2" below the top of the rootball to allow for a 2" layer of free at all times. F- XW CD N disease, insects and defects such as knots, sunscold, windburn, abrasion, D.G. after planting. Do not backfill over top of rootball. G. Any damage to planting areas shall be repaired immediately. z N or disfigurement. All plants shall have vigorous and fibrous root systems G. Form shallow basin around edge of plant pit. H. Contractor shall continue to pick up rocks that surface and are 1" or z > 00 which are neither root bound or pot bound and are free of kinked or girdled H. Grade are around plant to finish grade. greater in diameter. Q w - roots. I. The Contractor shall include and provde supplemental feedings of B. Plants shall be tagged at nursery by the Landscape Architect prior to 3.06 PALM PLANTING fertilizer to maintain healthy vigorous growth if recommended by the soils w delivery to site, and inspected upon arrival to the site. Plants not approved A. Care shall be taken to protect palm trunks from being scarred. agronomy report. Execute soils agronomy testing at the following z :� by the Landscape Architect shll be removed from the site immediately and B. Placement of palms shall be approved by the Landscape Architect intervals to determine if supplemental feedings are needed: _ a.. replaced with suitable plants. and installed in a natural upright manner. 1 . 30 calendar days following beginning date of the maintenance C. Pits: The depth of the planting pit shall be 2x diameter of the root ball period. W 2.03 SOIL TESTS: and the width shall be the width of the rooball of the palm. 2. 60 calendar days following beginning date of maintenance Z A. The Contracot shall take two existing soil samples from 2 different areas D. Backfill: Compact backfill with water jet and avoid air pockets. Form period. W J 6"-12"deep and submit these to a local soil testing laboratory. Lab shall a watering basin around the base of the palm. Plant palms deep enough 3. Immediately prior to end of maintenance period. test soil nutrients, Ph, soil texture, and salts. A copy of the test results to be self supporting. J. In order to carry out the project maintenance work, the Contractor T CZ and amendments and backfill recommendations shall be sent directly to E. Palms shall be deep watered a minimum of twice weekly during plant shall maintain a sufficient number of men and adequate equipment to Z '0= the Landscape Architect for approval. maintenance. Contractor shall monitor and increase watering if required. perform the work herein specified from the time any planting is done Q O until the end of the project maintenance period or until the final approval. CZ 2.04 MISCELLANEOUS MATERIALS: 3.07 WATERING: K. The Contractor may be relieved from the maintenance work required aC U 0 A. Tree stakes: Lodgepole pine, pointed on one end. A. Immediately after planting, apply water to each plant by means of in these provisions when the project maintenance work has been O W coO 1 Provide 2 in. diameter by 10 ft. long stakes. a hose. Apply water in a moderate stream in the planting basin until satisfactory complete, and the project maintenance is accepted in r > M U) B. Tree ties: 'Cinch-tie the material about the roots is completely saturated from the bottom writing by the Landscape Architect. W CO OD C. Herbicides: Commercial quality post-emergent type as recommended of the hole to the top of the ground. Ir 0 U 0 by a licensed pest control adviser and reviewed by Landscape Architect for LLJ W Q E ca use with species of plants specified on Planting Plans. 