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Home My WebLink AboutThe Gallery Landscape Plans Common Areas REVISIONS SUMMERS/MURPHY A PARTNERS, IHC THE GALLERY LANDSCAPE PLANS REV. SHT. DESCRIPTION DATE BY 3341LANDSCAPE 97 CO H GHvv�SUITE 200 DANA POINT, CALIFORNIA 92629 (%9) 443.1446 FAX (%9) 443-16M LPND S CA p ��0 M• Murphy F9,QC' TRACT 31490 COMMON AREAS W (Z�L 'Signature ��/C7 731-31-0808 * Renewal Date s'T Date �P ��CF CALIFu PALM DESERT CALIFORNIA These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy & Partners, #I AUGUST 21, 2006, #2; OCTOBER 11, 2006 Inc. and their use and pub he SUBMITTED FOR APPROVAL ; cation shall be restricted to the DATE original site for which they REMBRANDT GERALD FORD ENTRYAPPROVED were prepared. Re-use, repro- DATE duction or publication by any method, in whole or part, is RELEASED FOR BID prohibited except by written DATE permission from Summers/ CONSTRUCTION SET ISSUED Murphy & Partners, Inc. DATE I AGENCY APPROVALS CONSTRUCTION NOTES AND LEGEND VICINITY MAP CONSULTANTS Z CERTIFICATE OF PROJECT C❑MPLETI❑N Project Name:_________________ Parcel Map or Tract No,:----------------- NOTES N Project Location___________ _____ LANDSCAPE ARCHITECT IRRIGATION CONSULTANT W �i 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, TRANSPORTATION, w Maximum Water Allowance;------------------------------------------- MATERIALS, AND SERVICE5 NECE55ARY TO FURNI5H AND INSTALL ALL DINAH SHORE DRIVE SUMMERS / MURPHY PARTNERS, INC. SWEENE`r $ ASSOCIATES, INC. Q (In hundred cubic feet) CONSTRUCTION ELEMENTS AS 5HOWN ON THE DRAWINGS AND SPECIFIED 541':�-1 COAST HIGHWAY 58-130 SKY CANYON DR. , SUITE C 0 Estimated ted Total Annuat Water Use. HEREIN. DANA POINT, CALIFORNIA g262' ! MURRIETA, CALIFORNIA. Gi2F 55 (in hundred cubic feet) (�4q) 445-1446 (�51) 46 I-6850 a a a a a a ----------------------- 2. ALL WORK SHALL BE PERFORMED BY A G-2� GALIFORNIA LICENSED AVENUE 35 /`7 CONTACT: JOE LASCOLA (�f51) 461-6850 Preliminary Project Documentation Submitted: (initia(s indicates submittal) CONTRACTOR. LLJ Grading design plan 3. CONSTRUCTION AND INSTALLATION OF ALL LANDSCAPE ITEMS SHALL BE j S TE �A'4''Q F�qY ACCORDING TO STATE, COUNTY AND LOCAL CODES, ORDINANCES AND UP 2, Landscape design ptan TO GAL-05HA SAFETY ORDERS REGARDING PERFORMANCE OF WORK. Q GERALD R ��Q 00 >. O CD � 3, Irrigation design plan 4. THE CONTRACTOR SHALL BE RE5PON515LE FOR MAKING HIMSELF FAMILIAR w F A UNDERGROUND UTILITIES PIPES � �'o CIVIL ENGINEER LS. STRUCTURAL ENGINEER c„3 Q 4, Irrigation schedules WITH THE NATURE AND LOCATION O ALL 00 AND STRUCTURES. THE CONTRACTOR SHALL TAKE 50LE RE5PON515ILITY DR. MSA CONSULTINIS, INC ORCO BLOCK 00 = Post installation Inspection; (initials indicate completion) FOR ALL COSTS INCURRED DUE TO DAMAGE AND/OR REPLACEMENT OF w Q 54200 BOB HOPE DRIVE INFORMATION TO BE PROVIDED L A, Plants installed as specified SAID UTILITIES, INCLUDING DELAY5. w Q �� z �� o �� o- RANCHO MIRAGE, CALIFORNIA, g22�o BY PONDEROSA HOMES o, a B, Irrigation systems installed as designed 5. ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT o � cn (�60) 520-�I811 ENC�INEERINC� IS NOT DOCUMENTS AND/OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL � � (`160) 525-78q5 PART OF THESE PUNS W � � Comments_____________________________________________________ COMPLETION AND 005T OF THE PROJECT SHALL BE REPORTED TO THE FRANK SINATRA � DRIVE Y � � Q OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT IMMEDIATELY. O ALL WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL THE 0 LL 0 Z A copy of this certification has been provided to Owner/Developer and District DISCREPANCIE5 HAVE BEEN RESOLVED BY THE OWNER (JOB Mr LU J O _ U SUPERINTENDENT) OR LANDSCAPE ARCHITECT IN WRITING. ANY Q Q Comments_____________________________________________________ CONTINUATION OF WORK PRIOR TO THE RE50LUTION OF DISCREPANCIES 15 �'O R�� VICINITY MAP to o AT THE CONTRACTOR ,'5 5 R15K AND EXPENSE. O Z 0 N.T.S. It is my opinion that the work outlined above has been completed in substantial 0 with Coachella Valle Water District and The City of Palm Desert's U W Z 0� accordance wt y Y Landscape and Irrigation Guidlines, LOCATION MAP SHEET INDEX � Q LEGEND Landscape Architect Signature Date License No, w Z O Q to ^ DIAMETER (33.60) EXISTING SPOT ELEVATION SHEET NO. SHEET DESCRIPTION O CO J N FF FIN15H FLOOR ELEVATION 33.60 PROP05ED SPOT ELEVATION O 0. CD 0 CGF GARAGE FLOOR ELEVATION HT HE I GHT T TITLE WATER CONSERVATION STATEMENT PE PAD ELEVATION BGR BEGINNING OF CURB RADIUS TN TOP OF WALL EGR END OF CURB RADIUS L-1 CONSTRUCTION LAYOUT TF TOP OF FOOTING ELEVATION TO TOP OF CURB BW BOTTOM OF WALL BC BOTTOM OF CURB L-2 CONSTRUCTION LAYOUT Z THE LANDSCAPE AND IRRIGATION DE51GN INCLUDED IN TH15 LAND50APE T5 TOP OF STEP Eli EXPANSION JOINT L-3 CONSTRUCTION LAYOUT PACKAGE I NCORPORATE5 A DRIP IRRIGATION 5Y5TEM. 55 BOTTOM OF STEP SJ 50ORE JOINT — APPROVED . 0. THE PLANTING DE51 GN USES DESERT PLANTS COMPATIBLE BLE WITH LOW WATER GB CATCH BASIN 5G SAW OUT FINAL - CAPE PACKAGE L-4 CONST. DETAIL SHEET U5AGE AND TH 15 DE51 GN MEETS THE C 1 TY OF PALM DE5ERT 5 WATER USE FG FIN 15H GRADE R RADIUS ioA -- L-5 C O N ST. DETAIL SHEET W Q RECU I REMENT5. F5 FIN 15H SURFACE RDWD REDWOOD �^--�-- Z HP HIGH POINT HDR HEADER Q Z LP LOW POINT LA LANDSCAPE ARCHITECT L-6 CONSTRUCTION SPECS. Z o W FL FLOW LINE MIN MINIMUM V U. p OG ON CENTER MAX MAXIMUM L-7 IRRIGATION PLAN CO w Q _ Joc GB CATCH BASIN MJ MASTIC JOINT L-8 IRRIGATION PLAN o °C Q o/, CITY OF PALM DESERT LANDSCAPE TG TOP OF GRATE ELEVATION TYP TYPICAL PICASSO DRIVE n Q N - Z ULL I NV INVERT ELEVATION PA PLANTING AREA x R s s o �� L-9 IRRIGATION PLAN Q ZlI.