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RMIONS BY. II 0 3 2 4 6 w_ �p 3- --0- -Q —b�— ' GABRI LLO AVENUE III III=1 i 11=1 I 1 , 3 —©- - - - - - - — GO SIDEWALK I'I—I1=II I� 1 I I I=lIi Ii 1I I I=—IIIII 1I II II=IIIIII-1, II I I —I3I . G� ---- JJ 72 o op0o 0 +0` 0 0 0 f) � Z N0 _ 6" CURB \ 14 44-1 _ QD 0 0 O-L N clq F L o c o DRIVEWAY _ //; 5 m 3, 3 \ o co FLAGPOLE PLATFORM $ STEPS J z o _ \c� 2 SCALE: 1/2" = I�_0,1 �nn. o�i ED - �3-4 CONSTRUCT I ON NOTES 4 1. FLAGPOLES INSTALLED PER FLAGPOLE CONTRACTOR'S •— " 3 + .� 3 PLANS, CALCULATIONS $ SPECIFICATIONS. L a � � uj OFFICE 14'-61 m 2 •i O — 14 1 � Q 4 2 `�'� �� 2. NOTE: PROVIDE 5/8" FELT EXPANSION JOINTS PER PLAN. 3 I MAXIMUM 10'—O ON CENTER. REFER TO SOILS REPORT FOR ADDITIONAL COMPACTION 4 SUB—BASE REQUIREMENTS. _ J SHOP I 5. COLORED WASHED CONCRETE. COLOR BY L.M. SCOFIELD "SUMMER BEIGE" INTEGRAL COLOR #5254. 4. SLOPE CONCRETE AT 1/8" PER FT. r. oscA, S�E� 6.10 I TRASH 5. DECOMPOSED GRANITE (SEE PLANTING PLAN) ENCLOSURE ( LLJ I I > 6. #3 KEBABS @ 24 ON CENTER, BOTH DIRECTIONS. (TYPICAL) p� 7. 44 REBARS @ 24" ON CENTER, BOTH DIRECTIONS. (TYPICAL) 1 Q 8. CONTINUOUS #4 REBAR �- - - - - - - 9. SOIL COMPACTED TO 90% S I Q 10. REFER TO SOILS REPORT FOR COMPACTION, STEEL zREINFORCEMENT, CONCRETE, ETC. SEE SHEET L-6 FOR < SPECIFICATIONS. IN #3 REBAR. 1LLJ ® 12. GRADE TO DRAIN DI REGTI ON PER DRAINAGE ARROW _ 1 I 15. COBBLESTONE DRY STREAM — MORTAR ON PLACE 1 14. BOULDERS: 1 I SYMBOL DESCRIPTION "SANTA FE" BOULDERS AND COBBLESTONES BY SOUTHWEST BOULDER $ STONE GO., a ASPHALT DRIVEWAY I NDI O, GA 760-451-5555. 1 LARGE BOULDERS: (7) EA. - 5!X5!X5' MEDIUM BOULDERS: (1) EA. 2'X2'X2' SMALL BOULDERS: (5) EA. — 18"X 18"X 18" I Z CoI ol DATE ; OJ AL °° SI TE L� o �. APPROVED FINAL LANDS APE P CKAGE u]���C o b aArE3� � ALES NDRO �► � LAN�SCAPEMANA CONSTRUCTION PLAN 12-8 N ENT SCALE: 1/8" = 1'—O" -DRAWN BL BY PALM DESERT D � JOB A0. [• - z IETTrc" Q .N . _ ��qa t LTi F °� STATE HWY. L 1/8 w CITY OFgn a2® O �3��y , - ,, P• _;cawar�� z PALM DESERT � Smo NO. VICINITT MAP i F I . - Z U NO SCALE z 3 OF 10 SHEETS E+ REVISIONS BY. As 6 6 IRRIGATION LEGEND �ODEPT >� 1' DRIP 1' DRIP 0 GABRI LLO AVENUE SYMBOL MFC% DESCRIPTION PSI GPM RAD PATTERN ■ RAIN51RD 1402 PRESSURE COMPENSATING: 30 0- - FLOOD BUBBLER (REFER TO SCHEDULE) 2 1/2 " &L, Q RAINBIRD PEB SERIES REMOTE CONTROL VALVE. SIZE AS INDICATED ON PLANS. 11/4 Z-- --------- ------------------------------- -_ -------- ® RAINBIRD XCZ-015 CONTROL ZONE KIT- WITH 15-DVX REMOTE CONTROL VALVE, ------------------------------------------------- (DRIP ASSEMBLY) 9/4`.IY --•��� XBV-015 BALL VALVE RBY-015-200MX IN-LINE FILTER PSI-L30X-015 ll I I '( C I ' PRESSURE REGULATOR (USE PD I-M30X PRESSURE REGULATOR FOR FLOWS i W �J L i `�� GREATER THAN 5 GPM) - -- ------------- - ----- I o % -------------------------------�_____-----_ '. H WILKINS �'850 FULL PORT LINE SIZED BALL VALVE. --' ------------ - ° o ° E--------- I ----- ------3 % - -- ° U SELF-FLUSHING LATERAL LINE CAP. INSTALL IN EMITTER BOX - TAN COLOR I I r --1----- o 0 0 -- - - -- E----------------------------------------i------_----------- 1 - 4' ; h1 3/4' IRRIGATION WATER METER INSTALLED BY CVWD. o to o --------------------- -- `'' - --------- ---- E-------------------------------- I ------- ----3 ER INSTALLED I ° i e r r 3 � \� 'i ® FESCO INSTALL DIRECTLY P1�SSUR�ACKFLTER �CVWD l��QUIREMEN7S. BY Cvtl�� - �� � 00 i , 0--------------------------------------4------------------------�-----3 , N II ° I L-------------------3 N 00 o i L- -_ ' N GRISWOLD 02230 PRESSURE REGULATING MASTER VALVE - 1'. NORMALLY OPEN 0 ------------------------- 3 �- v r °o ; �� i ; ® WAYWARD 012 BASKET STRAINER, 1' SIZE W/ FLANGED CONNECTIONS AND 80 MESH FILTER J J J J J ' 1 ELEMENT s,• I I CND !� ' E-----I m Qi 0 I 4 ' ' V C 1 O RAINBIRD +'33DLRC QUICK COUPLER VALVE AND KEY. INSTALL IN BROOKS �3 VALVE BOX - 3'41 ( TAN COLOR 1' PVC CONNECTION TO MAIN. ° I I ' 13 ' ' \_ ��, I I � ------- PRESSURE MAINLINE PVC SCH 40 3�{' TO I�z', CLASS 3B FOR 2' SIZE AND iJ3 i i 4 I ' l'/4' LARGER BURY MIN. 18 BELOW GRADE. 61ZE AS INDICATED ON PLANS. Z I o ' CONTROLLER OTE: ; ; , rn j i ' NON-PRESSURE LATERAL CLASS 200, BURY MIN. 12'. SIZE AS INDICATED ON � oL ; I , $ PLANS. SLEEVE UNDER ALL PAVING:. Q N w) N 1 rn LOCATE WALL MOUNT CON LLER ON OUTSIDE WALL OF i i __________ ' 1 w TRASH ENCLOSURE. 111 VO 2 AMP 60 CYCLE POWER ' i-----J ' t--- `� I''4• _______ PIPE SLEEVINC PVC SCH 40, EXPEND MIN. 12' BEYOND EDGE OF PAvtNCs. ALL p Q � to ' I I ' i 1 I I $ HARDSCAPE OVER 6' SHALL BE SLEEVED 2 TINES GREATER THAN PIPE. C) I 11 AVAILABLE BY GENERAL TRACTOR IRRIGATION 1 I 1 ' 1 CONTRACTOR TO MAKE FI L HOOK-UP. FINAL LOCATION ___---a -__--14 __i_ _ 6 -"-"-'•- WIRE SLEEVING PVC SCH 40, EXTEND MIN. 12' BEYOND EDGE OF PAVING. a F-'00 00 --------- E-------------------------- DRIP I ; TO BE APPROVED BY TH ANDSCAPE ARCHITECT. 1 1 1 i 1' J Z 1 ENCLOSURE SHALL BE P ER-COATED AND COLORED 1 1 13/4' 1 ;i1/4' PVC CLASS 200 NON-PRESSURE LATERAL TO DRIP TUBING%, SLEEVE UNDER 0 ?5 'DESERT TAN' PER AGENC REQUIREMENT. I 1 I 1 ALL PAVING AREAS. USE PVC SCH 40 UNDER PAYING, SEE SPECIFICATIONS M �} ' ' 1 I i 1 i ' FOR DEPTH UNDER PAVING%. BURY 12' MIN. BELOW GRADE IN PLANTER AREAS. Q ' ' 1 E---------------------, I , (o A2 12 NOTE: CONTRACTOR SHALL COMPUTE EXACT FLOW BASED UPON FINAL PLANTING. �Z)Q W Q 1 I CONTRACTOR SHALL NOT EXCEED SPECIFIED VALVE CAPACITY IN TERMS Or- MANUFACTURER'S N 0 1 ILL - ----------------------------------------------� ---I 1 �38LR RECOMMENDED FLOW VS. FRICTION LOSS SPECIFICATIONS. IN4. ' A AQUA- ET-65 6 STATION WALL MOUNT CONTROLLER WITH 5-68 OUTDOOR LOCKING CONSERVE CABINET. INSTALL WITH WRT I WIRELESS RAIN/TEMPERATURE SENSOR PER •O m c 1 11 I I I MANUFACTURER'S SPECIFICATIONS. ENCLOSURE TO BE 'DESERT TAN' IN O �-'''' 1 11 1 1 j 1 i 6 to COLOR CONTRACTOR TO MAKE FINAL NOOK-UP. �L Q .m 0 w 2 I I Q VALVE NUMBER ��, � ( - - _ _ __ __ _ __- __ ___ _._ _ _-_ __ --- --- I I 1 ; A2 16 FLOW IN GPM I -- ------ ------ - I i i Q 1' �F3LR FLOW IN GPM 11 I I i Z VALVE SIZE II m I I I < 3/41I I j lil 0 E��I,MD3C�pE� 1 I -------------- 1 (n LLI DRIP EMITTER � 5U55LER SCHEDULE �Eo� .ian� 9�yf I i w 2 11 �I ' � �e / 1 1 LOSS CALCULATIONS: POINT OF CONNEC'rIOw: � 1 ICI it � 1. CONTRACTOR SHALL INSTALL RAINBIRD XB EMITTERS t0 MEET TIC � FOLLOWING SCHEDULE: STATION NO. A2 15 GPM j i I i;i i l ALL LOW WATER USE (020) SHRUBS - (1) XBT-10 (1 GPH EACH) m I 1 PROVIDE 3/4 IRRIGATION WATER METER VERIFY METER PLACEMENT I -J I III •� 1 1 IN FIELD. WATER METER AND BACIGFLOW PREVENTER TO BE III IiI II ALL MODERATE USE (OSO) SHRUBS - (1) XBT-20 (2 GPH EACH) TF OF CIA ' 1 1 3/4' WATER METER 3b0 I i I;l l i % ALL HIGH USE (0.80) SHRUBS - (2) XIST-20 (2 GPW EACH) INSTALLED BY COACHELLA VALLEY WATER DISTRICT. BACKFLOW III __ I,I ll ALL LOW WATER USE (0.20) TREES - (2) RAINBIRD 1401 BUBBLERS 1 1 I i BACI<FLOW PREVENTER 11.00 DEVICE TO BE INSTALLED DIRECTLY BEHIND METER AT CURB. 1 i I cv i'i i i ALL MODERATE USE (0") TREES - (2) RAINBIRD 1402 BUBBLERS ' I 1 MAINLINE (40 LF) 0b0 1 1 1 \ 'i I I I I I STATIC WATER PRESSURE 10 PSI I I - I I I I ALL HIGH USE (OM) TREES - (2) RAINBIRD 1404 BUBBLERS 1 LATERALS 3.00 III (V I,1 11 1 1 1 I DESIGN PRESSURE 60 PSI III 11 11 FITTINGS 040 I I ICI II 1 MAXIMUM FLOW 16 GPM III I I I l 2. THE NUMBER OF EMITTERS INDICATED ON THESE PLANS ARE APPROXIMATE 1 1 i 1 PRESSURE REQUIRED AT HEAP 25.00 1 i i i'i i i - AND SHOULD BE VERIFIED IN THE FIELD BASED ON PLANTING INSTALLATION. 1 i 1 ELEVATION GAIN 0.00 CONTRACTOR SHALL VERIFY STATIC WATER PRESSURE IN FIELD AND 1 i i I'i i i CONTRACTOR SHALL REFER TO PLANTING PLAN AND DETERMINE EXACT ' I i REMOTE CONTROL VALVE 2.10 TO NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCY. FAILURE I l i I I l NUMBER OF EMITTERS REQUIRED BASED ON EMITTER SCHEDULE ABOVE. 1 j i 3.00 TO DO SO MAY RESULT IN CHANGES TO THE IRRIGATION SYSTEM AT I 1 I'I II I � NO ADDITIONAL COSTS TO THE OWNER I I I'I l 1 NOTES l 1 �� TOTAL PRESSURE LOSS 4S30 11 i'ill 1. ALL LATERAL LINE AND MAINLINE INSTALLED UNDER PAVING WIDER THAN 6' TO I II I I I i III I'•4�'i ii BE PROVIDED WITH PIPE SLEEVING (2 TIMES LINE SIZE). 2. LOCATE ALL VALVES IN SHRUB AREA WHERE APPLICABLE. PLAN SHOWN FOR � I I 1 I 3�4 Al '4' CLARITY ONLY. - ---------------------------------------------� ---- - 1 DRIP ILN3. LANDSCAPE CONTRACTOR SHALL PROGRAM CONTROLLER TO OPERATE PROPOSED IRRIGATION SYSTEM BETWEEN S:00 PM AND 6:00 AM r WATER CONSERVATION STATEMENT F 1,-11 IRRIGATION NOTES THE FOLLOWING ARE GUIDELINES TO WHICH THIS PLAN SHALL. ADHERE IN ORDER TO CONSERVE WATER AND GENERALLY CONFORM TO THE REQUIREMENTS OF THE DROUGHT RESPONSIVE 1. ALL MAIN LINE PIPING, NON-PRESSURE PIPING AND CONTROL WIRE SLEEVING SHALL BE INSTALLED IN 10. ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER LANDSCAPE SECTION AND OTHER APPLICABLE CITY AND AGENCY REQUIREMENTS. SEPARATE SLEEVES. MAINLINE SLEEVE SIZE SHALL BE A MINIMUM OF TWICE OX) THE DIAMETER OF THE MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. I. NO TURF SHALL BE USED ON THIS PROJECT. � PIPE TO BE SLEEVED. CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE REQUIRED 11. INSTALL AUTOMATIC DRAIN VALVES AS REQUIRED BY CITY STANDARD AND LOCAL AGENCIES. NUMBER OF WIRES. 2. LOW TO MODERATE DROUGHT TOLERANT PLANTINGS ARE USED. f 2. ALL LATERAL LINE PIPING UNDER PAVING V BALL BE PVC SCH. 40 PIPE AND SHALL BE INSTALLED 12. LOCATE ALL VALVES IN SHRUB AREA, SHOWN FOR CLARITY ONLY. 3. AN AUTOMATIC IRRIGATION CONTROLLER CONNECTED TO A RAIN SENSOR SHALL BE PROVIDED. Q PRIOR TO PAYING. 13. COORDINATE LATERAL PIPE SLEEVING PRIOR TO INSTALLATION OF CONCRETE. V 4. NOTE INDICATING WATERING TIMES BETWEEN 9:00 PM AND 6:00 AM INDICATED ON PLANS. 3. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARCsER SIZES MAY BE APPROVED. ALL DAMAGES 14. REFER TO CIVIL ENGINEER PLANS FOR GRADING, ANY DRAINAGE STRUCTURES AND METERS. Y COORDINATE LOCATION OF IRRIGATION EQUIPMENT WITH CIVIL ENGINEER INFORMATION. 5. DIFFERENT PLANTING HYOROZONES SHALL BE IRRIGATED ON SEPARATE VALVES BASED ON W AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF SAID REJECTION. SOLAR ORIENTATION, SLOPE GRADIENTS AND WATERING REQUIREMENTS. W 4. FINAL LOCATION OF THE AUTOMATIC CONTROLLER SHALL BE APPROVED BY OWNER'S AUTHORIZED 15. REFER t0 SPECIFICATIONS FOR STANDARDS OF MATERIALS AND WORKMANSHIP. 6. LANDSCAPING SHALL BE SERVICED BY SEPARATE WATER METER Q REPRESENTATIVE. ■ 5. 120 VAC ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE PROVIDED BY GENERAL •� CONTRACTOR THE IRRIGATION CONTRACTOR SHALL MAKE THE FINAL CONNECTION FROM THE N b ELECTRICAL SOURCE TO THE CONTROLLER o DATE: 6. THEINK IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR IRRIGATION PLAN . �.-..� 12-8-05 OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. SCALE: I/e" = I'-O" DRAWN BY: 1. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR BL o DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. 30B NO. THE CONTRACTOR SHALL LOCATE ALL VALVES IN SHRUB AREAS. N�fVa V `x S. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE These plans have been reviewed* by the Coachella Valley Water District in SM.: DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES. THE IRRIGATION accordance with water Code Title 7, Division 1, Chapter 3, Article 10.8, 1/8" = 1'-0" o y Section 65597 et seq. requiring efficient landscape and irrigation design in �N CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK. HE SHALL COORDINATE cooperation with the local governing agency (City or County). � N HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND *Approval of this drawing by CVWD Staff does not constitute approval to SHEET NO - LATERALS THROUGH WALLS, UNDER ROADWAYS AND PAYING, ETC. encroach into district and USSR Rights-of-Way. Trees, plants, walls and F ' + � permanent structures of any kind may not be planted or installed in = S. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN REFER TO SHEET L-2 FOR IRRIGATION DETAILS. CVWD and USSR easements or right-of-way without first obtaining an �o���� o encroachment permit from CVWD. g THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA REFER TO SHEET L-5 FOR IRRIGATION SPECIFICATIONS, H DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED AREA DIMENSIONS EXIST THAT MIGHT NOT REFER TO SHEET L-9 FOR CITY OF PALM DESERT Date C. ! -.2HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE Water Management Supervisor , /� BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS WATER CALCULATIONS. NOTIFICATION 18 NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY F Development Services Supervisor OR ANY REVISIONS NECESSARY. C-E K 1D SHEETS H i� L RKS DEPAR, F PALM DESEi- 2 REVISIONS BY. /_1 11 I 8 - 0 10 r o N 9 r 2 G 0o c{J O�`b° o �00 aD ® 3 LEGEND 4 I. FINAL GRADE 3 2. SLEEVE (IF REQUIRED) 5 LEGEND 66 13 18 14 15 IS 16 6 3 3. LATERAL LINE 5 4MON 4. MAINLINE OR SLEEVE a0 I. PVC SCH. 80 NIPPLE 10• PVC, 40 ELL. 5. CONTROL WIRE 00:2 v) M (CLOSE) 11. PVC SOW. 80 NIPPLE (2' LENGTH) N W) `� N 6 MIN 5 .� ._ a0 00 r7 2. VALVE BOX WITH COVER: AND PVC SCH. 40 ELL. NOTE: 24-INCH SIZE WITH BRANDING 12. PVC SCH 40 TEE OR ELL. j j J J J 13. BRICK (I OF 4). 1. ALL PLASTIC PIPlh* TO BE SNAKED S. SEE IRRIGATION SPECIFICATIONS 3. PVC SCH. 40 MALE ADAPTER IN TRENCHES FOR BACKFILL AND COMPACTION LEGEND d N o p 4. WATER PROOF 14. 3' MIN. DEPTH OF 3/4' WASHED GR�4VEL REQUIREMENTS U , 3 CONNECTION (1 OF 2) 15. PVC MAINLINE. 2. BUNDLE AND TAPE WIRING AT 10' I. WALL MOUNT CONTROLLER - REFER 4. 