3.08 PRUNING: < CC IL 1 . Herbicide shall effectively control all broadleaf groundcover A. Prune only to remove injured twigs and branches, deadwood and LJJ C..0 F- growth for a period of not less than 6 months. suckers. C/) J Q Q J 0- PLANTING SPECIFICATIONS DRAWN CCP CHECKED B.H. DATE These plans have been reviewd by the Cochela Valley Water 06/07/07 ^o �A District In accordance with Water Code Title 7, Division 1, SCALE � Chapter 3, Article10.8, Section 65597 et. seq. requiring N Q efficient landscape and irrigation design in cooperation with �3TR the local governing agency (City or County). Approval of this drawing by CVWD Staff does not constutute JOB NO. approval to encroach into district and USBR Rights-of-Way. CVWD EASEMENTS NOTE. Trees, plants, walls and permanent structuresof any king may o NO TREE BE P not be planted or installed in CVWD and USBR easements or SHEET � S S HALL LANTED WITHIN CVWD right-of-way without first obtaining an encroachment permit from CVWD. a- EASEMENTS OR RIGHT-OF-WAYS. I2 � L- 16 W DATE. WA ER GEM SUP SOR Z g L20302 DEVELOPMENT fERVICES SUPERVISIOR OF 16 SHEETS I v . " _ n � _ / � �� UTIL l TY SYMBOL LFG�ND - I.UK'4(, dd �� W��C_ ® 7YPIGAL A/G LOCATION jQ,�i CGY��L6 J' � TRANSFORMER (ABOVE GROUND) SOG�'SF�y1,q� 17"X30" ELEGTRIGAL BOX (FLUSH) � A y � I?"X30" TELEPHONE BOX (FLUSH) 9%�/cy�yy © 17"X30" GABLE TV. BOX (FLUSH) — �/<,Q� ~^�� FIRE HYDRANT j 'QO '` WATER METER � - • IIOV. BOLLARD LIGHT - � - kG� THIS PLAN REFLECTS RECOMMENDED hQ�G\ OIWNER SHALL HAVE THENR ELEGTf�iIGAL o � �� �� )� � ----�� � ENGINEER RECOMMEND ACTUAL � � �7 FIXTURES. ELECTRIC ENGINEER SHALL C ,f� BE RESPONSIBLE FOR ALL ELEGTRIGAL !�� \G�X' r/ DESIGN AS NEEDED TO MEET THE GIN I�T� VVI�1 Ny 1L� � �,y �.� OF PALM DESERT'S LIGHTING FRANK SINATRA � �� `SS o ��� ORDINANCE. — � � ��c` � y� �Y MAP k '�° 1� ALL LIGHTING SHALL AYE APPROVED 8Y _ _ D,(a. THE CITY OF PALM DESERT PLANNING __..... DEPARTMENT. '�� R��` OT TO SCALE Gih\ �_.._......_ i ((�� I .... .. .._._.... © � �t�11 � � w ALL TREES TO BE LOW BRANGH I NG SINGLE �ua ��>�` � �� /' TRUNK OR MULTI -BRANCHED AS NOTED. ALL � tit ;i / �, � / ; TREES TO HAVE LOWER BRANCHES I N TACT NO `�" - --- - - -- ---------------------------- -' '�� � .� ___-------____-------------------____-- J�' LIFTING OF CANOPY OR TOE'PING OF TREES IS PERMITTED WITHIN THE CITY OF PALM DESERT. P{--I��� I ,/ 1 �(` r ---- ---- -- ---- -- ---- B®L ---- --• _ ----- AJ36 PF(36) PG36 FS --- --- � FS — --- — --- — --- --- — � --- SYM DESCRIPTION SIZE ( ) , ( ) FS PG(36) (1�) AJ(36) AJ(36) / 1$) PG 36 PG 36 FS PF 36 �TY• WATER NEED ' i Iti � � °•, i { L_i ' � ' c , � � I �I ('�) qS�) � _ gs(2a) ACACIA STENOPHYLLA 24" BOX LOW BRANGH 7 �'� .-� � fi. - � ; � v.:. t i I � ° o C� - �— • LOW /MOD 0.5 - �� , , _ ;5 `, � / d . � F ,, � HOESTRIN A AGIA ° • �� G G - - - ., ,; '.._' �� ��. jai\``�` S (3 — � _ - I ... I _ _ � H(36) -- � __ q ' r � � i � ' .: �_ o��� D ... ------ ---- ® ` � ® ---- --- - 1 � _ � J I - --- __. o.. I � �.__ � (,� __ ;� �� ��_ � ' ' _ �; SILK TIRES LIBR1551N 36" BOX MULTI BRANGH 4 MOD 0.5 1 -- --- : -.. .. -. _.. - -- — _._ MQ,�3 � ,.`�, � � � - 1 - � ,>'.