—: o INSPECTION SCHEDULE BB BOND BEAM ELEVATION n s m ICHo m a n a P� L-10 IRRIGATION LEGEND -� 2 W a 01-10 ALIGN x IRRIGATION DETAILS UU w I) SLEEV I NG / GRADING _ KANDINSKY WAY _ $ - L-11 o Ay a. Sleeve diameter, type depth and location 1.0% GRADIENT IN PERCENTAGE s w � vo j n R�VE g R n m L-12 IRRIGATION SPECIFICATIONS od b. Soil surface drainiage, elevations and trash (including weeds � rubble) m � 4: 1 RATIO: 4' HORIZONTAL DISTANCE PER I' OF VERTICAL HEIGHT L-13 TREE VINE & LIGHTING PLAN -� o J � 2) HARD50APE / BOULDER � QoS-GOBBLE J a. Sidewalk and wall layout R RIDGE g s g �o n y ° s L-14 TREE VINE & LIGHTING PLAN Q T a z b. Utilities location - CO LL e size wei ht and placement G$ GRADE BREAK g % f c. Boulder typ g p � .� � � g s � � � L-15 TREE VINE & LIGHTING PLAN � �St i3 ° m O T U W Q L 3) IRRIGATION SY5TEM ROUGH-IN DIRECTION OF FLOW - KEEFFE WAY m s Rue Ns E X L-16 SHRUB PLANTING PLAN 0% = cc W a. Trench depth a g m m x Y class DRAINAGE PIPE R b. Pipe size and J L-17 SHRUB PLANTING PLAN p � O Q � c. Pressure test (125 psi for 6 hours) Z - a ATRIUM DRAIN n R n MODRAINsPLACE o L-18 SHRUB PLANTING PLAN SHEET DESCRIPTION VERMEER WAY 4) PLANT MATERIAL (trees 4 shrubs) O A s L-19 PLANTING DETAILS a. Condition DECK DRAIN a x b. Type GEREALD FORD GEREALD FORD L—20 PLANTING SPECIFICATIONS TITLE c. Placement � TURF DRAIN LANDSCAPE COMMON AREA SHEET �--31_.-� PROPOSED CONTOUR IMPROVEMENTS INCLUDED AS 5) GROUND COVER Decomposed granite) P PART OF THIS LANDSCAPE These plans have been reviewed by the Coachella Valley Water District in accordance T E c Cl. Type �--g�� EXISTING CONTOUR with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. b. Depth and spacing _ IMPROVEMENT PACKAGE. p g g p DESIGNED J L. p requiringefficient landscape and irrigation desi n in coo eration with the local L -� o "Approval of this drawing b CVWD staff does not rnin agency (City or Count A ov DRAWN C. Compaction C=)) BERM - BUILT-UP LANDSCAPE GRADE , S T R G governing g y l ty y) pp g y J L constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, 6) FINAL DETAIL REFERENCE walls, and permanent structure of any kind may not be planted or installed in CVWD CHECKED P.M. a. Irrigation and USBR easements or right-of-way without first obtaining an encroachment rpermit Valves, boxes and wiring SHEET LOCATION from CVWD. DATE 8-21 a06 Controller operation -11tr1LL A&_4-, )O NO. Sprinkler, bubbler ad or drip emitter type, f low rate and quantity SECTION REFERENCEti h a r DATE WATER MANAGEMENT SUPERVISOROM.& ti i s L ter,°. F.,5 4 �� CADRE F per plant. SHEET LOCATION _ � O R LOCATION M A P Overall operation As built 'I -�- SHED � •� � ��F��LE,�T� 1 �� N.T.S. CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR b. Tree staking 9 0 c. Overall '-- - /n PLAN SET 'A' - GITY SUBMITTAL #1 5/21/06 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST QUARTER PLAN SET 'B' - GITY SUBMITTAL #2 10/06/06 PLAN SET C {„ OF SECTION 21, TOWN5HIP 4 SOUTH, RANGE 6 EAST, S.S.M. AFTER 2 SMP PLAN CON TROL L DATED: 10-30-06 