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HomeMy WebLinkAboutStone Eagle (Lot 12) MART" NORRI D, Mu %As, As u %As 2006 WINT RWOOD DRIVE FULLERTON7 CA 92833 MARK NORRIED, MLA., ASLA. PHONE 760) 831 -1597 FAX (714) 252 -5752 APPROVED . FINAL LANDSCAPE ARCHITECTURE MNLANDARCHITECT�AOL.COM °N° P E PLANNING PROJECTS INDEX: 4, HAFEOCAPE CONSTRUCTION LAYOUT Cp.l CONSIRIIC,ION DETAL.B CPZ ( ONS1BU6710N DETALB CP9 L AFIE Sl O N � EA� L� LAYOUT PP.1 3 DEfALB PP2 LAYOUT P.1 ',. DETAILS P2 LAYOUT LP.1 LANDSCAPE PLANS LOT 12 T30438-2 f STONE EAGLE PALM DE86iT, CALFOWiA F OWNERS 4 � THE MINISTRELLI COMPANIES wa.L arRMT war 74-M HaMnr m aura as rnM we.M cn ago ui VICINITY MAPS �Lj , �i Date CALARD ENMY 'STONE F-Ac-A-E cm b 04 �P DATE: MnAa+ aa, zaoe my � 12 J q CITY OF:pALM DESERT LLl T, MARK NORRIED, MLA, ASLA y - - KEYNOTES: IMMAPE ANCNITECTURE PMNNIN CONCRETE INTERLOCKING PAVING STONES BY BELGARD. STYLE: BEIIGERAC. COLOR: SIERRA BLEND 2006 wINTERw00o DRflIE - - O OR SIM. 6' AGG. BASE FOR PEDESTRIAN WALKWAY, ENTRY, AND PATIOS. APPLY SEALANT. SEE DETAIL "I M ERTON,CA UM - SHEET CP3. PAVING STONES MUST 5E PURCHASED THROUGH 'THE PAVING STONE PLACE P (760) 831-1597 1 - �_ CONTACT CHARRISA PARLEY. PHONE NUMBER 160-113-1992. F (714) 252-5752 LOT LIN E � � _ � ' CONCRETE INTERLOCKING PAVING STONES 5Y BELGARD. STYLE: MEGA-BE IGERAC. COLOR: SIERRA �IINLANDARCNITECTQAOL.COM 5LEND OR SIM. 12 AGoG. 5ASE VEHICULAR DRIVEWAY. APPLY SEALANT. SEE DETAIL ams SHEET CP.3. PAVING STONES MUST BE PURCHASED THROUGH 'THE PAVING STONE PLACE.' \ CONTACT C 4ARRISA PARLEY. PHONE NUM5ER 160-113-1992. 3 i/2' THiCK LIGHT BROOM FINISH CONC. W/ 6x6 10/10 WWM CENTERED IN SLA5. CONCRETE COLOR TO COORDINATE W/ PAVERS. N I1 +1 \ 42 % - -` - I LAK , - A �_Y' cP2 A4# \ as 30ULDRSCDUL J / ___-' , ,.�,►-�\\ -- } � \ SYMSoL APPROXIMATE WIDTH (DIAMETER) G2TY CP2 \ \ +i' \ 0 ® _ 2' 5Y 2'--------- ------- - --- -----10___ -. /--N 31 BY 3 1 /— 9vv 5' DEEP POOL -TYP. PA TOP of SLOPE Z \ 457 D ` v / 3' SY 4' 15 O LAKE Ecc-a F 'w0' 451 \ ---- \\ / 5' 5Y 5' FLATTER CHARACTER 1 3 �( 1 Z 6• 1 LINE O _ / U J 6' BY 6' FLATTER CHARACTER 3 D �-- ? CP2cc w cr - - 0 3 1 POD ) E IP. I \ \ W V J co PA \ 3 co 0 w rA .31 5Y 51 Z = ♦ CP2 f � / Io W I. ALL BOULDERS TO 5E WHITEWATER SITE W/ PERMEON STAIN TO MATCH J EXISTING SiTE 5OULDERS AND SURROUNDING HILLSIDE. U Q _ \ +,1 / ��;' 2. PLACE 50ULDERS WITH ARTISTIC CONSIDERATION TO EMULATE 3 a, _ � - � ♦ `` 1 \\ \\ / / y,--� BOULDERS IN UNDISTURBED HILLSIDE ENVIRONMENT. � z // // r +al 3 MATERIAL,(� CAVi�S �RPMENTS' AND GENERAL INP'1C'I=R�ESr � PLANT _ o PA , P l �/ 'rAll 4. SEE DETAIL SHEET FOR GENERAL 5OULDER DEPTH PLACEMENT. PA A `\ ` / POIB 42- (j) \ / J 401 PA � \ , PA Of CP2 +1'� CP.3� 1 \ \\ k / / / POTTERY SCHEDULE � SYMBOL TYPE COLOR QTY / +2'/J 3 \ 4, ,4t.iG�t �, 1 // .'( / A F-AGN-24 AEGEAN P15ER3LASS TO MATCH 1 `-� l RESIDENCE •a' \ 5 F-AC%N-30 AEGEAN Fi5ERrsLASS TO MATCH 1 1 NNI RE DENCE 4 , 1 E � \ \ .2 .o ALL POTS AVAILABLE THROUGH GAINEY POTTERY. CONTACT JON `7-` WiLL iNGHAM. PH +' (909) 399-8145. 3 1 +21 +1 GENERAL NOTES: I. ALL GRADING AND DRAINAGE TO BE PROVIDED 5Y OTHERS. i \ T.W. 2. ALL POTS TO BE 5Y GAINEY POTTERY (909) 399-8145. 0 0ULDERS TO BE WHITEWATER SITE W/ PERMEON STAIN TO MATCH EXISTING. `a/ //, 3. ALL 8 4. ALL POOL VAULTS TO 5E 5' MiN MUM FROM PROPERTY LINE. USE HIGH EFFICIENCY HEATERS TO ELIMINATE NEED FOR VENT STACKS. \ 5. GRID: HARDSCAPE AREAS OVERLAYED WITH A 4' X 4' GRID ON THIS PLAN SHALL 5E \ LAID OUT IN THE FIELD USING THE GRID. CONTRACTOR SHALL CONTACT LANDSCAPE ARCHiTECt TO REVIEW HARDSCAPE LAYOUT PRIOR t0 FORMING FOR FOOTINGS / OR FLATWORK. EXPANSION JOINT - TYP. (OCCURS AT JUNCTION OF HARDSCAPE t ANY STRUCTURES/COLUMNS) SPECFICATIONS A FELT EXPANSION JOINT SEALED WITH BUTYL CAULK TO MATCH SURFACE MATERIAL. SEE DETAIL SHEET. SHEETO BOOK ■ \ / p SCORE JOINT - TYP. (LAYOUT IN FIELD WITH LANDSCAPE ARCH. FOR APPROVAL) ' / \ / \ 400 SQ. FT. MAX. OPEN AREA. SEE DETAIL SHEET. EDGE � ''aj \ / / __= IRRIGATION SLEEVING - 41# SGH AID PVC PIPE - TYP. TYP. / \ / POINT OF SEGINNINC-� (P05) 41 \ / , #4576 I f IC 1 e— I 1 / � / �41 10 DATE- MAR 24 '06 / r r r / 11 SET NCx 16 19 ' 20 15 12 SCALE:: 1/S' = 1'-0' / GRAPHIC SCALE; 14 13 6P c241 IW 4' 0 z P.1 RE 9'ED PUBLIC WORKS DEPARTMENT CITY OF PALM DESERT 1 MARK NORRIED, MLA, ASLA , y LAND:CAPE ARCHITECTURE Wp ANAMM PLANNING 2=WINTERI111000 DRIVE FULLEMN, CA WIN P (760) 831-1687 F (714) 252-5752 -OlwIP�RIS STONES//3 TT V FRAME OUT OF 2x2 STEEL TUBE TYP 3'-b' MNLANDARCNITECT@AOL.COM E .