3' DIA. CONDUIT FOR CONTROL LEGEND 5. 30' LINEAR LENGTH OF 16. PRESSURE REGULATOR, REFER TO INTERVALS 6. PIPE DEPTH FOR 2112' DIA. AND TO PLAN FOR SIZE AND LOCATION. WIRES LARGER SHALL BE 24 INSTALL PER MANUFACTURER'S I. FINAL GRADE 4. 1/2' THREADED BASE WIRE - COILED. LEGEND. 3. TIE A LOOSE 20' LOOP IN WIRING RECOMMENDATIONS 5. 120 V.A.C. CONDUIT W 2. EMITTER TO BE INSTALLED 6. PVC SCI-I. S0 UNION. 11. BALL VALVE, REFER TO LEGEND. AT CHANGE OF DIRECTION GREATER I. PIPE DEPTH FOR 2' DIA. AND 2. VANDAL-RESISTANT ENCLOSURE 2 0� 5. PVC SCHEDULE 40 TEE THAN 300. UNTIE ALL LOOPS AFTER SMALLER SHALL BE 18' (REFER TO LEGEND FOR MODEL �`� N 3' ABOVE FINISH GRADE BURIED MIN. 12, BELOW GRADE I. FINAL GRADE/TOP OF MULCH. 18. Y STRAINER REFER TO LEGEND. ALL CONNECTIONS HAVE BEEN MADE NO.) NOTE: 1. ALL UARES TO BE INSTALLED Q N N S. PVC SCH. 40 COUPLING. 1S. CONTROL VALVE, REFER TO LEGEND. S. PIPE DEPTH FOR NON-PRESSURE PER LOCAL GODS- p rn N K) 3. 18' POLYETHYLENE RISER 3. 120 VOLT ON-OFF SWITCH S. PVC SCI-1. 80 NIPPLE 4. INSTALL ALL CONTROL WIRE ON THE LATERAL LINES SHALL BE 12' 2. CONTRACTOR TO PROVIDE O (LENGTH AS REQUIRED). UNDERSIDE OF L THE MAIN LINE PIPE VANDA -PROOF ENCLOSURE � U 1 a �o00 D R I F EMITTER NTs G DRIP VAL.YE A55EM5L Y NTs D TRENCH INCH NTs AUTOMATIC:C CONTRaL L E R NTs W o * * ❑ � 2 1 �SQ -' '` NtnO � � _N 3 Z N r . _ ❑ ro 2 3 4 8 2 = _ m0c a 2 1 (2) PER TREE 3 W -1 I I III- ` ° " La x ❑ III - - N o � oi � 5 _ _ .. =Q J Q o ❑ I I I=1 LOU` W_W 3 -III = 3 11 _1::::1:_ _ , III o w �C _III-III_ �ncsc Q �E% APE�� 2 1 LU VARIES SEE PLAN =III N (�1= �00+6.�00,� lU SHALLOW (1) - ® . 6 5 0) -O M1 w SECTION PLAN VIEW 6' =1 ( o LEGEND � I I I I ( 1=1 I } I. WARDSCAPE SURFACE. NOTES: _ rF OF CA��F��-�- I 1=1 I I= LEGEND 2. CLEAN BACKFILL AS REQUIRED, ALL SLEEVES TO BE PVC. SCH. W AND TWO AND ONE 4 III- III III-I TO BE SET IN 6' LIFTS. REFER TO HALF (21/2) TIMES THE DIA. OF THE WORKING PIPE. LEGEND 1. PRESSURE COMPENSATING DRIP EMITTER NOTE: LEGEND SPECIFICATIONS FOR SPECIFIC REFER TO DRIP EMITTER SCHEDULE FOR REFER TO IRRIGATION LEGEND FOR MATERIAL AND COMPACTION ALL SLEEVES TO RUN A MIN. OF 12' BEYOND HARDSCAPE 1. FINAL GRADE 1. PVC MALE ADAPTOR (2 QUANTITY PER PLANT MANUFACTURER AND MODEL OF EMITTER 1. BUBBLER HEAD PER LEGEND. 4. FINAL GRADE. REQUIREMENTS. EDGES. 2. PLASTIC TAN VALVE BOX WITH REQUIRED) OUTLETS, FLUSH VALVES, ETC. INSTALL ON 1/2, PVC SCH 80 RISER 5. NATIVE SOIL BACKFILL MIX 3. GLEAN SAND. CLEAN BACKFILL MAY BE SUBSTITUTED FOR SAND LOCKING LID MARKED 'B.V.' 2. AUTOMATIC FLUSHING END GAP 2. CLASS 200 PVC LATERAL t0 UNDER WALKS AND DRIVES. 3. BALL VALVE 6. ROOT BALL. 4.• PRESSURE MAIN LINE WITH SLEEVE. 3• LATERAL LINE-BURIED A MINIMUM OF PLACE EMITTER OUTSIDE OF ROOT BALL. BUBBLER HEAD. 4. ONE CU51C FT, OF 34' CRUSHED NOTE: INSTALL TAN VALVE BOX SUCH THAT (DO NOT DISTURB ROOTBALL). 1. UNDISTURBED NATIVE SOIL. 5. LATERAL LINE WITH SLEEVE. ROCK 12' BELOW GRADE 3. CLASS 200 LATERAL FROM VALVE. S. DECOMPOSED GRANITE S. PVC MAIN I T14E TOP ABOVE FINISH THE GRAD COVER IS 2 4. REMOTE CONTROL VALVE 6. COGROUND NTROL WIRES OR COMPUTER L COVER AREAS AND FLUSH WITH HARDWARE WIRE SLEEVE. 6. T.O.E. NIPPLE CONCRETE AND TURF AREAS K EMITTER OUTL.E T L A`I'OUT NTs H _ 1��3 LER TREES NTs E SLEEVINC NTs B FULL PORT 5ALL VALVE NTs ESTIMATED WATER C.MSU 1PTION CALCULATIONS 2 1 z • MAAWA• (ETo) x (0b0) x (LA) x (0b2) / (14.8) WATERPROOF WIRE CONNECTOR - + : = 66.82 x (0b0) x (4,8W) x (0b2) / (148) O SCOTCH SEAL, GEL-TITS, SNAP-TITS MAAWA= 16250 CCF 3 3" TYP. ALL SIDES OR PEN-TITS. INSTALL PER E8tMIATW ANMLA . ,4PPLIED w�a►n" Un El11=1 11=1 I 111=1 11=1 3 MANUFACTURER'S REMENDATIONS 00 ° o N EAAWU= (ETo) x (PF) x (LA) x (b2)/ (148) / OE) / .80 = CCF 1=1 III- 00 00 00 00 LOW VOLTAGE WIRING U =1 _ LOW TREES - BUBBLERS ZZ 4 ~ LLj =(66.82) x (20) x (225) x lb2) / 148 / 90 =III=III=1 I 1 I II I 0 TAN PLASTIC VALVE BOX WITH UNIOTWIST OIR CRIMP WIRE CONNECTOR- MODERATE = Q = 2:11 CCF :I I I=I I I- ,,. ..-III= LOCKING COVER MARKED 'RCV' © PVC, INSTALL PER MA PACTURER'S O TREES - BUBBLERS .':;...:: = 2 �z• IN TURF AREAS, 1• IN SHRUB ® PYC SCH 40 FEMALE ADAPTER RECOMMENDATIONS -� _ I III - =166.82) x l50) x 1300) x lb2) / 148 / 90 =III=III- •: ' -III= O AREAS. @9 PVC NON-PRESSURE PIPE. = 923 CCF =1 ( I=III= -III--III CONTRACTOR SHALL SUBMIT TO THE _ _ 3 PVC SCH 80 NIPPLE(LENGTH LOW SHRUBS AND GROUNDCOVER - DRIP III-III-I I I III ENGINEER FOR APPROVAL, PRIOR TO AS REQUIRED). 5 PURCHASE, TYPE OF WATERPROOF O PYC SCH 40 TEE (SxSxS) DATE: =166.82) x (20) x (1,862) x (b2) / 148 / 90 CONNECTION THAT WILL BE USED. OR ELL (SXS) ON MAINLINE. 12-8-05 E' 22.S2 CCF ® PROVIDE TWO FOOT COIL EXPANSION © CRUSHED ROCK SHALL COVER VALVE C WIRE CONNECTIONS NTS DRAWN BY: b LOW/MODERATE SHRUBS AND GROUNDCOVER - DRIP AT "� =16682) x l35) x (486) x (b2) / 148 / 90 LEGEND EACH WIRE CONNECTOR IN VALVE BOX PIPE OPENINGS TO PREVENT _ BOX AND COIL WIRES SOIL ENTRY 9 BL JOB NO.: 10.41 CCF © REMOTE CONTROL VALVE. © PYC PRESSURE PIPE. 1. 10, ROUND TAN PLASTIC VALVE BOX. TOP © SOLENOID. MODERATE SHRUBS AND CoROUNDCOVER - DRIP OF BOX TO BE EVEN WITH ® FINAL GRADE SCALE. FINISH GRADE. NOTE: These plans have been reviewed* by the Coachella Valley Water District in j/g■ = !I-On N =(66.8Z) x (.50) x 12,011) x (b2) / 14$ / 90 , accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, USE CLASS-315 PVC PIPE AND SCW 80 PVC FITTINGS FOR SIZE 2 N k -.�- 2. FINAL GRADE. Section 65597 et se requiring efficient landscape 6206 CCF AND GREATER USE SCH 40 PVC PIPE AND FITTINGS FOR SIZE cooperation q' q g and irrigation design in 3. l/ I� p ation with the local governing agency (City or County). s DRIP TUBING s OR LESS. *Approval of this drawing by CVWD Staff does not constitute approval to .TOTAL EAAWU- 101.45 CCF encroach into district and USBR Rights-of-Way. Trees, plants, walls and 4. SELF FLUSHING END CAP PROVIDE ONE CONTROLLER/VALVE ID TAG PER VALVE. ID TAGS permanent structures of any kind may not be planted or installed in 0 0 SHALL BE POLYURETHANE 21/4' X 23/4' MIN. WITH I/&' BLACK CVWD and USBR easements or right-of-way without first obtaining an o TOTAL E � MUD) M ���� CCR� 5. 3/4, CRUSHED GRAVEL SUMP - 2 CU. FT. PER LETTER ON CONTRASTING B encroachment permit from CVWD. BOX CLOSE NIPPLES SHALL NOT BE USED z Date I /� '� Water Management Supervisor Z I SELF FLUSHING LATERAL LINE CAS' NTS F CONTROL V .� L� NTS Development Services Supervisor OF /O SHEETS E REVISIONS BY. •-�-�- City of Palm Desert 0 Plantllrri ation ft stem Type:- Zone Irr. Eff. Area Seasonal Plant Factor: S ra /Bub/Drip 2 0.9 62.903 6 Low Tree - 'Water Calculation Chart Season Zonal Eto Plant Area Conversion Factors Estimated Value Factor sq.ft. 0.62 748 Irri.Eff. Water Use Spring 14.72 .2 62.90323 o.62 748 0.9 0.1 Summer 40.75 0.2 62.90323 0.62 748 0.9 0.47 Fall-Winter 11.35 0.2 62.90323 6.62 1 748 0.9 0.13 Maximum Water" Allowance TOTAL o.77 Input Zone Plant/irrigation System Type: Zone Irr. Eff, Area seasonal Plant Factor: S ra Bub/Drip 2 0.9 0.000 7 Low/ Mod Tree Season Zonal Eto Plant Area Conversion Factors Estimated Square Footage Calculations Value Factor samossomwoomq.ft. 0.62 748 Ird. Eff. Water Use V- Q1 to N Spring 14.72 0.35 0 0.62 748 0.9 N 00 W) 00 Tree & Shrub Square foot 5,8550 Summer 40.75 0.35 0 0.62 748 0.9 0 Fail Winter 11.35 0.35 0 0.62 748 0.9 'v J Turf Square foot J J J J Total Square foot Cobble/Boulder 0 TOTAL a 0.00 Total Waterfeature Square footage 0 Total Landscape Square foot 5,850 Plantlirri ation System Type., Zone Irr. Eff. Area Seasonal Plant Factor: S ra /Bub/Drip 2 0.9 83.871 8 Mod Tree W Zone No. Eto Water Adj. Total Conversion Factors Total Season Zonal Eto Plant Area Conversion Factors Estimated Z Factor Sq. ft. 0.62 748 MWA Value Factor sq.ft. 0.62 748 Irri.Eff. Water Use N 1 mumm 57.01 0.5 0 0.62 748 0 Spring 14.72 0.5 83.87097 0.62 74smom womm� .9 0.57 Q to 2 66.82 0.5 5850 0.62 748 162.0028 Summer 40.75 0.5 83-87097 o.62 748 0.9 1.57 O °' coo goommommo�3a 75 0.5 0 0.62 748 0 Fag Winter 11.35 0.5 83.87097 0.62 748 0.9 0.44 Q U 3b 88 0.5 0 0.62 748 0 TOTAL 2- a j-00 ao 4 93.91 0.51 01 0.62 748 0 W ? � '* Plant4rdpation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: o W)a M Sp ray/Bub/Drip 2 0.9 0.000 9 Mod/High Tree Q a, rn Total Number of plants 1 279 Season Zonal Eto Plant Area Conversion Factors Estimated to j Q J Q Number of rants b water use % of Total Lance Square F,optage Value Factor smomq.ft. 0.62 748 Ird.Eff. Water use N cn o 1 Low 121 0.434 2537.097 SIB 14.72 0.65 0 0.62 748 0.9 co 2 Low/Mod 45 0.161 943.548 Summer 40.75 0.65 0 0.62 748 0.9 Q) 3 Mod 97 0.348 2033.871 Fall Winter 11.35 0.65 01 0.62 748 0.9 ♦'' 4 Mod/ Hi 0 0.000 0.000 TOTAL 0•00 �'� m m 5 High 0 0.000 0.000 .O O ai .-�-�' � 6 Low Trees 3 0.011 62.903 PlantBrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: U) c 7 Low/Mod Trees 0 0.000 0.000 .�SP Bub/Drip 2 0.9 188.710 10 High Tree 8 Mod Trees 4 0.014 83.871 Season Zonal Eto Plant Area Conversion Factors Estimated 9 Mod/Hi Tree 0 0.000 0.000 Value Factor sq.ft. 0.62 748 Ird.Eff. Water Use 10 High Trees 9 0.032 188.710 Spring 14.72 0.8 188.7097 0.62 748 0.9 2.05 Total 279 Summer 40.75 0.8 188.7097 o.62 748 0.9 5.67 o\.kADS 4P Fall Winter 11.35 0.8 188.7097 o.62 748 0.9 1.58 6 Oo,�ja�cy� TOTAL Sam9.29 Total Tree And Shrub 126.78 4P Plantlirrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: l ��P S ra Bub/Drip 2 0.9 2537 1 Low Shrub Plantllrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: rF of ca��E Season Zonal Eto Plant Area Conversion factors Estimated S ra /Bub/Drip 2 0.75 0 11 Turf Value Factor .ft. 0.62 748 Irri. Eff. Water Use Season Zonal Etc) Plant Area Conversion Factors Estimated 2537.097 o.62 748 0.9 6.88 Value Factor sq.ft. 0.62 748 Ird..Eff. Water Use Spring 14.72 0.2 Summer 40.75 0.2 2537.097 o.62 748 0.9 19.04 Spring 14.72 0.76 0 0.62 748 0.75 Fall winter 11.35 0.2 2537.097 0.62 748 0.9 5.30 Summer 40.75 0.6 0 0.62 748 0.75 TOTAL 31.23 Fall Winter 11.35 0.76 0 0.62 748 0.75 wommenow�Mumma Wall TOTAL 0.00 Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Sp ray/Bub/Drip 2 0.9 943.548 2 Low/Mod Shrub Total Turf 0.00 Season Zonal Eta Plant Area Conversion Factors Estimated Value Factor sq.ft. 0.62 748 Irri.Eff. Water use Plant/irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Spring 14.72 0.35 943.5484 0.62 748 0.9 4.48 Waterfeature 2 1 TRUE 12 Moving Summer 40.75 0.35 943.5484 o.62 74s 0.9 12.39 Season Zonal Eto Plant Area Conversion Factors Estimated Fag Winter 11.35 0.35 943.5484 0.62 748 0.9 3.45 Value Factor sq.ft. 0.62 748 irri.Eff. Water Use TOTAL 20.32 Spring 14.72 1.2 0 0.62 748 1 0.00 Summer 40.75 1.2 0 0.62 748 1 0.00 Fall Winter 11.35 1.2 0 0.62 748 1 0.00 Plant/irrigation S stem Type: Zone Irr. Eff. Area Seasonal Plant Factor: TOTAL 0.00 _ 2 2033.871 3 Mod Spray/Bub/Drip Season Zonal Eto Plant Area Conversion Factors Estimated Total Waterfeature 0.00 Value Factor sq,ft. 0.62 748 Ird.Eff. Water Use s �J F- O spring 14.72 0.5 2033.871 0.62 748 0.9 13.79 Total Estimated Water Use 126.78 ry Summer 40.75 0.5 2033.871 0.62 748 0.9 38.17 Z a- Fall Winter 11.35 0.5 2033.871 0.62 748 0.9 10.63 _ ,, �- < TOTAL 62.58 ,��=�= v Plant/Irrigation System T e: Zone Iff. Eff, Area Seasonal Plant Factor: Q W S ra /Bub/Dri 2 0.9 0.000 4 Mod/Hi h Season Zonal Eto Plant Area Conversion Factors Estimated =_ W/ 0Al Value Factor sq.ft. 0.62 748 Ird.Eff. Water Use WEalum spring 14.72 0.65 0 0.62 748 0.9 1` f-1 f--F•--1 U ti b E on Summer 40.75 0.65 0 0.62 746 0.9 s Fag Winter 11.35 0.65 0 0.62 1 748 1 0.9 DATE TOTAL 0.00 12-8-05 �ua�30now. DRAWN BY: BL `moo= JOB N0. d Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: ON S ra /BublDri 2 0.9 0.000 5 Hi h These plans have been reviewed• by the Coachella Valley Water District in 1/81 - 11-0■accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8. Season Zonal Et0 Plant Area Estimated, Section 65597 et seq. requiring efficient landscape and irrigation design in -2� � -b�� a, Value Factor Sq.ft. 0.62 74$ Irri.Eff, Water Use cooperation with the local governing agency (City or County). PM*Approval of this drawing by CVWD Staff does not constitute approval to "_�_ 00 Spring 14.72 0.8 0 0.62 748 Q.9 encroach into district and USSR Rights-of-Way. Trees, plants, walls and Z permanent structures of any kind may not be planted or installed in .e o U Summer 40.75 0.8 0 0.62 748 0.9 CVWD and USER easements or right-of-way without first obtaining an o W U.�,.i>+.•� Fall Winter 11.35 0.8 0 0.62 748 0.9 encroachment permit from CVWD. TOTAL 0.00 Date 8 -4 Water Management Supervisor Z 63 aC C Development Services Supervisor N OF /0 SHEETS x E CABRI LLO AVENUE 40'-0" REVISIONS BY. 09 PLANTING NOTES Aspo l- BL VISIBILITY VISIBILITY AN261 TRIANGL RIANGLE A GOND�ITIONS�AND PLAN 15 TO �IEW QUANTITIES PR OR TOIFY E 07 � PROP. LINE SIDEWALK INSTALLATION. CONFLICTS BETWEEN THE SITE AND THESE i PLANS OR WITHIN THESE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED O SETBACK REPRESENTATIVE PRIOR TO LANDSCAPE INSTALLATION. ANY DEVIATION FROM THE PLANS OR SPECIFICATIONS IS DIG \ o o �o� ® UA TO HAVE WRITTEN APPROVAL. ° ° 11� DG L B. ALL TREES SHALL HAVE A MINIMUM 1-1/2' CALIPER AT A ---- --- a POINT 6 INCHES ABOVE ROOT BALL. ALL OTHER L O MEASUREMENTS SUCH AS NUMBER OF CANES, BALL SIZES, ° ° ° L L O QUALITY DESIGNATIONS, ETC. SHALL BE IN ACCORDANCE I o o o 0 O o co L I WITH THE LATEST EDITION OF "HORTICULTURAL STANDARDS o ® O OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC:' 00DG PATH W I TH ACCENT : ® C. MATERIAL PLAGCHITECT SHALL EMENT BY APPROVE CONTRACTOR PRIOR TO COLOR AND EDGING �.: . ® �- INSTALLATION OF ANY PLANT MATERIALS. co - -- - - -- __- --_ . .. .. • ,. ' •:• �' '•• ' D. DETAILS FOR PLANTING AND STAKING � •- . .. SEE PLANTING 00 INSTALLATION. N 00 00 0 L E. FERTILIZER FOR ALL GROUND COVER AREAS SHALL BE J .v ® O ; .AS SPECIFIED WITHIN THE SPECIFICATIONS •• JJJ J ° F. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTED AREAS BY MEANS OF CONTINUOUS WATERING, PRUNING, RAISING TREE BALLS WHICH SETTLE BELOW O O ; GRADE, APPLICATION OF SPRAYS WHICH ARE NECESSARY TO KEEP THE PLANTINGS FREE OF INSECTS j AND DISEASES, FERTILIZING, WEEDING, ROLLING, MOWING, O EDGING, RESEEDING, AND/OR OTHER OPERATIONS > N NECESSARY FOR PROPER CARE AND UPKEEP. THE co LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL Q rn N CN OFFICE SHOP ; PLANTINGS AS SPECIFIED ABOVE FOR A PERIOD OF O CO CO ' NINETY (90) DAYS. Q U to Lo L or , G. REFER TO SPECIFICATIONS FOR STANDARDS OF CL �.z oc) 00 LA MATERIALS AND WORKMANSHIP. OZ TRASH A I H. FINISH GRADE TO BE 2" BELOW TOP OF CURB OR WALK 0 W)a L DG L 0 ; FOR GROUND COVER AREAS. o W Q rn I. CONTRACTOR TO INCLUDE IN HIS BID THE REPAIR OF ANY Q W Q ' �' AND ALL DAMAGE RESULTING FROM INSTALLATION OF N 0 Q � W UTILITIES. REPAIR TO INCLUDE ALL DAMAGED IRRIGATION Q AND PLANTING ITEMS. CONNECT TO EXISTING CONDITIONS. - - - O J. ALL PLANTING AND IRRIGATION ON THIS PROJECT SHALL � m 3 � 1 Q ; PALM DESERT LANDSCAPE STANDARDS. ._ � 1- 1 Q Al . ALL TREES TO HAVE LO BRANCHES STILL INTACT. '� v � 4) D A TREES WITH RAISED CANOPIES WILL BE REJECTED. o s C) ' Al0 < L. SEE LANDSCAPE SPECIFICATIONS SHEET FOR ADDITIONAL O o l c D6 Q INFORMATION REGARDING THE LANDSCAPE INSPECTION SCHEDULE. =Q J Q o c L DG < SYMBOL ESCR I PT I ON �E � � ���°e� �DF arc�• L 'STABILIZED SOUTHWEST BROWN" DECOMPOSED GRANITE BY SOUTHWEST RAISED COLORED CONCRETE I U ., I NDI O, GA 760-451-5555. DESIGNATED WALK AREAS TO BE L PLATFORM (+ 18") WITH TOP DRESSED WITH 1/2" SCREENED DG @ 2" MINIMUM THICKNESS - FLAGPOLES (5) Q (APPROX. 275 S.F. TOTAL) qp r�rF of ; PARKING "DESERT GOLD" COMPOSED GRANITE BY SOUTHWEST BOULDER t GA 760-451-5353. ALL SHRUB AREAS TO BE TOP I DRESSED WITH 5/8" MINUS DG WITH 11% FINES WETTED t ROLLED TO 2" MI t ( nRns ) DEPTH. (APPROX. 5,575 S.F. TOTAL) i ' co DG O O O O0 0 (D © ' ® 2 \JA2 PLANT I NG LEGEND SYMBOL BOTANICAL CAL NAME COMMON NAME SIZE QTY. REMARKS WATER NUMBER SYMBOL BOTANICAL NAME COMMON NAME SIZE QTY. REMARKS WATER NUMBER TREES NEEDS _ SHRUBS TREES NEEDS GAESALPINIA RED BIRD OF 15 GAL 7 SPACING MODERATE 0.5 PULCHERRIMA PARADISE 8' O.G. a 9 9 LL O 9'y a lr DALEA FRUTESCENS BLACK DALEA 5 GAL 12 6' O.0. MODERATE SIERRA NEGRA' 0.5 SITE Q 9 -, �L ry - _ PARKINSONIA X DESERT MUSEUM 24" BOX 3 SINGLE LOW 0.2 ALES NDRO DRIV DASYLIRION WHEELERII GREEN DESERT 5 GAL 12 5 O.G. LOW 0.2 SPOON Q 'DESERT MUSEUM' PALO VERDE v HESPERALOE PARVIFLORA RED YUCCA 5 GAL 35 AS SHOWN MODERATE 0.5 PALM DESERT DR. L LEUCOPHY STATE HWY. 111 111 W LLUM GHI HUAHUAN 5 GAL 25 AS SHOWN LOW/MOD 0.5 CITY OF Z 2 LAEVIGATUM SAGE z _ PALM DESERT WASHINGTONIA HYBRID HYBRID FAN PALM 12' BTH 9 MATCHING HIGH0 VICINITY MAP aA 0.7 AGAVE PARRYI PARRY'S AGAVE 5 GAL 12 3'-0" FROM LOW 0.2 0 -' Q HEIGHTS CURB BACK NO SCALE r SKINNED � moo O ACACIA REDOLENS TM DESERT CARPET I GAL 8 10'-O" O.G. LOW 0.2 DESERT CARPET Al DATE: H 12-8-05 LEUCOPHYLLUM SAGE 5 GAL 20 5'-0" O.G. LOW/MOD 0.5 z DPAWN BY DALBERGI A SI SSOO ROSEWOOD 36" BOX I SINGLE MODERATE 0.5 CANDI DUM LANDSCAPE CALCULATIONS BL cn N 3 VINES TOTAL TURF AREA O 50. FT. _ JOB �' TOTAL SHRUB AREA 54W 50. FT. 01 v BOUGAINVILLEA BOUGAINVILLEA 15 GAL 13 REMOVE FROM MODERATE 0.5 TOTAL LANDSCAPE AREA 5,850 SQ. FT. SCALE. �' 5� STAKE ANDcn ATTACH TO 1 8' _ I-0" o 'BARBARA KARST' cn _ O PI STAGI A GHI NENSI S GHI NESE PI STAGHE 24" BOX 3 SINGLE MODERATE 0.5 © COLUMN. DRAPE GROUNDGOVERS OVER WALL H . U PLANTI NG PLAN Z oo LANTANA CAMARA 6-O O.G. MODERATE 0.5 i 0 � � NEW GOLD TRAILING I GAL 30 SCALE: i�8. = i,_o„ N z A NEW GOLD LANTANA Al ABLY SPACED g _� ® CHRYSACTINIA MEXICANA DAMIANITA I GAL 89 2'-0" O.G. LOW 0.2 TRIANGULAR s OF IO SHEETS H REVISIONS By• n,Y REV 6" 2 I 2 4 I 3 6 2 II II III 7 III II a a III III . . . III to III .° ' III III 4 C4 00 °° " . .' • . III 5 5 � q � � � III — JJ _1 a 8 UQ3 � 71 TWICE ROOTBALL TWICE ROOTBALL DIAMETER j rj DIAMETER W N LEGEND: LEGENDCb qc co O LEGEND: 1. TREE - CENTER IN PIT. I. SHRUB - CENTER IN PIT. C) I. CONCRETE MOWST12 P WITH LIGHT BROOM FINISH ON 2. TREE STAKES ONLY IF NEEDED, PER SPECIFICATIONS (2 2. 2" DEEP WATERING BASH a ALL EXPOSED SURFACES `t `t Z'* * PER TREE), KEEP CLEAR OF ROOTBALL. SET STAKES o 61 1 2. u3 REBAR, CENTERED, CONTINUOUS 3. FINISH GRADE PARALLEL TO PREVAILING WINDS. 3. V2' TOOLED RADIUS 3. 2" WATER BASIN 4. AMMENDED BACKFILL BASED UPON SOIL REPORT co RECOMMENDATIONS N(n o o u 4. FINISH GRADE 4. FINISH GRADE 5. COMPACTED SUBG12ADE PER SOIL ENGINEER'S REPORT 5. AMMENDED BACKFILL - BASED UPON SOIL REPORT 5. NATIVE UNDISTURBED 50L Q) RECOMMENDATIONS -� 6. TOP OF ROOT CROWN TO BE AT FINAL GRADE 0.a a� o, 6. CINCH TREE TIES, OR EQUAL SLOPE FOR DRAINAGE. CO q) m NOTES, 7. SET TOP OF ROOTBALL 2" ABOVE SURROUNDING O cn c v 'o A. INSTALL CONTROL JOINT AT 8'-O" O.C. MAX. SPACING GRADE AND SLOPE FOR DRAINAGE. =Q J Q ° B. INSTALL EXPANSION JOINT AT 20'-0" O.C. MAX. SPACING 8. NATIVE UNDISTURBED SOIL C. PROVIDE 450 MITERED CONTROL JOINT AT 90 CORKERS. Al 0 6.E 0 u gcyr :� OE 6 " CONCRETE MOW CURB CC) TREE PLANTING A SHRUB PLANTING cp ie FOF AS\F� BOTTOM OF PER PLAN FROND PETK) I 3'-0' 3'-0' • 2 6 o _ ~' rr _ 2 N SECTION ., "• II �' II " " . .0 I1 4 � EDGE OF PLANTING AREA O' ry V2 SPACING 5 0 0 0 0 o to 011 Q Q TWICE LLJ DI MEE'TM o zz 0 0 0 0 0 LEGEf�D= 2 LEGEMsO L TRUNK _ SEE PER PLANT LEG5D L EYEBOLTS, 5/6 DIA. EYEBOLTS N LEAD SHADS 0 0 0 0 o 2 PLANTING BED PER SOIL REPORT RECOh v E RATIONS SET NTO VT DRILL HOLES „ r � 2 12 GA. GALVANIZED WRE SECU INE?E V TO WIRE 3. FINISH GRADE SPA ; WITH NU12SMYMA�VS TAPE o b�N 4. uv ED DlsTLae NATIVE SOIL DATE: VIEW � 12-8-05 y 3. WALL o DRAWN BY 5. PALM ROOTBALL N 6. AMB�DED SAND BA PER SOIL REPORT 4. FINISH GRADE NNE BL REC:OWAAENDATIONS LEGEND: r_ 30B 40.: 5. ANGLE PLANT BACK TOWARD WALL AND REMOVE - Z NURSERY STAKE WHLE SECURING VINE TO WIRES I, GROUNDCOVER FROM FLAT, CUTTING, LINER, OR ONE SCALE. 4C 6. REFER TO SHRUB PLANTING DETAIL, THIS SHEET GALLON CONTAINER 22 1/8 � . �� oo FOR PLANTING RESTS. to 2. LAYER OF D.G. MULCH, INSTALLED AFTER PLANTING is�,o•d ,�, (DEPTH PER SPECIFICATIONS) SHEE? NO. -SAE N y Q EE-c Q F AE 3. PLANTING BED PER SPECIFICATIONS o spy U U UD Vf ca Z • 3 D VINE PLANTING B GROUNDCOVER La F PALM PLANTING E OF 10 SETS REVISIONS BY. CONSTRUCTION SPECIFICATIONS 1 , y RE„ 15L GENERAL CONSTRUCTION NOTES Q 1. SCOPE: 9. FOUNDATION F. Maximum permissible water-cement ratios for concrete shall conform to A. All existing fill soil and disturbed natural soils are to be excavated and current U.B.C. Q Provide labor, materials, tools, permits, taxes and all other requirements g G. Concrete shall be cured while in a moist condition for at least the first 7 considered as necessaryto complete planting installation as indicated on the replaced with properly compacted fill. All filling, backfilling, re-compaction, P P 9 � Landscape Improvement Plans therin. The installation shall be complete etc. is to be performed only under the supervision of a Soils Engineer. days after placement. Methods for accelerated curing shall have prior approval in every respect to the satisfaction of the landscape designer and B. All excavations are to be inspected and approved by a Soils Engineer prior to of the Engineer or Owners representative. Owner or the Owner's representative. the placement of any concrete or reinforcing steel. H. The following minimum clear distances between reinforcing steel and face of C. Footings are to be carried a minimum of V-6" into firm undisturbed natural concrete shall be maintained unless noted otherwise. Slabs on grade Center of slab 2. GENERAL CONDITIONS: soils or approved compacted fill. D. Design bearing pressure is 1800 feet psf (continuous footings) with a 33% Concrete below grade, formed 2" A. The landscape contractor shall be licensed or certified by the state of seismic or wind loading. Concrete below grade, unformed (poured against earth) 3" increase for sei California for performance of the type and scope of work shown on F Relatively non expansive fill should be used in backfllling behind walls. All Concrete exposed to weather 1-1/2" F.the plans. I. Pipes may pass through structural concrete in sleeves, but shall not be B. The contractor shall cart all necessaryinsurance to all workers and walls shall be adequately shored during the backfill operation. y o c All excavations, grading, compaction, etc. Shall be performed in accordance embedded therein. Pipes or ducts exceeding 1/3 the slab or wall thickness G. installation crews and others incidental to the work of this job so as to offer with the soils report. shall not be placed in the structural concrete unless specifically detailed by full protection to the Owner and the preparer of this specification and Structural Engineer. associated drawingpackage from an H. The Contractor must verify that the plans have been reviewed by the Soils 9 p g y possible damage, suit, lien, or other " Engineer prior to start of construction. J. Provide 3/4 chamfers at all exposed corners. action directed against, to, or on the Owner's property, agency or agent. K. Refer to architectural drawings for reveals, areas of textured concrete or C. The contractor shall apply for and pay for all necessary construction permits 10. GRADING PLAN NOTES special finishes, items required to be cast into the concrete, curbs and slab DO ^ ^ Cp and fees required by local, state, and federal governing codes and 01 U) 0) municipalities to complete the work. Description: depressions. N * 11) * N D. Local, state, and federal codes, laws, rules and regulations governing or Related requirements: Review the general conditions, which contain information ■- W) relating to any portion of this work are hereby made a part of these plans and requirements that apply to this section. 3. MASONRY Ci ci ci Ci and specifications and shall take precedence over details, specifications, and Work Included: Execute finish grades complete, as shown on plans and as specified. + + J direction delineated herein. A. All masonry shall be reinforced grouted masonry. Grout solid all cells which 'J 'J J J E. The contractor shall maintain a qualified supervisor on the site at all times A. All local building ordinance shall take precedence over the construction scope contain rebar, bolts, etc. Grout solid all cells below grade. Specific p N O 0 -6 during construction through completion of pick-up work. describ herei compressive strength (F.M.) shall be 1500 psi minimum without inspection, U Q 3 F. The design, as indicated on the plans, is diagrammatic. Scaled B. uring rough grading operations and prior to construction of permanent B. Mortar shall be type "S" mixed in the proportion of 1 part Portland Cement dimensions are approximate. Verify all site dimensions prior to proceeding with drainage structures, temporary drainage control shall be provided to avoid to X to 1/4 parts lime putty to 2- 1/4 to 3 times the sum of the cement the work. In the case of discrepancy the actual field conditions shall dictate wash-outs, and damage to construction underway. Q plus lime putty parts of sand. W the most prudent and reasonable method of resolving plan/field discrepancies. C. Deleted C. Grout shall attain a minimum compressive strength of 2000 psi and shall be It is the responsibility of the contractor to point out and document to Owner mixed in proportions of 1 part Portland Cement to 1/10 part lime putty to 2 W � (verbally and in writing) any plan/field discrepancies providing ample time N D. The design Civil Engineer shall exercise sufficient project/site control during � within the construction sequence to allow the Owner to resolve the discrepancy to 3 parts sand to a maximum of 2 parts gravel. Q c0 and recommend a revised course of construction of action to proceed with the grading and construction to insure compliance with the intent of the drawings D. Aggregates for mortar and grout shall be natural sand and rock conforming to M CN r0 j and specifications. p N work. ASTM C-144 (mortar) and C- 404 (grout). (0 (0 G. Reference Documents: E. The Soils Engineer shall exercise sufficient control during grading and 4 Q Cement shall be Portland Cement conforming to ASTM C-150, type I or II,E. Q 1. American Joint Committee on Horticulture Nomenclature. Standardized construction to insure compliance with the local construction techniques and low alkali. � requirements in order to implement the intent of the drawings and o� Plant Names, latest edition. q P g F. All concrete block shall conform to ASTM C-90 grade N-I. Q` E=� � 2. American Association of Nurserymen Inc, American Standard for Nursery specifications. " J Z � F. All underground drainage and utility facilities shall be in lace and inspected G. All reinforcement, bolts, etc. shall have a minimum grout coverage of 3/4 . 6 I Stock, latest edition. 