NOTE SHOULD ANY OF THE ABOVE INSPECTIONS FAIL ATTEMPTS THERE WILL BE A FEE A55ES5ED FOR ANY RE-IN5PECTION5. / 1 " m 11 ,m ,m Iw 1m m 1,1 Iw LIMIT OF AORK REFER O GER D FO D AP LANDS L S. � BOULDER � ROCK NOTE ' � IM1001 1 I � I � I = I IMI I I � I � I \ P?EG/SFGR4D/NGPLANNOTB • \ THE PRECISE GRADING PLANS PREPARED BY MSA ALL LANDSCAPE BOULDERS TO BE r r " "• ,r CONSULTING AND APPROVED BY THE CITY OF "DESERT CHOCOLATE"- +• SUMMERS/MURPHY k PARTNERS INC PALM DESERT SHALL BE ISSUED TO ALL BIDDERS CONTRACTOR TO PROVIDE ' ' "' „ m w r 5-16 °l AND INSTALLING CONTRACTOR(5). THE PRECISE QUANTITIES 8 SIZES AS NOTED _ 34197 COASTE HIGHWAY,ARCHITECTS SUITE 200 r p GRADING PLAN 15 AN INTEGRAL PART OF THESE (TOTAL PROJECT): " - w " DANA POINT, CAUFORNIA 92629 LANDSCAPE PLANS, AND INDICATES ALL 55 - 24" DIA. n y In 1., (949)443-1446 FAX (949) 443.1631 5-I \ NECESSARY FIN15H SURFACE / FINISH GRADE 55 - 30" DIA. '" 'm " 0° ELEVATIONS, DRAIN HEAD AND DRAIN LINE 100 - 36" DIA. ,. I. " •+ " LOCATIONS. ANY DISCREPANCY BETWEEN TH15 23 - 45" DIA. NDSC LANDSCAPE PLAN AND THE PRECISE GRADING 8 - 60" DIA. "�`" s ., s '" F,V _A S Ap4 q ��Q G M. phy n✓ .pC i O O O PLAN SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE LANDSCAPE ARCHITECT ,. w >s ,w ,• `,�� °• ��00 147 rrRR A o OWNER. ALL DRY STREAM BED ROCK TO ). " o �� BE 2" TO 6" "DOS RIOS" 37 In " o \ w a r Signature UNLESS NOTED OTHERWISE. )s r 7-31-D8 4 � "° O \ ALL BOULDERS, ROCK AND Renewal Date 4 " v " �c 0 m AGGREGAT ARE AVAILABLE BY ., 0 ES Date P SOUTHWEST BOULDER. " 4, 2 „ " �T �s \ www.southwestboulder.com w " " r " '° F CF CAL�F� � 38' r _ , These drawings and/or the \ NOTE: CONTRACTOR MAY SUBMIT w • " a " ) accompanying specifications \ EQUAL MATERIAL SUBSTITUTIONS are the exclusive property of FOR L.A. TO CONSIDER. 22_ — 5-I I $� \ " • • Summers/Murphy & Partners, 31 . w LANDSCAPE ARCHITECT TO Inc. and their use and publi- " ,1 REVIEW SPOT 4 APPROVE " , m n ,. cation shall be restricted to the BOULDER PLACEMENT PRIOR TO �� were prepared. Re-use, repro- '• original site for which they PLANTING INSTALLATION. ) duction or publication by any ,s s� u Itzt ao w method, in whole or part, is prohibited except by written m -- ---- permission from Summers/ O Murphy & Partners, Inc. O KEY MAP N.T.S. O , 5-12 91,( o 0 o cn FIN15H 5C.-,.,-,HEL%JLE�OO�boO°� 0 � 00 c�� 00 o Ow O V'� l�' L C� n on �Aoo°O C�o o `� pc 0 0 0 0 "00 00 0 0 CONTRACTOR NOTE: W O O O OHO ® Op OQoOoo°O ALL HARDSGAPE MATERIALS, COLORS AND FINISHES INDICATED ARE SUBJECT TO CHANGE. Q poi � CONTRACTOR TO VERIFY WITH OWNER AND LANDSCAPE ARCHITECT THE FINAL SELECTIONS PRIOR �#r TO ORDERING. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED OF ANY FIELD CHANGES TOBLOCK WALLS, UTILITY VAULTS, UTILITIES OR HARDSGAPE CHANGES. aaaaaa 9 ® \gyp o°p� p l� o io- o O O� SYMBOL PE5CRh`T10N COLOR / FINISH / SPECIFICATION DETAIL 5-12 ' 0 0 �< '` 0� PERIMETER BLOCK WALL5, REFER TO WALL PLANS PREPARED BY N/p, i = �,it .t .'i"�-,-- �.