± OF WALL MITTER ALL CORNERS 4 GRIND SMOOTH po-c FRAME OUT OF 2x2 STEEL TUBE TYP 3'-0' li O P f;b GROUT ALL JOINTS SOLID EXTERIOR GRADE LOCK SET W/ LEVER _ MITTER ALL CORNERS 4 GRIND SMOOTH > 1 I W/ DRY LAID APPEARANCE HANDLE.MOUNT 42' ABOVE GRADE c EXTERIOR GRAPE LOCK SET W/LEVER HANDLE.MOUNT 42' ABOVE GRADE o 2' x b' TA& REDWOOD W/ ROUC�I SAWN FINISH, �� O O C �. IN WOOD EACH SIDE, AND CAP THE EDGES. 0 O MILD CLIMATE OR TO BE STAINED. COLOR TO MATCH RESIDENCE. 2 x b OD REDWOOD W/ ROUGH SAWN FINISH, t0 IN MORTAR AND STONE GRIP WOOD EACH SIDE, AND CAP T� EDGES. • 0 T-� O O TO BE STAINED. COLOR TO MATCH RESIDENCE. COLDER CLIMATES _ Ina PIA STEEL PIN SELF CLOSING iL III=I I =III=I I HINGES TO SECURE TO LAGS 0 0 O 1/2' DIA STEEL PIN SELF CLOSING III-1 I I__ �1 III=1 I I I HINGES TO SEC AM TO A. LAG Boy $' CD o� O SEE PLAN I F. :� I I co FOR MATERIAL SEE PLAN .. II I FOR MATERIAL a► ' =- •'• '�•' a.: . : b' AGGREGATE BASE `.• .. ., -. ::I i : . '.I I.•• , -' - : s _ 1I TWs -4 . ; •' • Z w a • TE I II I 111=1 I 1=111=1 11=1 I 1=111— PREPAReD &JOGRAOE I. •1 I �INATE W/ WALL IIi=1 I I=1 I I-1 11=1 11=1 11=IIi •I I I I• CONCRETE F 0TING — a► : -al I : a . FOOTING I I- 'a l s COORDINATE W/ WALL Y1' WIPER THAN u .I I.• • 'I I• . FOOT INCs THE BASE OF THE WALL 7. w DOUBLE TIER MORTARED STONE WALL GRIND ALL NATURAL INDIGENOUS GRANITE ROCK W/ PERMEON STAIN NATUNATURAL WEAATHETHE RED FINISH. TO MATCH GUARD HOUSE AND BRIDGE WALLS C ALL WELDS SMOOTH. NATURAL WEATHERED FINISH. AT STONE EAGLE ENTRY z 0 �- o Q I U J U w WALL 1/2' 1'-0' 51r.:;ATE ( ENTf;Rv*r ) 1/2' = 1�-�' CIGATE l 1/2� INt�-01 a: I-- lw All, � w GRANITE BOULDER Z Q � FOR SIZES 0 W ION JOINT -I I/?'.; • ALL EXPOSED EDGES o W ALL EDGES SMOOTH TO TCH ARM SLAB OR P IN COLOR AND TEXTURE SLAB' GRANITE �COORDMATE WITH INTERIOR PLACE PORTION OF BOULDER o ON BOND BEAM BELOW EXPANSION JOINT a BBQ - TO BE SELECTED WATERLINE T CH CAP a. SLAB OR 3'-m' — —— PAVERS IN COLOR AND TEXTURE 2'-2 I/2' O� ° 1/2' R • ALL EXPOSED EDGE$ o � SNAKE LIGHT .� ..• 0 o � Z-0 OR GRIND ALL EDGES SMOOTH ° . 0 . o FINISH GRADE OUTDOOR DUPLEX L T PLAN FOR WI tH p� . _ .44 POOL TILE TO BE SELECTED. TO MATCH PEBBLE TECH FINISHOUT Q 0 bxexib CONC BLOCK W/ WL - PLASTER FINISH TO MATCH RESIDENCE a ) I I—III—I I •-..,� In �. •:}- 4' 04 * 32' O.C. 3/4 PLASTER FINISH TO MATCH RESIDENCE e I I I i I - w :k. ?..• . BOND BEAM SHELF TO PEBBLE TEC FINISH .. SUPPORT BOULDER. WATERPROOF MEMBRANE '; �: ;� �:;� COLOR TO BE SELECTED. i BOULDER SHELF TO BE L a e a tl a a G NITE :,�~•.>04 Cam. OF ADEGIU,4TE WIDTH AND DEF''T1�L OARIC COLORED F'LAS .,h + ' STEEL ACCESS DOOR, E SEE PLAN FOR MATERIAL 4 4BEFORE � IS PLCED PAINT TO MATCH PLASTER qY BEFORE CONSTRUCTING MASONRY GROUT SOLID AROUND BOULDERS < STF�IG'I ORAL ENGINEER'S C�1LC8 t0 WALL 4 TOP COORDINATE TO MATCH BOULDERS BE PROVIDED 15Y POOL CONTRACTOR W/ OVERALL OIMEMIONS OF BBGZ PLASTER FINISH > .ENGINEER'S CALC'S TO BE BY POOL NOTE: SEE PLAN FOR OVERALL DIMENSIONS 1/2" 11-02 EIFOOL 5OND 5EAM 5c' . rC) Ef;R 1/21 11-0" FOOL 50NID 5E AI 1 1/21 IN I.-0' 1 f CONCRETE OR PAVERS CONCRETE OR PAVERS SEE PLAN FOR MATERIAL SEE PLAN FOR MATERIAL PAVERS DEPICTED PAVERS DEPICTED SPEC.I RCATIONS EXPANSION JOINT EXPANSION JOINT CONCRETE CAP CONCRETE CAP TO MATCH CO ETE NCR SLAB OR PAVERS IN COLOR AND TEXTURE CONCRETE CAP 1/2' R ALL EXPOSED SHEET❑ BOOK TO MATCH CONCRETE SLAB OR TO MATCH CONCRETE SLAB OR EDGES OR GRIND ALL PAVERS IN COLOR AND TEXTURE OAR RGRIND � EDGES PAVERS IN COLOR AND TEXTURE EDGES SMOOTH. FINISH GRADE WATERLINE TILE I,-b" POOL WATERLINE TILE t0 MATCH PEBBLE TEC FINISH � TO MATCH PEBBLE TEC FINISH ILL UUL - WL WL TO MAT�G 4 POOL TILE ." GUNITE SMELL 41378 O O TERLINE TILE �O Q o.00 - PEBBLE TEC fIN18N - ��/\~ PEBBLE TEC FINISH ;• a• a aLl a t ;a•-• /� • a a•' PEBBLE TEC FIN[SI-L OP 93x COMPACTION •�. .' . . a .