���-� °C�24) GALLI TEMON GITRINUS 24" BOX LOW BRANGH 12 MOD O.5 � °\ � s � __ 1 — --- � !------- LEM ON BOTTLE BRUSH I � � _� p i cp I � - � ` Lt7 1 ��4"_ (Fs ��, ` � R ; � g � _ � it t � t M1 oo ' oo_ � � ,. of - � ,` ° CITRUS-VALENGIA ORANGE 3C " BOX LOW BRANGH O MOD-��H�GH �"'' � `III I i9 Il � � �� � Ii , I.__. � �, �:O _ _ �. �� DWARF ORANGE FROM GOAGHELLA VALLEY GROWER L _- �i ,� II � � - � rn � , � I a, -� I I II I , _. cil( -....I it h I i I I h.. II � _ 1 � k I: I � ', I � � ;�;, �.. ) ! °� ...� � ��-"_- � � , -�::.: - � - � r � °H GHAMAEROPS HUMILIS 2�F" BOX MULTI -TRUNK 8 MOD .05 ( _. � I �` �. _ ee MED. FAN _ -- I � � r P M 3 BOX MULTI TRUNK MOD o5 I _.._ { ° F �1 ! GHITA _._. n I I •...... I , PA - -- � 5 >.-.. t � ,-- � I _> - - TASHKENTENIS 24" BOX LOW BRANGH O �DLp-� L � lii I�} � ' t _ .- &,i i�' � � II � r GHITALPA __ _ �, _: -_ � � - In ,II _ t � �. � F -- . _..- �, � �II SPLENDENS _ .. , .._ M ..... .. 1 -.__ �\ _... I ? ..... III ? _ I � _... - � ii I ii „ ...... '�- ._ - � 11=--_ h+✓�� � Q�i (1�) FOUQUIERIA 15 CANES MIN. 21 LOW 0.2 / I t ::.... II t �; I� Shoal a G O S��t-FY he��ht � O OTILL � , � �"-�.. ' � � { - � ° ( ,.F I .,.. ,. - ,'�� �; I � � - . t��,:: II: P ( ttl 4'T 3 u i I ;�. I ...,.., 14 .._. .;� � ( ) � : ,ar - - � n , g _ LAGERSTROMA NDIGA 36 BOX LOW BRANGH O �� L�F4�_.N10 O 5 ' ;.. I Z t ... i _. I .� -,�,� . I � � '�cxj - i-}''r�'v�!'i t5 ct�� GRAPE MYRTLE ( � / I i(24) - � lii iil � _.._ � I Z ,..... II it c I � ,� `�''� _.. \ � li II I � li ,II _ ....... _.� _ � . ► � _ ,, Mo cis) MELALEUGA QUINQUENERVIA 36" BOX LOW BR _ _ � II I II � j II II I �: � .... � - I� ANGH 7 MOD .05 t --- „� II � � RII Z`•" GAJEPUT TREE � , j .. I I � ....... t �� I I I _.,. I � - � _ I z ¢ i jll I t - ° A 36 BOX LOW BRANGH l�i�' i I _. � t UR ,- PAE ' (l� � S I __ I O I - __ _.. I f • _.... ... 9tV _.1 I ai', \ � II, '�Z ® ® -- LU IDA - 6 BOX LOW BRANGH 4 LOW 0.2 I'I " � 1 1 I P RKINSONIA FLOR ; 5 " 1 ® �„� � I ,�, , I � ®I -._ I B E PALO VERDE I li .� � i i - � ® � t r� _.._ \ / c � ... _ - Z •... _.._, � O I I �i � S � _ � c„ ® � _k 6 ,� PHOENIX DAGTYLIFERA 12 B.T. (BARE ROOT) 1, O � MOD -0:5 ;... .._. ,� I ' c � __. � � ... - ... _� I I / � DATE PALM �_ � II z � II ® ; _... 1 � I d (3 .. II _ __ \ I ° � .... \ � M I � el' � GYM � - . ' � � ', �• � � °° � � PG(36) PROSOPIS GLANDULOSA 56" BOX - _ __ � � ___ ® MULTI BRANGH 6 LO - � -- _..__ �, -- - - -- -� TEXA H W /MOD O.5 _ � _ �J � L_ _ iM�3�- � As -- _ - _ ---- ---- -- --- Fs _ �� I .: - 5 ONEY MESQUITE . �, - .� - �- _ �.. - ' Li O--- -� -; - - ,; - - - - ; --- -- -- - - ---- -- . .— --- -------_ - � ,� - �--- - -- NA 3( BOX LOW BRANGH I . c s T _ � � . 1 t - -- - ---- - _ � -- ° G2UERGUS VIR I 'MOD .05 ' � ° �=-'� � SOUTHERN LIVE (36) � m ° � av (36) I /' '� — — C �_ � ' Y� �• � ,� ool.. ; I ._.. ' '/ � � �; � I � °� OAK _ , >� - -- O _._.. � � __. _. ___, „ , - aN'�10) WASHINGTONIA ROBUSTA- HYBRID 10 B.T. (BARE ROOT)"00") (' MO '"�5 . �t`=j" ' MEX GA _-- D � � I PALM J RAVE N FAN - ___. _ .