` �� O O O °O ��I 1 , \ O PILASTERS AND RETAINING CIVIL ENGINEERS PLAN S-q \� WALL5. p p 0 '' � � ids v , >�j : i f 'i � � ` �� } � ,�° - _ o O o . `# , 5 2 S Cl p S_2 CONCRETE CURB GUTTER, REFER TO THE ASSESSMENT DISTRICT N/,g � [] SIDEWALK, AND HANDICAP AND STREET IMPROVEMENT PLANS M RAMP PREPARED BY THE G I V I L ENGINEER. a� �, ^t 3' tFi � it•fii •t '� c-s ! 3 � i li f i'i I I �j ( : }, Et# ry Y. , , r:. CONCRETE GR055 GUTTER T REFER TO THE ASSESSMENT DISTRICT M = W AND STREET IMPROVEMENT PLANS o P ,•: 5 t € PREPARED BY THEN IN 4 7 CIVIL E G EER , a , s+ i Y i r Sir f i , , , a ,t v yip y „ .. : N A F r Y 'Y S ` f €, REFER O UTILITY PLANS BY OTHERS. ! 3 I 9 UTILITY VAULT� 4' 'a I 1' St' q`t i t` M T �♦/^� -� ,, r � ` �•. I I NFOR A ION PROVIDED FOR v, r t 0. y L' f Y 3 x• E:a I € e P s I , : t , _. REFERE NCE ONLY. Uj CLUSTER MAILBOX LOCATION MAILBOX BY OWNE R N/A Z 0 7 , ..Y , I` Y , :"`f ,:. is r �3 , , °.i a: d , ,i r' ... ,., 3 +` (! a.... �"• 't . + €� - SESS DISTRICT E REFER TO THE AS M NT I O Z EDISON EASEMENT D S GT N/A ! N 1 1 v ie OU. AND STREET IMPROVEMENT P Z W _ OVEME T PLANS 1 ,F, IV' } F I P' 1 l l PREPARED BY THE CIVIL ENGINEER. > J (� 5-14i4,°` d !1_lLL Q — Q DRY STREAM BED WITH REFER TO NOTE ABOUT ROCK SEE DETAIL 7 Ca O ® SHEEBOULDERACCENTS g-' � � : � ��; � ��`�~i"� ;�i OULDE BOULDERS ON TH15 SHEET. T - Z T L IQ t LANDSCAPE BOULDERS REFER TO NOTE ABOUT ROCK 8 Z00 S-q I tp ° , 5_a SEE DETAIL T i € . SHEET L la --, � ,,. - -�'y Q BOULDERS ON THIS SHEET. W : , , , , r S 1 �^{ a r ., : ., i , : - � ., # , " ', .. "( � '9 ,: „ ! , r,. . Y r_"` , ,4 ,�,3I"s dam& it'- SEE DETAIL 4 COLOR: NATURAL GRAY CONCRETE AN , - B D P„ —a 't°F T't t' SHEE L 5 t � O FINISH: MEDIUM BROOM ' ,P Y - Z r 4 +t Y SEE DETAIL 4 LO � W- MANUF• BE GAR CONCRETE INTERLOCKING ,y 3 5 10 N O i` — e d P J SHEET 5 0 BLOCK: MEGA BERGERAG PAVERS � E + O a. �O G. v s` COLOR: TOSGANA BLEND a F Y Pr :f i d' 3'2 I 4 € EE DETAIL 12 3�4 y 0 51 I MONUMENT / SIGNAGE WALL CONCRETE GAP• P.I.P.PI P NATURAL , 3 > , , , , ' , , f r , e , e' — ,, SHEET L 4 O GRAY WITH WASH FINISH. AND PILASTERS 4' _ --I -.a �€I 3 4. ;� J_=. •Y' "i" ,� _� - , pc I I ° VENEER: ELDORADO STONE II DURANGO11 co- L . a . , , 5 I N ! N' t S G AG DES G 4 MATERIAL BY OWNER 5-10 , 0 0 , �i :_z_1 '': !• ' Cb SEE DETAIL 2 _ .. : _,� a- , _ __ '_r ; _�.��' ., � __-- _'_.� ��.._ - �"_ ', � O C STONE N CONCRETE GAP• P.I.P. NATURAL ,,�,.�,.-, � , N_��_;, ��-;.:�w o 5 12 EVE VENEERED PILASTER �� Q ' 6` ' r �?