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D'Mundo Tile of the World_1
S t !2 id ' CONSTRUCTION LEGEND„ OCONSTRUCT PEDESTRIAN CONCRETE PAVING PER DETAIL A, SHEET 1-2.1. PARCEL 17 i 2O CONSTRUCT SAWCUT SCORE LINE PER DETAIL B, SHEET L2.1. r W O CONSTRUCT EXPANSION JOINT PER DETAIL B, SHEET L2.1. �' .� 0 m 4 CONSTRUCT TILE PAVING PER DETAIL C ` � co � B c O ' SHEET L2.1. cV N co A cn --------------- ° I O FURNISH AND INSTALL*W' LAYER OF DECOMPOSED GRANITE. .` `{ if •, I OK A DECOMPOSED GRANITE MULCH,3/8"MINUS(11 % FINES), WETTED, ROLLED AND J °' a COMPACTED 00"aMINIMUM DEPTH AFTER COMPACTION. Ln i ;• © FURNISH AND INSTALL BOULDERS PER DETAIL D, SHEET L2.1 CD P4 5 UV— FURNISH AND INSTALL TREE GRATES PER MANUFACTURER'S SPECIFICATIONS. A ALIGN P.A. P.A.,8 P.A. Cj THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY Cq rq M. *X. Os r P4 5 P4 5 D ° I O CONCRETE CURB PER CIVIL ENGINEER'S SHEETS. 4 4 © A.C. PAVING PER CIVIL ENGINEER'S SHEETS. 6 r+ " � l� PARCEL 9 © PARKING LOT STRIPING PER CIVIL ENGINEER'S SHEETS. v � ---- A ; • [) TRASH ENCLOSURE PER ARCHITECT'S SHEETS. 5 P4 I 0iLn T_.__._-_............. E TRELLIS PER ARCHITECT'S SHEETS. 01 � P.A. � C ENCLOSED PARKING FO PARKING ENCLOSURE PER ARCHITECT'S SHEETS. PARCEL 14 I © WATER FEATURE, PER SEPARATE WATER FEATURE CONSULTANTS AB I WAREHOUSE ) DESIGN PACKAGE. J� N B OH EXISTING CONCRETE WALKWAY, TO BE PROTECTED IN PLACE. 19,565 4. is lO EXISTING CONCRETE CURB, TO BE PROTECTED IN PLACE. •- - . a O FIRE HYDRANT LOCATION PER CIVIL ENGINEER'S SHEETS. a 5 P4 °I ' I O ELECTRICAL TRANSFORMER PER ELECTRICAL ENGINEER'S SHEETS. t� I i i a COLOR AND FINISH SCHEDULE 02004 sm«ti Consulting Arcnite�s SYMBOL KEY DESCRIPTION MANUFACTURER COLOR/FINISH COMMEN S ......__ I PAVING s ° CONCRETE PAVING GRAY,NATURAL G B OOM STROKES MED. BROOM FINISH PERPENDICULAR TO AO 1 P1 P.A. GE OF PAVING e r4 ;A - Ala� •• ; ° ��� �_ P2 CONCRETE BANDING SCOFIELD C-26 ANTIQUE CORK WITH r 1 P3 B, 5 P4 - __-_ ❑ LIGHT SANDBLAST J FINISH �' ❑ ° pg I ®a❑ C° 3 P.A. ENHANCED D'MUNDO TILE GRANITE TILE HONED FINISH ..I A °° - C ���-�-��-------------�_� ❑ TILE PAVING GRIS CARAMEL A I P3 B0 6 P4 DECOMPOSED SOUTHWEST BOULD15R COLOR: 21/2"DEPTH-1NETIVD, ;.:� r , ' ❑ GRANITE MULCH (800) 572-7625 AUTUMN GOLD ROLLED,AND COMPACTED $ V 2 �•.. ..•. .• • ( 3/8" MINUS (11% FINES) Is Q . • F 7 C TREE GRATE DURA ART STONE NATURAL GREY L - - MODEL T P1 1 (j — P5 (800) 572-7625 LIGHT SANDBLAST CAST STONE 85 Q ® � W BOULDER SCHEDULE: PARCEL 15 I 6 J® B - i KEY LENGTH WIDTH HEIGHT L� W A (ABOVE GRADE) Q ' 11-011 5 P4 � J B 3-0 3-0 1 -0 A - H m C 4'-0" 3'-0" 2'-0" C W (� FOR CONSTRUCTION/HARDSCAPE ' IMPROVEMENTS IN R.O.W.AND , J r MEDIAN, REFER TO SEPARATE SUBMITTAL PACKAGE PREPARED BY RAY LOPEZ ASSOCIATES e. PP,RO�� _ DSCAPE ACKAGE MINA CM� Wtla-q'05 Won H D � . 0--� uwos y. O A Revision Dates olk / SA 7, 'y1 �, APLAN WCI-ECK 1223D4 / Z 70 17 1 - P�' LU Q SITE - GERALD FORD DR. 0� >- - LU w z w - Z w 0 W Issue Dates FRANK Q SINATRA Y o o Planning 05.13m4 o U Design Development os oio4 a Plan Check 11.10.04 DEVE L0}��AENT Bid Set - ^ ,- BY' Permit Set TA LE-TI VICINITY MAP - ►�'PC' Fti-S'n o- v ,. r Construction Set - `I a 3v A177O E FOR NTS v Drawing Date 12ND5 � T�^'�SHE t L G0+�1!sNC�W17iipN Check By RS _. Drawn By z JC R I D G E Scale 1" = 20' LANDSCAPE RECEIVE �, f ; ARCHITECTS y L�11� um DEC 7 �. N� ter . 03261 TEL 760 4381002 - PUBLIC WORKS DEPARTMENT Sheet NumberFAX 760 4381155 CITY OF PALM DESERT 0 10 20 40 60 LANDSCAPE CONSTRUCTION PLAN L1 . 1 A _ CONSTRUCTION NOTES Cn M LEGEND: �� N A. VISIT THE SITE PRIOR TO SUBMITTING BIDS. 1 1/8"SAWCUT w w 0 '2 E B. SUBMIT A UNIT COST FOR IMPORT SOIL IN-PLACE AND BE COMPLETELY AWARE OF THE AMOUNT a > 1. CONCRETE PAVING PER DETAIL B, THIS c� 6 OF SOIL NECESSARY TO REACH THE SATISFACTORY GROUND LEVEL.ALL IMPORT SOIL TO BE SHEET. W CLEAN. $ I° ' :4.°+ ° .. 2. CONCRETE REINFORCEMENT PER �, p N � � ° DETAIL B,THIS SHEET. N 0 C. VERIFY ALL PROPERTY LINES OR OTHER LIMIT OF WORK LINES PRIOR TO COMMENCING WORK. �.° ° °a . . Ln _ _ _ N 7 po co D. REPAIR OR REPLACE ANY DAMAGE TO ADJACENT PROPERTIES, CURBS,WALKS, PLANTING, I_I_I ,I I (-_,; = = I — I I 3. 90%COMPACTED SUBGRADE-VERFIY WALLS, ETC.AT NO ADDITIONAL COST TO THE OWNER. 3 1 I I I I I I- -I I I I I I=� I I—I WITH SOILS REPORT. U 2 3 4. 1/4" POLYFOAM, SPRAY GLUED TO SIDE E. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH 2 4 5 OF POUR#1. Ln THE WORK. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY A. STANDARD SAWCUT JOINT 5. #4 REBAR DOWEL, 12" LONG @ 18"O.C., <; FROM THOSE SHOWN ON PLAN. L.L F. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD `` a ° • WITH SPEED DOWEL SLEEVE. 4 00, CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTIONS SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR ALL 5 1/8"SAWCUT w = 6. 1/8" RADIUS EDGE - tV NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. 6 7 $ ? »>f io 7. BACKER ROD PER SPECIFICATIONS G. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM POUR#1 POUR#2 Q DAMAGE. NOTIFY THE OWNER IMMEDIATELY IF DAMAGE OCCURS AND ASSUME FULL • a. 8. TWO-PART POLYURETHANE SEALANT C U RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT. SECTION •. .� a. �. " a PER SPECIFICATIONS `> t �-+ M H. COMPLY WITH ALL PROVISIONS OF THE LATEST BUILDING CODE, LEGEND:AMERICANS WITH DISABILITIES III=,III 1/4" I I — I I `ff` Fw" ? Q I= ' ' I i I-1 NOTES: <.< ::_:,_:: Ln ACT OF 1991, AND WITH OTHER CURRENT RULES, REGULATIONS AND ORDINANCES GOVERNING THE —III= -III= PLACE OF THE WORK. BUILDING CODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS 1 TILE PAVER- PER COLOR AND FINISH SCEDULE SEE SHEET L11 M E . , . AND IT SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIALS OR BOTH TO 4 2 3 A. PAVING THICKNESS AND BASE f ««<<,$ r4 c'o BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES OR CONFLICTS BETWEEN THE 2. 1 MORTAR BED PREPARATION ARE SHOWN FOR BID � 3. 3/8"TOOLED GROUT JOINT PURPOSES ONLY. VERIFY REQUIREMENTS OF THE CODE AND THE DRAWINGS. B. SAWCUT ISOLATION JOINT 4. EXPANSION JOINT W/SEALANT PER DETAIL A, THIS SHEET REQUIREMENTS OF THE SOILS REPORT I. LOCATIONS OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, 5. ADJACENT CONCRETE BAND, COLOR AND FINISH PER PLAN AND COMPLY. TRANSFORMERS, ETC.,ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY 6. 3"THICK CONCRETE SUBBASE SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. 1 5 6 8 w w B. LOCATE JOINTS PER SPECIFICATIONS 7. #4 REBAR, 12" LONG, @ 30" O.C.-PAPER WRAP ONE END 1/2 d > UNLESS OTHERWISE INDICATED ON 4_j { 90% COMPACTED SUBGRADE 7 - PLAN J. VERIFY ALL PAVING AND HARDSCAPE CONSTRUCTION DRAWINGS WITH SOIL ENGINEER'S 8. �' � REPORT WITH REGARD TO BASE PREPARATION AND FOOTING REQUIREMENTS. NOTIFY THE OWNER IMMEDIATELY IF SOILS REPORT RECOMMENDATIONS DIFFER FROM DRAWINGS. THE SOILS REPORT .. " a . . d C. SEALANT COLOR TO MATCH ADJACENT I RECOMMENDATIONS, IF MORE STRINGENT THAN THE DRAWINGS, SHALL TAKE PRECEDENCE. ,. a —. •' PAVING K. BE RESPONSIBLE FOR COORDINATION BETWEEN SUBCONTRACTORS FOR PROPER AND TIMELY III= I I I ,III= I,; PLACEMENT OF SLEEVING, PIPING AND/OR CONDUIT INSTALLATION UNDER OR THROUGH —III= -III-I LANDSCAPE ELEMENTS. III 6 2 3 02004 Smith Consulting Architects L. DO NOT SCALE DRAWINGS. C. EXPANSION JOINT M. PROVIDE A REPRESENTATIVE SAMPLE OF EACH PAINTED OR STAINED ELEMENT TO THE OWNER FOR REVIEW AND APPROVAL PRIOR TO APPLYING FINISH. REFER TO DETAILS AND SPECIFICATIONS FOR SPECIFIC SUBMITTAL REQUIREMENTS. N. PROVIDE A 4 X4 SAMPLE OF EACH PAVING TYPE IN LOCATION SPECIFIED BY THE CITY FOR REVIEW AND APPROVAL BY THE OWNER PRIOR TO INSTALLATION. REFER TO SPECIFICATIONS. O. WHERE PAVING AND FINISH GRADE MEET, DEPRESS FINISH GRADE 1" IN TURF AREAS AND 1-1/2" C T I L E PAVING N.T.S. A CONCRETE JOINTS N.T.S. IN GROUND COVER/SHRUB AREAS, UNLESS OTHERWISE INDICATED. P. FOR PROJECT WALKS DO NOT EXCEED A SLOPE OF 20:1 (5 %GRADIENT)UNLESS OTHERWISE DIAMETER PER PLAN ,,.: W INDICATED. a Q. DO NOT EXCEED 2:1 SLOPE IN PLANTED AREAS. , R. HANDICAP RAMPS ARE NOT TO EXCEED EXCEED 12:1 OR 8.33 %, UNLESS OTHERWISE INDICATED. Q S. HOLD FINISH GRADE A MINIMUM OF 6 BELOW FINISH FLOOR, UNLESS OTHERWISE INDICATED. o iv. Q T. CONSTRUCT ALL CURVE TO CURVE AND TANGENT LINES TO BE NEAT,TRIM, SMOOTH AND • co •��; Er W UNIFORM. 77, 4 =1 I I=1 I I - Q CD a • : I° • I—III `. U. CONSTRUCT ALL CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI 28 —III ° ' DAYS UNLESS OTHERWISE INDICATED. ( = I M 117 ! a ' V. PROVIDE THE OWNER WITH ALL WARRANTIES, GUARANTEES,AND INSTRUCTION MANUALS FOR e EQUIPMENT,APPLIANCES, FIXTURES, ETC. AS DESCRIBED IN THE SPECIFICATIONS. MIN. LEGEND: 4 :<. 1110. 1. CONCRETE PAVING- REFER TO CONSTRUCTION PLAN FOR W COLOR AND FINISH r V 2. #3 REBAR AT 18"O.C. EACH WAY, CENTERED IN SLAB 6" MIN. 3. FINISH GRADE 4. 90% COMPACTED SUBGRADE-VERIFY W/SOIL ENGINEER'S REPORT LEGEND: 5. 1/4"TOOLED RADIUS 1. BOULDERS, SIZE PER BOULDER SCHEDULE (SEE SHEET L1.1) ,AVAILABLE FROM SOUTHWEST BOULDER AND STONE, COLOR'BAJA CRESTA' NOTES: 2. 90% COMPACTED SURGRADE PER SOILS REPORT. A. PAVING THICKNESS, BASE PREPARATION AND REINFORCING Revision DES 3. ADJACENT PAVING PER PLAN. ARE SHOWN FOR BID PURPOSES ONLY. VERIFY REQUIREMENTS OF THE SOILS REPORT AND COMPLY. AfOLAN MC14ECK 112304 NOTES: B. PROVIDE FINISH SAMPLE PER SPECIFICATIONS. - DELIVER 1',2',3' DIA. ROCK SAMPLES TO THE SITE FOR REVIEW BY _ LANDSCAPE ARCHITECT PRIOR TO DELIVERY. D BOULDER INSTALLATION N.T.S. B CONCRETE PAVING N.T.S. A Issue Dates Planning 06.1304 Design Development osou 4 Plan Check 11.1004 Bid Set - Permit Set - Construction Sef - Drawing Date 12/6/05 Check By RS Drawn By r JC R I D G E RECEIVED Scale LANDSCAPE A R C H I T E C T S DEC 7 ZaUS Job Number 03261 TEL 760 438 1002 PUBLIC WORKS DEPARTMENT FAX 760 4381155 CITY OF PALM DESERT Sheet Number LANDSCAPE CONSTRUCTION DETAILS AND NOTES L2 . 