- - -r- ---- -_ �._ - , v �� � _ v" �vC� � _ '�'P: �� N�� ALL VINES TO BE STAKED � ��11` 5 �` ��'=4- Imp r -�- 1 � � � PHASE r_ �` �.. SYMBOL DESCRIPTION SIDE G2TY. WATER NEED I _ � �(� j- � �:; tip' ,� :�:: � , �,\I I j,l t. ' � } BOUGAINVILLEA 'SAN DIEGO RED' S GAL. I6 LOW /MOD O.5 / , :; BOUGAINVILLEA �, �. �_- - _--= � - '�� ,,� I �; �----------------------------------------_ .. - � GELSEMIUM SEMPERVIRENS 5 GAL. 16 MOD 0.5 I �� :' � ! I I ----------- GAROLI/�NA JESSAMINE °° '`X '�%� ;�, i ` �; `'' °It o �. � LONIGERA JAPONICA 'HALLIANA' 5 GAL. 12 MOD O.5 �� ) n ?1 r- „- 4 i �� _-� `� , � � �� 6i` HALLS HONEYSUCKLE /���' '�' � / _ !j � ' R05A BANKSIAE 5 GAL. 2�I- MOD 0.5 `�' � J ' % II , :- j ! i'= i' i go--- LADY BANKS' ROSE I �v � • '^ . I r' � Ca.(.A . r�kr�' S Lab s�� c i es o r ' Wccr � �.-F - �.' ./: / % / l- I� t'� _ .c � t�/'11 IY.11� f' rr\v /f9i—� � {��i.t?�• � t,�{"e�-. � c`{1.�.r-r : -. : -. _ . _ _ _ �,, i d,�s -I•r�� �oc��- - -- 1 �-, ,_ - has �- A -a - I �o � Wi a.-i- 1 - � No-Z- -kt�e, _.... _ _ __ __ . _.. ��x� . SOIL AM�NI�M�NT NOTE _ '. .\ ,�\�. \\ \ •. .,, �, •. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS ANALYSIS SHALL 8E PREPARED BY THE CONTRACTOR AND FURNISHED TO THE GITY OF PALM DESERT FOR THEIR REVIEW AND APPROVAL. THE INSTALLING CONTRACTOR SHALL INSTALL ONLY THOSE SOIL AMENDMENTS AND FERTILIZERS AS RECOMMENDED BY THE SOIL TESTING LAB/ FACILITY. 4*t � �l �. Ct.vh2�t•ci4'I-,�r;i3 �,r '�-er'i41(ZerS oYl ci�5ei�-�- �IAs^ri'- Vt`1G�: ,�{ . NOTE: ALL INSTALLATION AND MAINTENANCE SHALL MEET OR EXCEED THE GITY OP PALM DESERT'S "LOW WATER ORD I NANGE" AND FOLLOW THE MA I NTENANGE SGHEDULE � GU I DEL I NES ESTABLISHED I N THE GITY OF PALM DESERT'S "DESERT FLORA" MA I NTENANGE GUIDE, CURRENT EDITION. DATE CVWD PLAN # SYMBOL DESCRIPTION 2" THICK LAYER /�i-TER GOMPI�GTED DECOMPOSED NO SYMBOL GRANITE. ALL SHRUB BEDS. "NEW GAL I PORN I � GOLD" , �/8" MINUS WITH II% PINES. ,4\/AILABLE BY KRG ROCK. (-760) ���-10�6, WWw.krcrock.com 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. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). "Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBRRfghts-of--Way. Trees, plants, walls, and permanent structure of any kind may not be planted or installed in CVWD and USBR easements orright-of--way without first obtaining an encroachment permit from CVWD. WATER MANAGEMENT SUPERVISOR DEVELOPMENT SERVICE SUPERVISOR Ivv I �: NO TREES SHALL BE PLANTED WITHIN G.V.W.D. EASEMENTS OR RIGHT -OP WAYS R� e�/ ��O � 8 <007 �'eucFw°"Ksoep'r� GITY OF PALM DESERT INSi®EGTION SGHEDULE NOTE REFER TO THE TITLE SHEET FOR THE GITY OF PALM DESERT'S INSPECTION SGHEDULE. .. � _ -� -. .. SUMMERS/MURPHY &PARTNERS, ING LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 (949) 443.7446 FAX (949) 443.1631 nNDSCa„ l U7 � Qo �� � Signature 7-31-08 * Renewal Date `!T Date �P �TFOF CALIFOR� These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy &Partners, Inc. and their use and publi— cation shall be restricted to the original site for which they were prepared. Re —use, repro— duction or publication by any method, in whole or part, is prohibited except by written permission from Summers/ Murphy & Partners, Inc. W cc a 0 aaaaaa �� co N N � �. � � � � I J o � O O � � � m®U U � ® 1.1.1 Q Ow®r = a � 1QL� o r O � � � ® r � V SHEET DESCRIPTION TREE &VINE PLANTING PLAN DESIGNED �❑P DRAWN 00 CHECKED �� DATE 2 07 JOB NO. �Bleg�iapUoptpee SHEET NUMBER T'®1 CIF 7 cu�rrc 1 -�- ///�, ITIi�"-r� ,' '�''` i �� tA�u'S _ �� ,�k �� � �5 �. ������ r � � 1 ,. ��. �� �� /! UrILITY SYMBOL L�G�ND • ® TYPICAL A/G LOCATION TRANSFORMER (ABOVE GROUND) ® I"!"X30" ELEGTRIGAL BOX (FLUSH) ���� �(r�, \lly4 �t5-�lvi Q�l�l V^ �, � 17"X3o" TELEPHONE BOX (FLUSH) J�L�� 1 j {ill I I � li"X30" GABLE TV. BOX (FLUSH)I (,'�7_..2�I✓} �1c,,�,k�- �a1 ��' `G�GV1C.