`2 .' ` a g,: +' 9 ,' t w you GRAY WITH WASH FINISH. SHEET L-L-S f 4 J i€€ �� •-.LI; �� VENEER: ELDORADO STONE "DURANGOII '1 �_ ' v 0 I 4 -``: SEE DETAIL I } , NOTE GATE CONTRACTOR HA L _ O S : r 5 13 TUBULAR STEEL AUTO GATES �, , . op op PREPARE SHOP DRAWIN65 AND PROVIDE SHEET L-5 TO THE OWNER AND L.A. FOR REVIEW. UJ Q I= i - 5-12 00 000 00o Oo Oo �popo p\op SHOP DRAWIN65 SHALL ADDRESS AUTOMATIC Z ~ Z 0 0 0 0 GATE OPERATOR EQUIPMENT ATTACHMENT, Q � W ,00� oO0 EQUIPMENT SPECIFICATION, KIOSK W (,� O S-1 / DIAL PAD, LOOP DETECTORS IN STREET Q UL Q CAo SECTION AND ANY ADDITIONAL EQUIPMENT \o Jcc po p THAT MAY BE REQU I RED TO MEET FIRE W 0 U Q O �°OC�'U �O DEPARTMENT AND LOCAL CODE REQUIREMENTS. Q V 00 o Z O� p�\o SEE DETAIL 5 Q Z F a o _ S-II s 5_g o O� 5-I4 STONE VENEERED PHONE CONCRETE GAP: P.I.P. NATURAL l KIOSK GRAY WITH WASH FINISH. SHEET L-4 J (� Q VENEER: ELDORADO STONE DURANGO W moo° 1 NCO SEE DETAIL 3 �o O� pOpO 00 a 00� 5-12 5-15 STONE VENEERED GATE WALL. CONCRETE GAP: P.I.P. NATURAL W W GRAY WITH WASH FINISH. SHEET L-5 OC� V O s'' VENEER: ELDORADO STONE "DURANGO" C W 00 \1�'10 16' WIDE SCE ACCESS ROAD 8 FOOT CONCRETE WALK WITH 4' N/A J Q J po O EITHER SIDE OF COMPACTED DECOMPOSED J O) Q GRANITE. GONG WALK AND D.G. ROAD TO Q Z 00� oo c BE INSTALLED PER 5GE SPECIFICATIONS FOR IV) LL O O� VEHICLE SUPPORT. LU pp� G REFER TO THE ASSESSMENT DISTRICT W w p O AND STREET IMPROVEMENT PLANS O Q 5-8 PREPARED BY THE CIVIL ENGINEER. cc — Lu 0 0 0 0 N SHEET DESCRIPTION I O / , / I CONSTRUCTION / LAYOUT / I DESIGNED J.L. ® / I / I I DRAWN J.L. CHECKED 5-2 5-6 DATE 8-21-06 jr%D NO. err�.G.F.Enlrr / GADF I LE SCALE : I — 1 SHEET NUMBER P. 0 O 1 r R 4 L o � I G/TY O� PALM DBSBRT _. � � I N5PBG T/ON SGHEVULE NOTE 01 10, 2 o i 3O 40 N O R T H I^ I f. Wil I I I I I I I I REFER TO THE TITLE SHEET FOR THE CITY OF Ll IOU J TY OF�r�,v'4 OEM'FIT LIMIT OF AORK R FER Tp GE ALD 05 , ^ „n EE7 G P L DSGAPE PLANS. � I PALM DE5ERT'5 INSPECTION SCHEDULE. OF 21 SHEETS I j - - - - - - - - - - - - - - - - PR 015E 6RA17/N6 PLAN NOTE I Y 1 - 1 - 1 -sis in ," ," ," ". THE PRECISE GRADING PLANS PREPARED BY MSA ' CONSULTING AND APPROVED BY THE CITY OF PALM DESERT SHALL BE 155UED TO ALL BIDDERS "o » "' AND INSTALLING GONTRAGTOR(S). THE PRECISE GRADING PLAN 15 AN INTEGRAL PART OF THESE " y " " ,,• ,n LANDSCAPE PLANS, AND INDICATES ALL " v y .»is SUMMERS/MURPHY APARTNERS, INC " NECESSARY FINISH SURFACE / FINISH GRADE n v ,,. LANDSCAPE ARCH11TECTS 34197 COAST HK;HWAY, SUfTE 200 ELEVATIONS, DRAIN HEAD AND DRAIN LINE " - "• " LOCATIONS. ANY DISCREPANCY BETWEEN TH15 13 •' '" ,,, DANA POINT, CALIFORNIA 92629(949) 443-1446 FAX (949)443.1631 " y " " u, LANDSCAPE PLAN AND THE PRECISE GRADING ,b ," PLAN SHALL BE BROUGHT TO THE IMMEDIATE 131 o ATTENTION OF THE LANDSCAPE ARCHITECT $ '• " In J _ _ _ 4 I I I Il , /l fl OWNER. "' ," '" �p N D S CA p� _ - - - - - - - J - - - - - - - - - - - - - - - - � / / / " n v ��<c. M, Murph 1 - - - - J a 1 - - - - - - - - - I l l l BOUL12ER III$ ROCK NOTE ,., ul / ALL LANDSCAPE BOULDERS TO BE �, " '• " " ,» + Signature "DESERT CHOCOLATE"— " 7-31-08 „ " CONT R TO PROVIDE OUANTRIT E5O Renewal Date $ SIZES AS NOTED " 5_7 O O (TOTAL PROJECT): " » » " JT�T Date 1 — oo _ o — 00® — — p0 p roT-'aE — I E- \ 