1 � , I ! : i ; � I : : . I ............. _.......�......................______ -.......... ............. ...................I..........................I.............�.. : : : * . —— ................� . I �_____�............ ! ...................................�......................�....____..........___....�......-.................. .. �....�....... ..... .. - __-------.............. ..........- :;::�::::::_1 I - - , 11...le. .,*............ : : � - . i - ....I........ � ......... ......�....- 1 . ....- I----- -.......... ..........1- ..".1-1 ___ -.......... .1.1.1.1.1.1. .... .111,...... ............. ............. ----...: : � ! — . : : U) I M : 11 8 � : : 2 / 1 : , : �: : C2 , � I � 1-1 ;� : � : �: : r*4 � I I .111'_ I ,�I....I.....I - �....�....... ............. ............ , .� : � : :: . . " ..:�......... .1.1.11 . ...... .. ...... .."..1.1-- ------— ______ -........... .........-. ......-...� ____.... ..........._ ____.. ............. _....... ....__ ...�........�� '..:A : � : :: : IRRIGATION MATERIAL LEGEND _1N_J : �. ::' : � : �; : . .. in : � I :, . - ."'. 16E : : : .. . 0 0% I,*- REFER TO NOTE "C" BELOW RIGHT. 6 E :%,../: : : _� - ___ C . 1- . -.... : . . :: : Go : .... ,� : : : — 11 ............ ............ .......... ...... ... ........ ............. ....I-— ___ _. -......... ............. ........1 11...... .......... ............. ......... . !: : .. .. --,--- I . I I, - .1 I -1....... , q _' . ........ SYMBOL MANUFACT. MODEL NO./ DESCRIPTION GPM PSI RADIUS DETAIL 0 ... ... ... ......� : : : �, !� I :1 .x , " . . I � 1: :: . . - - I- .... 1 . - , , . : . I , '. ! . :/ /_ I : I ! ; �� � : :: : - . I - f � . : : . � ! , . - I �: : I "... , , , i � . ;� , I / ,/' : ...1:�'_. . �1. / ) "- . _� � : I //. . a , , /, "I / ,. : . : : � 11 - :. . I I I : � .1 : : a ,��- . , ___4_ . :, . i , . ...'. U : : : I , ,/'� 1� : ?_____. ", le-_=------;------_,"', - . : : .. . AIAN : � 3/49 , 1 . � , :- - .. : , ._ : : 111- I!: : i : , 1 � . (n rn a I: . . . ...... . . � , .. . .. .... - _ : . : we,Q . : : f, , . . . ! . (1) .. � � : I ___1___ --:A �. , a* cy,%�,;�::� .....�........... -'�ll,""-,,,,��,.,,.,,,,,.,�,�.— r : , Eu C) .,... : — : I "::: .... (D RAIN BIRD 1402 FIXED FLOW BUBBLER, EACH SYMBOL REPRESENTS TWO BUBBLERS PER PALM 0.5 (1.0) 20 N/A A ,,. � ::. : — — — � : � I I 111�11 ,� . ; I 1 IF : I - � � : � : I I%. . '� .- . � � : , : :�::::::::::::... � : ......I :: : C) : . I / : .. .��.... .................... : :: _fsssNNsII � . : :: : I :_ C�j N -- " TREE, PLACE ABOVE ROOTBALL ON OPOSITE SIDES OF PALM TREE TYPICAL In � , . a q (D . -, r -, �:...... ..... , . i _!� ........ .. ...�....._��:_�_I I/ I : K-:-- - �: : r,4 in Ln 1 I .1.1.1.1............. ....... ............. .! I . ..1.1. .1. : 1. I— .. I — * , L�_-.111" : : - == t' 11 Id 1z..,....�..:-... . : __ .. if - ;� 7 � , 0 _ 0 - : ; � LN = 00 CD.-.I'.-. . ., : ! . : 0 �: 0 $I 0 �e__-_ I ; : : . .: : .�� — "d ii------: � " : ; � .�..............;............-...�� �....�: : V RAIN BIRD UXB-360-1032, 31 GPH XERI-BUBBLER, EACH SYMBOL REPRESENTS THREE XERI- 0.51 (l.54) 20 1.1 FT B U) ,.--,%-.O- :--'�* ' ,, " - �� :' ' ; I :., --- — — :1 � I LEJ : ; : ; :: : ..........................� . , . ---�! 3A .1. ;". _"1,,% .: I.....I � : I . I --::�-_=__ . , . � : : :: . . , �t , :3/4 . �i � I ., : : I .. :�,...........__� 1 ;- -1-- : : . : , - :::�:�l::::::�:�:�:�:�:�:::�:�:::::::::�:::�:::::, :::::,�:: : I... : . � I . : I � :.- �b ......I I.........�_11..".1-1--_-1;..........�.......__...........:::::._:::::::::::�:�:�:_�..... 1, I.....�......i I......... : : I I I :: I : : '.8 ...- 2 . 1: ... : I \ q : � I :: BUBBLERS PER TREE. PLACE XERI-BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE : ...., - �:� � - IF , . .I ,- . . . t : � -- �: I �� .. %, I : :: : . . : :: = : � SIDES OF TREE.ADJUST XERI-BUBBLERS PER ROOTBALL SIZE TYPICAL. �:� ::",::,�::,�:_ . : . ,;..............-.... ..........� : : q: , : . � . . ; : . : . : . : ....-.1........�...........................:1. . " : %1 k: : . : : q : : . ,� .............:J, :�I:b. * RAIN BIRD PC-XX-1032 PC MODULES SERIES EMISSION DEVICES WITH PC DIFFUSER CAP (5.0, 7.0, 10.0 GPH 5.0, 7.0, 1 0.0(GPH) 20 N/A B a � ! , : : :: .� ,� ;1 : : : j.......... � :� ; _ :: - : : I :: ...i: ::................-......�....�................ ; .....I.............. - : < : :* :: :: J : : :: : PER OUTLET); EACH SYMBOL REPRESENTS TWO EMITTERS PER SHRUB AND ONE EMITTER PER : I :: : Mv, VLL I : : : .� : �:: : ��. I :: � ; ; : GROUND COVER; INSTALL WITH MODEL PFR/FRA24, PRE-ASSEMBLED POLYFLEX RISER ADAPTER. . "I. . I :: : : , : .� I. I , REFER TO NOTE"B"AT RIGHT : . :: i , � ; . I :: I . � I : : i . CONTACT JOHN ROSS WITH RAINBIRD (714)926-4745, FOR FURTHER INFORMATION. `1',/o"A 4) i I :: : . — : : ' ; PAR . .. � : : .................!..................... ....:: CEL 9 : : : .. . /-----/. ... -,-, ,� : . :.; . . *03M �.� — : . .: . : 9 ! / . 11 � I s . . . . I - I: . - . . :: : ( . C14 :---------------------------- ,; .. :: , : : : :: : . :: : / -, ." ", / ; : : � : d :: : I . . . : :: It . : 9 , , 1 : : 1 : � :: -THREADED TECHLINE LINE FLUSHING VALVE AT EACH END OF DRIP EMITTER ZONE, INSTALL PLUSH b"I.-Mm t�;; C-4 : , ! : -1, 1/2' C f :: : , : : .: NO SYMBOL NETAFIM PROVIDE TL050MFV 2 1. it ::� / �// I : .. ,ft b : :; :, � " � , / P/ W////W I -11 : , , : 01- 7:1 , . : � r...................�......- is-...�: �: � I ' ' , .. VALVE INSIDE A SEPARATE ROUND VALVE BOX, ONE AT THE END OF LATERAL RUNS IN EACH DIRECTION. /� : � : :: :;: � //1, ,/ //", : � : � : : :: :: I �: : _____ : � -4.... C : : �: ;: i I ; I : � : :: it , " — 1 : : I I �', , / .1 !.......................................- : �: ;: , ; : . :: : INSTALL 18" FROM PAVING. INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. � ! ; . ,, 1 : � ....../_� � : : : : MMIMM.,::,�%. : ;: : . "I : I : :1 :: i :: g6 FB :: � � ij : :: Wm/".-�11.- C: ::�: :: ;: ENCLOSED: PARKING AREA . . . :: it : . - . : :: : :: . It :. - I = -t — I,I � : : NO SYMBOL EXISTING 2" IRRIGATION METER WITH 2"SERVICE LINE,VERIFY SIZE, LOCATION,AND STATIC WATER PRESSURE IN FIELD(INSTALLED BY CVWD) N/A W11/117W_. . : 1: : : : A : 3/4' :. . � . � :: : b :: � 2 0) r,� �. :. :: ./"-,� ; I 1" 0 3le r , Ln i �: :: ,: :: :: I :: ........I: . 1 -,,,- � PARCEL : : :: :: : �, NO SYMBOL EXISTING 1" BACKFLOW PREVENTION PRESSURE REGULATOR ASSEMBLY(INSTALLED BY CVWD) N/A � . WAREHOUSE :: �: � ................11 9-.11 I :, .. :: 1:1 : 9. 9 :: F : -_ I . �. :: : I. z . I 11 11 I�:t +.." I I 0 1`1 : q : : ,,,M�, I. . I : ::1111/1�/,.....,_/�...1.1-1 .. . . . - I Ln :� ::.. "I . . I-' - 01-S . :� :, 1 . ,/ . � r 1!': . � /..i I . . I,:: 3/4! � " .1 I . . : : 4*1MM= cn E CD I-- I 1 19.5 6 5 S F. ;i ,"," , / ►� d : : : .: OKYOO HAMMOND 8553 FULL PORT BALL VALVE , LINE SIZE D Cn I : . J, 1_1i� ill : `ff , " .... a I...�....... .11......... ..... � : , .. , .. . ; .: . ! , . -" , � . : #0 r*4 - . I :� A : IF - - I.,... ......31, 1. . - // . : : .: , .: . I , , : . : . _� �j, ,/._./._..*/`/...1....... i : '. V_ I'll. 1 :: / / CL �, : - �r, z .1 . :4"" . .. ........ 6 ....... 8 .: : I : :. :, � / "� : �� :, .. . 0/I.� �/ � .. . : RAIN BIRD 33 DLRC QUICK COUPLER VALVE(TAN VALVE BOX) E I z.. , . , :.: : "s � :1. � � / / : : -....... -..... . �: .� ...I.. .... : : .: , — 48 E , I . . � : r: : . , . : 11 , I . -If : : I i \_._J :: :� I I : it 34 E : : :: :� / / /* I .: . "I I a I .. . :: . I : : r:1_9 :; I /I � a d :; ; .: . 40 RAIN BIRD 100-PESB-PRS-D, V SERIES, PRESSURE REGULATING, PLASTIC REMOTE CONTROL VALVE F � : : �; :� I / , /1", " � ; .. . i .: . : : ..,; .1 � , ., . J; r , : I // , " 314, : :: :� , .", ,., )" : :: IF : I : . ;: / � , / I : : :: ; . :: :� . I "I / / : � � - -.--- - I'll " :� ;: / " , : :: I . 0%0 RAIN BIRD XCZ-1 00-B-COM SERIES DRIP VALVE ASSEMBLY, SIZE AS SHOWN,ASSEMBLY INCLUDES RAIN BIRD PESB RCV, 200 MESH STAINLESS STEEL G I /.. � ; \-I ..� : I : � . :: I. ... . ; :: " / /. A � : :: :: : : :� � I I I " :, :: : SCREEN FILTER AND RAIN BIRD PRESSURE REGULATOR : : :: I b� I . . i : 4. � . . ./ , :,�......!..Z. .....- �: I : :� -1--i : . : I . � Is 000000001. COMPLETION OF LOOPED MAINLINE :: � in :: :: :: � ■ . .: M RAIN BIRD IM SERIES, 12 STATION (ET) CONTROLLER, INSTALLED WITHIN NEMA-4 RATED WEATHER PROOF CABINET H :: � :: � :: : :: .: :� .. : :: :: : :� : ! ; :: : :� : : �: :; : � :� : �: : :: : : : ! : 1. ::-- - --- - .. ! : : �11111111111111-11,11,111, "I'll........:: I I � . , I -.1-.....I..............�... : � :: : E] N/A 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN,VERIFY ACTUAL LOCATION IN FIELD N/A . .: � q is �: i! :: : :� . .: I. ;: :: : :� : .: k �: I :: ; :� : :: �. .: :: : � �� :: : � :: : .: �: :� .: : :: : .: ; : �. � :� :: : :: I I .: : :: - 11/4" SCH. 40 AS LATERAL LINES 12"BELOW GRADE 1 7 � 4 1: I B : 'C7 ii IF i AS APPROVED PVC PIPE 3/4" . I — 1: I :�............................................. .......... .11�� � . I :: . IN ::....................nn�r�rff:ff=:V'____,, � ,��:,! __�_-`.ff_,:,:.:.:.:.:,11........_............V.-� a :� .: : �in : :� .. ; 0. �: :� : : ::::::::::: �.