•. SPA LIGHT 1'1'P i I DATE: MAR 24 '06 CITE BASE STRUCTURAL STRUCTURAL ENGINEER'S CALLS. TO CALLS.BY POOL CONTRACTOR BE PROVIDED BY POOL CONTRACTOR STRUCTURAL ENGINEER'S CA-CS. TO BE PROVIDED BY POOL CONTRACTOR TILE TO BE SELECTED BY CJU4ER SHEET NOa RECLEIVED CP.2 PUBLIC WORKS DEPARTMENT CITY OF PALM DESERT FOOL 5 1/2' 1'-0' H FOOL EIDGE 1/29 1'-01 J 1/Z' IN 1'-0' i i -T, 80MM WWI IDAWPIS Mu, ASLA V SAND atwT W" Jows MARK NORRIED, t` �SRAWI (W OMAM lROUNDNdCi LMUCAPE AMM ECIURE PLMMM ° 1• NkIiH bTt!lNGkTN 2006 MWERM N DRIVE SAND btttm am FULLERTON• CA 92833 P (760) 831-1597 )CP . O O 4' DENSE AGGIREGATE BASE F (714) 252-5752 O 8' AWBREGATE SUBBASE M MOARCNITMOAOLCOM O suB��ACE BOULDER � PArED (SEE PLAN FOR SIZE) -tl———— -ij-——-- —— �r I H Ell OF POTBAR O DRAtt WI AM SEAL WITH MMMUTHANE. POT CENTER FINISH GRADE taoT I11RKsAT10N STt,MoUT N ��\ j /�/ WE IRR"TM PLAN VEHICULAR (DRIVEWAY) I FILTER CLOTH OVM DRAM aft ""` 4' PVC 8LEEIIE ING SEE FLAN FOR MATERIAL. SUB GRADE E � � o a a MOISTURE B,4RRIER QUIfev DRAINAGE �� (I.)SAND FILL W/ 3' STONE OR PRovIDE ouTLET. -� - SETYMG BED (69)AGGREGATE __ BASE Q I'REPAIaED sl��c�RACE 0 FEDE5TRIAN O Q U W � M J� D <1 ''��''`` NO SCAL �j�-�C� � NO SCALE WNO SCALE O T T � E I W� W J I— co) Cl) 0 w Z Q ° O W m J BUr rL CAULK TO W MATCH SURFACE MATERIAL Q RECESS CAULKING 1/4' BELOW 0. W, EXPANSION MATERIAL SURFACE MATERIAL CONCRETE SLAB SEE PLANW FOR �' U SURFACE MATERIAL ' a. ' v EXPAN510N JOINT Q .. _ CONCRETE BLAB .. 1/4'W x 1/4'D TOOLED SCORE JOINT WV 1/8' RADIUS ON EDGES, f ►. I of,1 y T JOINS" � NIJOINT5 NO t7VJ.'i1LEI _:,_ E _ _ = a z f I SPECIF9CATX:)M SHEET❑ BOOK ■ I 0 CAL1� i DATE: MAR 24 '06 E rt SHEET NCX Pi3B's._IC WG-MKS DEPARTMENT CITY OF PALM DESERT CP.3 i i ♦m III •\• IMU wA u I ON -BA we 1, Wj 4 • - -I -• / / i r I . Aw, - Air-- � i//,� , � � �/ � .�,� � �� -.� �►fit!"" �1 '�!_:� � '� IIr Rif �. .t, , 04_ �' v 1 s IWAk lw� NO �i��r�►•A, ,�ow ir � `'� `fir, --''__-, ^ - �►�'��,•f� � `r� •-� ; �► III :��,r r , , Iv_ , :t � I m lip w ��r ��) � � (� ��� ��/ � � V�► ��► �) "� lip ',`��' �/i� :*;, a� ��► i--MA .� •. �� NOWN, WA • - •, �� �/ II 0—•- ��IA R ,& •► WWR 01 17 `F i Of WWI' rWITON zVe IMP ► , fit of fu SRI WAO PP- l� �� i ���� `�,.• r►..�� .,.., J / / I • n.• — — — — i rj NONE]M- 1 ow • •/ • • �• • - li ` ��� �� �1 / w i� • • • • A �i II. � • — —; — • • r � ♦ �/ �- �1 /!�►�. / i i I �,r .. . r r r �/ • �� % �, / �•y • • • • �, (,yam - ♦ • • r ♦ ♦ r - VA - • r • �/ I �� / �r • i �� • • • - - so • • // • �wooIN ���� �I f� `� �. • - •• �•� _ Ar `r J IFrA 1,171 ., _ f — — r �/ • �i - -• 2 1 1PTdI A fox - �� OR Sr +I ' • F I r TOP ROOT GRADECROWN PLANT PALM SO THAT AXIS 16 PLUMB MARK NORRIED, MLA, ASLA �D°D WATER BASIN. PLACE DECOMPOSED LMUCAPE ARCNITECTU E GRANITE ON SURFACE BUT NOT AT PLANNM D AVOID STAKING NK INTO TREE SHRUB TRU o D ° p CANOPY. STAKE At THE POINT _ � DNiYE NT�U�oOD D%D D TREE IS 'BENT' AND CUT OFF ° ° ° ° ° FULLERTON CA UM D EXCESS STAKE ABOVE BENT POINT , •o 0 � P(7i0) 831-1597 Ott D D F{714) Z5Z-575Y p p ° 0 T CTION OF °b �' ° FINISH GRADE MNLANDARCNITECT AOLCOM kDoN CUT OFF OP SE ° @0 DD ° ° o ° ° 'o TOP OF ROOT CROWN STAKE DAMAGED FROM HAMMERING3 °o ° AT FINAL D p TO ° g 8 4 ° o ° NAL GRADE p 0 0 0 D TO PREVENT DAMAGE TREE p ° ° D (2) 2 Y 2 Y 6 -0 REDWOOD�n B B WAT ASIN. AC OS 0 D ER � PLACE DECOMPOSED STAKES OR LODGEPINE POLE j :,i: ' '� .` SITE ON SURFACE SUT NOT AT - DEPTH OF ROOT BALL SHRUB TRUNK CINCH TIE OR EQUAL15 - — _ =F' i'N- °- y• — - — To MO VE .ALLOW TREE VE 0 J •t• p , :�-. NATIVE SOIL ROOT ZONE F D TOP OF ROOT CROWN I =: _'_ D AT FINAL GRADE -I — - — BACKFILL MIX — I= T NA I SO IL L �.