55 - 24 PIA. O ® O o O QC� I 55 - 50" DIA. p ® " -------� i � � � I '' 100 - 36" DIA. r � ° . " " " Y These drawings and/or the s is O _ _ I \ 25 - 48 DIA. " " 9 ' accompanying specifications 5-8 — — ' • Summers/Murphy & Partners, _ _ 5 - 60 DIA. O _ ---- — - — — _ — I � � �° " " " " � S are the exclusive property of Inc. and their use and publi- - 5 S — RANDT pA 5-I - 5-2 REMB 1 — — — _SWAY ALL DRY STREAM BED ROCK TO m '° " cation shall it restricted to the 5-7 �— — 0 BE 2" TO 6" 'DOS RIOS" m n u original site for which they Y UNLESS N - - OTED OTHERWI 5E. were prepared. Re------__ � use re ro P P 1 P duction or publication b an ALL BOULDERS, ROCK AND method, in whole or part, is lW ,6 Y1 9 Y! Yt 30 REM — ►- REMB AGGREGATES ARE AVAILABLE BY prohibited except by written R permission from SOUTHWEST BOULDER. Summers/ Murphy 8c Partners Inc. LOT„AF" p _ — _ wwwsovthwestboulder.com KEY MAP p y ' 1 � scEAP ® o°o O _ � c S `�= NOTE: CONTRACTOR MAY SUBMIT N.T.S. C I W cy I "EQUAL" MATERIAL SUBSTITUTIONS I Z ? FOR L.A. TO CONSIDER. LANDSCAPE ARCHITECT TO — — _ _I R SPOT $EVIEW_ APPROVE _ O BOULDER( PLACEMENT PRIOR TO PLANTING INSTALLATION. I I ' r7- - z I I I I I � I oc 00 w FIN15H 5C,,,HE170L= E 1 F— �- o I 1 \ � I CONTRACTOR NOTE: <a a a a a ALL HARD5CAPE MATERIALS, COLORS AND FINISHES INDICATED ARE SUBJECT TO CHANGE. CONTRACTOR TO VERIFY WITH OWNER AND LANDSCAPE ARCHITECT THE FINAL SELECTIONS PRIOR TO ORDERING. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED OF ANY FIELD CHANGES TO BLOCK WALLS, UTILITY VAULTS, UTILITIES OR HARDSCAPE GHANOE5. 5/7r IMPROVEMENTS CO DESCRIPTION COLOR / FINISH /SPECIFICATION DETAIL Q) 0SYMBOL PERIMETER BLOCK WALLS, REFER TO WALL PLANS PREPARED BY N/A (M� 5-I PILASTERS AND RETAINING CIVIL ENGINEER'S PLAN I Q WALLS. 0 _ 00 5-2 CONCRETE CURB SUTTER, REFER TO THE ASSESSMENT DISTRICT N/A to SIDEWALK, AND HANDICAP AND STREET IMPROVEMENT PLANS �' Q RAMP PREPARED BY THE CIVIL ENGINEER. r^ a 5-3 CONCRETE GROSS GUTTER REFER TO THE ASSESSMENT DISTRICT N/A LU AND STREET IMPROVEMENT PLANS Z Q PREPARED BY THE CIVIL ENGINEER. 5-4 UTILITY / VAULT REFER TO UTILITY PLANS- BY OTHERS. N/A O Q INFORMATION PROVIDED FOR O LL Z REFERENCE ONLY. W _ Q CLUSTER MAILBOX LOCATION MAILBOX BY OWNER N/A Q (i EDISON EASEMENT REFER TO THE ASSESSMENT DISTRICT N/A CO .. 0 INC:III C40 AND STREET IMPROVEMENT PLANS O I , PREPARED BY THE CIVIL ENG 1 NEER. Z O co LLI Z , 5_-� PRY STREAM BED WITH REFER TO NOTE ABOUT ROCK $ SEE DETAIL ,: Q III_ , // \ \ / // BOULDER ACCENTS BOULDERS ON THIS SHEET. SHEET L-Iq 0 O co 'i I \ / / LANDSCAPE BOULDERS REFER TO NOTE ABOUT ROCK $ SEE DETAIL 8 Z Z r — Q RAND _ L — / / / C� BOULDERS ON THIS SHEET. SHEET L-11 I` W N T PARKWAY — / / u / O C� J C / / 0 / / O CONCRETE BAND COLOR: NATURAL GRAY SEE DETAIL 4 �- v FINISH: MEDIUM BROOM SHEET L-5 CONCRETE INTERLOCKING MANUF: BELGARD SEE DETAIL 4 ♦^ ►-a' RE1� 1 / / O PAVERS BLOCK: MEGA BER&ERAC SHEET L-5 CD BRAND__.