%' : - : I I :� " . � . . :- ......-.1 -...i : :I !_..... : , . ; . :� . 11111-11111111...................�.........�.........�......�...�................................. I : : : : � :. � ! . : �DC_ - - — P.O.C. CONNECTION OF NEW 2"MAINLINE TO EXISTING 2" MAINLINE DOWNSTREAM OF EXISTING 2"WATER METER AND 1 02004 Smith Consulting Architects 9 . : " :: .. 99., I : . ...:� . ......:...:..:;: : :: : :.. ; I I . - I . :: '. �� ; B �� '.�., ' ',11 I I : :: L'. __ ,_: ; .1 ::4! BACKFLOW DEVICE,VERIFY SIZE AND LOCATION IN FIELD . : :: , , ., 111: b . .. 9 ,', f;,"'.." .� t : I W � �'. : : `�,.,�,--� � _;.f,* � : : : � :.. .. : :% : � :_ in :� "..' I : � ! :.............. . : h,: -"I - _.. . � I W . : I [ I . :: : . . :: : � — — — -�,� 011 � / . . i AS APPROVED PVC PIPE 1-1/4"-2" SCH. 40 AS MAINLINES 24"BELOW GRADE I ; : -, ; � .. — — — — 3/40. � : : � � . .. 0--i : � ::.. . : :: � : I — — — — 4 — — — — — — — — — — -_I: � % 'I : . �' . .: I ...........�............_91.9.. ,.,I I : %. , :::: ... ....... .......I.,..... : � : : , ... .................. AS APPROVED PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED : ..............�................................................... I ._;;_;;1F::� ,;, : I : I — — — — : ......... I I P" 11 ...�............. ............::� :; , �, �9z.,__ �: . - , , i i. . I ': _" .......... : . >" Z.. . . d: '��!. I - ", , ....�....? i : b 1: �1, 11, o . . : * , , � : 7f�-,, I I I : . PLACE BELOW ALL PAVING, HARDSCAPE, ETC.,AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE J I'' "�,-.,,,I I--- I I 11;! I � *�. -,,, I , � . q w . '�-�.-.-;�� . ;..... . �. I �,�, 1,'.., , . :*........... - �-' - ,�,' .. .....� - 13,� __1�11 , .......... .....11� I : k . , . % I : , 1. , � . .1 -, -1. .- .. . ,/. I .. .I . I ; 1 . .-..: 1 0 �If�?:-.--,: �Al !'�/I�--:--��' ��! , 1. 1 �,_;fm '. , . ,� : .,�_. ". - - ..`1---------I------------I-----------------� �� � : -;�/,.?� ,, .. L_ b. , 9 _ : �'. NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE#14UF AWG DIRECT BURIAL U.L.( APPROVED) 1,J,K I ; � .. . ,/*---�� ,�. . %.. : i - . ; 1: .".:...��.:::: ...... ,,, � -�: ' 3/4' , s �I 141 i \ T ; : 0"i . .1 I ��..,,11�*,,�: ." i . --l-, : , ��� ,� � ;: .. .. ii� .'.-'-. ..'.:..�__� _ 7, ., ... � : :.:::::.�i:::� :.`.�. .. . ,�,� �.:��;:;' � . ....; ... - . .. , I , .. ............... I............ � . : : * *`�!::::� , 1. I . " I ......................�........-...�.......................... I I_..[ -I :::� I � !1 9 � . . _ , 1.1 I i --:::!!�!-,*`��,-� ----'�:.. - : . : I : - - .. : : " . . . I : -,,,, 11'1,,:1 I . 1. . .....- % " : : : I . 9 J, I � 9 � ��, . , - � : ...- .. ,I�,,,,.,-.. . , : : I , , i : 11 . ...-.-� � --",----��l---"�--�1-1-1.1--l'�9 - -----11 ___ - . . , .............. _1 I ,-l", ., - 111 . ;�,;f . a 3// 9.1 �_ - 1 11 I�1 .. : % L. .EMS, , � : , , , NO SYMBOL 3M DBY DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS K i _.. _� is,.- ................................................� � ) . " r ,,", ,', . . � I � ....9 ..... .." I- 11-111-11.11-1-------------------------- � a I . 1 1 _. � . I.. . .. ,I . - , .....,...." I I 1 ."* III , 4 �_ A ;,�_7 _- A , ... � a1 � � i - � . VALVE NUMBER ,,;;.,9. ... . . � - , '... 4 " �. : . I� ;; ,; II.. � :% . I .I :b 9 . : p I- I.. .. . - : : ". -_ - < ��' . �.. �;"�; �` � - : .: _ " .., 1, � I i . ..............I 1.1-1-.. ..... . �..�, . ', 1- 11 11 1� i� __ I" 5 I I . . I . . 9 1_*�. . - ',,� 1-1 18,--- 6,� . .- I 1 \ 1 —G.P.M. : - - , . i � : . 0. !�, '� , I Fr! , . . , . s � () : .. * " � I : .�" .,�_ I � : : - "" .__ , : '* ------�, " Ir 1 ",4_ . � .. _1 9 11 _ I � ..�'% . I _�,�'. -I , . . - I : . 9 � . . "'. � .,." . I : - I - , ,. A, : � .,,.,111� : � . . I ---------------I..��.�,,��,,�.�.11,111,111,111,11,� . i .. % \ - - %:�. �,f� , - : . __,�,�_,� 1 200 E—APPROXIMATE QUANTITIES OF DRIP EMITTERS � PARCEL : �., in �� - '. � . M . , . . . , . " . , " , I � : : I . . . . : :: . . . . '. � : : .. _ �. . -.111 � : I I - 1. I : 11,11 � I.."; 20 " 2' � � \-.L/ 0 . A .. = .......=...........�..... ,. __ I . .. ." : "I I. . ; 9 , 11 �:, ,. . :..,. :: ;�, ",��--- I I I - I , Is— . I 1 .3 I 13_- 5 ,, .. ":� 3/lr* .1 . . 11 t VALVE SIZE il-A o cr . - . � : . .. I - . . I. . . _.................................�... � . '. . - __ : :: / � . - � - _1 : ;: � , no , � .1 - - b. / . `Zq� I I . .1 . --x,J1��- -- 1 __,_ . , � . 3/,� -,----- 11 " - -1. - � 1 Iffia 1, * _ 0% . - I . ff E " - I '. b � - I � I � I , Ir LLB~ 114. . . � � .I I _- , ................�............................ -.� I % - � W.1:11 . . � .. � I . ,\ _\ - ."��_ I _ .." ", .. I � I1�._n % -1 ■ , �. 11 . , ,." NOTE A: . " . .� 9 _"', �:.1.�'- . _.,11, - ' .. 1. -;�,, ;.�, � . � , - .:. � . , % .1 1, I,- . I .11. 11- .., .. ,; " .zlir -1 � I - - � '. .. �. I _.. __ -.1. :Fer;. . _-, . LL III � ., -� . - ..- , , ., , , .: I " _;-, . , .,. , . I . 1'.:�r � ,-_� . ' - ",; _ POINT OF CONNECTION SHALL BE DOWNSTREAM OF EXISTING 2"DOMESTIC WATER IRRIGATION METER AND EXISTING R/P � I , .I 1 .9 1-1 , .0.. .,-,'-I, 9, , .11 "I._'. . - .... _, .�, %.I . � , . �"- I . , .:._. -SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE 2Z �., ..w %.�b sr.�,, - I . ._,_________ BACKFLOW DEVICE, (INSTALLED BY CVWD)WITH A 2' 0 in \ A I... 6.. � �.. - .,. " '_,." ,�"" � \ . . . , . ,,,, , , I., , .. " . . - -1-- S . - 11 I. . I �.. I 1 19 .111- .1 -1 1�� ,! ,- IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE I . 0 1 \ . " ' -.1 . - . . .,,, L � , a, , -� � , .. __; .., .11 � �. I - I I , . � 0.,���. I - "" " �," . _._ , ___,1111, DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. 0 1-------------------------------------- . ,� ..** �s .- ,I .. I -I .. .J 11 � 1 M,I .10 - � - -, ! - 2 - , -, - I __ - -; . ;".;; , .;";; . . - � REFER TO NOTE�"C"AT RIGHT %.. "" 1, "". 1�1 % 1� %1.;,;;;-1 4 m I", I- , " .11.1. , I . - SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME �� . .11 . . I I -1 � , ." 1 ," , i q; � '. :: I , . ." il?,-, - ", .� I lis -1--, / .. - ..,,� .1 -'�': � -1-11 SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. -e_ ::::: -0 < .J , I I � s - - - __ I.- � ; -- I .: 111. . I I � . , 1 .. I CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EXISTING BACKFLOW DEVICE AND TESTING FOR PROPER OPERATION. > � < � ...... % ,� I 1��;, . . ..I V x Z � I , 9. . - ... SHOULD BACKFLOW DEVICE BE INOPERABLE OR NOT IN PLACE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR M W a.1 M ; .., ., ,, .. ,, ,, .I � -.1- ... ... I . , , % .�qll �,._ I, .. ' .1 " "';; -,',.',> _. _11- I .."'.1 , ,I - I 1. - ;:.�.. _. . , REPLACEMENT OF SAID BACKFLOW DEVICE. CONFIRM ANY DISCREPANCIES WITH OWNER'S AUTHORIZED REPRESENTATIVE . .1 I ", : , , . " _ , 1. _ ". -"-. I , .1, .. I - - - .. � PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. .__ 1: ... _11, 1-- : .., LU , . .... "I?% ", - STATIC WATER PRESSURE � . .__. 95 PSI LU N 01 "I I 1��, �_' " I'll, 0 _ -- DESIGN WATER PRESSURE 56 PSI ln_� � ,1, ,I .�b .'',� I'I", I"��� I ,.;�:.,e;� I.1- ,� ,.", .,.-.11-- ___- MAXIMUM SYSTEM DEMAND 18GPM F_ I" ;_1 , O - - , , I .1. , . , RESIDUAL PRESSURE 42 PSI ""I ---I--- ,�11'1 ., O __ ,"' I I �1 - i/, 1�11 I'll ". ,�, ,�', '1�', ,;_____1 ", 0 ", "I" I" ," "I","" I, � "", 0 9� " ,� ' '1'� ", "",�', " " NOTE B: 0 fo " 0 O -, _ .- CONTROLLER SHALL BE RAIN BIRD, IM-12 SERIES, 12 STATION (ET)CONTROLLER, INSTALLED WITHIN NEMAA RATED WEATHER,�,�,,,�,_"� V , - , SITE __ ,�, I . , , ", " ,11- , ., 1-. NOTE: � PROOF CABINET. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE CONFIRMED WITH OWNERS AUTHORIZED NOTE: 11 , 11.�1, 1��, I.,, _� I �'_' P111, " 11 -- , --- I . I ., 11 or- 11.11, ., .,. .'_ CONTRACTOR SHALL REFER TO UNIVERSITY CENTER REPRESENTATIVE PRIOR TO COMMENCING WORK. GERALD I . ., I CONTRACTOR TO VERIFY EXISTING CONDITIONS MD KEEP' 10(�, . , .1 " , I �'11 le� PROFESIONAL PARK PLANS PREPARED BY RAYMOND LOPEZ 0, Revision Dates � I I 1. EXISTING SYSTEM.OPERATIONAL DURING AND AFTER:;` , G 190 q I , . :.. .1 - " "9.:,. .1 ARCHITECTS, SHEET 1-12, FOR IRRIGATION METER, MASTER "" " ,:, �� - '1 " 1'�_ NOTE C: CONSTRUCTION. I ,;..'� ,�: I - I ..-I... 114, 11 C.q .1 CONTROL VALVE, AND CONTROLLER LOCATION INFORMATION. 