� —FINISH i `i GR ADE L. ASIN. AC DECOMPOSED 1I— WATER B PLACE DE P BACKFI MIX m LL ut ISTUREED � GRANITE ON SURFACE BUT NO UND T AT TREE TRUNK NATIVE SOIL } F NISH I GRADE PLANT AT SAME GRADE ITAS GROWN IN FIELD 1IIII- a OF ROOT BALL BALL ROOT - -- -- T' ' i •- '�E: .: I�'-�•",r. •� I ., .." "::':: _ i` • '" NATIVE SOIL BACK.FILL MIX NOTE: PLANT PIT 3 TIMES I ( i _--I ( I I �— DISTURBED WATER BASIN. PLACE DECOMPOSED OF ROOT BALL i—III—III NATIVE SOIL GRANITE ON SURFACE BUT NOT AT WHERE SHRUBS ARE GROUPED, PALM TRUNK 2 -3 DIA. HOLE N EXTEND WIDTH OF HOLES NATIVE SOIL SO THAT SOIL MIX IS BACKFILL MIX —PLANT PIT 3 TIMES DIA. OF ROOT BALL CONTINUOUS FROM PLANT TO PLANT. BAFML CACTUS PLANTWG DETAILTAMP 4 WATER-SETTLE FINISH GRADE KEEP SOIL MOIST, NOT WET C WHILE PLANTING UNDISTURBED J F NATIVE SOIL ADCXJBLE STAKE TFEE DETAL _ Q Oa 22C BOX RD LMXM(ONLY STAKE F ICED) I w ZIA I ,:';<..: •: /' ""� :,H:�.; J V IS W �E :.: �-: - .•t .: : ..: _:.. III I � -IIIII � � II�I ,;, Illlil�► � ��� ► ►�111=1 � �� � LU Z Qo TOP OF ROOT CROWN ROOT BALL ...� W TOP OF ROOT CROWN AT FINAL GRADE AT FINAL GRADE 3 x DIA Z a w OF ROOT BALL z 0. WATER BASIN. PLACE EC )MPOSED WATER BASIN. PLACE DECOMPOSED GRANITE ON SURFACE T NOT A T HT. GRANITE ON SURFACE BUT NOT AT SHRUB TRUNK PALM TREE DETAIL 0 SHRUB TRUNK D ROOT ZONE i ROOT ZONE : 4. NATIVE SOIL '` FINISH GRADE NATIVE SOIL FINISH GRADE BACKFILL MIX BACKFILL MIX :1I 141ffil — UND1S ED UNDISTURBED I I I ; - I NATIVE SOIL NATIVE SOIL �2'-3011A. HOLE CITY OF PALM DESERT /3 HT. LANDSCAPE INSPECTION SCHEDULE F OPLWM PLANTING DETA& , E OCOOTLLO PLANTNG DETAL 1) SLEEVING / GRADING PLANTINGS NOTES A. SLEEVE DIAMETER, TYPE, DEPTH, AID LOCATION. B. SOIL SURFACE DRAINAGE, ELEVATIOW, AND TRASH (INCLUDING WEEDS AND RUBBLE). 1• LANDSCAPE PLANS ARE DIAGRAMMATIC FOR CLARITY OF READNG. PLANTING IS TO BE TOP OF ROOT CROWN ADJUSTED IN FIELD. AT FINAL GRADE 2) HARDSCAPE / BOULDERS - COBBLE 2- PLANT QUANTITY LIST IS PROVIDED FOR THE CONVENIENCE OF T14E CONTRACTOR/CLIENT AND WATER BASIN. PLACE DECOMPOSED A. SIDEWALK AND WALL LAYOUT IS NOT INTENDED FOR ,ACCURATE BIDDING PURPOSES. GRANITE ON DACE BUT NOT AT 5. UTILITIES LOCATION. SHRUB TRUNK C. BOULDER TYPE, SIZE, WEIGHT, AND PLACEMENT. 0 ° °O; ° 3) IRRIGATION SYSTEM ROLIGH - IN 3• MOUNDING AND ROUGH GRADE TO IAOFT. TO BE PROVIDED BY OTHERS. FINISH GRADE TO BE PROVIDED BY LANDSCAPE CONTRACTOR. °o °+�° INI84 GRADE A. GH H LOCATION. TRErI DEFT AND fO 5. PIPE SIZE AND CLASS CalNATIVE SOIL 4. WHERE MOUNDING OCCURS ADJACENT TO STREET OR WALKS, WALES SHALL BE FORMED ( ( I I °° 'Uri Q RACK ILL MIX C. PRESSURE TEST (125 PSI FOR 6 HOURS). ALONG THE STREET OR WALK TO CONTROL IRRIGATION RUN OFF. -III=III -1 I °��f"' •_': V �:~: ' DEPTH OF ROOT BALL 4) PLANT MATERIAL (TREES AND SHRUBS) S. BEFORE ANY PLANTS ARE LOCATED, ALL PLANTED AREAS ARE TO BE GRADED IN AN ACCEPTABLE MANNER TO ASSURE POSITIVE DRAINAGE. —1 ;1" �: `j '= '� A. CONDITION a _, ,; : - -_— UNDISTURB TYPED C. PLACEMENT 6• WHERE CIRCUMSTANCES PERMIT, DO NOT PLANT TREES CLOSER THAN 3' (THREE FEET) TO I _ 1 ) Q I—?=�_ NATIVE SOIL sPECIRCA.noNs EDGE OF PAVING, HEADERBOARD OR ROOF LINE. 5) CROUNDCOVER (DECOMPOSED GRANITE) -I -1111 III l- A. TYPE sI-IEET C7 ®ooic ■ '1. CLOSER THAN 3(TH T) TO WHERE CIRCUMSTANCES PERMIT, DO NOT PLANT Sl-IIRUBS L SER REE FEE AN EDGE OF PAYING OR HEADERBOARD, AND 30' FROM LANDSCAPE LIGHT FIXTURE. B. DEPTH AND SPACING OF ROOT BALL C. COMPACTION NOTE: PLANT PIT 3 TIMES TE 6) FINAL S• REMOVE ESPALIERED PLANTS FROM THEIR TRAINING FRAMEWIORICS AND ATTACH TO THE WALL � OF ROOT BALL AGAINST WHICH THEY ARE PLANTED. ATTACH PLANTS IN THE SAME PATTERN IN WHICH THEY WARE SHftBS ARE GROUPED, HAVE BEEN TRAINED. EXTEND WIDTH OF HOLES A. IRRIGATION: �� SO THAT SOIL MIX IS to VALVE, BOXES AND WIRING 9• IF REQUIRED, THE OWNER OR OWNER'S REPRESENTATIVE SHALL SUBMIT PLANS TO THE CONTINUOUS FROM PLANT ii) CONTROLLER OPERATION ,AND SCHEDULE F 1 0 TO PLANT. III) SPRINKLER, BUBBLER, AND/OR DRIP EMITTER TYPE, FLOW RATE, AND �► CITY PUBLIC WORKS DEPARTMENT, C0,4CHELLA VALLEY WATER DISTRICT QUANTITY PER PLANT. cam' i WA DISTRICT (IF APPLICABLE) AND LOCAL AGRICULTURAL AGENCY (IF USING TER D TR , QUARANTINED MATERIAL), PRIOR TO BUILDING AND SAFETY PERMITS. KEEP SOIL MOIST, NOT WET ) OVERALL OPERATION 5. TREE STAKING DATE= MAR 24 '06 I0. MAINTENANCE PERIOD SHALL BEGIN WHEN OWNER'S REPRESENTATIVE DETERMINES THE WORK SHR(JB AI D TI E PLANTING ON ELOPE C. OVERALL TO 13E SUBSTANTIALLY COMPLETE. MAINTENANCE SHALL BE ACCORDING TO MAINTENANCE PROGRAM (`,.