� V>J4�n �; FIRE HYDRANT V,n�� ��.� �� _ 1� t� sp � t � � ij � WATER METER S y V't � I IOV. BOLLARD LIGHT �I.qv�� �\ THIS PLAN REFLECTS RECOMMENDED c LIGHT FIXTURE LOCATIONS ONLY. THE 1 1 �� �) r� � _/-: ------ `,�I' � ' .1 rF �C����I ----------------- .; I �`� ,.� �` � � ,., �, �, �' -, \ .� ,,` � <\ - :. ,. 501 L �M�NDM�NT NOTE AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS ANALYSIS SHALL BE PREPARED BY THE CONTRACTOR AND FURNISHED TO THE CITY OF PALM DESERT FOR THEIR REVIEW AND APPROVAL. THE INSTALLING CONTRACTOR SHALL INSTALL ONLY THOSE SOIL AMENDMENTS AND FERTILIZERS A5 RECOMMENDED BY THE SOIL TESTING LAB/ FACILITY. -______^__.__..... _-- �-- -- - --- OWNER SHALL HAVE THEIR ELEGTRIGAL ,k \ �� ENGINEER RECOMMEND ACTUAL FIXTURES. ELECTRIC ENGINEER SHALL jQ � A�� BE RESPONSIBLE FOR ALL ELEGTRIGAL 1�'0'�6`a`l �'i" DESIGN AS NEEDED TO MEET THE CITY OF PALM DESERT'S LIGHTING �� ORDINANCE. ® ��'�� `c Qr ALL LIGHTING SHALL VE APPROVED BY �1 � THE CITY OF PALM DESERT PLANNING DEPARTMENT. ���U�� / O�OUN��O��� J��O�N� p�As� I SYMBOL DESCRIPTION SIZE QTY. SP GING W,�TER NEED ® AGALYPHA MONOSTAGHYA 5 GAL. 22 QUIREMEN LOW 0.2 RASPBERRY FUZZIES i .� 1 �` O AGAVE AMI=RIGANA 5 GAL. 20 �.��•�LOW 0.2 CENTURY PLANT � `� � � AGAVE GBMINIFLORA 5 GAL. 24 1. LOW /MOD .05 TWIN FLOWER AGAVE AGAVE D SMETTIANA- 5 6AL. �Q"� � LOW /MOD .O5 AGAV-El � .- -. - --- �;� I 1� J � /�LDE BARB,�D1=N515' S 6AL. ,�, � LOW .02 ALOE d/��R.A'� -i��C � ��" I GAL. � J � LOW .02 ---� f BOUGAI INVILLI=�-"�AtSPBS'1�RY ICE" 5 GAL. � 8' O.G. � MOD .OS BOUG INVI A GALLISTEMON VIMINALIS 'LITTLE �OHN' S GAL. 52 6' O.G. � MOD .05 ® DWARF WEEPING BOTTLE BRUSH I OGAESALPINIA PULGHERRIMA 5 6AL. II 8' O.G. �I MOD .OS RED BIRD OF PARADISE I © GISTUS PURPUR)=U5 5 GAL. 53 5' D.G. MOD .05 ROCK ROSE ® DASYLIRON WHEELERI 5 CAI_. 13 5' O.G. LOW .02 DESERT SPOON DODONAEA V15GOSA 5 GAL. 10 S' O.G. MOD .05 HOPSEI=D BUSH ..-�� �, �,�-'���EGHINdGATUS GtZU50"�lll _ .- 5 GAL. d� LOW .02 % �,� GOLDE� B`- �R,R�L G?�OT-U5 r O HESPERALOE PARVIFLORA 5 6AL. 18 N. LOW .02 RED YUGGA � ��CARi�EA TRIDENTAT,�' 5 GAL. � -� 8' O.G. LOW .02 �` GREA�OTE ,- � �� 9 % �-;`ANTA- fMONTEVIDEN515 _ 5 6AL. �'O;- 8' O.G. I MOD .05 �� PURPLRAILIN��L NTAN,�-"� ,-'j���. I / _; LANTANA GAMARA VARS. 'NEW GOLD' S 6AL. � 10 6' O.G. �f MOD .O✓ NEW 60LD LANTANA � � � LAVANDULA ANGUSTIFOLIA I GAL. 54 � N;1�-� LOW .02 LAVENDER LEUGOPHYLLUM GANDIDUM 5 COAL. 50 5' O.G. \ LOW /MOD .05 SAGE �.. -. LEU�OPHYLLUM=FRUT€SG�.NS` � 5 GAL. b,- 8' O.G. 1 LOW /MOD .OS �� TEXd�S RANG7=R '`© LIR�OPE � PEG1�5;�-' ��,Y�-,-(=�, ,�;=.-��,;�.4 4�w�;-,,4_�� I GAL. 20 I'�6" O.G. MOD .05 'I URF_LILY: � � MYRTUS GOMMUNIS "GOMPAGTA' S GAL. 50 4' O.G. / MOD .05 TRUE MYRTLE p OENOTHERA GAESPITOSA I GAL. 53 � LOW .02 WHITE -TUFTED EVENING PRIMROSE ® PENSTEMON _SUPERBUS I GAL. 25 N, LOW .02 P_ENSTENFON �>�,E,r- Y r-�.y, �4 �-� , _- , O R05MARINUS OFFIGINALIS 'TUSGAN BLUE' S GAL. 2�i 6' O.G. MOD .OS ROSEMARY Q RUSSEhIA ECQUISETIF�ORM15- I GAL. O 8' O.G. MOD .OS CORAL -FOUNTAIN `- ' G - S�tLVIA GLEYE!_ANDII``�,. � 5 GAL. ,�. 8' O.G. LOW .02 GL�EVELANp SAGE ,� f S/-CLVIA�,GREGGII ;SIER�A��INDA' ``-� 5 GAL. �-_ 6' O.G. MOD .05 ='� RED SAL IA �'" I � ® S�tPA-TENUi�SfMA ���s�l�� -i'e��u i ss���,c, I GAL. 48 N.