9 9 Y P P lV p l 3. Standard Specifications for Resort and General Public Works Construction. prior to backfill and paving, including but not limited to the following: sewer, H. See the architectural drawings for type of units, laying pattern, and joint Q r,�a 0) 4. Agricultural Code of California. inage, gas, and electrical service details. Unless specifically shown otherwise, all concrete block shall be laid in 5. Cityof Palm Desert Municipal Code running bond. c0 Q P G. Fill and backfill should be compacted to a minimum of 90% of optimum dry c0 1 Z J X 6. UBC density in areas to receive pavement or flagpole improvements including, N�0 7. UPC but not limited to the following: flagpole, seating areas, seat walls. Al 4. STRUCTURAL STEEL H. Proceed only under the direction of the Owner's representative should there be any encountered obstructions, grade differences or discrepancies found on The elevations of surfaces shown on the plan by a spot elevation shall be the site or any discrepancies within the plans from those encountered in the assumed to be located at the decimal point of the spot elevation shown. A. All fabrication and erection shall conform to the latest edition of the AISC field. Immediately bring discrepancies to the attention of the Owner and the I. The grades depicted by spot elevations shown on the plan are relative to one Manual of Steel Construction. '-' L_ c owner's representative. If notification is not provided, the contractor shall another. Under the direction of the Design Engineer, elevations may be B. All welding shall be done by certified welders. All fleld welding shall have 4-:3 O� assume full responsibility for necessary revisions. adjusted in the field to address special site conditions not addressed on the continuous inspection by a registered Deputy Inspector or as required by local ._ 0 o v cn I. The contractor shall note all existing finish grades prior to commencing work. 1,11Ian, building code. L Q co -4, Q Restore finish grades changed during the course of the work to original C. All full penetration groove welds shall be ultrasonically tested (UT) for the :C J Dust: Contractor shall comply with conditions set forth on the PM-10 dust p i c contours or intended contours where indicated on the plans as practical. control. plan for this site. Contact responsible party, Ernie Ramirez, at KLPM, Inc., extent required per the current edition of the Uniform Building Code. J. The contractor shall coordinate installation of planting to avoid conflicts with D. All structural steel shall conform to ASTM A-36. =Q J Q CC)grading, construction, irrigation, utilities, or engineering or architectural 505 South Villa Real, #111, Anaheim Hills, CA 92807, 714-921-1106. E. Anchor bolts and unfinished bolts shall conform to ASTM A-307. features. K. andscape Architect reserves the right to make minor adjustments F. All welding electrodes shall conform to AWE E 70-XX. The contractor shall adhere to the construction procedures required by the necessary and if discrepancies are found. G. All pipe shall conform to ASTM A-53 grade "B" (35 KSI). general public Works Department of the City in all cases. L. Replace and compact all over-cut material to required percent compaction. H. All tube shall conform to ASTM A-500 (46 KSI). K. The instructions to bidders provided herein shall be completed and returned to the Owner's representative with the bid by the contractor and are a part of M. Grade smooth all planting areas after weeding, soil preparation, and soil these bid documents. conditioning has been completed and soil has been thoroughly water 5. REINFORCING STEEL Q \y o�1► A0 lagc f L. Upon award of the contract, the contractor shall immediately locate, order and settled in such a manner that there is no standing water in any planting purchase, or have held, all specified plant material. areas. N. Remove all rock 2' and greater in size on the surface of all planting areas. A. Reinforcing steel shall conform to ASTM A-615. Grade 40 for sized #3 and lit M. The site shall be kept clean and free of excess equipment, materials and Any rocks of these sizes shall be removed from the site. #4 and grade 60 for sizes #5 and larger. Si rubbish incidental to the work during the construction and maintenance period. 0. Provide all grades for natural runoff of water without low spots or pockets. B. Welded wire fabric (mesh) shall conform to the latest revised ASTM A-185. N. The Owner's representative shall have the right to suggest and make minor Accurately set flow line grades at 1-1/2% minimum gradient unless otherwise Smooth wire fabric shall conform to ASTM 185, yield strength 60 KSI. 9l pQ� modification in the design and installation. If additional compensation noted on drawings. C. Welding of reinforcing steel shall conform to AWSD d12-1 using proper low F OF Clk is required to accomplish these changes, a change order shall be prepared by P. Finish grades shall be smooth, even and on a uniform plane with no abrupt hydrogen electrodes. All bars to be welded shall conform to ASTM A-706. the owner to address the change in scope of this contract. changes or surface slope uniformly between given spot elevations. 0. Prior to excavation, notify Underground Service Alert (1-800-422-4133) Y PP D. All bars in masonry shall be lopped a minimum of 40 bar diameters Q. Grades not otherwise indicated shall be uniform levels or slopes between (2'-0" and locate utilities, electric cables, conduits, sprinkler lines, heads, valves, and points where elevations are given, or between points established by walks, paving, min.) at all splices unless noted otherwise. valve control wires so that proper precautions may be taken not to damage curbs or catch basins. E. All bars in concrete shall be lapped a minimum of 36 bar diameters (2'-0" P P P Y g R. All planting areas, including lawn areas, shall be true to grade within 1 inch min.) at all splices unless noted otherwise. such improvements. In the event of a conflict between existing lines and when tested in any direction with a 10 foot straightedge. plant locations, promptly notify the Owner's representative to arrange for S. Finish grades of shrub and groundcover areas shall be 2 inches below top of F. Splices of horizontal rebar in walls and footings shall be staggered 4-0" In relocation of utilities or redesign of improvement plans. adjacent pavement, header, curbs or wall unless otherwise noted on drawings. minimum. Z P. Notify Owners representative in writing of soil or drainage conditions T. Finish grades of turf areas shall be 1 inch below top of adjacent pavement, G. Dowels for walls and columns shall be the some size and spacing as the or wall/column reinforcing unless noted otherwise. encountered during construction which are potentially detrimental. U. Provide an Agronomic Suitability Soils Report, as required 7bythe City. The H. All bending of reinforcing steel shall conform to the latest edition of thecontractorwill be responsible for costs. Uniform Building Code.V. ain ' all nc or s, o er refence . if disturbed S. GENERAL NOTES destroyed, replace as directed. Cost of replacement to be borne by the contractor. I W. A licensed surveyor or Civil Engineer shall be employed to stake out 7. FORM WORK, REMOVAL OF FORMS AND SHORES V A. All construction and workmanship shall conform to the most current Uniform lines and levels where necessary. Building Code. X. Contractor shall make minor adjustments as necessary if discrepancies A. The Contractor shall design all forms and supporting shores in conformance B. These notes shall be used in conjunction with the plans and any discrepancies are found at no extra cost and at the direction of the owner. Bring with ACI 347-78. Design shall include rate and method of placing concrete shall be brought to the attention of the Landscape Architect and the Engineer. all discrepancies found to the attention of the Landscape Architect prior and construction loads, including vertical, horizontal, and impact loads. Forms C. Contractor must check dimensions, framing conditions, and site conditions to proceeding with installation. shall be substantial and sufficiently tight to prevent leakage of mortar and before starting work. The Architect and the Engineer shall be notified properly braced or tied to maintain position and shape. Z immediately of any discrepancies or possible deficiencies. 11. EXCAVATION B. Forms shall be removed in such a manner as not to impair safety and D. Conditions not specifically detailed shall be constructed as specified in typical A. Excavate and remove all materials off the site, to dimensions and serviceability of the structure. All concrete to be exposed by form removal �- details for the respective materials. elevations indicated on drawings and specifications, including sub-grade shall have sufficient strength not to be damaged thereby. The ACI Committee Z E. The drawings and specifications represent the finished structure. All bracing, as necessary without additional cost the the owner. 347 suggests the following minimum time forms and supports should remain in temporary supports, shoring, etc. is the sole responsibility of the Contractor. place under ordinary conditions as applies to this project: -A B. Concrete may be poured against vertical excavated surfaces provided Walls and exposed vertical surfaces 12 hours Observation visits to the job site by the Landscape Architect and the Engineer P do not include inspection of construction procedures. The Contractor is solely the material will stand without caving, and provided that minimum C. Reshore until 28 days after placement, and for full duration where responsible for all construction methods and for safety conditions at the work reinforcing are taken to prevent raveling of top edges. construction loads exceed specified service loads. Reshore shall conform to O site. These visits shall not be construed a ACI 347-78. s continuous and detailed C. Pour excavated width of concrete section as shown on drawings. z \Z Inspections. Excavation for formed concrete shall be of sufficient width to allow O N F. Design, materials, equipment, and products other than those described below for convenient construction and removal of forms. Q- or indicated on the drawings may be considered for use, provided prior D. Where necessary, excavate to allow for the placement of topsoil per ~ Q approval is obtained from the Owner, Landscape Architect, Engineer and the planting notes and details on drawings. V v applicable governing code authority. G. All conditions noted as existing are based on the best information currently E. Where unauthorized excavations are made below indicated elevations _- f= under slabs, restore to proper elevations as specified for compacted available at the time of preparation of these drawings. The Contractor is to W back-filling. If under footings, :increase wall or footing depth as }: verify all conditions before starting work. Should conditions arise which are directed. Z W different from those shown on the drawings, the Landscape Architect and Engineer 2 (, shall be notified immediately and additional drawings based on more accurate F. Where unmarked utility lines or other underground obstructions or Q O piping may be uncovered within the work area, notify the owner or the information will be prepared. V � J agencies or service utility companies having jurisdiction therof, and �. 'Q _ take necessary measures to prevent interruption of service. ►-- Q- _ 11. MATERIALS: G. Should such lines become damaged, broken or interrupted through the contractor's own negligence, immediately repair and restore at noco 0 � A. GENERAL: extra cost to the owner. DATE: 12-8-05 N=~~� Provi aterials of best ualit o tainabl which om I with the Ions. H. Remove, plug or cap abandoned lines, meters and boxes, obstructions or N �2- 2. Any change o the approve plan requires re-su mi I rewew by the Q piping, in accordance with the requirements and approval of the agencies. g DRAWN BY: N Q3 City. No substitution of specified materials shall be made without written I. Coordinate all such work with applicable mechanical or electrical trade BL approval of a representative from the office of Hourion Associates and/or with the requirements and approval of the agencies affected, or as JOB NO. directed by the owner/engineer having responsibility -Q the Owner's representative. 6. CONCRETE b= B. ACCESSORIES: A. Unless noted otherwise, all concrete shall attain a minimum compressive '' ■ o strength of 2500 psi at 28 days. Cn Refer to construction plan, construction legend and construction details B. Aggregates shall be natural sand and rock conforming to ASTM C-33. i �- C. Cement shall be Portland ASTM Cement conforming to ASTM C-150, type V, for type, quality, make and availability of landscape accessories. 