� PROVIDED BY THE DEVELOPER. IF NO MAINTENANCE PROGRAM 16 IN EFFECT UPON SUBSTANTIAL T IVD: COMPLETION, RE! E R TO CITY OF PALM DESERT DESERT FLORA MAINTENANCE GUIDE, VOLUME ONE, 2005 EDITION. LAND5CAFE IN&FECTION SCHEIDULE I NOTE5 CI'i"''I'' OF PALMDESER.T FLA� IIK I ING:; G PP,2 RECEIVED i a PUBLIC WORKS DEPARTMENT CITY OF PALM DESERT IRRIGATION SCHEDULE SPECIFIC DRIP IRRIGA "ION INSTALLATION NOTES iMSTM'LAT®M�ATMIIe ueAtE ">,.1s 1MNDIIRD cIbIC 1t A!'M�MIALLY M1eTMATM{D IWITME{t ueAm 4"NWC*M cum MIt MIONTM.Y. MARK NORRIED, MLA,ULA L SrACME!MN NYhLY ARAM IK.AMM NhM11'!Id At 011'1'8b!GIB I�0�0'f i�r11.1. i.AMSCAPS AV41MAYM�L IN SCHUX D 01170 !N uo�o0 F"AND&W AM LMMAAIEANNNITECTURE --�� TO AV�OO MN4�& M14ECTIONEI'ON TM MAN STlK TO AM MO 1111l16 ATMk1t E2 ANG TI'!6 orww IISC oft 10N TlMM"lRATI4IE. STATION PJJN MIS(M IAM MR CYCX.UU JAL Im MWCN AFR MAY At* M-Y AUt>M. on". OCT. NOV. ORG 20M WINTER11000 ORM 2. =ALL FFMr01 AND MMID TO OMIJVLR In WATIEI>Z At AN AOl"ll FI1�IE#IM,TO TIE LASt STATION Oft w MML w"K 20"M 20 MK 21 MML 30 MIN. 30 MK 30 M01. 20 MML 20 MML W MMK to"K FULLERTON,CA 02M MMMI1tlIt ON A LAtl1RAL. 'TA IM 111,10s 30"K 30 M W tft ""K 60"K 90"K W"k W"K "MR ""k 3ID t°k 30 T'IK Ui-15V _? STATION TWM M 20 MIN. 20 MN. 36 MN. 0 MIN. 316 MIN. w MIN. °.�MM. w MIN. w MN. 313 MML W MIN. 20 MIN. F 714 25Z-5752 3. SIZE ALL COMPONENTS NMWM TW VAL�I�,1"ILIM WAS&M PECA .ATOK PM°NG,AND TtdM TO 2 M - ACEIM:vE a PIQESSURE LOSS of 10 PEI�TITOt LESS At tI�END of TEE SYSTEIM. 8tatloN FOIE m N. 20 Mk 3E3 MIN. 313 MN. 3"MMJ. E3®MIN. 50 MIN. &0 MN. 3E3 MN. 38 MMJ. 20 MN. 20 MMN. MNUINDARCHITECT@AOLCOM - - STATION FIbE: S M1Mr. B MN. 3®MIN. 3®MN. 30 hIMV. 4®hSl. 4D hlMl �MIN. 30 MM. 30 MN. MS MIN. 15 MN. 4. EMITTER FIFE SUM CHAWs STATION SpCs 60 MN 60 MIN. w MN. W Mk W MIN. 2 Nft 2 4M 2 4W w MIN. w MN. "MN. 6®Mk A 11FOOMNOY FOR EAC14 STATION(MR PAYA 0 t0 Im GPN '%- 3/4'10" IN t0 3"w" STATION ONEis 1 1 I I I 1 1 I I 1 I 1 1'PIPE 361 t0 840 Cti!°MI 6TaT10N Tt{IOs I i-V4'FM°E "I t0 1440 041 STATION TFIMs 1 1 { I 1 1 1 I 1 I 1 1 STATION FOUR= _ STATION FIVE: I i 1 1 I 1 1 1 1 1 I 1 ��/ - / _ g=/ �■ STATION SI)ej GENERAL IRRIGATION INSTALLATION NOTES L SPRINKLER (DRIP) IRRIGATION PLAN IS DIAC5R4MMATIC, FINAL LOCATION OF PIPING WILL BE DETERMINED AT TIME OF INSTALLATION. /^ MAINLINE AND LATERALS SHALL BE PLACED IN SAME TRENCH WHEN g ALL TRENCH 15441CFIL.L SOIL SHALL BE C4-EA14,FREE OF ROCKS, POSSIBLE. EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN TRASH,GLASS, SOLVENT AND CEMENT CONTAINERS AND RAGS. �- 1 \\ / • �� CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTED AREAS. CONTRACTOR SHALL COMPACT ALL TRENCHES TO A DENSITY EQUAL TO THE UNDISTURBED SOIL AND SHALL BE RESPONSIBLE FOR WRIINGSING 1 / ® 2. INSTALL TREES ON SEPERATE VALVES AS INDICATED. TREE LATERAL ANY SETTLED TRENCHES BACK TO FINISH CRA M. LIDS ARE SHOIIN AS DOTTED FOR CLARIFICATION ONLY. CONTRACTOR SHALL FLUSH ALL PIPE LIDS PRIOR TO INSTALLING 3. INSTALL ALL EQWPMENT AS SI-IOUJN IN DETAILS. ALL EMIPMENT °� � 1 SPRINICL.ER (DRIP) IRRIGATION HEADS (EMITTERS). 7� QUI NOT SPECIFIED t RE RED BUT 8PE ED ON HE DRAWING SHALL BE PROVIDED ® � dY THE I RGATIONCONTRACTOR. 1 \ ALL EQWPM'dNT SHALL BE INSTALLED IN ACCORDANCE WITH lO CONTRACTOR SHALL INSTALL VALVE BOXES AT GRADE OVER ALL - = MfANLIFACTLREWO INSTRUCTIONS AND SPECIFICATIONS. ELECTRIC VALVES AND INSTALL ANTI-DRAIN VALVES AS NECESSARY TO PREVENT LOW HEAD DRAINAGE EROSION OR DAMAGE. F- 4- BACKFLOW PROTECTION UNIT(S) SHALL BE INSTALLED IN ACCORDANCE 0 WITH COACHEL.LA VALLEY WATER DISTRICT. 1L CONTRACTOR SMALL ADJUST ALL (EMITTERS) AND VALVES FOR PROPER OPERATION AND COVERAGE. r - , 5. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER 10 I` I I 120 VOLT POWER FOR CONtROLLEWS) IS TO BE PROVIDED BY OTHERS J I {P DURING INSTALLATION. O• ON A SEPARATE CIRCUIT lSREAKER. IRRIGATION CONTRACTOR SHALL Q BE RESPONSIBLE FOR MAKING COhINECTIONS TO CONTROLLER, ALL MAINLINE PIPING SMALL HAVE A MINIMUM OF 100 COVER (24' CONTROLLER FINAL LOCATION SHALL BE DETE INED Y 'S RM B OWr1ER � W ac UNDER ROADS AND STREETS, AND 24' IF MJBWR RING SEALED AUTHORIZED REPRESENTATIVE. w - / Z • \ PIPE) ALL LATERAL PIPING SHALL 06 TRENCHED A MINIMUM OF �'� '- �✓ 12 DEER ALL CONTROL WIRE UNDER DRIVEWAYS AND 13. VALVE dOXEB to BE TAN IN COLOR. z 8 STEETS SHALL BE SLEEVED IN A PVC PIPE. LATERAL PIPING W 1,�� 1 i .