�. -� �� � LOW .02 MEXIGAN FEATHER GRA55 ' '�. ; YU G�,� -� 5 GAL. C� 1R. LOW .02 ;� SO P- E YUGGA � / I / '� / BA A B UG TA 5 6AL. � � LOW .02 o ZINNIA GRANDIFLORA I GAL. 48 � .R>< LOW .02 PRAIRIE ZINNIA o ZEPHYRANTHES GRANDIFLORA i GAL. 22 'N.R� LOW .02 RAIN LILY __. _ _ These plans have been reviewed by the Coachella Valley Water District in accordance .N P T E 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 � s r R � c governing agency (City or County). "Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR Rights -of --Way. Trees, plants, walls, and permanent structure of any kind may not be planted or installed in CVWD and USBR easements or right -of --way without first obtaining an encroachment permit from CVWD. DATE WATER MANAGEMENT SUPERVISOR CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR Gl7Y Oi� PALM ,D�S��T INSP�GTION SGH�DUL� NOTE REFER TO THE TITLE SHEET FOR THE GIN OF PALM DESERT'S INSPECTION SCHEDULE. i • �• �• SUMMERS/MURPHY &PARTNERS, ING L4NDSGAPE ARCHITECTS 34197 COAST HIGHWAY, SUrrE 200 DANA POINT, CALIFORNIA 92629 (949) 443.1446 FAX (949) 443.1631 �� w •> a � ae ter' � Signature 7-31-08 * Renewal Date J�q Date ��P TF OF CALIFO� These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy &Partners, Inc. and their use and publi- cation shall be restricted to the original site for which they were prepared. Re -use, repro- duction or publication by any method, in whole or part, is prohibited except by written permission from Summers/ Murphy & Partners, Inc. z Q 0 aaaaa SFIEET DESCRIPTION SHRUB PLANTING PLAN DESIGNED SOP DRAWN �� CHECKED �� DATE 2 07 JOB NO. �/e I�iaP�opOhpub SHEEP NUMBER S®1 OF 2 SHEETS -=- -� � - � Phase 1- planthip only submitta12-7-07 SHRUB LEGEND: SYMBOL DESCRIPTION SIZE z AGAVE AMERIGANA 15 GAL CENTURY PLANT ® AGAVE 6EMINIFLORA <��GAL TWIN FLOWER AGAVE 0 BOUGAINVILLEA "RASPBERRY ICE" 15 GAL BOUGAINVILLEA \ IS GALLISTEMON VIMINALI5 'LITTLE JOHN' `5,6AL DWARF WEEPING BOTTLE BRUSH a G15TUS PURPUREUS �&AL ROCK ROSE X _HE5PERALOE PARVIFLORA 15 GAL RED YUCCA 1� } LANTANA GAMARA VAR5. 'NEW GOLD' ` GAL NEW GOLD LANTANA LAVANDULA AN6USTIFOLIA �E GAL LAVENDER LEUGOPHYLLUM GANDIDUM 15 GAL SAGE LIRIOPE MU5GARI 5 GAL BIG BLUE LILY TURF 0° MYRTU5 GOMMUNIS "GOMPAGTA' 15 GAL TRUE MYRTLE FENSTEMON 5UPERBU5 5 GAL SUPERB PENSTEMON ROSMARINUS OFFIGINALIS 5 GAL ROSEMARY (:D TOTAL PROJECT QUANTITY WATER NEED � LOW 0.2 10 LOW /MOD 0.5 18 MOD 0.5 17 LOW 0.2 14 MOD 0.5 62 LOW 0.2 18 LOW /MOD 0.5 14 MOD 0.5 8 MOD .05 12 LOW 0.2 12 MOD 0.5 SPACING 6' 6' 5' 5' 6' 5' 18" 4' 6' ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO DELIVERY. CONTRACTOR SHALL PROVIDE LANDSCAPE ARCHITECT WITH PHOTOGRAPHS AND SPEC I F I GATI ONS OF MATERIAL RECOMMENDED TO BE PURCHASED BY THE CONTRACTOR. FORT ALL TREES ABOVE 36" BOX, CONTRACTOR SHALL PRO�IDE PHOTO OF EACH SPECIMEN, FOR ALL TREES / SHRUBS 24" BOX AND UNDER, CONTRACTOR MAY SUBMIT A "REPRESENTATIVE" PHOTOGRAPH. LANDSCAPE ARGHITEGT RESERVES THE RIGHT TO REJECT MATERIAL DELIVERY TO THE SITE NOT PREVIOUSLY APPROVED, OR NOT REPRESENTATIVE OF THE APPROVED PHOTOGRAPHS. ALL PHOTOGRAPHS SHALL CONTAIN A PERSON OR MEASUREING POLE, AND FRAME THE ENTIRE TREE / SHRUB SPEC I F I GATI ONS SHALL ADDRESS CALIPER, HE 16TH WIDTH OF TREE / SHRUB. ONLY PLANTS WITH STRONG TRUNKS, GOOD BRANCH GONF I GURATI ON AND INTACT LOWER BRANCHES WILL BE ACCEPTED. ALL PLANT MATERIAL SHALL MEET THE AMERIGAN NURSERY STANDARD ANSI 300 AND ARIZONA NURSERY I SA STANDARDS. REGARDLESS OF PREVIOUS LANDSCAPE ARGHITEGT OR OWNER APPROVALS; THE G I TY OF PALM DESERT LANDSCAPE INSPECTOR AND MANAGER RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT MATERIAL. 