9 YP - r- f�- WSHEET NO. •;M- � low alkali, or as required to satisfy site soil conditions as determined by the � E C'2� �` �� PE project Soils Engineer. D. Water shall be potable, clean and free from injurious amounts of oil, acids, alkalis, salts, organic materials, or other substances that may be deleterious to C. z concrete or reinforcement. s L E. Admixtures to be used in concrete shall be subject to prior approval by the engineer. o Cn OF 10 SHEETS E I. GENERAL REVISIONS BY. A. Pam and Fees UJe hereby guarantee that the sprinkler trrtgation eptsm we have furnished and installed I. Full Port Ball valves 3. Install all assemblies specified herein in accordance With iva detail. In Q la free from dafacto in materials and worWnZms3xilled , Ind the work has bemn completed to abeenca of detail dr�iwtn s or epeclficattons partalnttnngq Inc items The Contractor shall obtain and a for and all, building permits as required. accordance with the drawing& and notes. We to repatror reepplace any defect* in 1. Bell valves 3' and smaller shall be 125 Ile. SWP bronze gate valves with straw-in required to complets wom perform such work in accordance with tnciustry p y "y n9 p eq materials or workmanehtp tncli:ldtnq settling of areas bellow grade, which ma bonnet,non-rising &tom and solid wedge disc, and shall conform to Federal standards. B. Manufacturer's Directions develop during the period of owe yearfrom date of a tance anal also to repaIF or Specification W -V-54, typo I, Cl replace any dmae resulting from th> rapasring or r )act of such defect* at no 4. PVC plea and fittings shall be thoroughly cleaned of dirt, dust and moisture Manufacturer's Directions and detailed drawinngq& shall lea followed in all cases where additional cost o the Owrr3r. IIJs shall makes ouch re�aIr& o replacoment& within '12 hours 2. Ball Valves 3' and smaller shall leave threaded ends and shall be equipped with bef a installation. Tnatallation and eo t welding methods shall be as the manufacturer of articles used furnishes diractshal coverts dints not shown in of notification that repair work re necessary in time, after r�pt of written notice from a bronze hand wheel. recommended by the pipe and fitting manufacturer. Q 9 p the Owner, we authorize the Owner to proceed to have said repairs or replacements the drawings and notes. made at our expense and we will pay the costa and charges tHwafore upon demand. 3. Ball valves 3' and smaller shall be similar to those manufactured by Nibco (T-113 5. On PVC to metal connections, the Contractor shall work the metal connections C. Ordinances and Regulations Series)or approved aqua I. first. Teflon to e, or approved equal, shall be used on all threaded PVC to �9 PVC and on alr threadika PVC to metal Joints. Light wrench pressure is all that All local,munici al and state laws, rules and rooqqulat�ione governs or relating to a J. Control Wiring is required. Where threaded PVC connections are required, use threaded PVC portion of Irrl silos work era hereby tncorpor�fted into and mad a art ofTheea Project: adaptors into which the pipe may be welded. notes and theprovt&tons shall be �arrtod out the Contractor. ,tithing contained 1. The electrical system shall be installed to accordance with the National Electrical in these notes shall not be construed to conflict tutth a of the above rubs and Coda most rac3ntly adopted by the Crty. Connectlone between the automatic H. Line Clearance ►�g Location: controllers ans the electric con£Ρrol valves& shall be made with direct burial copper regulations or requt;ements of the same. However, when thew notes call for or with AWG-UF. 600 volt. Pilot wires shall be a different color wire For each describe material d, workmanship or construction of a better quality,higher standard, automatic controller. Common wires shall be white with a different color strips for All lines shall have a minimum clearance of 6 from each other and from lines of other or larger size than 1e required b py the above rules and regulations, the provisions of Signed: each automatic controller. Install in accordance with valve manufacturer's trades. Parallel lines shall not be installed directly over one another. theeeTiotea shall take pracedsnaa. Contractor specifications and wire chart. In no case shall wire size be lees than No. 14, 1. Automatic Controller D. Explanation of Drawings Address: 2. pr asring s supp19 oryla�a same w�hare er p e ibla stalled along the &erns route as Install as per manufacturer's instruction. Remote control valves shall be corseted to controller in numerical sequence as shown on the drawings. 1. Due to the scale of drawings, it is not possible to indicate all offset*, fitting&, 3. Where more than one wire is placed in a trench, the wiring shall bo taped together J. t h Voltage Wirt for Automatic Controller sleeves, etc., which ma be To The Contractor shall carefuliy inveat gala the Phons: at intervals of 10 feet. g _ g shall lea provided the structural and finished-conditions affects all of hie work and plan his worT accord)nrrgqly furnishings such as fittings, ste., as may be required to most each 4. An anaton curl should be rovrded within 3 feet of each wire comectton and at 1. 120 volt power connection to the automatic controllerpr by condition prawingo are enerally d� ie rammatic and indicative of the work to be Date of Acceptance: each pp ng Irrigation Contractor. installed. the work shall b� rlge to diractton. Ex�anaton curl* shall lea formed by airs t at laaet 9 installed in a manner as to avoid conflicts between flue (5)turns of airs around I' diameter pipe, the withudraw the pipe. 2. All electrical work shall conform to local codes, ordinances and union authorities 00 irrigation systems, planting and architectural Features. QD 0) M III. MATERIALS S. Field splices between the automatic controller and electrical control valves will have jurisdiction. N � N 2. The Contractor shall not willfullyy�Install the trrtggation &yyaatom as shown on the drawings not be allowed without prior approval of Owner and/or Clty. •- aD n when it i& obvious in the field That unknown ol3etructtoho, ggrade differences, or A. General: Use onlyy now materials of brands and typo* noted on drawings, K R+emote Control Valves discrepancies in area dimensions exist that may not have-bow considered in specified heroin, or approved equal*. 6. All splices shall be made with Scotch-Lok No35'16 Connector Sealing Packs, Ci Ci 0 2 snglneartnnqq.� Such obstruction of difference should be brought to the attention of Pen-Tits wire connector or approved equal. Lies one connector eaa-)Ting pack Install where shown on the drawinge and details. When qr together allow at J the Ownar7br Landscape Architect as soon as possible. In tRe event this notification B. PVC Pressure Main Line Pipe and Fitting& for each splice, least 12' between valves. Install-6ach remote control vial in a rate valve box. J J J J to not performed the Irrigation Contractor shall assume full responalbility for any p revision necessary. 1. Solvent welded type pressure main line piping for sizes 2' and larger K Automatic Controller L. Flushing of System U Q 3 C6 Z 11. SUBMITTALS: shall be PVC Clalsa 315. The automatic controller shall have the minimum number of stations as indicated on the 1. After all new sprinkler pipe lines and risers are in place and competed, all A. Material List 2. Pipe shall be made from NSF approved Type I,Grade I PVC compound drawl s and shall be corn letoly automatic in operation. It shall sloctronicall start necessary diversion work has been completed, and prior to Installation of conformingq to ASTM resin epedlfication D-1'184. All pipe must moat the s Cler cycle and eldctront-tally time the individual stations. Controller a�ld sprinkler T�eada, the control valves shall be opened and a full head of water 1. The Contractor shall Furnish the articles, eeqquippmment,materials or processes Specified r utromefite as set forth in Federal Sgppecification P5-72-T0, with an vale shall be as stated In the IrrlgAtton legend. used to flush out the system, lJ name in the drawings and notes. No &ul3&iitution will be allowed without the written appropriate standard dimension ISD.R.), solvent-weld pipe. O nnqqL. Outdoor Automatic Controller Enclosure 2. Sprinkler heads shall be installed onl-y after fl of the system has bean Z aprova I by Owner or Landscape Architect. 3. Pressure main line piptnnqq For sizes, 1-1/2' and smaller shall be PVC accomplished to the complete satla ctlon of the r�l N 2. Equipment or materials installed or furnished without fora royal of the Over or schedule 40 with Golven�-welded Joint&. 1. All automatic sprinkler controller& installed outside of a building shall be wall- >> (0 mounted within a vandal resistant automatic controller enclosure. M. Drip Emitters Q N n N Landscape Architect may be rejected and the Contractor rdquired to remove such 4. Pipe shall be made from NSF approved tyyppa I Grade I PVC compound ( S N n materials from the site air his own expense. c6nformin to ASTM resin apedifical I'18✓. ,ill ppippe must meet 2. The outdoor controller sncloauro shall be as, specified rn the drawing&. Encloeuras 1. Install drip emitters, pofyytubinnqq and stakes a* designated on the drawer and requirements set forth to Federal Specification PS-22-'10. (Solvent-weld shall be equipped with an on/off switch for 120-volt power supply to controller. details. Refer to mAnufacturel='e specifications for additional installatioTf C) Q 3. Manufacturer's warranties shall not relieve the Contractor of his liabillty under the pipe). information. Q U ( 1 guarantee. Such warranties shall only supplement the guaranteed ac 0) M nnqq 5. PVC solvent-weld fittings shall be Schedule 40 1-2, II-1 NSF approved N. Field Quality Control M. Control Valve Boxes a 1=00 QO B. Record and AG-Built Drawl s conforming to meet ASTM test procedure D-24�6 as manufactured by -* '* � Duna Induatrtes. I. Use 9 X 24 round box for all ball valves, Brooks for approved equal), with .a Z tan bolt-down cover. 1. Adjustment of the ey&tsm t.�i 61 1. The Contractor shall provide and keepatect to-dato complete as-built drawl & 0 0) indicating location, sizes, and kinds ofpment installed. Print& fo this p coo 6. Solvent cement and imer for PVC solvent-weld Pipe and fittings shall a. The Contractor shall flush and adjust all bubbler heads for imam a et �' ma lea oT�tatnsd from the Landscape A at coat. Thta sat of drawin shall be of type and inat Ilation method prescribed bthe manufacturar. 2. Use 9 1/2 X 16 X 11 ra�tanqqular box with tan bolt-down cover for all slsctrlcal dlpg control valves, Carson InduAtriea 1416-1213 or approved equal. performance and to prevent clogging of bubblers. c0 W Q O) t on the site and shall be used only as a record set. As,-built drawings shall I- b prepared by the Contractor. 1. All PVC pipe must bear the following markings: c0-Z _a k IV. INSTALLATION PROCEDURES b. If it is determined that adjustments to the irriggaation equipment will provide 1*O Q lv Q 2. These drawing& shall also serve as work pro resa Ghosts, and the Contractor shall a. Manufacturer's name. proper and more adequate coveragqe, the Go�rtradtor shell make such N U)O ~ U_ make neat and legible notations thereon dal de the work proceeds, showing the work A. Site Conditions ad�tmente prior to ranting. Ad ualtmente Ray also incklde d'angss to as it i& actual)y installed. These drawinngqa shall be available at all time* for review b. Nominal pupa size. emitter and bubbler cjuantitl3e and placement. (!) and shall be k3pt in a location designated by the Owner or Landscape Architect. C. Schedule or Class. 1. Exercise extreme care to excavating and works near existing utilities. Contractor Ghall be responsible for damages t`6 utilities which are caused by his operations 2. tasting of irrigation ayetem -4-1 � 3. Before the data of the final observation, the Contractor shall transfer all information or neglect. Check exlatinq utMty drawings For existing utilit locations. Call L c from the 'as-built' print& to an ozalid septa mylar, procured from the Landscapes d. Pressure rating in Pb-l. Undround Service Alw 48 hours pridt to digging - (80�) 422-4133. a. The Contractor shall request the presence of the Owner at least 48 hours � Q m � p, Architect. All work shall be neat, in ink and sub act to approval of the Owner. (two works des s) In advance of testing. j pf� a. NSF (National Sanitation Foundation) approval. 2. Coordinate installation of the sprinkler irrigation matartale, includlnq pips, ao y V 0 00 4. The Contractor shall dimension from two permanent points of reference, building there shall be NO interference ith the utilittoo or other construction or difficult b. test all pressure lines under drootatic pressure of 125 be. per &gwre inch •� O v -0. corners, sidewalks or road intersections, etc, the lcation of the following iterms: F. Date of Extrusion. in planting trees, shrubs and ground covers. y and prove watertight. testing of presere main lines shall odor prior to � (n � c O U.P.C. Shield Logo IIAPMO Approval).). installation of electrical control v Ives. O (/) c v a. Connection to existing water lines and mortars. g• g App 3. The Contractor shall carefuliq check all grades, to eatley himself, that he may safely p c proceed before starting wom on the &prinkler Irrigation Gyatem. a All �1p under paved areas shall be tostad under tatic of b. Connection to existin electrical power. S. All fittingsshall bear the Manufacturer's name or trademark,material 125p115e errs square inch and proved watertight prior ov a g p designation, size, applicable I.P.S. schedule and NSF seal of approval. p q � �' � paving. c. Ball valves. G. PVC Non-Pressure Lateral Line Piping B. Water Supply d. Sustain pressure in Imes for 6 hour*. If leaks cbvplop, replace joints and nnqq I. Sprinkler irrigation system shall be connected to water supply points of connection repeat test until entire eyatem is proved watsrttght. d. Ro tInQ of s ri�ipr�&urs Imes (dimension max. 1. Non-proasure buried lateral lino 1 1 shall be PVC Class 200 with as, indlcatedwon the drawings. ng bn p p e. All oetatic tests shall be made onlyy In the prassrx,�s of the Owner or I'+Is Goly t-weld joints. 2. Connections shall be made at approximate locations as shown on drawings. Aut zed Representative. No pips mall bs backfilled until it has been �t%DSCA O. Sprinkler control valves. 