6 I I CONTRACTOR SHALL CONNECT TO THE EXISTING 2" IRRIGATION MAINLINE AT THIS APPROXIMATE LOCATION. ALL EXISTING 19/p, AKAN MECHECK, 1223D4 VALVES CONNECTED TO THE EXISTING CONTROL WIRES AND MAINLINE SHALL BE MAINTAINED IN AN AUTOMATIC OPERATION �, I THROUGHOUT AND AFTER CONSTRUCTION. NO DISRUPTION OF THE EXISTING SYSTEMS WILL BE ALLOWED. VERIFY ALL A - Maintenance Schedule LANDSCAPE INSPECTION' SCHEDULE EXISTING EQUIPMENT LOCATIONS AND ROUTING IN FIELD WITH OWNER AUTHORIZED REPRESENTATIVE AT START OF WORK. - 1) Landscapes shall be maintained to ensure water efficiency.A regular A maintenance schedule shall include but not limited to checking,adjusting, 1) SLEEVING/GRADING : NOTE D: I cleaning and repairing equipment; resetting the automatic controller,aerating A. SLEEVE DIAMETER,TYPE, DEPTH AND LOCATION CONTRACTOR SHALL ROUTE CONTROL WIRES FOR EXISTING MASTER CONTROL VALVE CONNECTION . IF ADEQUATE QUANTITY . A - and detaching turf areas; replenishing mulch;fertilizing; pruning;and weeding B. SOIL SURFACE DRAINAGE, ELEVATIONS AND TRASH OF SPARE CONTROL WIRES EXIST,THE CONTRACTOR MAY USE THESE FOR THE MASTER CONTROL VALVE CONNECTION, in all landscape areas. (INCLUDING WEEDS AND RUBBLE) SPARE WIRES SHALL BE CONFIRMED IN FIELD AT START OF CONSTRUCTION WITH OWNER'S AUTHORIZED REPRESENTATIVE. zns, - � CONTRACTOR SHALL VERIFY ACTUAL LAYOUT IN FIELD AND BE APPROVED OF ANY TRENCHING OUTSIDE THE LIMIT OF WORK 2) Repair of irrigation equipment shall be done with the originally specified 2) HARDSCAPE/BOULDERS-COBBLE WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. REPAIR AND REPLACE EXISTING PLANT VICINITY MAP NTS Issue Dates I materials or their approved equivalents. I A. SIDEWALK AND WALL LAYOUT MATERIAL AND IRRIGATION EQUIPMENT DAMAGED DUE TO WIRE AND CONDUIT INSTALLATION. I B. UTILITIES LOCATION Planning 06.13.04 C. BOULDER TYPE, SIZE, WEIGHT AND PLACEMENT NOTE: Design Development os.oi.v4 9 ADJUSTABLE CHECK VALVE MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY,ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18"OFF ADJACENT PARCEL 16 OF 3) IRRIGATION SYSTEM ROUGH-IN HARDSCAPE AND OTHER OBSTACLES TYP. Plan Check 11.10.04 RAIN BIRD-ACV SERIES/LINE SIZE. INSTALL'ADJUSTABLE CHECK A.TRENCH DEPTH AND LOCATION : MAP NO. 31563 VALVE'AS NEEDED TO KEEP THE LATERAL LINES CHARGED WITH B. PIPE SIZE AND CLASS NOTE: I I Bid Set - WATER IN ORDER TO REDUCE WATER HAMMER AND HYDRALIC C. PRESSURE TEST(125 psi FOR 6 HOURS) BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING, BUILDING AND OUTSIDE LIMIT OF WORK FOR CLARITY ONLY, Permit Set - ISTRESSES BETWEEN CYCLES. FIELD VERIFY. I ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S 4)PLANT MATERIAL(TREES &SHRUBS) AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO Construc6on Set - A. CONDITION COMMENCING WORK. B. TYPE I Drawing Date WATER CONSERVATION NOTES C. PLACEMENT � These plans have been reviewed by the Coachella Valley Water District in accordance with 12/6/05 1 THE FOLLOWING WATER CONSERVATION TECHNIQUES SHALL 5)GROUND COVER(DECOMPOSED GRANITE) Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. requiring Check By z BE EMPLOYED IN THIS PROJECT: A. TYPE FOR LANDSCAPE IRRIGATION NOTES, SEE SHEET L4.1 efficient landscape and irrigation design in cooperation with the local governing agency(City RS 0 WATER CONSERVING PLANTS,AND PLANTS NATIVE TO HOT,DRY B. DEPTH AND SPACING i FOR LANDSCAPE IRRIGATION DETAILS, SEE SHEET L4.2 or County). SUMMERS, UTILIZED IN 95%OF THE TOTAL PLANT AREA. C. COMPACTION I Approval of this drawing by CVWD Staff does not constitut�approval to encroach into Drawn By . district and USBR Rights-of-Way. Trees, plants,walls,and'permanent structures of any kind JC - 41 IRRIGATION ZONES SEPERATED BY PLANT MATERIAL. 6)FINAL � may not be planted or installed in CVWD and USBR easements or right-of-way without first Scale 1 0 USE OF HYDROZONES WITH PLANTS GROUPED BASED UPON A. IRRIGATION PY i_�_ R I D G E obtaining an encroachment permit from CVWD. I■ = 2(Y AMOUNT OF WATER NEEDED TO SUSTAIN THEM. 1) VALVES, BOXES AND WIRING I 1�, � LANDSCAPE "I 1: __i, , ,I� , � � , _ ��. _,� "j- �; - ,11__"�Iy� ,q,,�,�; 1, � , �9 919 9 � � -4�- 1" 11) CONTROLLER OPERATION AN SCHEDULE 0 I' ll , A R C H I T E C T S - Job Number 1,-,�: �_ zl� � * ,,,,, , ,,, Z 9 1 0 SOIL AMENDMENTS UTILIZED TO IMPROVE WATER HOLDING 111) SPRINKLER, BUBBLER AND/OR DRIP EMITTER I ` I Ir '��,�� 11 RECEIVED Water Management Supervisor 03261 1 CAPACITY OF SOIL. I _11,�"I- 119.,I � , " `1111 � I I- ,, TYPE, FLOW RATE AND QUANTITY PER PLANT , I ,"',," TEL 760 438 1002 I 1 , Imm"%mmom, -"11 - 1 1, I _' AUTOMATIC IRRIGATION SYSTEM IV) OVERALL OPERATION : _,�11 I - - ZOUS �0 ADJUSTED SEASONALLY AND , DEC 7 Sheet Number 1�- I -...., , ,�, 11111 - _'11 'IF I , I � 1 Development Services Supervisor , ,I- WITH WATERING HOURS BETWEEN 1 1:00 P.M.AND 6:00 A.M. I,: I", 9 �, � FAX V) AS BUILT 0 10 20 40 60 1, — ����� : I PUBLIC . B.TREE STAKING ! ,WORKS DEPARTMENT 9 IRRIGATION SYSTEM DESIGNED TO WATER DIFFERENT AREAS CITY OF PALM DESERT OF THE LANDSCAPE BASED ON WATERING NEED. C. OVERALL � 1 4.- , Q) ,D\ I J 1 1 1 �111111111,, �14 E T � 0 RECOMMENDATIONS GIVEN FOR ANNUAL IRRIGATION SCHEDULE. � . . i LANDSCAPE IRRIGANNION PLAN L ■ 1 � I � - . I, - 1 9 ____ �� , - —_ _�,.t -i-- ---— M IRRIGATION NOTES EXISTING IRRIGATION NOTES: �j ILL THE CONTRACTOR MUST FAMILIARIZE HIMSELF WITH THE EXISTING IRRIGATION AND PLANTING ON PROPERTY. ANY DAMAGE OR ADJUSTMENTS REQUIRED city Of Palm Desert �E INCLUDING REPLACING OR RELOCATING IRRIGATION LINES, HEADS,VALVES, WIRES OR ANY UTILITY THAT OCCURS ON THE PARCEL DUE TO THE CONSTRUCTION 1 METER AND BACKFLOW PREVENTION DEVICES WILL BE INSTALLED BY CVWD. SEE PLANS FOR SIZE, LOCATION AND Water Calculation Chart OF THIS PROJECT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. THE OWNER'S U . REPRESENTATIVE MUST REVIEW ANY REQUIRED MODIFICATIONS TO THESE AREAS PRIOR TO COMMENCING WORK. THE CONTRACTOR MUST NOTIFY THE OWNER'S s}sJ W_ Oj � h WATER DEMAND. AUTHORIZED REPRESENTATIVE OF THESE CONDITIONS OR ANY DISCREPANCIES PRIOR TO COMMENCING WORK. O . � NE 2. THE CITY OF PALM DESERT REQUIRES INSPEQTION AND APPROVAL BY THE CITY DESIGNATED INSPECTOR DURING CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, PROPERTY LINES, DIMENSIONS, ETC. PRIOR TO COMMENCING WORK. ALL EXISTING IRRIGATION SYSTEMS Maximum Water Allowance lV N o p N Ln to MAINLINE AND LATERAL LINE INSTALLATION. PRESSURE TESTING OF MAINLINE AND LATERAL LINE IS MANDATORY. SHALL BE VERIFIED IN THE FIELD AT START OF CONSTRUCTIONS. ALL EXISTING MAINLINES, RCVS, BACKFLOW DEVICES, CONTROLLERS, METERS, SERVICE LINES, N to 00 00 ETC. SHALL BE VERIFIED IN FIELD. ALL EXISTING IRRIGATION EQUIPMENT SHALL BE CLEARLY INDICATED INCLUDING SIZES AND MODEL NUMBERS TO SCALE ON AN Input Zone 3. AN INDIVIDUAL EMITTER IS TO BE PLACED AT EACH PLANT. EACH PLANTER SHALL RECEIVE EMITTERS WITH THE ACCURATE BASE DRAWING AND SUBMITTED AS A SHOP DRAWING. SAID SHOP DRAWING SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT, AND OWNER'S 0 APPROPRIATE GALLONAGE PROVIDED. PROVISIONS FOR FUTURE EMITTERS AT THE DRIP LINE OF THE TREE SHALL AUTHORIZED REPRESENTATIVE FOR REVIEW AND APPROVAL. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY IF ANY DISCREPANCIES ARE L. BE PROVIDED FOR. ALL EMITTERS ARE TO BE ON SCHEDULE 80 RISERS WITH DOUBLE STREET ELLS. FOUND. NO WORK SHALL PROCEED WITHOUT APPROVAL OF SAID SHOP DRAWINGS. Square Footage Calculations Ln CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING EXISTING IRRIGATION SYSTEM AS-BUILTS FROM OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO O 4. PRESSURE REDUCING DEVICES, FILTERS, AND END FLUSH VALVES ARE REQUIRED. COMMENCING WORK. CONTRACTOR SHALL CONFIRM ALL CONNECTION POINTS AND EXISTING IRRIGATION SYSTEMS AFFECTED IN FIELD WITH OWNER'S Tree& Shrub Square foot 5439 LL «, lL AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. ALL LABOR AND MATERIALS REQUIRED TO IRRIGATE AREAS WITHIN THE LIMITS OF WORK AND TO Total Landscape Square foot 5439 5. ALL GROUND COVERS SHOULD BE PLANTED 24"OR MORE FROM EDGE OF CURB. ADJUST AREAS ADJACENT TO THE LIMITS OF WORK SHALL BE INCLUDED AS PART OF THIS CONTRACT. NO ADDITIONAL COSTS WILL BE ALLOWED FOR THE cn 6. IT IS THE INTENT OF THESE DRAWINGS TO INDICATE A COMPLETE AND OPERATIONAL IRRIGATION SYSTEM GIVING PROPOSED IRRIGATION IMPROVEMENTS OR ADJUSTMENT OF THE EXISTING ADJACENT IRRIGATION SYSTEMS. Zane No. Eto Water Adj. Total Conversion Factors Total N FULL COVERAGE AND READY FOR USE BY THE OWNER. THE DRAWINGS ARE BASED ON LANDSCAPE AND GRADING ALL EQUIPMENT LOCATIONS AND PIPE ROUTING SHALL BE STAKED IN FIELD FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. ALL LAYOUT SHALL BE AS Factor Sq.ft. 0.62 748 MWA t j DRAWINGS IF EFFECT AT THE TIME THESE DRAWINGS WERE MADE. ANY DISCREPANCIES, OMISSIONS, ERRORS, ETC. APPROVED BY, LANDSCAPE ARCHITECT, AND OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. NO EQUIPMENT SHALL BE INSTALLED WITHOUT 4 93.91 0.51 54391 0.621 748 211.6629 C DO NOT AND SHALL NOT RELIEVE THE CONTRACTOR OF HIS APPROVAL OF LAYOUT. Q ON THESE DRAWINGS OR ON THE SITE CHANGES, U RESPONSIBILITY TO PROVIDE A COMPLETE SYSTEM AS SHOWN. IF NECESSARY, THE CONTRACTOR MAY, WHERE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE INSTALLATION OF PROPOSED IRRIGATION EQUIPMENT AND RELATED EQUIPMENT, INCLUDING BUT NOT C CHANGES OCCUR, ADD OR DELETE SPRINKLERS, REROUTE PIPE, ETC. TO ASSURE ADEQUATE AND FULL COVERAGE. LIMITED TO R.C.V. CONTROL WIRES, ELECTRICAL WIRES, CONDUIT, REMOTE CONTROL VALVES, ETC. ALL LAYOUT AND LOCATIONS SHALL BE CONFIRMED WITH Total Number of plants 151 s t M OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. Number of plants by water use % of Total Landscape Square Footage 7. IRRIGATION CONTRACTOR SHALL VERIFY ALL IPRESSURES ON SITE PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE PROPOSED 1 Low 90 0.596 3241.788 IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO COMMENCING WORK. 2 Low/Mod 0 0.000 o.a0o � �-• 8. LOCATE ALL VALVES IN PLANTING AREAS. 