- • GOING DRIVEWAYS AND STREETS SHALL dE SCHEDULE 40 PVC. µ LANDSCAPE CONTRACTOR SHALL REFER TO SPECIFICATIONS FOR 0 DETAILS, STANDARDS OF MATERIALS AND WORI4NANSHIP. ALL. WORK SHALL CC T. ALL VALVE CONTROL WIRE SHALL BE INSTALLED IN SAME TRENCM BE E111110IRM0 BY A CALIFORNIA LICENSED LANDSCAPE CONTRACTOR, F�I 1 WITH MAINLINE WIEVER POSSIBLE AND SHALL BE SOLID W All 014, TYPE UP, DIRECT BURIAL WIRE, USING SNAPTITE OR 15. LANDSCAPE QPNTRACTOR SHALL CARRY WORICMAN'S C X-NMENSATION AND SCOTCH-LOG WIRE CONNECTORS. PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE AS RE6>1.{IRED. -- Z 6A / 1456 IRRIGATION LEGEND v SYMBOL MANUFACTURER 4 MODEL PSI CxPM DETAIL REMARKS .. 13 RAMBIRO XB-10PC EMITTER 20 1.0 GPH E USE EMITTER FOR VERY LOW AND LOW WATER NEED SHRUBS. 5 AUSE EMITTER FOR LOW/MODERATE AND 11146- ■ RAMBIRO XB-IOPC EMITTER 20 2.0 GPH E MODERATE WATER NEED SHRUBS. USE FOR LOW THROUGH MODERATE WATER NEED TREES. THREE EMI TTERs PER TREE. SPACE M TRIAGULAR PATTERN. `� /' RAINBIRD 1402 PALM BUBBLER 30 30fd CaPH C� USE LER FOR MODERATE/HIGH AND HIGH WATER NEED PA-MS ! 4A / Q RAINBIRD ClUICK MAK-MG VALVE 1#=' EL 3RCol J "" 3 4 20 \ / F RAMIRO XCZ-10000M CONTROL ZONE VALVE F A F F 40 ■ / 4 J 3/4' HOSE THREAD END CAP FOR FLUSHIWs C A / ® RAMBIRO ET BASED CONTROLLER B MOUNT IN TRASH / AC ENCLOSURE .�► •\ 3 4 1 2Illow-01111RAINBIRO BVI00FP FULL PORT BALL VALVE D J z \� > � ' REDUCED PRESSURE BACKFLOW PREVENTER MODEL RP-QT A METALLED 8Y CVUA� .� MAINLINE 2' AND SMALLER USE SCH 40 PVC PIPE. 0 a 2 1/2' AND LARGER USE CLASS 30 P'oC PIPE WITH H \\ WITH DEEP SOCKET SC 4 40 FITTINGS. { / / LATERAL LINES CLASS 200 PVC PIPE H SLEEVING 2 TIMES SIZE OF PIPE. USE SCH 40 PVC PIPE. t \ i� VALVE STATION / VALVE SIZE A cam►/GPH AMONS / SHEET❑ BOOK �, 2A IN " � • /i POC 3/4 E tulT�-I 1 456 VERIF 51Z LOCATION IN FIELD) F ' Imo" • F OF CAtit� 9 10 1A ' / DATE: MAR 24 'CC 1 10 » 18 I6 12 20 19 I5 T NOS 14 / SCALE: 13 � GRAPHIC SCALE 1p-1 24' 1&, S' 4' 0 RECEIVED m AY 8 200 PUBLIC WORKS DEPARTMENT CITY OF PALM DESERT % 1 r; O1 COPPER UNION 1 3 (1 OF 2) 1 FINISH GRADE,/TOP OF D.Q. ' 2 OUTSIDE WALL-) j' 2 END" HOSE THREAD CAP FOR FLUSHING t006 REDUCED � BACKFI�OW 3 PREVENTER: O3 VALVE BOX. 8-NIK1Fl Sr1!E, �� �: MODEL RP-QT TAN COLOR. P 1 I j 4 �3 COPPER MALE O4 4-INCH MINIMUM DEPTH OF F ADAPTER (1 OF 2) O 3/4-INCH WASHED GRAVEL MAN 1 RAIN BIRD ET BASE CONTROLLER 4 SU P OUTDOOR WALL MOUNT � 5 0 COPPER 90' ELL ® 5 O PVC SCH 80 NIPPLE (1 OF 4) O 1.5-INCH PVC SCH 40 CONDUIT 6 (LENGTH AS REQUIRED) COPPER PIPE AND FITTINGS _ (�I�) 6O BRICK (1 OF 2) 12" ©TO O GRADE 0 WIRESVALVES REMOTE CONTROL Q PVC SCH 40 ELL Maximum Water Allowance tMWA1 6 D PVC MALE 4 JUNCTION BOX 7 0 PVC LATERAL PIPE 1�r Ine b ' ADAPTER 2 5 1-INCH PVC SCH 40 CONDUIT 7 TO POWER SUPPLY O#4 REBAR STAKE WITH Square Footage Calculations ®IRRIGATION 9 STEEL GEAR MAINLINE PIPE 4 e STAINLESS R j Trre SYSTEM le a root o Y O COPPER FEMALE 3 (30SUPPORT I N H MIN. LENGTH) Total al W■erfeet Square tuure Square rootage ., • . 10 9 8 ADAPTER Total Landscape Square root 5898 i 10 COPPER PIPE FROM 5 zone No. Eto WatitrAdj. Total Conversion Factors Total ' Factor Sq.it 0.62 748 MWA POINT-OF­ CONNECTION �, 2 66.82 0.5 0 0.62 748 0 1. INSTALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES AND HEALTH 1 57.01 0.6 5899 0.62 748 138 s7sa930 DEPARTMENT: VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION. 1. FU I FITTINGS AND PIPING NOMINALLY SIZED 3a 75 os o 0.62 748 0 T1CAL TO NOMINAL QUICK COUPLING VALVE ; 3b 68 0.5 0 0.62 748 0 a 93.9 0.5 0.62 748 0 B AUTOW%nC CONTROLLER S. Estimated Water Use LANDSCAPE DRPLINE FL� POINT Total Number of plants 343 CNumber o1 ants teaW use �6 of Total Landscape �guare Footim BACKFLOW PI�yENTOR "T� env cm) 2�ow,Mod 0.844 M.6w 3483.313 Aj 3 Mod 0.008 33.984 4 Mod/Hi 0.000 0.000 5 High Q 0.000 0.000 6 Low Trees 3 � 0.012 50.975 7 Low/Mod Trees � 0.004 16.992 8 Mod Trees 9' 0.016 67.967 9 ModlHi Tree 0,000 0.000 10 High Trees ":Fd 0.00 166.909 ta♦� Total SHRUBS PlaMllnig"M SystonType: Zone Iry Eff. Area Seasonal want Factor. ? ;; 1 Low Shrub ' season Zeal EPo PMt conversion Factors Eatirr,eted VAN, Fader sq.ff. 0.82 748 Irri:Ef. Water th 12.54 13 0.62 746 0. 