2. Pipe shall be made from NSF approved, typo I,Grade II PVC compound Contractor i& responsible for minor changes caused by actual efts conditions. Inspected, tested and apprc ��0 6 HOCREr�c F. Routs of control wirt conforming to ATEM resin spafrftcation D-I184. All pipe must most C. Electrical I f. Contractor shall furnish necessar force and all other test ng• resqquir�em to sat forth to Federal Specification PS-22-10 with an appropriate p y y p < Quick It valves. Gtahrdard dimension ratio. I. Electrical connections for automatic controller shall be made to electrical points g. tUpon completion of each phase of work, the entire system shall be g• 3. Except as noted in paragraph& 1 and 2 and art B of this section, all of connection as indicated on the drawings. tad and adjusted to meet site requirements. ,k h Other related equipment as directed Owner. raquihemente for non-presaur'e lateral Itna pt�s and fittings shall be the same as for solvent-weld K3reasure main line pipe and fitting& as eat forth In 2. Connections shall be made at approximate locations as shown on drawin &. O. Field Observation Schedule � \P 5. On or before the date of the final a oval, the Contractor shall deliver one set of part B of this Gectt Contractor is responsible for minor changes caused by actual site Iona. pppprr I. Contractor shall be responsible for notifying owner in advance for the '9TF ample mylare of male built' lane to thb owner. Delivery of the esplae will not relieve V. trenchtn following Field ovaervatlona according to the thus tndreatsd: OF CNL tF 5 Contractor of the responalbrlity of furnishing required information that may be 4. Non-prossure lateral Iwo ppt 1nngg installed on slope surface shall be UVR-PVC 9 omitted from the print&. schedule 40. Pips shall f�e�PVC 1120, Tyyppe I Grade I manufactured to 1. Di trenches &trot and support pipe contlr7<aou&Iy on bottom of trench Lay a. Pre-job conference - 2 des for notice accordance with ASTM dest Tien D-1"t85. 'ips aha�l be manufactured by �r a to an even ads. treYrbhl poxpcavatton eha11"follow la out indicated ofi C. Controller Charts Brownllns Pipe Company or ual. drawing& and as rioted. y b. Pressure supply line installation and testing - 2 cage prior notice 1. 'As-built' drawinga shall be prepared by the Contractor and drawings shall ba S. Ftttings shall lea UVR-PVC 1120, typo I,Grade 1,manufactured in accordance 2, Provide a minimum of 24' of cover for all pressure e I Imes 3' and 4' in size. C. Coverage taste - 2 des a prior notice approved by IX Owner bdfor the controller charts are prepared. with ASTM designation D-2246. Fltting* shall be Sch 40, and manufactured W y g y by Brownline P Company or aqua). 3. Provide for a minimum of 24' of cover for all pressures supply Knee 2-1/2' and d. Final field observation - 2 days prior notice 2. Provide one controller chart for each controller supplied. smaller. 6. Solvent cement shall be Brouurnitne Bond-title Cement, or equal, conforming P. Maintenance 3. The chart shall show the area controlled by the automatic controller and shall be the to the requirements of ASTM designation 0-2564. ,gppl an approved 4, Provide for a minimum cover of 12' for all non- ea&urs Itne&. maximum size which the controller door will allow. primer prrbr to the application of'Brownline Bond-t1Tle So nt lve Cement I. The entire irrigation a stem shall be ur�6sr full operation for a period of (when j ining UVR-Pl/C pipe and Fitting connections. S. Provide for a minimum cover of 18' for all wiring. '1 dage prior to any T2lanting. 4. The chart is to be a reduced drawl of the actual e dra lit' syetam. However, in the -1. Riser adapter& shall be of UVR-PVC material with cocki screws and shall event the controller sequence is nof-leglbla when the drawing fe reduced, it shall lea be Brownlino No. SHR-550, SRA-500, or SRA-'100, or a lai. E. BacWtllrng 2. The Owner reserves the right to waive or shorten the operation period. enlarged to a size that Will be readable when reduced. print and a different color shall be D. Brass Pipe Flttt & 1. The trenches shall not be backfllled until all required tests are performed. 3. Landscape Irrigation system shall be full maintained lou the Contractor 5. The chart shall be a blacklins or bluslirre ozalid p p ng trenches shall be carefullyy backfilled with the okcavated materials approved for for a period of W di<iya prior to final acceptance bg the Owner. This used to indicate the area of coverage for sahc station. backfilltnq, consisting of 3arth loam, sandy clay sand or other approved materials partoLi may be extended if the maintenance Provtel are not met. 1. Where indicated on the drawing*, use red brae& &crewed pipe conforming free From-large cloths of earth or stores. III shall be mechAritcally compacted 6. When completed and approved, the chart shall be 'immotically sealed between two to Federal Specification No. LOW-P-351. in landscappes areas to a dry denelt equal to adjacent undisturbed 3011 rri Q Cloan - up pieces of plastic, each place being a minimum of 5 mil thick 2. Fittsnngqa shall be red brass conforms to Federal sctftcatton lanting &oas. Backfill will conform o adjacent grades without dips, sunken areas, No. lUW-P-460. �' damps 3r other surface irregularities. Clean-up dirt s ll made as each portion of work 10sfUsa and '1. These charts shall be completed and approved prior to final field observation of excess dirt shall lea removed from the site, all Ike ppaaving shall be the irrigation *y&tem. E. Co Pt Flttl 2. A fine granular material backflll will be initially placed on all Imes. No foreign broomod or washed down, any damngs sustained on the Work or other Copper pa rga matter larger than 1/2 er In size will be pmittea in the initial backfill. trades shall be repaired to drigtnal'conditlone. D. Operation and Maintenance Manuals 1. er t e shall be t o K hard t pared ASTM BBS and fittings (� p p yp amp n9 3. Flooding of trenches will be permitted only with approval of Owner and/or Clty. S. Final Field Observation Prior to Acceptance 1. Prepare and deliver to the Owner within ten calendar des a prior to completion of be wrou�ht &older joint type in accordance with ANSI 131622. Z construction, two hard cover binders with three rings containing the following 2. Joints shall be soldered with silver solder, 4. If settlingoccurs and subsequent adjustments in pipe, valves, sprinkler heads, I. The Contractor shall operate each system in Ito entiroty for the Owner information: 45� silver 15� ccoopppper 169� zinc, lawn or antinnqq, or other construction are necessary, the Contractor shall make all or Authorized rosentattve at trine of final field ion. AM Items 24yo cadmium and solidus at 1,125 F, conforming at ASih'f B 2O Ind �e oral required ad u_1, or& without cost to Owner, deemed not acRcdptableehall be reworked to the loots Gatlefa ton a. Index shunt statinngq Contractor's address and telephone dumber, lint of aqutpmermt Specification QQB 00655. eq j of the Owner. with names and adZireaaes of local manufacturer's representative&. F. Thrust Blocks F. trenching and Backfill Under Paving 2. The Contractor shall show evidence that the Owner has received all b. Catalog and parts sheets of every typs of material and equipment installed. 1. Thrust blocks for ring-tit i e shall be of size and t e r aired b the 1. trenches located under areas where paving, asphaltic concrete, or concrete will accessories, charts, record drawings and equipment as required V q �'� yp y be installed shall be badkftlled with band (Zu lager 6' below the pipe and 3' before final field observation can occur. manufacturer's install Itton u ds, y pp(� c. Guarantee statement. above the Pipe)and acted to equal the action of tva exletl 3. End of maintenance shall occur onl on the written a adjacent undisturbed eo l and shall be left to a f urNtoldT condition. All y � 2. Form thrust blocks in each a manner to event an concrete from tennis in Thenkler Irr( sites the Owner. V O d. Complete operating and maintenance Instruction on all major aquipmant. prevent trenches shall lea )aft Flush with the adJotnlrrg grade. g� g �fitting. with the pipe. Thrust blocks shall be bet eon solid boll and Contractor shall set in place, cap and pressur3 test all piping under paving prior N 2. In addition to the above mentioned maintenance manuals, ovide the appropriate ' to the paving work N maintenance personnel with instructions for major equipment G. Quick Coupling Valves (n � W� 9 2. C,anerallyt piping wander existing waNca to done by jacks , sortnq or draulte E. Equipment to be Furnished 1. Quick coupling valves shall have a one or two lace bo designed for dr'ivinnqq Sra atiy cuttin or bFsakingg of atdowalka and or coni0ets tX naceeeary, Q q pmerrt up u7r' p 1t &hali"be done and ra�aced byy thu3 Contractor as part of the contract cost. Z v working pr'esa a of 150 P.S.I. operable with quldk coupler ] or swivel key. Permission to cut or break sldewhNca and/or concrstb shall be obtained from I. Supply the appropriate maintenance personnel with the following tools: 2. Quick coupling valves shall be per detail. � � permitted the Owner and/or Ctt . No draulic driving will be under concrete paving or A.C. pav(n - 1= � ` Q a. two sets of special tools required for removing, disassembling and adjusting . W each type of eprinkJor and valve supplied. H. Badkflow Prevention Units 3. Provide a minimum cover of 36' between the t of the pipe and the bottom of w b. two a for each automatic controller. the a�gregata bane for all pressure and non pressure piping installed PVC. _1. Wye Strainers or baekflow prevention unite shall have a bronzed &crowed aapha tTic concrete paving. All sleeve& under paving shall be sod for sizes 2' and smaller and 125 lb. cast iron flanged body for sizes O c. One quick coupler key and matching hose swivel for &vary five (5) quick coupling 2 1/2�and largc�er. All aye strainers shall have a minimum 40-mesh morel G. Assemblies _1 valves installed. ocrom and &Hall be similar to Hayward No. 12 or approved equal. W_ Q 2. The above mentioned equipment shall be turned over to the Owner at the conclusion of 1. Routing of aprtrllklar irrigation Imes ore indicated on the drawings is diagrammatic. r` (� C, �I pm Install lines (and various assemblies) in such a manner as to con-Tom with the the project before final site observation can ocaur. details per plane. "- - `- N F. Handling of PVC Pipe Fittings C c 2. Install NO multiple assemblies on plastic lines. Provide each a&Gembly with its own E- ra DATE: The Contractor is cautioned to exercise care in handling, load( , unloads and staring outlet. F 12-8-05 of PVC fittings. All PVC pipe shall Ile flat &o as not to &ubjec, it to und� bending oT Z concontratsd-external load at any point. Any section of pipe that has boon dented-or g DRAWN BY: .� damn ad will bo discarded and,Tf installed, shall bs replaced with new piping. Pipe and °` BL fittin�& shall not be stored In direct sunlight. JOB N • -W G. Guarantee I. The guarantee for the sprinkler irrigation system eha 11 be made to accordance with the SCALE. shod Q,.d= atta form. These plans have been reviewed* by the Coachella Valley Water District in 1/8" = lI-O" o accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, N 2. A cop9 of the guarantee Form shall be included in the operations and maintenance Section 65597 et seq. requiring efficient landscape and irrigation design in matlu�l l• cooperation with the local governing agenry (City or County). Z �" SHEET NO. �_ _ , *Approval of this drawing by CVWD Staff does not constitute approval to i9 f9 3. the guarantee form shall be retyped onto the Contractors letterhead and must contain encroach into district and USBR Rights-of-Way. Trees, plants, walls and z �_2"B permanent structures of any kind may not be planted or installed in F a ' a, CVWD and USBR easements or right-of-way without first obtaining an o U encroachment permit from CVWD. E 5C U�y;J.0 L i Date 8 Water Management Supervisor z 3 Development Services Supervisor OF 10 SHEETS H REVISIONS BY. a O 9/06 REV PLANTING SPECIFICATIONS . DO>T a02/15/07 E)B PART 1 - GENERAL (D) PLANT MATERIAL (TREES & SHRUBS) 3.03 Soil Amendments: 5.05 Coordination: 1.01 Scope of Work: 1. CONDITION 7.03 General: 2. TYPE a All soil amendments shall be as specified in the Agronomic Contractor shall provide all materials, labor and equipment 3. PLACEMENT Suitability/Fertility soils report attached hereto. A. Do not have plants delivered to the job site until site incidental to and necessary for completing all work, as indicated conditions are ready for planting. If planting is delayed, All corrections, adjustments, and/or replacement of on the drawings, as reasonably implied, or as delineated in the (E) GROUND COVER (DECOMPOSED GRANITE) 3.04 Soil Preparation: keep plant roots moist and place in a sheltered location landscape elements shall be made prior to final approval by the rotected from the sun, wind and other damaging elements. Owners Representative. Execution of a "Landscape Maintenance Specifications as follows. 