3 Mod 30 0.199 1080.596 N E a CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION OF ALL ADJACENT IRRIGATION SYSTEM EQUIPMENT THAT IS AFFECTED BY PROPOSED 9. IRRIGATION SYSTEM IS STRICTLY DIAGRAMMATIC, THEREFORE,CONTRACTOR MUST MAKE ADJUSTMENTS IN THE IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, AS APPROVED BY THE OWNER'S AUTHORIZED 4 Mod/ Hi 0 0.000 0.000 CL C FILED TO INSURE ADEQUATE COVERAGE. REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING 5 High 0 0.000 0.000 WORK AND PRIOR TO COMMENCING WORK. 6 Low Trees 24 0.159 864.477 10. IRRIGATION SYSTEM SHALL CONFORM TO STATE AND LOCAL CODES. CONTRACTOR SHALL REFER TO CORRESPONDING ON-SITE WATER AND SEWER PLAN FOR UNDERLYING WATERLINES, EASMENTS, AND OTHER RELATED 7 Low/Mod Trees 0 0.000 0.000 EQUIPMENT. CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS IN FIELD WITH OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 8 Mod Trees 7 0.046 252.139 11. THE SYSTEM SHALL BE FULLY GUARANTEED FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE. ANY 9 Mod/Hi Tree 0 0.000 0.000 DEFECTIVE MATERIAL OR POOR WORKMANSHIP SHALL BE REPLACED OR CORRECTED BY THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS TO EXISTING IRRIGATION, LANDSCAPE AND HARDSCAPE DAMAGED BY ROUTING NEW WIRES TO 10 High Trees 0 0.000 0.000 4_, CONTRACTOR AT NO COST TO THE OWNER. CONTROLLER AT NO ADDITIONAL COST TO THE OWNER. Total 151 12. 120 VOLT ELECTRICAL POWER OUTLET FOR CONTROLLERS SHALL BE PROVIDED AS NOTED. IRRIGATION CONTRACTOR SHALL MEET WITH THE OWNER PRIOR TO BEGINNING DEMOLITION OR ANY OTHER WORK,AND WALK SITE TO LOCATE EXISTING CONTROLLER, LINES, CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HOOK-UP FROM OUTLET TO CONTROLLER. WIRES AND OTHER IRRIGATION TO BE PROTECTED IN PLACE. Plant/irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: CONTRACTOR SHALL PROVIDE FOR THE IRRIGATION OF EXISTING PLANT MATERIAL THROUGHOUT THE CONSTRUCTION PROCESS. ANY DAMAGE DUE TO Spray/Bub/Drip 4 3242 1 Low Shrub 13, ALL WIRE FROM CONTROLLER TO ELECTRIC CONTROL VALVES SHALL BE COPPER OF#14 600v DIRECT BURIAL. USE CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY TO PREVENT ANY LAPSE IN IRRIGATION OF THE EXISTING PLANT MATERIAL. ANY PLANT MATERIAL AND/OR Season Zonal Eto Plant Area I Conversion Factors Estimated BLACK FOR PILOT,WHITE FOR COMMON, BLUE FOR EXTRA WIRE. INSTALL IN COMMON TRENCH WITH MAIN LINE IRRIGATION DAMAGED AS PART OF CONSTRUCTION SHALL BE REPAIRED TO A LIKE NEW CONDITION AS PART OF CONTRACT. Value Factor sq. ft. 1 0.62 1 748 1 Irri. Eff. Water Use 00 PIPING WHERE POSSIBLE. LABEL EACH CONTROL WIRE AT THE CONTROLLER WITH THE STATION NUMBER. ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO THE EXISTING CONTROLLER SHALL BE RECONNECTED TO THE EXISTING CONTROLLER. CONFIRM PROPER Spring 20.69 0.2 1 3241.7881 0.62 I 748 I 0.9 12.35 02004 Smith Consulting Architects 14. PROVIDE MINIMUM 18"COVER OVER ALL PRESSURE MAIN LINE PIPING, AND 12"OVER ALL NON-PRESSURE LATERAL CONTROLLER OPERATION AND INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK AND UPON COMPLETION OF WORK. Summer 57.29 0.2 3241.7881 0.62 1 748 1 0.9 34.21 LINE PIPING. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE ADJUSTMENT/MODIFICATION OF EXISTING IRRIGATION SYSTEM WITHIN THUS AND OTHER AREAS Fall -Winter 15.97 0.2 3241.7881 0.62 1 748 I 0.9 9.54 AFFECTED BY THE PROPOSED IMPROVEMENTS. ALL LAYOUT SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. LTOTAL 56.10 15. IRRIGATION CONTRACTOR SHALL INSTALL EMITTERS ON THE UP HILL SIDE ON BERMS AT EACH PLANT. NO DISRUPTION OF THE EXISTING IRRIGATION SYSTEMS WATERING WILL BE ALLOWED DURING CONSTRUCTION. ALL ADJACENT SYSTEM SHALL MAINTAIN Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: 16. DO NOT WILLFULLY INSTALL THE SYSTEM AS DESIGNED WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN AUTOMATIC PROGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCTION. Spray/Bub/Drip 4 0.9 1080.596 3 Mod Shrub OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT WERE NOT KNOWN DURING DESIGNING. SUCH CONDITIONS Season Zonal Eto Plant Area I Conversion Factors Estimated SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE; OTHERWISE THE Value Factor sq.ft. 1 0.62 1 748 1 Irri. Eff. Water Use IRRIGATION CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR ANY AND ALL NECESSARY REVISIONS. Spring 20.69 0.5 1080.5961 0.62 1 748 1 0.9 10.30 17. FINAL LOCATION OF AUTOMATIC CONTROLLER SHALL BE DETERMINED BY OWNER'S AUTHORIZED REPRESENTATIVE. Summer 57.29 0.5 1080.596 0.62 748 I 0.9 28.51 Fall -Winter 15.97 0.5 1080.596 0.62 1 748 1 0.9 7.95 ' 7 ®al . 18. IRRIGATION SYSTEM MUST BE PROGRAMMED TO OPERATE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. ONLY. IRRIGATION NOTES TOTAL 46.75 W 20. ALL PRESSURIZED LINES SHALL BE BACKFILLED WITH 6" OF SAND - 3"ABOVE AND BELOW THE PIPE. 1 ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: > THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR Spray/Bub/Drip 4 0.9 864.477 6 Low Tree 21. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. Season Zonal Etc Plant Area I Conversion Factors Estimated U THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR Value Factor sq.ft. 1 0.62 748 1 Irri. Eff. Water Use 2 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE Spring 20.69 0.2 864.4768 0.62 748 I 0.9 3.29 PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE Summer 57.29 0.2 864.4768 0.62 I 748 0.9 9.12 22. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED Fall -Winter 15.97 0.2 864.4768 0.62 I 748 0.9 2.54 TO THE OWNER'S REPRESENTATIVE. ® COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE TOTAL 1 14.961 W APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED 3 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. O VJ TO THE OWNER'S REPRESENTATIVE. Plant/irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: 23. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 4 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN Spray/Bub/Drip 4 0.9 252.139 8 Mod Tree BEFORE BEGINNING WORK. Season Zonal Etc Plant Area Conversion Factors Estimated THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN Value Factor sq. ft. 0.62 I 748 I Irri. Eff. Water Use Q 24. BEFORE BEGINNING WORK. 5 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO Spring 20.69 0.5 252.13911 0.62 I 748 0.9 2.40 BE INSTALLED WITHIN PLANTING AREAS. Summer 57.29 0.5 252.1391 0.62 I 748 1 0.9 6.65 25. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE Fall Winter 15.97 0.5 252.1391 0.62 1 748 1 0.9 1.85 0 < J RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND 6 THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN TOTAL 10.91 THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. INSTALLATION. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY b rLL Total Tree And Shrub 128.72 26. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED r V LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO NECESSARY BY THE OWNER. v EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING Total Estimated Water Use 128.72 CCF DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. 7 INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 8 ACTUAL LOCATION FOR THE INSTALLATION OF THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. PLANT / GROUND COVER EMITTER LEGEND NOTE: 9 CONTRACTOR IS TO PROVIDE TWO ADDITIONAL PILOT WIRES FROM CONTROLLER ALONG ENTIRETY OF MAIN PLANT SIZE #OF EMITTERS THESE SUGGESTED RUN TIMES ARE FOR REFERENCE LINE TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. LOW SHRUB 2- 5.0 GPH (10.0 GPH) RLYision Dates ONLY. ACTUAL RUN TIMES MAY DIFFER DUE TO LOW/MODERATE SHRUB 2- 7.0 GPH (14.0 GPH) VARYING SITE CONDITIONS. CONTRACTOR SHALL 10 ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE APLAN �GI-11=CK 1223�4 ADJUST RUN TIMES AS REQUIRED TO PROVIDE LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO HIGH SHRUB 2- 10.0 GPH (20.0 GPH) (ESTABLISHED PLANT SCHEDULE) APPROPRIATE WATER FOR EACH VALVE CIRCUIT. EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING TREES 3- 31.0 GPH (93.0 GPH) - Bedrosian Tile& Marble JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Total: DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. DRIP SYSTEM NOTES: Irrigation Schedule 7 Dal fs Week ETo/Mo 2.8 4.7 6.6 9.4 11.3 13.2 13.2 10.3 9.4 6.6 3.8 2.8 93.9 11 ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE ALL LATERAL LINES FOR DRIP SYSTEM SHALL BE PVC AS SHOWN IN THE LEGEND. POC/ Controller 1 ETo/Da 0.09 0,17 0.21 0.31 0.36 0.44 0.42 0.33 0.31 0.21 0.13 0.09 POLY FLEX RISER ADAPTER SHALL BE CONNECTED TO THE PVC LATERAL LINES IN _ POSSIBLE. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION LOCATIONS ALONG THE LATERAL LINE ROUTE IN QUANTITIES AND LOCATIONS Type AKc Pr Rate IE DETAILS. INSTALL ALL QUICK COUPLER AND REMOTE CONTROL VALVES WITHIN 181,OF HARDSCAPE. REQUIRED BY EACH SHRUB OR GROUNDCOVER. Palm Bubblers 12 PRESSURE REDUCING DEVICES, FILTERS,AND END FLUSH VALVES ARE REQUIRED 0.8 3 0.9 1.6 3.0 3.8 5.6 6.5 7.8 7.5 5.9 5.6 3.8 2.2 1.6 Min/Da _ CONTRACTOR TO PROVIDE THE QUANTITY OF EMITTERS BASED ON THE ACTUAL PLANT Issue Dates 1 Qty. of Valves Total Run Times 2 3 4 6 6 8 8 6 6 4 2 2 Total Min/Da 13 IT IS THE INTENT OF THESE DRAWINGS TO INDICATE A COMPLETE AND OPERATIONAL IRRIGATION SYSTEM GIVING FULL COUNT AND THE EMITTER LEGEND SHOWN ABOVE. ANY REFERENCE TO EMITTER Drip COVERAGE AND READY FOR USE BY THE OWNER. THE DRAWINGS ARE BASED ON LANDSCAPE AND GRADING DRAWINGS IF QUANTITIES ON THESE PLANS IS FOR DESIGN USE ONLY. VERIFY THE ACTUAL PLANT 0.45 1 0.95 0.9 2.9 5.3 1 6.7 9.9 11.5 13.8 13.4 10.5 9.9 6.7 4.0 2.9 Min/Day EFFECT AT THE TIME THESE DRAWINGS WERE MADE. ANY DISCREPANCIES, OMISSIONS, ERRORS, ETC. ON THESE QUANTITIES AND SIZES FROM THE LANDSCAPE PLANS PRIOR TO BIDDING OR Planning 05.13.04 5 Qty. of Valves Total Run Times 14 26 1 33 49 57 69 67 53 49 33 20 14 Total Min/Day DRAWINGS OR ON THE SITE CHANGES, DO NOT AND SHALL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO STARTING WORK. Design Development m zo4 Bubblers I PROVIDE A COMPLETE SYSTEM AS SHOWN. IF NECESSARY, THE CONTRACTOR MAY, WHERE CHANGES OCCUR,ADD OR Plan Check 11.10.04 0.8 2 0.9 2.4 4.5 5.7 8.3 9.7 11.7 11.3 8.9 8.3 5.7 3.3 2.4 Min/Day DELETE SPRINKLERS, REROUTE PIPE, ETC. TO ASSURE ADEQUATE AND FULL COVERAGE. DRIP SYSTEM HAS BEEN DESIGNED TO ACCOMMODATE THE LOCATION AND SIZE OF 3 Qty. of Valves Total Run Times 7 13 17 25 29 35 34 27 25 17 10 1 7 Total Min/Day EMITTERS TO COMPENSATE FOR FUTURE PLANT GROWTH. MAINTENANCE PERSONNEL Bid Set - 14 IRRIGATION CONTRACTOR SHALL INSTALL EMITTERS ON THE UP HILL SIDE ON BERMS AT EACH PLANT. SHALL RELOCATE EMITTERS AWAY FROM PLANT TO ENCOURAGE ROOT GROWTH. Permit Set Total Valves: 9 TOTAL RUN TIMES HRS : 0.4 Q.7 0.9 1.3 1.5 1.9 1.8 1.4 1.3 0.9 0.5 0.4 15 IRRIGATION CONTRACTOR SHALL VERIFY ALL PRESSURES ON SITE PRIOR TO CONSTRUCTION. Constmctlon Set - JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC I?, These plans have been reviewed by the Coachella Valley Water District in accordance with Drawing Date /6/05 Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. requiring Check B efficient landscape and irrigation design in cooperation with the local governing agency(City y (ESTABLISHMENT PERIOD SCHEDULE) IRRIGATION WATER AUDIT NOTE: FOR LANDSCAPE IRRIGATION PLAN, SEE SHEET L3.1 or County). RS MAINTENANCE COMPANY TO PROVIDE AN IRRIGATION FOR LANDSCAPE IRRIGATION DETAILS, SEE SHEET L4.2 Approval of this drawing by CVWD Staff does not constitute approval to encroach into AUDIT, IN COMPLIANCE WITH THE STATE OF district and USBR Rights-of-Way. Trees, plants, walls,and permanent structures of any kind Drd1M1 By Controller: 1 . C PLANT TYPE/ SPRINKLER TYPE Eto AKc PR RATE IE RUN TIME QUANTITY RUN TIME QQ RiQ, CALIFORNIA LANDSCAPE WATER MANAGEMENT may not be planted or installed in CVWD and USBR easements or right-of-way without first Days Per Week: 7 10.6 (HOURS) (HOURS) �G C PROGRAM, SHALL BE PERFORMED BY A CERTIFIED R I D G E obtaining an encroachment permit from CVWD. le Shrub and Ground Covers: O IRRIGATION AUDITOR PRIOR TO TURNOVER OF LANDSCAPE DATE: PROJECT AND EVERY 5 YEARS THEREAFTER. A s Drip 12.00 0.45 0.49 0.90 0.41 5 2.04 R I D G E Q O SCHEDULE SHALL BE ESTABLISHED AND SUBMITTED TO ., A R C H I T E C T S Water Management Supervisor job Number ...... ............. ........ " CIE��FED LANDSCAPE _3 THE CITY OF AT LEAST ONCE EVERY FIVE YEARS AS 03261 Palm Trees: A R C H I T E C T S ' < Certlfled REQUIRED BY THE CITY. THE REGULAR MAINTENANCE a Bubblers 12.00 0.80 2.00 0.90 0.18 1 0.18 . TEL76043s loot DEC 7 ZOdbiDevelopment Services Supervisor Sheet Number 8841 Research Drive,Suite 200 SCHEDULE COUPLED WITH THE AUDITS SHOULD HELP FAX 760 4381155 Irvine,CA8 387 1323 '9 Q' TO MAINTAIN THE IRRIGATION EFFICIENCY AS INTENDED ' Trees: Tel 949 387 13 � D I '� O PUBLIC WORKS DEPARTMFw r Bubblers 12.00 0.80 3.00 0.90 0.12 3 0.36 Fax 949 387 1303 IN THE DESIGN. IRRIGATION SYSTEM SHALL BE TESTED CITY OF PALM DESFPT CYCLES PER DAY: 1 TOTAL NUMBER OF STATIONS: 9 www.ridgela.com AND MAINTAINED ON A MONTHLY BASIS BY THE TOTAL RUN TIME IN HOURS: 2.57 MAINTENANCE STAFF. LANDSCAPE IRRIGATION NOTES PLASTIC 10" ROUND VALVE BOX WITH BOLT DOWN ROOT BALL OF SHRUB U) M A 0 PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT,AND WASHER. PLACE EMITTERS AT EDGE OR TREE LEGEND J N COVER, USE STAINLESS BOLT, NUT,AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE OF ROOTBALL ON OPPOSITE BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "FV"ONTO LID IN 2" HIGH CHARACTERS. C CEO LID SHALL BE "TAN" IN COLOR. PC-XX-1032 PC MODULES SIDES OF TREE . ADJUST.PER. FOR SHRUBS USE ONLY: O RAINBIRD 1404 BUBBLER. Q EDGE. HEAT BRAND "BW ONTO LID. LID SHALL BE "TAN" IN COLOR. SERIES WITH PC DIFFUSER ROOTBALL SIZE TYPICAL. PC-XX-1032 PC MODULES 8 •� cis BALL VALVE, SEE LEGEND FOR SPECIFICATION AG PRODUCTS 3/4"-B BALL VALVE WITH A PVC SCH. 40 MALE CAP EMITTER SERIES ( 5.0, 7.0 PER 3 PVC RISER-SCH. 80 U 0 ADAPTER. MODEL PFR/FRA, OUTLET ), INSTALL WITH O W O O � a SET AT EDGE OF SET AT EDGE OF „ VALVE ID TAGS PRE-ASSEMBLED POLYFLEX MODEL PFR/FRA, O PVC LATERAL PER PLAN. � O N N 4" ROOT BALL ROOT BALL ID n n TW111 FINISHED GRADE IN SHFZUB AREAS 2" MIN RISER ADAPTER PRE-ASSEMBLED — N NOpFINISHED GRADE IN SHRUB AREAS POLYFLEX RISER ADAPTER. TREE PIT PER PLANTING DETAILS. N 0L0 Ln4" MIN. =III \\�\ FINISHED GRADE2 _ N-I I I-I II III- III-III-I =III=III FOR TREES USE ONLY: T2-1 FINISH GRADEIII-I I= -III -I I-I I SALCO A/R FLEXIBLE PVC HOSE _ _ — — — 1 11= _ _ MINIMUM 3 FOOT LENGTH __ — SERIES 1 (24. PC MODULES III—III= — I I-I_i SERIES (24.0 GPH PER 6 a PRESSURE SUPPLY LINE =1 I I—I I I —III— __ —__ OUTLET), INSTALL WITHO TREE OR PALM ROOT BALL LOW Ln DEPTH AS PER SPECS. MODEL PFR/FRA I 73- 5 TREE OR PALM TRUNK 2" MI PVC LATERAL LINE PIPE SEE o o PVC SCH. 80 FEMALE ADAPTER(2 REQ.) —DRIP LATERAL LINE I—III III I III III I SPECIFICATIONS FOR TYPE PLAN VIEW- N.T.S. PRE-ASSEMBLED 0 0 2" MIN. POLYFLEX RISER ADAPTER. O SET ON UNDISTURBED NATIVE SOIL o _ AND DEPTH REQUIREMENTS o o v 0, v U o BRICK SUPPORTS 4 REQ. NOTE: O( ) 0000� O "O !—BRICK SUPPORTS (4 REQ.) 10 MARLEX 90 DEG. STREET ELL. JOINTPVC SCH 40 TEE OR ELL PROVIDE EMITTERS QUANTITIES AS NPVC SCH. 80 T.O.E. NIPPLE INDICATED BELOW(SEE IRRIGATION MATERIAL s O, LANDSCAPE FABRIC PVC THD. ELL SCH 80, SxF PVC LATERAL LINE LEGEND - SHEET L3.1) O LANDSCAPE FABRIC SHRUB _ G (� rz 3/4" ROCK, 2 CUBIC FT. F�4 NOTE: 3/4" ROCK, 1 CUBIC FT. 2(5.0 GPH) EMITTERS, PER"LOW"WATER USE SHRUBS s -� M NOTE: BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE c� INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX. BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE 2(7.0 GPH) EMITTERS, PER"LOW- MODERATE" 10 10 AND "MODERATE"WATER USE SHRUBS INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE *PERCOLATION TEST TO BE DONE FOR DEEP WATERING Ln INSTALLATION AT MAIN LINE DEPTH. INSTALLATION AT MAIN LINE DEPTH. TREE AND RESULTS RETURNED TO LANDSCAPE DESIGNER M O VIEW- N.T.S. USE TEFLON TAPE ON ALL MALE PIPE THREADS. SECTION VIEW N.T.S.- 3(24.0 GPH) EMITTERS, PER TREECL SECTIONSECTION VIEW- N.T.S. SECTION VIEW-N.T.S. C D BALL VALVE C FLUSH VALVE B DRIP/TREE LINE INSTALLATION A PRESSURE COMPENSATING PALM BUBBLER 4 - STAINLESS STEEL ENCLOSURE Is SEE LEGEND FOR SPECIFICATION PVC SCH 40 ELL PVC SCH 80 NIPPLE(TYPICAL, FINISHED GRADE IN SHRUB AREAS RAIN SHUT-OFF DEVICE, REFER TO LENGTH AS REQUIRED) PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN FINISH GRADE LEGEND FOR SPECIFICATION FINISH GRADE IN TURF AREAS COVER, USE STAINLESS BOLT,NUT,AND WASHER. PLASTIC ROUND VALVE BOX WITH BOLT DOWN BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE COVER, COLOR-TAN, USE STAINLESS BOLT NUT AND WASHER. — —_— PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN HEAT BRAND"QCV"ONTO LID. IRRIGATION CONTROLLER COVER, COLOR-TAN, USE STAINLESS BOLT,NUT,AND WASHER. EDGE. HEAT BRAND"RCV"AND CONTROL STATION#ONTO LID_ I- — — CLEAN COMPACTED BACKFILL BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE LID SHALL BE"TAN"IN COLOR. EDGE. HEAT BRAND"RCV"AND CONTROL STATION#ONTO LID. QUICK COUPLER KEY WITH MALE HOSE BIB 02004 Smith Consulting Architects _ GFI TYPE SWITCHMT CONNECTION AS SHOWN, KEY MUST CLEAR VALVE BOX B O T. FINISHED GRADE _ LATERAL LINES,SEE SPECS. `N/ON-OFF SWITCH - ,,.,--FINISHED SHRUB AREAS P+. _ I I I � s �- FINISHED GRADE 3" FINISHED GRADE IN SHRUB AREAS TERMINAL STRIP AND _ PRESSURE REG. CONTROL ZONE KIT:RAIN BIRD = _ = IN SHRUB AREAS — - -I - -I I- — XCZ-10000M XCZ-100 COM KIT =III I- _ II -1 4"MIN. — _ CONTROL WIRES _ — R.C.V. —III— —I 4"MIN. — — PRESSURE REGULATOR IF SPECIFIED ® — — INCLUDES FPT BALL VALVE, I I= I— — — CONTROL WIRES, SEE SPECS. p 1"PVC ELECTRICAL SWEEP FOR = I III 3"MIN. FILTER III — 100PES6 VALVE RBY 100C LSS =III=III' III III SEE LEGEND FOR SPECIFICATION =I I = '41_ — — — �I I HL- I o = QUICK COUPLER VALVE _ - - _ WIRES — = r---- ---- --- - -� = FILTER AND PSI M40X-100 I II I _Ili — — 24"WIRE LOOP I=III= SEE LEGEND FOR SPEC. 6�oxifia • FLOW SENSOR WI PRESSURE REGULATOR. UNDISTURBED SOIL EPDXY SEALANT — I i i I —III— VALVE ID TAG GALV. PUNCH LOC(2 REQ.) PVC SCH 40 MALE ADAPT LATERAL —~ PVC THD. ELL SCH 80 PVC PRESSURE MAINLINE,SEE ER BRASS NIPPLE LENGTH AS REQ.CAI CONCRETE PAD AS PER CONTROLLER ° -I — — — - SPECIFICATIONS CONTROL VALVE 0 C..v. C — ENCLOSURE MANUFACTURER'S SPECS. i FEMALE ADAP. z"MiN. ROL ° ° BRICK SUPPORTS — SCH. 80 PVC 8 o BRASS TRIPLE SWING JOINT(SIZE PER QCV) *< I PVC LATERAL TO DRIP SYSTEM SCH 80 PVC NIPPLE TYP. USE TWO STREET ELLS ONE NIPPLE 6"MIN. ®� =1 =_ 1 I - 1 _ ;• FINISH GRADE L----------- --- .KW-R.M4 . LENGTH),AND ONE THREADED ELL FOR —III—III—III—III—III—III—III— I—I '•• o PVC SCH 80 UNION FOR BRICK SUPPORTS ASSEMBLY I ' I A III 3"PVC ELECTRICAL SWEEP FOR ° ria- �o Q� p,�o SERVICING ASSEMBLYMAINLINE, SEE SPECS. '`'�'LOW VOLTAGE CONTROL WIRES lg °,- 'n t BRICK SUPPORTS(1 OF 4) #4 x 36"REBAR STAKE. ° > Q DIMENSION A B C 1"PVC ELECTRICAL SWEEP FOR � O IRRIGATION MAINLINE MAINLINE LANDSCAPE FABRIC LANDSCAPE FABRIC U 110 VOLT POWER WIRES 3t4" ROCK 2 CUBIC FT. 3/4" TO 2-1/2" IN SIZE 18" 12" 4" 3" MINIMUM DEPTH 3!4" ROCK, 1 CUBIC FT. "!:. � m 3/4"X 96"COPPER GROUND ROD PVC SCH 80 NIPPLE(2-INCH 3/4"CRUSHED GRAVEL Q 3"TO 6" IN SIZE 24" 4" CONNECT AS PER MANUFACTURER LENGTH, HIDDEN AND TWO CUBIC FEET PVC SCH 40 ELL Q PVC SCH 40 TEE OR ELL LANDSCAPE FABRIC NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL. SECTION