04 LU NOTE: ALL INSTALLATION AND MAINTENANCE SHALL MEET OR EXGEED THE CITY OF PALM DESERT'S "LOW WATER ORDINANGE" AND FOLLOW THE MA i NTENANGE SGHEDULE OU I DEL I NES ESTBL I SHED IN THE G I TY OF PALM DESERT'S "DESERT FLORA" MAINTENANCE GUIDE, CURRENT EDITION. %2 YuS C '0 i0k MA SOIL AMENDMENT NOTE �-T-HE£9NGLUBI N OF ROUGH GRADING, AN AGRONOMIC SOILS ANALYSIS SHALL BE REPARED'BY THE OWNE ND FURNISHED TO THE CITY OF PALM DESERT FOR THEIR RExIIEW AND APPRO AC-1R1=�F15TALLING CONTRACTOR SHALL INSTALL ONLY THOSE 501E A�M�ENLE� T�5_ A� RTC IRS A51 �� �` � � ;M n>=SF�z'r I ANDSGAPE DATE CVWD PLAN # 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. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). "Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR Rights -of --Way. Trees, plants, walls, and permanent structure of any kind may not be planted or installed in CVWD and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. i JAN 1 II 2007 PUBLIC WORKS 4EPARTML=1�17 CITY OF PALM DESERT WATER MANAGEMENT SUPERVISOR DEVELOPMENT SERVICE SUPERVISOR SUMMERS/MURPHY &PARTNERS, 1NG LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT CALIFORNIA 92629 (949) 443.7446 FAX (949) 443.1631 Signature 7-31—OB * Renewal Dote 't'rq Date ��P TFOF CAL1F0� These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy &Partners, Inc. and their use and publi— cation shall be restricted to the original site for which they were prepared. Re —use, repro— duction or publication by any method, in whole or part, is prohibited except by written permission from Summers/ Murphy & Partners, Inc. z O Q 0 aaaaaa SHEET ©ESCRIPTION SHRUB PLANTING PLAN DESIGNED J.L, DRAWN J.L. CHECK DATE 1.17.07 IOALE�RIA MODELS CAD FILE SHEET NUMBER �1 OF 15 SHEETS -- ALL TREES TO BE LOW BRANCHING SINGLE TRUNK OR �'� _ MULTI�BRANGHED AS NOTED. ALL TREES TO HAVE LOWER BRANCHES IN —TACT. IN LIFTING OF CANOPY. TOTAL JOB 'ESGRIPTION ACACIA STENOPHYLLA SHOESTRING ACACIA GALLISTEMON GITRINUS LEMMON BOTTLE BRUSH GHAMAEROPS Flu MILIS MED. FAN PALM SIZE SPAG I NG OUANT I TY WATER � NEED 56" BOx: LOW BRANCH 5 LOW /MOD O.5 56" BOX LOW BRANCH 56" BOX MULTI- TRUNK MELALEUGA QUINQUENERVIA 56" BOX LOW BRANCH GAJEPUT TREE QUERGUS YIRGINIANA SOUTHERN LIVE OAK PR050P15 GLANDUL05A TEXAS HONEY MESQUITE FOUQUIERIA SPLENDENS OCOTILLO 56" BOX LOW BRANCH 56" BOX LOW BRANCH IS CANES MINIMUM E+j 5 C� G� NOTE: ALL p'LANT MATERIAL SHALL BE APPROVED BY LANDSCAPE ARGHITEGT PRIOR TO DELIVERY. CONTRACTOR SHALL PROVIDE LANDSGAPE ARCH I TEGT WITH PHOTOGRAPHS AND SPEC I F I GAT I ONS OF MATERIAL REGOMMC-NDED TO BE PURGHA5E0 BY THE CONTRACTOR. FOR ALL TREES ABOVE 56" BOX, GONT;RAG FOR SHALL PROVIDE PHOTO OF EAGH SPEC I MEN. FOR ALL TREES / SHRUBS 24" BOX AND UNDEfi2 GONTRAGTOR MAY SUBMIT A "REPRESENTATIVE" PHOTOGRAPH. LANDSGAPE ARCH I TEGT RESERVES THE RIGHT TO REJECT MATERIAL DELIVERY TO THE SITE NOT PREVIOUSLY APPROVED, OR NOT REPRESENTATIVE OF THE APPROVED PHOTOGRAPHS. ALL PHOTOGRAPHS SHALL CONTAIN A PERSON OR MEASURE I NG POLE, AND FRAME THE ENTIRE TREE / SHRUB. SPEG I F I CATI ONS SHALL ADDRESS GAL I