1. TYPE P g g « Agreement shall also occur prior to final approval by the City. 2. DEPTH & SPACING All work on irrigation system shall be complete and inspected for B. Soil preparation and fine grading shall be completed and trees 3. COMPACTION recommended approval and, fine grading completed, prior to 1.02 Standards: rototilling and prior to soil amendment work. and shrubs installed prior to bedding plants and ground cover Maintenance shall start immediately after landscape irrigation and (F) FINAL planting. planting. All work and materials shall comply with governing codes, safety 1. IRRIGATION After rough grades have been established, prepare 5.06 Installation: Maintain all plants and planted areas on a continuous basis as they orders. standards, and regulations, and meet the minimum planting areas by tilling or cross ripping to a depth of 12". All requirements of the Standard S ecifications For Public Works Q VALVES, BOXES & WIRING » are installed during the progress c the work. and continue to q p rock and debris more than 2 in diameter shall be removed from the « Construction (Green Book) latest edition. ii) CONTROLLER OPERATION & SCHEDULE site, except for areas that are to be sodded, in which all rock All planting shall conform to the Palm Deserts Landscape maintain them until final acceptance of total project. Replace arty iii) SPRINKLER, BUBBLER &/OR DRIP EMITTER TYPE, FLOW and de ris more than 1" in diameter shall be removed. Installation and Maintenance Guidelines". dead or dying plants as directed by the Landscape Architect and 1.03 Quality Assurance: RATE & QUANTITY PER PLANT City representative. iv) OVERALL OPERATION Apply, spread, and rototill in all soil amendments as recommended Each plant shall be planted with its proportionate amount of soil A. All Contractors performing Site Development work, must be v) AS BUILT in the attached soils report, to a depth of 6". Water area so as to minimize root disturbance. Soil moisture shall be such A. Irrigation: Operate irrigation system on an established licensed in accordance with the laws of the State of thoroughly after rototillingis complete. Incorporate amendment even) that soil does not crumble when removing plants from container. program to maintain all plants and planted areas in a healthy 2. TREE STAKING g y » P y condition. Irrigation system run-off shall be kept to a California. into the top 6 for each 1.000 square feet of planting area: t� 3. OVERALL Regrade planter areas after panting. to r store smooth finish © minimum. Damage to irrigation system resulting from ap ^ 0) B. Contractor shall provide the Landscape Architect and the City SEE SOILS REPORT ATTACHED HERETO. A grade and to insure proper surface drainage. maintenance and equipment and/or maintenance personnel. shah co to M N be restored to its original condition at no cost to the Owner. C4 * U) r,3 with a list of Subcontractors and Material Suppliers expected NOTE: SHOULD ANY OF THE ABOVE INSPECTIONS FAIL AFTER Failure of any part of the irrigation system shall be brought to be employed during the course of construction. TWO ATTEMPTS, THERE WILL BE A FEE ASSESSED FOR Planting of non-desert, deciduous, and evergreen trees is not to the attention of the Owner. No repairs other than The above-referenced soil conditioning is for minimal quantities only � emergency V ANY RE-INSPECTIONS. recommended when daily air temperatures exceed 100' Fahrenheit. repairs shall be accomplished without written permission from C. Contractor shall obtain and lees in faros Public Liability and and should be used only for bidding purpose. because soil conditionsP P� J P � tY tockpiling of plant material is only permitted by approval. J J J -•I Property Damage Insurance, during entire course of the may change drastically from the time these specifications were the Owner. Final Inspection (after maintenance period) - 7 days. developed to the time the actual soil conditioning take lace. Q Construction Contract. The amount of insurance shall be P g P B. Weed Control: Kee all planted areas free of weeds and ti t 'O determined by City. The contractor shall arrange a Preconstruction job conference with Therefore, the Contractor shall obtain his own soils analysis at a PART 6 - WEED ABATEMENT P P 0 .4c 3 Uj Z g rote of one per every 25,000 square feet of planted area. These debris by cultivating areas at intervals not to exceed 10 the Landscape Architect and City a minimum of seven (7) days prior agronomic suitability tests shall be conducted b an approved 6.01 Scope of Work: calendar days. Q D. Prior to start of site development work, the Contractor shall to the beginning work. or as noted above. Q g y PP P 1 notify the Owners Representative to give starting and 1 Agronomic soils testing laboratory. approved by the project completion dates. Contractor shall also supply the Owner's Landscape Architect and City. Copies of the soil test are to be Provide all material. equipment. and labor necessary to perform all The Contractor may elect to remove such concentrations of 1.07 Guar hes: Y W ® Representative with the name and telephone number of the provided during the Pre-construction job conference. work as indicated on plans. as reasonably implied. and as s anually or by an approved herbicide person in charge of the work. A. Plant Materials: All trees, shrubs, ground cover; bedding delineated in the specifications. Z 3.05 Finish Grading: C. Pest Control: Spray all plants and planted areas at W plants and lawn shall be guaranteed from date of final P Y P'b Pb �n^l� � N 1.04 Responsibilities and Coordination: acceptance of landscape construction for periods as follows: 6.02 Quality Assurance: of maintenance program and as may become necessary thereafter Q c0 After rototilling operations are complete, grade areas to establish by an approved method of pest control. to keep ON plants and N P,) N A Permits: The Contractor shall obtain and a for all permits finish grades for planting. All flow lines shall be maintained and planted areas free of insects and disease. Method shall be O) N W pay P Trees 24 box & larger = 1 year P O and inspections required by governing authorities for the work y proper tolerances shall be met after settlement at the end of the A. The Applicator of all weed control materials shall be licensed reviewed b the City prior to an applications. Pest Control �O Trees 15 gal. & smaller = 1 year Y � P Y �• O Q to U) to be performed. project maintenance period. by the State of California as a Pest Control Operator. A written shall include Gopher control. Q Shrubs All sizes = 120 days P U I 1 1 Ground Cover = 120 days recomendation shall be supplied by the Pest Control Advisor CC M B. Existing Conditions: The Contractor shall verify all Finish grading shall leave surface of the ground uniformly smooth a d submitted to the Owners Representative. D. All major tree pruning work for maintenance shall be supervihwd CL �� UD conditions and dimensions shown on the plans at the site prior and free of abrupt grade change. by an ISA Certified Arborists. All pruning shall be performed with '* Guarantees begin after the pr ject acceptance by Owners B. All materials and methods must conform to Federal State, and an overall goal of roviding maximum tree J ? 1 to commencement of any work under this contract. The 9 P SPY �- LU Contractor shall verify the location and depth of all Representative at he end of the 180-day maintenance period. 3.06 Coordination: Local Regulations. The topping of trees is onahibited. Ra'�sing tree 2goo" Is O O p� 0) Landscape Contractor shall replace and plant all materials which have prohibited. Pruning to reduce the coop cover�aae of a tree is �� e}- Nt' underground utilities prior to start of work. g died within the time span stated above. at no cost and within Weed abatement work shall be coordinated with the installation of 6.03 Submittal: also prohibited unless approved by the City's Landscape Manager. (0W Q � � 5 days from receiving written notice from the Owner's the irrigation stem rototilling and soil amendment work. and shall be removed and replaced at the owners C. Temporary Utilities: The Contractor shall apply for and pay 9 system 9 p PAY c0 J X all cost incurred for all temporary utilities such as water. ® Representative. If dead material is not replaced and planting. (See Weed Abatement section). © Prior to the installation of any weed control materials, the a All maintenance work performed shall be in accordance with the el-O Q LLJ I:(electrical power and gas as required by him for the planted within the 5 day period. Owners Representative may replace Landscape Contractor shall submit to the Owner's Representative City of Palm Desert's "Landscape Maintenance Guidelines". N V)0 1-Z LA_ construction of the project. Temporary services shall be dead material with new material and charge the Landscape Contractor PART 4 - TREES AND SHRUBS a list of the weed control materials and quantities per acre coordinated with the City and other contractors on the job for all expenses incurred. intended for use in controlling the weed types prevalent and © All missing, dead, dying or injured tree(s) shall be replaced within co site. 4.01 Scope of Work: expected on the site, as supplied by the Pest Control Advisor. 30 days. Unless otherwise approved, the replacement tree(*) shad Pest Control Advisor shall furnish the Landscape Contractor and be the some size and type as removed. The minimum size --1 B. Construction Materials: The contractor shall guarantee all Provide all material, equipment, and labor necessaryto install all Owners Representative data to demonstrate the compatibility replacement trees allowed shall be no less than a four D. Survey. Reference Points, and Elevations: The Contractor is workmanship and materials for all site development, for P P tY P ( ) Y- u O ' C responsible for establishing all surveys, reference points and P P trees and shrubs as shown on plans, as reasonably implied and as of the weed control materials and methods with the intended (24") inch boxed tree. a.-6- .01 period of one year from date of final acceptance of project. delineated in the specifications. planting and seed varieties . elevations required by him, and shown on plans for proper P p g present. .� U O U � execution of site construction. 1.08 Material and Labor Releases: Remove trash weekly. Edge ground ever to keep in bound* and L O .�; 0 4.02 Products 6.04 Response ility and Coordination: trim top growth as necessary to achieve and overall even E. Traffic: The Contractor is responsible for all temporary A. Nomenclature - Plant names indicated on the drawings conform ,[Upon com letion of the work, the Contractor hall resent to the « appearance. Exterminate gophers and moles; repair dorthage. 0 (n Ctraffic barriers and detours required by him for the P P the Standard Plant Names established by the American Joint A. Landscape Contractor is responsible for the erection of all s_ Cners Representative. signed copies of all labor and materials release Committee on Horticulture. Exce t for names covered therein. si ns and barriers re uired to revent intrusion into the Q O construction of the project. All temporary traffic barriers all work performed under Site Development. P g q P - ACCE and detours shall conform to all conditions required by the P P the established custom of the nursery is followed. treated areas and to notify the public. City or governing authorities. B. No material or methods shall affect the landscape planting or 8.01 General: B. Condition - Plants shall be symmetrical, typical for variety h droseed germination. No material or method shall render the 1.05 Defective and Unauthorized Work: 1.09 Disposal and Clean-up: and species, sound, healthy. vigorous. free from plant y disease. insect pests. or their eggs, and shall have healthy, job site unusable for more than 10 days from date of Upon completion of installation, a maintenance period of a n**n m of Remove all waste materials including excavated material classified normal root stems, well-filling their container, but not to application. 