8. I 34.77 0.2 3483. 13 0a2 748 0.9 22.30 22 Q ar-vantar 9.7 0.2 3483. 13 0.e2 74e 0.9 6.22 TOTAL 36.0 VALVE BOX. 6-INCH SI Planet s irr.EtT. Area Seasonal want Fodor. ■ 1 1 2 LowlMod Shrub TAN COLOR. Vohs Factor ea e. 0.02 749 ed.Ee. alter ur• '� Season Zonal Eto Plant Area Cer"ersiar Fedora Estimated 1 XB-10PC EMITTER 1 PVC SCH 80 NIPPLE (CLOSE) 2 a PRESSURE COMPENSATING 1 . 0. ,86 0.62 716 os 1.16 23 FULL CIRCLE BUBBLER 3a.z7 0.35 26s.6s o.62 746 0.9 3.23 2 VALVE BOX WITH COVES ( Fall Mbar s. 0.35 M. 0.62 74e 0.9 0.90 S RAINBIRD 1400 a. X X X X X X __ 24-INCH SIZE. TAM„{COLOR. AL - X X X X X X X X 2 O2 POLYFLEX RISER: 3 ID TAG X X X X X X X X X x 3" MAX. (.LENGTH AS REQUIRED) 4 WATER PROOF CONNEN BIRD PFR-12ODNl Q MMODEL PA-80 RAIN BIRD Planter SpraWBubMdp zone irr.Ee Area . Seasonal wantFaOt� X X X X X X X X X X FINISH GRADE/TOP OF D.G. 7 6 5 4 3 2 1 (1 2) season Zonal Eto Punt Ara conversion Factors Esi�rrsied �i 1 sa>re4 Mod S rub X X X X X X X X 3 O TOP OF D.G. O 30-INCH LINEAR LENOR OF Vsiue Fads e. 0.62 748 Irv).Ef. Wdar flee X X X X , . ..- $ O 34,77 0.5 33.984 0.02 746 0.9 0.5a O FINISH GRADE WIRE, COILED 3 FINISH GRADE / TOP OF D.G. 12.54 0. 33.W4 0.02 74e a 19 4 6 FINISH GRADE 'TOTAL a7 0.5 33sea oa 746 os o.15 / O POP-UP SPRAY SPRINKLER: �� ■- @5 1/2-INCH X POLYFLEX RISER 8 7 TOP OF D.G. �.r 4 ADAPTER: RAIN BIRD FRA-050 3" N 1 = \/\// \ // RAIN BIRD 1804 9 8 PVC SCH 40 COUPU � �\ \ �, PWWtrrpmWBsvatem type Lode In Eff. Ara Seasonal want Fader: OPVC SCH 40 TEE OR ELL - ��// //�/� 4 ub/Dft1 o-uo0 a ModEsfasmtsif M ts Shrub 10 '� 9 PVC SCH 80 NIPPLE �� r�\ season Zonal actor 0.� conversion748Fae�" Ira.Er. Water use 7 PVC LATERAL PIPE I (LENGTH AS REQUI O PVC SCH 40 TEE OR "ELL I 12.54 os5 oez 74e o 10 PVC SCH 40 ELL 3a.77 0.65 0 o.6z 746 0 TOTAL 9 r-hater 9.7 0.65 0 0.02 748 0 10, 11 PVC SCH 80 NIPPLE o 00 ■ HANDLE •ems s• PRESSURE SUPPLY LINE �Q�- o LENGTH. HIDDEN) 6 PVC LATERAL PIPE I f + f•4• 7j•� PVC SCH 40 ELL 5 O PIarNllnigatlat systarr Type: Lot» trr.EM Area Seasonal want Facto: 3/4" 12 PVC SCH 40 TEE OR 1 O.D00 5 Hi h Shrub MINIMUM 4" DEPTH 13 BRICK (1 OF 4) Vale Factor as e. o.6a 748 W.Elf. Water Uss •• awes soma Zonal Eto Overt Area 12.54 0.8 0 0.02 748 0 • 3.0-INCH MINIMUM OF 39.77 0.8 0 0.62 748 0 • 14 • � 5 6 at-Wrlar s.7 0.6 0 0.62 74e o RAINBIRD BV100FP 00 18" :ej•• ••. FULL PORT BALL VALVE g 3/4-INCH WASHED 1 VEL � 'TOTAL o. PVC .r�-LL V 11 12 13 14 15 16 17 18 19 15 PVC MAINLINE .•e= . fe' �' �'E ADAPTER 7 16 CONTROL ZONE KIT: RA 1 BIRD TREES _. MODEL XCZ-075 • ..• 17 PVC SCH 80 T.O.E PI■rMrrigatlon System type LOae kr.Etf era saasaral Plant Factor: •S J ••• . • • • • t 0.9:.7i SOA7S 6 Low Tree aftt • f i��•`i N ea; e� j•g"'i r+ Samoa Zonal Eto Plait Me Conversion factors Esamted 18 PVC SCH 40 COUPLING Valera Factor a, 0.62 746 IrtL Elf. Water Use a 19 PVC LATERAL TO EMBT .S �.n 0.2 .97. o 02 48 0.9 0.32 •• ,i_voter 9.7 0.2 50.975 0.02 748 0,9 0.09 BUBBLER { rorAl ass X 3MAIM ZONE KIT G FULL PORT BALL VALVE ' �p �am�a� ^. PlergArtfgMiort Syawn Typo: LOirs Irv.EB. Ara SoasoriM want Fedor: _ D iaa�aa■ ■ER DEVICE F �,. , vale Factor 1� 062 .. 1679 a2 Mi.ER. �WOW the 0 season Zonal Eto PWd Ara t?omersion Factors EsBeratod E " 34.T7 0,36 16.992 0.62 748 0.75 0.22 12. 0.35 0.02 746 U. 0. TOTS 9.7 0.35 18 992 o,sz 748 0.75 0.06 0.36 ' -- PI■rMrrlgalton System Type' LoM Iry EH Area Seasonal Plant Factor Y' 1 r> -�: S Mod Tree I 8amarr Zonal Etc plant Ara Conversion Faders Eethrrtod vats. Fads 0.02 748 Nri.Ea. 4Maer we i s 12.54 M5 0.62 746 0. 0. 34.77 0.5 7 0.62 748 0.75 1.30 ,r Water 9.7 0.5 7 0.62 746 0.75 0.36 �; TOTAL 2.13 PlantllI dgatbn Systant Type• Lm� irr.Eff. Area Seasonal war trt Factor: Spnilifflubillkip1 0.75 ;: 0.000 9 Mod/High Tree Season Zonal Eto Plant Arw Coremsion Factors d Vat" Factor i 0.42 746 Ind.a f. Water Ilea SPrio 12 0 0.62 748 0.75 Sumter 34.77 0.65 0 0.82 746 0.75 CITY OF FALM DESERT a wtt« 9.7 0.65 0 0.62 74e 0.75 TOTAL 000 LANDSCAPE INSF" TION 804EDULE PIaMIlrrlgNfon s"%--Type' LBRa Iry Eff. Ara Seasonal Plant Fedor 1 87E 10 High Tree Season Zonal Eto Ptat Ara.. Coraersierrfadars EdNMed vaWe Fedor IL 0.62 718 1rti.Ea. Waw use Spr4p 12. om 74e .7 2.0 74 1 2 3 O FINISH GRADE/TOP OF D.G. ee-Wntor 9.z o.6 186. 