PER, HEIGTH WIDTH OF TREE / SHRUB. ONLY PLANTS WITH STRONG TRUNKS, GOOD BRANCH CONFIGURATION AND INTACT LOWER BRANCHES WILL BE ACCEPTED. ALL PLANT MATERIAL SHALL MEET THE AMERIGAN NURSERY STANDARD AN51 BOO AND ARIZONA NURSERY I SA STANDARDS. REGARDLESS OF PREVIOUS LANDSCAPE ARCHITECT OR OWNED APPROVALS; THE CITY OF PALM DESERT LANDSCAPE INSPECTOR AND MANAGER RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT MATERIAL. SYMBOL DESCRIPTION • IIOV. BOLLARD LIGHT THIS PLAN REFLECTS RECOMMENDED L16HT FIXTURE LOCATIONS ONLY. THE OWNER SHALL HAVE THEIR ELECTRICAL ENGINE=ER RECOMMEND ACTUAL FIXTURES. ELEGTRIG t ENGINEER SHALL BE RESPONSIBLE FOR ALL ef5 ELEGTRIGAL DESIGN AS NEEDED TO MEET THE CITY OF PALM DESERT'S LIGHTING ORD MANGE. ,.b� 14k&h . It AA. �(�_ �IN� ����N� TOTAL JOB These. plans have been reviewed by the Coachella Valley Water District in accordance SYMBOL DESGRIfi�yilON SIZE G2UANT1 1-Y WATER NEED �+ A T E R with Water Code. Title 7, Division I, Chapter 3, At-ticle 10.8, Section 65597 et seq. —®— BOUGAINVILLEA 'SAN DIEGO RED'- STAKED 15 GAL, 52 LOW / MOD OS requiring efficient landscape and irrigation design in cooperation with the local �y,,,,,��, �{ `(/ ( 0 s r R , c governing agency (City or County). "Approval of this drawing by CVWD staff does not �M ��`� constitute approval to encroach into district and USBR Rights -of --Way. Trees, plants, ���N� ��� walls, and permanent structure of any kind may not be planted or installed in CVWD ER and USBR easements or right-of-way without first obtaining an encroachment permit SYMBOL DESCRIPTION from CVWD. MOD .OS 2" THICK LAYER AFTER COMPACTED DECOMPOSED GRANITE. DATE WATER MANAGEMENT SUPERVISOR NO SYMBOL ALL SHRUB BEDS. "NEW GALIFORNIA GOLD" , 5/8" MINUS WITH I I % FINES. AVAILABLE BY KRG ROCK. (�IC O) i44� I OSG, MOD .05 v W W .kr0r"OGk.r CM CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR MOD .OS LOW /MOD .OS NOTE: ALL INSTALLATION AND MAINTENANCE SHALL MEET OR EXCEED THE G I TY OF PALM DESERT'S "LOW WATER ORD I MANGE" AND Low .02 FOLLOW THE MA I NTENANGE SCHEDULE � GU I DEL I NES ESTABL I SHED IN THE G I TY OF PALM DE5ERT'S "DESERT FLORA" MA I NTENANGE GUIDE, GURRENT EDITION. NOTE: NO TREES SHALL BE PLANTED WITHIN G.V.W.D. EASC-MENTS OR RIGHTmOF WAYS MENi�MENT NOTE AT THE CONCLUSION OF ROUGH GRADINCa, AN AGRONOMIC SOILS ANALYSIS SHALL BE PREPARED BY THE OWNER AND FURNISHED TO THE CITY OF PALM DESERT FOR THEIR REVIEW AND APPROVAL. THE INSTALLING CONTRACTOR SHALL INSTALL ONLY THOSE SOIL AMENDMENTS AND FERTILIZERS A5 APPtzOVED BY THE CITY OF PALM DESERT LANDSCAPE SPECIALIST. t IV Al� 1 b L0i}7 cry or r-�,�rvl a�uir J SUMMERS/MURPIiY &PARTNERS, ING LANDSCAPE ARCHITECTS 34797 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 (949) 443-1446 FAX (949) 443.1631 ���GO M, Murph1, � qp\ w ao rn � Signot"re �-31-oa � Renewal Date � T Date �P J grFOF CALIFO�� These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy & Partners, Inc. and their use and publi— cation shall be restricted to the original site for which they were prepared. Re —use, repro— duction or publication by any method, in whole or part, is prohibited except by written permission from Summers/ Murphy & Partners, Inc. e p� SHEET DESCRIPTION TREE, VINE & GROUNDCOVER PLANTING PLAN DESIGNED J.L. DRAWN J.L. ct-I�cKm DATE 1.17.07 JOB NO. ALEGRIA MODELS CAD FILE SHEET NUMBER ®1 OF 15 SHEETS