180 days for all landscaped areas is required prior to final acceptance All work which is determined by inspection to be defective in its g of the work b the City. The Commencement date for the maintenance NOS as unacceptable soil material trash and debris generated or the pint of been root bound. Plants shall not be tuned at Y tY• ���1 C,I pE construction or deficient in any of the requirements of the plans P g P 6.05 Non-Selective Herbicides: period shall commence upon written approval for all of 'q encountered during the course of landscape construction, and anytime, and in no case shall trees be topped. p pprova phase* plahtuhg ��, 6•gOD �, and specifications, shall be remedied or removed, and replaced by legally PP installation b the City Public Works I Maintenance legally dispose of it. During the course of the work remove y � ^ °f' �� the Contractor at his own expense in a manner acceptable to the Non-selective contact herbicide and/or non-selective systemic shall be adequate to verify plant characteristics and establishment. surplus materials from the site and leave premises in a neat and C. Trees and shrubs shall be rower at a recognized nurse in / Y q � P Landscape Architect and City. growing g nursery herbicides as recommended by the Pest Control Advisor clean condition. Clean up and remove all remaining debris and accordance with good horticulture practices and shall be of ( ) s� surplus materials upon completion of work, leaving the remises A. Two inspections shall be made that affect the establishment * x . rP P P 9 P the size and caliper normally associated with the container neat and clean. The site shall be cleaned upon the request of the size specified on plans. Removal of all tags, labels. nursery 6.06 Selective Herbicides: period: The first after all plantings have been completely a1.06 Landscape Inspection Schedule inspector. stakes and ties from all plant material prohibited until the installed in order to approve the beginning of the `P approval of the Landscape Architect or City. Selective pre-emergent herbicides compatible with seed mixtures (as establishment period, and the second at the end of the �9T OQ� The Contractor shall arrange for inspections by notifying the recommended by the Pest Control Advisor) establishment period. If plantings are not acceptable at the F OF clk Landscape Architect. City and governing authorities, 24 hours prior PART 2 - EXECUTION D. All plant material delivered to the site showing signs of end of the 180 day period, due to defective maintenance, then to time of inspection, unless otherwise noted. Inspections shall damage or disease or is insufficient in size to carry out the 6.07 Weed Eradication: continue establishment until all work meets with the 2.01 Protection: Specifications and can be approved. be as listed below, but not necessarily in this order. Only the intent of the planting plan will not accepted and will be inspection pertaining to the project scope of work will apply: Keep all plant material delivered to site in a healthy condition replaced at Contractor's expense. If in the opinion of the Pest Control Advisor. perennial grosses for planting. Plants shall not be allowed to dry out. Bare root and weeds existing in the planting areas will require control prior B. At termination of establishment period all plant material 1. CONTRACTOR SHALL NOTIFY THE CITY NO SOONER THAN 60 DAYS. & stock shall be separated and heeled-in, in most earth or other E. Sizes of Plants - Shall be as stated on the Plan. Container to removal. spray these areas per Pest Control Advisors shall be live, healthy, undamaged. and free of infestation. suitable material until planting. stock (1-gallon. 5-gallon. and 15-gallon) shall have been recommendations. Inferior plantings shall be replaced and brought to a NO LATER THAN 10 DAYS BEFORE ANY LANDSCAPE INSPECTIONS grown in containers for at least one (1) year, but not over satisfactory condition before final acceptance of work will be ARE REQUIRED, UNLESS THE INSPECTION IS REQUIRED BY AN 2.02 Installation: w 2 years. 01 A. Prior to the installation of the irrigation system remove and made. All areas shall be neatly raked and free of weed& clear all weeds and deleterious materials from planting areas. EMERGENCY. ® Detailed layout of plants within the planting areas shall be F. Substitutions - Substitutions for indicated plant material performed by Contractor and approved by the Owners Representative. will be permitted provided the substitute materials are Allow herbicide to kill all weeds. Rake or hoe off all dead approved in advance by the Owner's Representative, and are made weeds to a depth of 1" - 2" below the surface of the soil. 2. PRIOR TO COMMENCING ANY LANDSCAPE WORK, THE CITY Soil excavated from planting holes shall be amended to backfill at no additional cost to the Owner. Except for authorized variations, Physically remove all weeds from the site. REPRESENTATIVE AND CONTRACTOR SHALL AGREE UPON AN around trees and shrubs using the following mixture: all substitute plant materials shall conform to the requirements of these specifications. INSPECTION SCHEDULE, SPECIFYING TIMES INSPECTORS ARE Af-"See. SoilsReport on Sheet L-10 PART 7 - LANDSCAPE MAINTENANCAVAILABLE. ANY CHANGES IN THIS SCHEDULE MUST BE APPROVEDG. Plants Not Approved - Plants not approved are to be removedstruct a 3"er backfilling. con earthen berm to form watering from site immediately and replaced with suitable plants. The 7.01 Scope of Work: BY THE CITY; THE CONTRACTOR WILL GIVE THE CITY TWENTY-FOUR basin around each plant, to allow thorough water-in and City reserves the right to reject entire lots of plants HOURS NOTICE OF SUCH CHANGES. MAINTENANCE & OPERATION OF © blishment. represented by defected samples. Provide all materials, labor and equipment necessary for, or incidental to, performing all maintenance requirements as EQUIPMENT SHALL BE PERFORMED ONLY DURING THE TIME PERIODS Prior to installation of plant material, remove water basins H. Stake trees any as needed as per details immediately after reasonably implied or as delineated in the specifications AS FOLLOWS: from around trees and shrubs. planting to prevent wind damage. including, but not limited to the following: I. Plant trees that are to be located in ground cover Maintain all plants and planted areas. 10/1 TO 4/30 MON. THRU FRI. 7:00 A.M. TO 5.•30 P.M. PART 3 - SOIL PREPARATION AND FINISH GRADING © areas after finish grades are first established and allow at Keep planted areas free of weeds and debris. , least 7 calendar days prior to installation of © Fertilized all plants and planted areas if required. 0 SATURDAY 8:00 A.M. TO 5.00 P.M. 3.01 Scope of Work: ground cover to provide for thorough watering of trees. All Adjust irrigation controller, repair damaged emitters, tubing etc. planting holes shall be excovated as defined on appropriate Insectic'de ray'ng. (WITH CRY A. Provide all materials and equipment, and perform all work details. APPROVAL ONLY) necessary for and incidental to the soil preparation and 7.02 Fertilizers: finish grading of all planting and lawn areas as shown on 4.03 Soil Amendments: plans, as reasonably implied, or as delineated in the Apply commercial fertilizers as required by the Agronomic soils V SUNDAY WORK IS NOT PERMITTED specifications. a Soil amendments shall be as recommended in the Agronomic soils Q report attached hereto. Monitor the site with periodic soil testing. IL report attached hereto. 1 Apply gypsum if needed. Q) A.M. 5.30 P.M.30 MON. THRU FRI. 7:00 TO 9 Furnishing, placement and grading, of topsoil for backfilling 5/ V / of planters if required. 4.04 Trees Stakes: N SATURDAY 8:00 A.M. TO 5:00 P.M. Tree stakes shall be lode pole me tree stakes. See tree staking C. Cleaning and finish grading of planters areas and planting 9 P P 9 (WITH CITY areas. detail on plans for further information. V APPROVAL ONLY) 3.02 Topsoil: PART 5 - GROUND COVER AND BEDDING PLANTS 5.01 Scope of Work: ? - Q� SUNDAY WORK IS NOT PERMITTED A. Existing on-site soils listed as acceptable under Site Pe Z � W Grading' specification. = Q Provide all materials and equipment and perform all work necessary for and incidental to installing all ground cover and bedding plants. as shown on plans, as reasonably implied, or delineated in 3. THE FOLLOWING ARE INSPECTIONS FOR WHICH the specifications. •� Q ® THE CONTRACT R IS TO NOTIFY THE CITY; (A) SLEEVING / GRADING tal „ 1. SLEEVE DIAMETER, TYPE. DEPTH & LOCATION o b b b 3 o 2. SOIL SURFACE DRAINAGE, ELEVATIONS & TRASH (INCLUDING DATE: H 12-8-05 WEEDS & RUBBLE) N �E o� (B) HARDSCAPE / BOULDERS - COBBLE Z DRAWN BY: 1. SIDEWALK & WALL LAYOUT BL 2. UTILITIES LOCATION F ,j0$ NO.: 3. BOULDER TYPE, SIZE, WEIGHT & PLACEMENT (C) IRRIGATION SYSTEM ROUGH-IN - c 1. TRENCH DEPTH & LOCATION 1/8 = 1'-0" ' o`n 2. PIPE CLASS & SIZE ,p 3. PRESSURE TEST (125 P.S.I. FOR 6 HOURS) 1. . t,�TT��T■��i1LL .v3C��cn OO P N N U O .1 8 - 3 L4 OF 10 SHEETS H REVISIONS BY. �1006 REV. BL 0 WALLACE LABS S01lLS WORT October 31, 2006 WALLACELABORATORIES Hourian Associates, November 1, 2006 page 2 :tbS Cora!Circle Location jiffy Litbe,74180 Hwy 111,Jab No. LP06021 Coral CircleEl Segundo, CA 9W45 Requester Bob Ladd, Hourian Associates 365 (,��V)V2.7-011 raphie interpretation: *very low.**low.***moderate El SE'gUlCitQ, CA 9024 3. The salt content shall be less than 10 millimho/cm 0 25° C. on a saturated ammonium bicarbonate/DTPA * ***high.*** **very high _ phone (310) 615-0116 fax (310) 640-6863 paste extract. extractable-mg/kg soil Sample ID Number 06-304-06 -- 4. Boron content of the saturated extract shall be less than 1.0 parts per million. Interpretation of data Soil Sample Received 10/31/06 November 1, 2006 5. Silicon content (acid-insoluble ash) shall be less than 50%, low medium high elements graphic 6. Calcium carbonate shall not be present if to be applied on alkaline soils. 0-7 8-15 over 15 phosphorus 4.15 •* a0 V_ 00 Fax 949/489-5632 7. Types of acceptable products are composts, manures, mushroom composts, 0-60 60-120 121-180 potassium 160.67 ***• oo to to + Hourian Associates straw, alfalfa, peat mosses etc. low in salts, low in heavy metals, free from. 0-3 3 - 5 over 5 iron 4.45 **+ N ^ ao in weed seeds, free of pathogens and other deleterious materials. 0-0.5 0.6- 1 over I manganese 2.86 ***+ 24661 Del Prado, Suite 3 p g 0 - 1 1 - 1.5 over 1.5 zinc 5.31 **** ci ci ci _ ci Dana Point, CA 92629 8. Composted wood products are conditionally acceptable [stable humus must be j present]. Wood based products are not acceptable which are based on red wood U-0.2 0.3-0.5 over I copper 0.17 **** -� -i J J U-0.2 U.2-0.5 over 1 boron 0.17 ++ CS RE: Jiffy Lube, 74180 Hwy 111, Palm Desert, Job No. LP06021 or cedar, ratio of calcium to magnesium calcium 387.42 *** U Q 3 N Z 9. Sludge-based materials are not acceptable. needs to he more than 2 or 3 map- 23.89 ** 10. Carbon:nitrogen ratio is less than 25:1. should be less than potassium sodium 230.25 *+** Dear Bob, 11. The compost shall be aerobic without malodorous presence of decomposition sulfur 38.82 ** W products. molybdenum 0.05 •** The soil has excessive) high alkaline The H is 8.89. Limestone is 12. The maximum particle size shall be 0.5 inch, 80% or more shall pass a No. 4 The following trace aluminum n d * Z y g y. p present. 1t screen for soil amending. elements may be toxic arsenic 0.04 * j � induces iron chlorosis in acid-loving plants. Sodium is high at 230 parts per million. Excessive sodium can make soils highly alkaline. Salinity is moderate at 1.13 The degree of toxicity barium 3.19 ** Q in Maximum total permissible pollutant concentrations in amendment in parts per depends upon the pH of cadmium 0.05 * rn N � millimho/cm. The fertility is moderately high except for low phosphorus and the eat,sal texture, chromium o.ol * c0 (° million on a dry weight basis: o Q If) magnesium. Irrigation water will supply magnesium. organic matter,and the cobalt 0.02 * Q U I I arsenic 20 copper 1S0 selenium 50 concentrations of the lead 9.29 ►** a rn Recommendations Individual elements as lithium 0.49 co oo cadmium 15 lead 200 silver t0 well as to their mercury n d General soil preparation for turf, chromium 300 mercury 10 vanadium 200 W O I Interactions. nickel 0.05 pr p ground cover and shrub areas. Broadcast the cobalt 50 molybdenum 60 zinc 300 selenium n d * �Q � �following materials uniformly. The rates are per 1,000 square feet. Incorporate them 7'ne H homogeneously 6 inches deep. nickel 100 p optimum depends silver n d * �Z x upon soil organic strontium 2.31 + e} j Q W Q Triple superphosphate (0-45-0) - 4 pounds Higher amounts of salinity or boron may be present if the soils are to be muter and clay content- tin n d * N cn p I_ Lt_ Agricultural preleached to reduce the excess or if the plant species will tolerate the salinity for clay and loam soils: vanadium 0.20 g gypsum - 30 pounds Soil amendment - 3 cubic yards and/or boron. under s.2 is too acidic W 6.5 to 7 Is ideal Saturation Extract Leach to reduce the alkalinity and sodium. Lower the pH to less than $.0. Lower the For maintenance, apply 12-12-12 fertilizer at 8 pounds per 1,000 square feet about once over 8.0 is too alkaline gn value 8.89 Q) o, 13 1(mill i. f I K Th Monitor the site with periodic soil testing C . . Apply gypsum if needed. e e s a measure of m - . *•• �.. sodium to less than 1O0 parts per million. Preleach if the plant palette is sensitive to per quarter. fn alkalinity. After leaching, apply ammonium sulfate (21-0-0) at S pounds per 1,000 the soil sallnity: mho/cm) millieq/1 Correct iron deficiency as needed with Becker Underwood Sprint 138 Fe or other 1-2 affects a few plants calcium 12.9 0.6 a' C square feet., - t commercial FeEDDHA. 2-4 affects some plants, ma um 5A 0A O to > 4 affects many plants. sodium 213.7 9.3 =Q J Q O For preparation of backfill mix for container plants/boxed trees, incorporate uniformly Sincerely, potassium 15.3 0.4 the following materials into leached or excavated soil. Rates are expressed per cubic cation sum 10.9 yard: problems over 150 ppm chloride 12 0.4 good 20-30 ppm nitrate as N 23 1.7 Ammonium sulfate (21-0-0) - 1/4 pound if the soil is preleached = phosphorus as P 0.3 0.0 Triple superphosphate (0-45-0) - 1/4 pound _ toxic over soli sulfate as S 109.8 6.9 �a�MsCAPr Garn A. Wallace, Ph. D. Agricultural gypsum - 1.5 pounds anion sum 8.9 Soil amendment- 15% by volume Executive Director toxic over t for many plants baron as a 0.30 GAW:n increasing problems start at 3 SAR 12.6 ***** est. um r utrement-ibs.11000 . ft. 39 Sipa+ Soil amendment: relative infiltration rate stow/fair 1. Humus material shall have an acid-soluble ash content of no less than 6% and no estimated soil texture sandy loam more than 20%. [hue(calcium carbonate) yes 9lF OF CA����� gank 2. The pH of the material shall be between 6 and 7.5. moisture m w matter at®aU o.tter low bolt saturatlon mcentage 15.0% Soil Analyses Plant Analyses Water Analyses Soil Analyses Plant Analyses Water Analyses Elements are expressed as mg/ke dry soil or mg/I for saturation extract. pH and EC*are measured In a saturation paste/extract.nd means not detected. 1 0 v z 0 v u . o Ol_ �- Q z = >Y Z � w h b���-►0 to +' DATE: =o12-8-05 0 DRAWN BY: iv1 BL � JOB N0. SCALE. Be = II-OR asSHEET NO. vd.n cam.. C7 2 3 s OF 10 SHEETS H