VIEW-N.T.S. SECTION VIEW- N.T.S. SECTION VIEW- N.T.S. SECTION VIEW- N.T.S. SECTION VIEW- N.T.S. O rn LL W PIPE INSTALLATION H CONTROLLER ENCLOSURE G DRIP RCV ASSEMBLY E REMOTE CONTROL VALVE E QUICK COUPLER VALVE 0 CAI MAINLINE, SEE LEGEND DRIP LATERAL- PVC CLASS 200 PIPE. m Q J FOR TYPE. LOW VOLTAGE WIRES, 3 MAXIMUM ROADWAY PAVING OR DRIP EMITTER CONTROL SHRUB EMITTER DETAIL (TYPICAL), SEE WIRES PASS THROUGH GROOVES IN a c - - PEDESTRIAN PAVING W TUBE LID TO ALLOW LID TO CLOSE E DETAIL "A"ON THIS SHEET I — SAND BA VALVE ASSEMBLY, SEE CLOSE TUBE LID AFTER WIRE CKFILL COMPACTED LEGEND FOR TYPE. _ I - - - <<; <::: IS INSERTED INTO TUBE - - - TO THE DENSITY OF C B — EXISTING SOIL BACKBONE LATERAL- PVC CLASS 200 PIPE. — - . . _ _ LATERAL LINES POLY TUBE PRE-FILLED WITH I_ IN SCH 40 SLEEVE FLUSH VALVE. SEE DETAIL "C" WATERPROOF GEL -0 ON THIS SHEET r I= I I . .. _ _ CONTROL WIRES LOCK TABS PREVENT WIRE REMOVAL _ (_ IN SCH 40 SLEEVE 0____0 ONCE CONNECTOR IS INSERTED UNDISTURBED SOIL F — - SCOTCHLOK ELECTRICAL SPRING — — — PRESSURE MAINLINE Revision Dates aED & G CONNECTOR. WIRES SHALL BE IN SCH 40 SLEEVE PRE-STRIPPED OF 1/2"OF THE kk D D. D. ' ._ D' INSULATION PRIOR TO INSERTION AFLAN RECHECK 1Z23a4 0 Lo G INTO THE CONNECTOR. TWIST PVC SLEEVES TO BE CONNECTOR ONTO WIRES TO TWICE THE DIAMETER _ SEAT FIRMLY. - OF THE PIPE OR WIRE 0— 0-0_0 INSERTLO ED I CONNECTOR AND WIRES BUNDLE CARRIED. _ INSERTED INTO TUBE UNTIL THE CONNECTOR PASSES LOCK TABS DIMENSION A B C D — 0 DETAIL ALSO FOR PIPE _ NOTE: ROADWAY PAVING 36" 24" 24" 4" INSTALLED IN ROCK SOIL. PLAN VIEW - N.T.S. WIRE CONNECTOR SHALL BE A 3M DBY DIRECT BURY SPLICE KIT. 11/2"TO 4" IN SIZE - KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR,A POLYPROPYLENE TUBE AND A PEDESTRIAN PAVING 18" 12" 12" 4" WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. 11/2"TO 4" IN SIZE Issue Dates DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2-3#14 OR 2 L TYPICAL DRIP LAYOUT #12 PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF g WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. Planning 9*.1304 SECTION VIEW- N.T.S. Design Development iD9zv4 WATER PRESSURE CALCULATIONS Plan Check 11.1m.04 K WIRE CONNECTION J SLEEVE INSTALLATION Bid Set POC NUMBER 1 POC SIZE 2" - CONTROLLER ASSEMBLY LOCATION NOTE: HYDRAULIC GRADE LINE N/A POC ELEVATION 118 Permit Set - CONTROLLER LOCATION SHOWN ON THIS DRAWING IS APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT THE ELEVATION DIFFERENCE N/A STATIC PRESSURE PSI 95 Construction Set CONTROLLER LOCATION FOR REVIEW AND APPROVAL BY THE OWNER PRIOR TO INSTALLATION OF THIS EQUIPMENT. THE LANDSCAPE REMOTE CONTROL VALVE# 6 REMOTE CONTROL VALVE SIZE 11/2" CONTRACTOR IS RESPONSIBLE FOR ELECTRICAL CONNECTION FROM 120 VOLT POWER SOURCE TO THE CONTROLLER AND ALL WIRE R.C.V. DEMAND GPM 18 TOTAL DEMAND GPM 18 FOR LANDSCAPE IRRIGATION PLAN, SEE SHEET L3.1 Drawing Date CONNECTIONS FROM ALL VALVES AND APPURTENANCE VALVES TO TERMINAL ' TRIP. REFER TO ELECTRICAL ENGINEER'S DRAWING'S RCV. ELEVATION 118 STATIC PRESSURE AT R.C.V. 95 FOR LANDSCAPE IRRIGATION LEGEND AND NOTES, SEE 12,/6/05 FOR POWER SOURCE. ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL STATE AND NATIONAL ELECTRICAL CODES AND SIZE DESCRIPTION PSI LOSS REGULATIONS. FINAL LOCATION AND EXACT POSITIONING OF THE CONTROLLER SHALL BE DETERMINED BY THE OWNER. MINOR 2" SERVICE LINE 1 3.6 PSI SHEET L4.1 Check By MODIFICATIONS OF CONTROLLERS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST 2" WATER METER 2 5.2 PSI IRS TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE 2" WYE STRAINER 2 1.0 PSI 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 Drawn By OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER. 2" BACKFLOW PREVENTER 3 11.0 PSI efficient landscape and irrigation design in cooperation with the local governing agency(City jC 2" BALL VALVES 4 1.0 PSI or County). VALVE LOCATION NOTE: 11/2" MASTER CONTROL VALVE 5 1.5 PSI �� ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THIS DRAWING ARE APPROXIMATE. THE LANDSCAPE CONTRACTOR 2" 1000 FEET OF LOOPED MAINLINE: TYPE SCH. 40 6 1.4 PSI R I D G E Approval of this drawing by CVWD Staff does not constitute approval to encroach into SHALL STAKE OUT EACH ELECTRICAL CONTROL VALVE AND ISOLATION VALVE LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR 1" REMOTE CONTROL VALVE 8 2.9 PSI LANDSCAPE district and USBR Rights-of-Way. Trees, plants, walls,and permanent structures of any kind TO INSTALLATION OF ALL VALVES. FINAL LOCATION AND EXACT POSITIONING FOR ELECTRIC CONTROL VALVES AND ISOLATION VALVES ° may not be planted or installed in CVWD and USBR easements or right-of-way without first 10% LATERAL LINE LOSS 9 2.0 PSI ` ARCHITECTS job Number SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS AS 10% FITTING LOSS 10 3.0 PSI , :I q�! obtaining an encroachment permit from CVWD. 03261 REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO,ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO 0 ELEVATION CHANGE P.O.C. TO HIGHEST HEAD 11 0.0 PSI TEL 760438 1002 DATE: ADDITIONAL COST TO THE OWNER. IN GENERAL, UNLESS OTHERWISE DIRECTED BY OWNER,ALL VALVES SHALL BE INSTALLED THREE TOTAL SYSTEM PRESSURE LOSS SUM OF#1 THRU #11 12 32.6 PSI ( FAX 760 4381155 DEC � U Water Management Supervisor Sheet Number FEET FROM EDGE OF HARDSCAPE,WALK OR CURB IN SHRUB PLANTING AREAS. PRESSURE REQUIRED AT HEAD 13 20.0 PSI PUBLIC WORKS DEPARTMEIUI TOTAL PRESSURE REQUIRED SUM OF#12 AND#13 14 52.6 PSI CITY OF PALM DESFPT Development Services Supervisor STATIC WATER PRESSURE FROM ABOVE 15 95.0 PSI RESIDUAL PRESSURE SUBTRACT# FROM# 15 16 4 PSI LANDSCAPE IRRIGATION DETAILS L4 . 2 SET PRV OR MCV AT # 14 PLUS 10 PSISI 17 N/A/A PSI PRESSURE BOOST, IF REQUIRED #14-#15+20 PSI) 18 N/A I PSI 0 -I—i N ON C11.0 L.. PLANT PALETTE PARCEL 17 i BOTANICAL/ MIN. SIZE/ SYMBOL COMMON NAME-WATER NEEDS SPACING DETAIL QUANTITY COMMENTS W O TREES: . s_ O N i N i. Q� Ola CO Z - Ln Ln N to 00 00 r =Z i O I p ACACIA ANEURA/ 24" BOX A 5 T X 4'W X 1.5"CAL. W�u 10 MULGA ACACIA-LOW(0.2) U o� 0 Lss. i N� i T SOIL SAMPLE O j -- O.............. ..................... < I�1 LOCATION 1 OF 3 pI CERCIDIUM HYBRID'DESERT MUSEUM'/ 24" BOX A 6 T X 4'W X 1.5"CAL. , i I p THORNLESS PALO VERDE-LOW(0.2) ;� .,..� N o• PROSOPIS CHILENSIS / 24" BOX A 5 8' X 4'W X 1.5"CAL. V ___ .. ........____ � CHILEAN MESQUITE LOW(0.2) rzz D _CQ P RCEL 9 - U ° 0 o% L WASHINGTONIA ROBUSTA/ 12'BTH C 7 - M 6 3 MEXICAN FAN PALM- MOD (0.5) Y ENCLOSED PARKING 0 k ......... r I WAREHOUSE �� O SHRUBS, VINES AND GROUND COVERS: PARCEL 14 19,565 SF. ACACIA REDOLOENS'DESERTCARPET'/ 1 GAL./ B 0 i PROSTRATE ACACIA-LOW(0.2) AS SHOWN 4-1 BAILEYA MULTIRADIATA/ 1 GAL. B 15 ° O DESERT MARIGOLD-LOW(0.2) 2'O.C. o ' O BOUGAINVILLEA'LA JOLLA' / 5 GAL./ B 0 ................... 0 B SOIL SAMPLE RED SHRUB BOUGAINVILLEA-MOD (0.5) 5' O.C. i Cn LOCATION 2 OF CAESALPINIA PULCHERRIMA/ 5 GAL./ B 2 ..................................... RED BIRD OF PARADISE- MOD (0.5) V O.C. O2004 Smith Consulting Architects is is i CALLIANDRA CALIFORNICA/ 5 GAL./ B 14 ® BAJA FAIRY DUSTER-LOW(0.2) V O.C. o CASSIA NEMOPHILA/ 5 GAL./ B 3 ................................................................................_.. • • • • • + OpO DESERT CASSIA-LOW(0.2) 6'O.C. o° BOULDERS — REFER TO DASYLIRION WHEELERI/ 5 GAL./ B 8 CONSTRUCT/ON PLAN SHEET L 1. 1 4 O DESERT SPOON LOW (0.2) 5 O.C. FOR BOULDERo SCHEDULE FOUQUIERIA MACDOUGALII/ BARE ROOT B 3 ©a� ,- O ° 0 MEXICAN TREE OCOTILLO-LOW(0.2) MIN. 5 CANES ®a� _...................................................._...... x + -- -- I , • • I MIN. HEIGHT 5'/ r I no + o0a s' o.c. W i }-- r _: O HESPERALOE PARVIFLORA'YELLOW/ 5 GAL./ YELLOW YUCCA-LOW(0.2) 4' O.C. / 1 B 16 i I jil, LANTANA MONTEVIDENSIS NEW GOLD / 1 GAL./I O 0 NEW GOLD LANTANA-MOD (0.5) T O.C. MO O LEUCOPHYLLUM FRUTESCENS'GREEN CLOUD'/ 5 GAL./ B 8 ® SOIL SAMPLE TEXAS RANGER-LOW(0.2) 5 O.C. ® W LOCATION 3 OF 3 O ' PARCEL 15 i I - U. O - DENOTES SOIL SAMPLE LOCATION- REFER TO NOTE'H'OF PLANTING NOTES, SHEET t 0 L6.1, FOR ADDITIONAL INFORMATION. I j ALL PLANTER AREAS SHALL RECEIVE A LAYER OF DECOMPOSED GRANITE MULCH, 3/8" MINUS (11% FINES), MINIMUM 2 1/2"AFTER COMPACTION, COLOR SUNSET. m " ALL PLANT LOCATIONS SHALL BE REVIEWED AND APPROVED BY LANDSCAPE \ ARCHITECT PRIOR TO INSTALLATION. PLANTS SHALL BE PLACED IN THEIR INTENDED FOR LANDSCAPING IN R.O.W.AND01 MEDIAN, REFER TO SEPARATE LOCATIONS WHILE STILL IN THEIR CONTAINERS/BOXES. SUBMITTAL PACKAGE PREPARED -'` BY RAY LOPEZ ASSOCIATES / LANDSCAPE AREA=7,714 SF. O Vk i 4y/ O / �,� S�- Revision Dates w / z 7p 1 PLAN RECWECK 12.2304 Q` Q Ld SITE _ / GERALD FORD DR. ............ LU .... .... \ / H W W WATER CONSERVATION NOTES Q - FRANK g SINATRA OY Issue Dates O O THE FOLLOWING WATER CONSERVATION TECHNIQUES, CONFORMING TO THE "WATER CONSERVING LANDSCAPE" REQUIREMENTS, o 0 Planning 06.13.04 SECTION 20.52 OF THE ZONING ORDINANCE, SHALL BE EMPLOYED IN THIS PROJECT: a Design Development osvD4 Plan Check 11.1mm4 • WATER CONSERVING PLANTS, AND PLANTS ACCLIMATED TO HOT, DRY SUMMERS UTILIZED IN 90 % OF THE TOTAL PLANTED AREA. Bid Set - VICIN ITY M P Permit Set - • USE OF HYDROZONES WITH PLANTS GROUPED BASED UPON AMOUNT OF WATER NEEDED TO SUSTAIN THEM. "Ts Construction Set - • DECOMPOSPED GRANITE MULCH, 3/8" MINUS (11 % FINES), WETTED, ROLLED AND COMPACTED, UTILIZED IN ALL PLANTED AREAS, Drawl Date i 2/6/05 2-1/2" MINIMUM DEPTH AFTER COMPACTION. ', 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 Check By • SOIL AMENDMENTS, AS RECOMMENDED BY AN AGRONOMIC SOILS NUTRIENTS REPORT, UTILIZED TO IM�ROVE WATER HOLDING or County). RS Approval of this drawing by CVWD Staff does not constitute�pproval to encroach into Dmwn CAPACITY OF THE SOIL. district and USBR Rights-of-Way. Trees, plants, walls,and permanent structures of any kind By may not be planted or installed in CVWD and USBR easements or right-of-way without first JC • AUTOMATIC IRRIGATION SYSTEM ADJUSTED SEASONALLY AND WITH WATERING HOURS BE 10:00 P.M. AND fi:00 A.M. MW R I D G E obtaining an encroachment permit from CVWD. Scale { W£ LANDSCAPE DATE: • IRRIGATION SYSTEM DESIGNED TO USE SEPARATE VALVES FOR EACH HYDROZONE, BASED ON CLIMATIC FACTORS SUCH AS SUN ARCHITECTS water Management Supervisor RECEIVED Job Number AND WIND EXPOSURE, AND ALSO SOIL TYPE AND PLANT SPECIES. :r: �' 03261 TEL 760 438 1002 DEC 7 ��US DevelopmentServices Supervisor Sheet Number • LANDSCAPE WATER USE CERTIFICATION WITH SUPPORTING DATA IN COMPLIANCE WITH STATE OF CALIPORNIA WATER w }: Fnx�6o438>>55 EFFICIENCY ORDINANCE FOR APPROVAL INCLUDED WITH LANDSCAPE IRRIGATION PLANS AND DETAILS. 0 10 20 40 60 ��sCR o°PALMDESER DEPARTMENT • AN AUTOMATIC IRRIGATION SYSTEM UTILIZING DRIP IRRIGATION, WILL BE PROVIDED. LANDSCAPE PLANTING PLAN L5 . 1 � _ PLANTING NOTES o 4 A. REFER TO PLANTING SPECIFICATIONS AND DETAILS FOR SOIL PREPARATION, FERTILIZATION, 4-a N all- cro MULCHING AND OTHER PLANTING INFORMATION. c PREVAILING WIND 1 C B. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE 48 HOURS PRIOR TO COMMENCEMENT OF 1 U O WORK TO COORDINATE PROJECT INSPECTION SCHEDULES. COORDINATE THIS WITH THE CITY OF PALM ® 2 }�� W O 9j � all.. DESERT LANDSCAPE INSPECTOR. PLAN VIEW N N N rn 00 00 C. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE 2 LEGEND N cn WORK. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE 1. CINCH TIES OR EQUAL. U SHOWN ON PLAN. 7 3 k 2. 2" DIA.X 10' LODGE POLE PINE STAKE (2 PER TREE). KEEP CLEAR OF D. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD - III= m ROOTBALL AND CROWN OF TREE. REFER TO SPECIFICATIONS. Ln CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTION SHALL BE I I I. I I I I ROOTBALL I=I I p v „ ul ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR ALL _ 3. WATER BASIN, 3 MIN. DEPTH AFTER WATERING BY HOSE. REMOVE > 5 = I 4 i co 1 BASIN IN LAWN AREAS AND AS DIRECTED BY LANDSCAPE ARCHITECT. . NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. III=_- Q Q 4. FINAL GRADE. - C4 '=. E. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FRCM -III, III-III III m N o'% Q 7 DAMAGE. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY AND ASSUME FULL RESPONSIBILITY Q 3 5. NATIVE SOIL BACKFILL. �C 3XDlA. FOR EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH DAMAGED UTILITIES. OF ROOTBALL 6 Z 4 6. EXISTING SOIL (UNDISTURBED NATIVE SOIL). :!5M F. LOCATION OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS,VENTS, HYDRANTS, LEGEND i� = - - 7. SET TOP OF ROOT CROWN TO BE AT FINAL GRADE. c� -III III-I I TRANSFORMERS, ETC. ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD =III=I I ROOTBAL =III_ 5 THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. 1. ONE THROUGH FIFTEEN GALLON SIZE CONTAINER PLANT -1 1 � 0 O o -III-II =� NOTES: M I I-I 1 1- NO ROOTBOUND OR SPIRAL ROOTS. M 2. WATERING BASIN - MIN. 4" DEPTH. _ _ G. OBTAIN ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS FROM ON-SITE EXCAVATIONS. I II I I I I = = -1 I II I I� 0L.. SHOULD IMPORT SOIL BE NECESSARY, SUBMIT IMPORT SOIL TESTING RESULTS FOR APPROVAL PRIOR TO -III=1 I=III=III=III III=I I1= 3. FINAL GRADE (D.G.). I I III III=1 I=11I I I III=1 IMPORTATION. SOIL SHALL BE SANDY LOAM CONTAINING NO TOXIC CHEMICALS OR ELEMENTS WHICH MAY INHIBIT OR RETARD NORMAL PLANT GROWTH. 4. NATIVE SOIL BACKFILL SEE SPEO, 6 5. ROOTBALL OF PLANT- MUST NOT BE ROOTBOUND. LOOSEN 3X DIA. H. AFTER ROUGH GRADES HAVE BEEN ESTABLISHED IN PLANTING AREAS, HAVE SOIL SAMPLES TAKEN ANY TIGHT-PACKED ROOTS. OF ROOTBALL 4-, AT THE LOCATIONS INDICATED BY DESIGNATION & HAVE SAMPLES TESTED BY SOIL AND PLANT LAB, (714)282-8777 OR APPROVED EQUAL, FOR SOIL FERTILITY, TAKE TWO SAMPLES AT EACH LOCATION: (1) 6. EXISTING SOIL (UNDISTURBED NATIVE SOIL) GROUND LEVEL TO 10" DEEP, (2)24"TO 36" DEEP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY 1 7. "CROWN ROOT"OF PLANT-TO BE AT FINAL GRADE QUART OF SOIL TO BE LABELED PER LOCATION AND DEPTH. INSTALL SOIL PREPARATION AND BACK FILL MIX TO CONFORM TO THESE RECOMMENDATIONS ONLY UPON RECEIPT OF WRITTEN CHANGE ORDER Cn FROM THE OWNER. SUBMIT SOIL REPORT TO LANDSCAPE ARCHITECT PRIOR TO PLANTING. 02004 Smith Consulting Architects I. KILL AND REMOVE ALL EXISTING WEEDS FROM SITE AREAS PER SPECIFICATIONS. J. ASSURE POSITIVE DRAINAGE IN ALL PLANTING AREAS, 2 % MINIMUM. K. LOCATE AND TAG ALL PLANT MATERIAL. MATERIAL SHALL BE IN CONFORMANCE WITH PLANTING PLAN DESCRIPTIONS AND SPECIFICATIONS. ALL PLANT MATERIAL IS SUBJECT TO REVIEW AND APPROVAL B SHRUB PLANTING A TREE PLANTING & STAKING 30�� BOX PRIOR TO INSTALLATION. PROVIDE PHOTOS OF REPRESENTATIVE EXAMPLES OF EACH TAGGED BLOCK O & SMALLER 1 DAYS BEFORE ANTICIPATED DELIVERY. H TO LANDSCAPE ARCHITECT MINIMUM 2 PHOTOS SHALL INCLUDE A PERSON FOR SCALE PURPOSES. LANDSCAPE ARCHITECT MAY OPT TO REVIEW MATERIAL AT GROWING 4 NURSERY. MATERIAL DELIVERED TO THE SITE MAY BE REJECTED BASED ON UNHEALTHY APPEARANCE a'Coo OR NON-CONFORMANCE WITH SPECIFICATIONS EVEN IF PREVIOUSLY REVIEWED BY THE LANDSCAPE ARCHITECT OR THE OWNER. L. ALL TREES WITHIN A SPECIES SHALL HAVE MATCHING FORM. LEGEND 1. FRONDS TO BE TIED AND PROTECTED DURING r ' V M. FINAL LOCATION OF ALL PLANT MATERIALS PER THE LANDSCAPE PLANS. ` SHIPMENT. UNTIE FRONDS AFTER 30 DAYS. OR AS DIRECTED BY PALM TREE EXPERT OR LANDSCAPE LEI N. PLANT QUANTITIES ARE NOTED ON PLANS BY LANDSCAPE ARCHITECT. ARCHITECT. hQ 2. TRUNK HEIGHT: MEASURED FROM ORIGINAL GRADE l 0. SHRUBS SHALL BE PLANTED A MIN. 36"AWAY FROM HARDSCAPE EDGES AND BUILDINGS,TREES LEVEL AT BASE OF TRUNK TO TERMINAL BUD AT ® fJ BASE OF FRONDS. TRUNK TO BE CLEAN*, STRAIGHT r,ft SHALL BE PLANTED A MIN. 5'AWAY FROM HARDSCAPE EDGES AND BUILDINGS. 0\ / 1 AND FREE OF SCARS OR ROT. SET TRUNK PLUMB. Vi 3. PLANT BASE OF TREE AT OR SLIGHTLY ABOVE FINISH Lu U. Uj GRADE. DO NOT BURY ANY PART OF TRUNK P. ALL CURVE TO CURVE AND CURVE TO TANGENT LINES SHALL BE NEAT, TRIM, SMOOTH AND UNIFORM. 4. FINISH GRADE D.G. a ( ) u -J Q. REMOVE ALL NURSERY STAKES AND ESPALIER RACKS IMMEDIATELY AFTER INSTALLATION UPON 5. ROOTBALL: TO BE PROTECTED DURING SHIPMENT MINIMUM 3'-6'X 3'-6'X 4'DEEP. PROVIDING SUPPORT PER PLAN. 2 6. NATIVE SOIL BACKFILL. DNA `IJ Q® R, DURING THE LENGTH OF THE GUARANTEE PERIOD, CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER STAKING TO ENSURE STABILITY. 7 4 3 7. 4"DIA. BLACK PVC SLIP CAP, TOP 3" MAX. S. CONTRACTOR SHALL REPLACE ANY EXISTING PLANT MATERIAL WHICH IS DAMAGED BY 8. 4"DIA. X 8' PERFORATED PVC PIPE - CENTER IN HOLE, CONSTRUCTION OPERATIONS. REPLACEMENT PLANT MATERIAL MUST BE OF MATCHING SPECIES, ......::.,,.: WRAPPED WITH FILTER FABRIC INSTALLED FROM THE FOLLOWING MINIMUM SIZE: 15-GALLON TREE, AND 1-GALLON SHRUBS. II II I O T 6 - :S 9. 12" DIA. X 8" DEEP AUGURED HOLE FILLED WITH 3/4" CRUSHED GRAVEL T. CONTRACTOR IS RESPONSIBLE TO CONTACT COUNTY AGRICULTURAL DEPARTMENT FOR INSPECTION I % OF PLANTS BROUGHT INTO COACHELLA VALLEY FROM ARIZONA OR OTHER STATES. 10. END CAP - - I Revision Dates 8 *PHOENIX PALM TRUNKS TO BE DIAMOND-CUT. 1 PLAN RECA4ECK 12.23.04 CONNECT TO 8 WASHINGTONIA PALM TRUNKS TO BE SKINNED. EXISTING STORM 9 - CITY OF PALM DESERT LANDSCAPE INSPECTION SCHEDULE DRAINAGE SYSTEM 10 - 1. SLEEVING/GRADING 12" A. SLEEVE DIAMITER, TYPE, DEPTH AND LOCATION B. SOIL SURFACE DRAINAGE, ELEVATIONS AND TRASH (INCLUDING WEEDS AND RUBBLE) 2. HARDSCAPE/ BOULDERS-COBBLE A. SIDEWALK AND WALL LAYOUT B. UTILITIES LOCATION Issue Dates C. BOULDER TYPE, SIZE, WEIGHT AND PLACEMENT 3. IRRIGATION SYSTEM ROUGH - IN Planning 05.13.04 A.TRENCH DEPTH AND LOCATION B. PIPE SIZE AND CLASS C PALM TREE PLANTING Design Development moio4 C. PRESSURE TEST (125 PSI FOR 6 HOURS) Plan Check 11.10.04 4. PLANT MATERIAL (TREES & SHRUBS) Bid A. CONDITION B. TYPE Permit Set C. PLACEMENT 5. GROUND COVER (DECOMPOSED GRANITE) Construction Set - A. TYPE B. DEPTH AND SPACING Drawing Date l?,/6/05 C. COMPACTION These plans have been reviewed by the Coachella Valley Water District in accordance with 6. FINAL Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. requiring A. IRRIGATION efficient landscape and irrigation design in cooperation with the local governing agency(City Check By 1)VALVES, BOXES, AND WIRING or County). RS 11) CONTROLLER OPERATION AND SCHEDULE Approval of this drawing by CVWD Staff does not constitute approval to encroach into III) SPRINKLER, BUBBLER AND/OR EMITTER TYPE, FLOW RATE AND QUANTITY PER PLANT district and USBR Rights-of-Way. Trees, plants, walls, and permanent structures of any kind Drawn By ,C IV) OVERALL OPERATION may not be planted or installed in CVWD and USBR easements or right-of-way without first B. TREE)SAS BUILT TAKING R I G E RECEIVED obtaining an encroachment permit from CVWD. Scale C. OVERALL LANDSCAPE DATE: CIEC 7 Z Ub A R C H I T E C T S Water Management Supervisor Job Number PUBLIC WORKS>)EPA�FR EIV� 0326I TEL 760 438 1002 CITY OF PALM DE. - Development Services Supervisor Sheet Number FAX 760 438 11 55 LANDSCAPE PLANTING DETAILS AND NOTES L6 . 1