0.62 74e o.75 too SECTION VIEW 3a.n US 186. 0az 74e 0.75 1.60 NG VALVE' MAINLINE. LATERAL, MAINLINE LATERAL WIRING IN O QURAIN BIRD PUMODEL 3 RC 1) SLEEVING /GRADING ear AN WIRING IN PIPE PIPE CONDUIT Total Tree And Shrub 55.15 PIenUlrtigatlonSVOUMType- Loy■ Irt E4 Ara SWsonalPlantFador D 3 VALVE �X WITH COVER: A SLEEVE OlA1NETER 71'f'E,DEPTH,AND LOCATION. t 0 11 Turf THE SAME TRENCH 6-INCH SIZE. TAN COLOR PVC SCH 80 NIPPLE SOIL SURFACEDRANAGE,ELEvl1TUNS,AND TRASH (NCLL�NG WEEDS AND ). V" Factor Os2 748 im.Ee. Wrier use LENGTH AS REQUIRED Sean Zorlel$to Overt� Ara o 0,62 conv�on Fad«. Eatin"ted O \\ \ 4 ( DEPTHINCH MINIMUM ) 39.z7 o.s 0 0.02 74a 0 e0 \\ 0 \ \ /\\/�\\ \ 5 O 3 3/4-INCH WASHED GRAVEL OF �) D SCAPE /SOLLOOM - CO�'B 'T wtter s.z 0.76 o oaz 746 0 TOTAL 0.00 \ �\ \�//�� �•/ �i� O BRICK (1 OF 2) A. 61DEWAL K AND WALL LAYOUT Total Turf 0.00 7 PVC SCH 40 STREET ELL S. UTILITIES LOCATION. 6 O a t3O DER TYPE,SIZE,W E*W,AND PLACEMENT. Waterfeature 1 1 0 12 Moving wanterriga0at SVstem Type: LoiK Irt.Elf. Area Seasonal want Fedor: PLAN VIEW S PVC SCH 40 TEE OR ELL season zonal Eto r� Am We o.6z Conversion Factors Ito.Es. WY OW use WIRE W/O CONDUIT 9 PVC MAINLINE PIPE 3) IRRIGATION SYSTEM IaOLIGtI•I - Mdee 12.54 1.2 0.02 746 suramer 34.77 1.2 0 0.62 746 1 4 fr atMer 9.7 1.2 0 0.62 146 1 j A IIQEAIGH DEPTH AND LOG4TION. TOTAL o.00 $P[�. A'n( 13 PIPE SIZE AND CLASS Total Waterfeature 0.00 i C. PRESSURE TEST(as PSI fOR 6*xm). 55.15 10 PVC SCH 40 ELL. 4) PLANT MATERIAL (TREES AND SWF4 38) Total Estimated Water use } 11 2" x 2" REDWOOD STAKE W/ A CONDITION RUN WIRING BENEATH ALL SOLVENT WELD TIE A 24-INCH LOOP IN STAINLESS STEEL GEAR AND BESIDE MAINLINE. PLASTIC PIPING TO ALL WIRING AT CHANGES CLAMPS OR EQUIVALENT TY1`IE TAPE AND BUNDLE AT BE SNAKED IN OF DIRECTION OF 30' SUPPORT SYSTEM C. PLACEMENT 10-FOOT INTERVALS. TRENCH AS SHOWN. OR GREATER. UNTIE 11 7 10 9 8 7 AFTER ALL CONNECTIONS NOTE: 5) (DEC MPOBED GRANITE) NOTES: �� BEEN MADE. 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO 1. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH CLASS 200 PVC TWICE THE NOMINAL QUICK COUPLING VALVE INLET SIZE. A TYPE � �4676 DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN. 8 DEPTH AND SPACING • 2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. Q COMPACTION OF CAZ+1�i H PIPE AND WE TRENCHING C LICK-COUPLING VALVE A I r�etc,�►TI &�,BOXES AM uftrx J rr) CONTROLLER OPERATION AID �:I�EDULE III) SPRINKLER�LEK AV/IOR DRIP EMITTER TYPE,FLOW RATE,AND _ DATES MAR GTLIA10TY PER PLANT. IV) OVIPALL OPERATION V) AS BUILT B. TREE STAKING C. OVERALL N0- L AND 5GAFE IN5FE CT I ON 5CHE D UL E CITY OF PALM DESERT 1P.2 RECEIVED M AY 8 2006 PUBLIC WORKS DEPARTMENT CITY OF PALM DESERT -T, MLA, ASLA MARK NORRIED, LANDiCArE AI�NRECTIIRE LOT LI N E i o � �MnNTErw000� FRLErrON,CA UM F(Tool 931="day \ MNLANDARCNITECT@AOL.COM I LIGWTING NOTES: 1. Lighting Plan to be submitted to the City of Palm Desert Planning Department for approval prior to installation. 2. All fixtures shall be mounted on a Perma-Post . 3. All fixtures sha I I be controlled with Photocell 'ON', Timer 'OFF' with manual LAK -^ override. Equipment locations shall be determined bg the owner. a° ° / 4. All fixtures available through Focus Industries. www.focusindustries.com • �\ LIGHTING LEGEND SYMBOL FIXTUIM DESCRIPTION LAMP TYPE FIXTURE COLOR QUANTITY TOP OF SLOPE FOCUS OL-03, 12v DIRECTIONAL UP LIGHT 20w HALOGEN TEXTURED BRONZE FINISH 10 } o 0 0 LAKE EDGE N I E 1P. A o0 0 0 00 -, - JI 0 - _ W + W �= 4 / L - - C� z 'W o O - _ ° ° L E a _ • ® Q \ .00, LAK , - n .. all 1 .a .0 , �5� ` -=Jf ep — DEIIEL.OPER PROPOSED o\o SPECIMEN PLANT iMATERIAL \ �/ � ♦' — � �ono � Fr GE 81 Ir= r'❑ BOOK ■ 0 o 00 0, / �4678 i � AV / �� �� �'�► tie \ 9 10 DATE- MAR 24 '06 __ I1 20 19 18 15 12 GRAPHIC SCALE � I LPI 24' 16' 8' 4' fd Y� � I RECEIVED V.AY 8 2006 PUBLIC WORKS DEPARTMENT CITY OF PALM DESERT I