` COLOR: TOSCANA BLEND Z Ay La 5 SEE DETAIL 1,2,5$4 Q -I( MONUMENT / 51GNA&E WALL CONCRETE GAP: P.I.P. NATURAL SHEET L-4 AND PILASTERS GRAY WITH WASH FINISH. VENEER: ELDORADO STONE "DURAN&O" J 516NA&E DESIGN $ MATERIAL BY OWNER STONE VENEERED PILASTER CONCRETE GAP: P.I.P. NATURAL SEE DETAIL 2 W Q GRAY WITH WASH FINISH. SHEET L-L-5 r T I p ® 5 I \ / / //// VENEER: ELDORADO STONE "DURAN&O" ISO— Z _—� \ O� / / / ED TUBULAR STEEL AUTO &ATE5 NOTE: &ATE CONTRACTOR SHALL SEE DETAIL I W / PREPARE SHOP DRAWINGS AND PROVIDE SHEET L-5 U Cr) O / / / TO THE OWNER AND L.A. FOR REVIEW. v,/ 5-5 �� / / / / / / SHOP DRAWINGS SHALL ADDRESS AUTOMATIC W 'J a:GATE OPERATOR EQUIPMENT ATTACHMENT, o Q O EQUIPMENT SPECIFICATION, KIOSK Z Q V LL to / DIAL PAD, LOOP DETECTORS IN STREET Q Z - 0 I I I I T Ao„ s ' �F / SECTION AND ANY ADDITIONAL EQUIPMENT 1 / J s JO THAT MAY BE REQUIRED TO MEET FIRE H � d ` N DEPARTMENT AND LOCAL CODE REOUIREMENTS. W Q 1 I I I I I l A�JR _ / Caw // / ) W II 1 I l \� STONE VENEERED PHONE CONCRETE GAP: P.I.P. NATURAL SEE DETAIL 5 O W (� l 5-a 4� / O KIOSK GRAY WITH WASH FINISH. SHEET L-4 (� VENEER: ELDORADO STONE "DURAN&O" W od �I� STONE VENEERED GATE WALL. CONCRETE GAP: P.I.P. NATURAL SEE DETAIL 3 J O) Q ~ ��\ GRAY WITH WASH FINISH. SHEET L-5 J � Q_ � Z VENEER: ELDORADO STONE "DURANGO" Q M ® O16 WIDE 5GE AGGE55 ROAD 5 FOOT CONCRETE WALK WITH 4' N/A O EITHER SIDE OF COMPACTED DECOMPOSED L) U m GRANITE. GONG WALK AND D.G. ROAD TO L W Q 2 / BE INSTALLED PER SCE SPECIFICATIONS FOR O c — W y \ ,� \ VEHICLE SUPPORT. � T '7 / d 3a1 ° O0 �d \ REFER TO THE ASSESSMENT DISTRICT 1 1 AND STREET IMPROVEMENT PLANS SHEET DESCRIPTION PREPARED BY THE CIVIL ENGINEER. 5-2 CONSTRUCTION LAYOUT DESIGNED J.L. r DRAWN CHECKED F.M. DATE 8-21-06 )OD NO. q4�0MG.F.Entr �Tr!)MLE SCALE : 1 " = 20 ' SHEET NUMBER G/TY OF PALM 17ff5ERTL�2.I N5PEG T/ON SCHEDULE NOTE NORTH � j Mir, 0' 20, 40' 60' 50' REFER TO THE TITLE SHEET FOR THE CITY OF PALM DESERT'S INSPECTION SCHEDULE. rO F 2 SHEETS 0 2006 I IN \ PREC/5E GRA22ING PLAN NOTE BOULDER ROCK NOTE117 THE PRECISE GRADING PLANS PREPARED BY MSA ALL LANDSCAPE BOULDERS TO BE r '° .. - a a In CONSULTING AND APPROVED BY THE CITY OF � PALM DESERT SHALL BE ISSUED TO ALL BIDDERS DESERT CHOCOLATE"- �»" �� •, ,,. / \ CONTRACTOR TO PROVIDE a r 17 ,,, ,a SUMMERS/MURPHY PARTNERS, INC \ AND INSTALLING CONTRACTOR(5). THE PRECISE QUANTITIES d SIZES AS NOTED " , , " LANDSCAPE ARCHrTECTS GRADING PLAN IS AN INTEGRAL PART OF THESE (TOTAL PROJECT): �• 34197 COAST HIGHWAY, SUITE 200 LANDSCAPE PLANS, AND INDICATES ALL 55 - - ,,, " DANA POINT, CAUFORNIA 92629 3 55 - 0" DIA. NECESSARY FIN15H SURFACE / FINISH GRADE " DIA. r (949) 4434M6 FAX (949) 443-1631 ELEVATIONS, DRAIN HEAD AND DRAIN LINE r - ,,, » 100 - 36" DIA. LOCATIONS. ANY DISCREPANCY BETWEEN THIS 23 - 48" DIA. " LANDSCAPE PLAN AND THE PRECISE GRADING 8 - 60" DIA. • pNDSCI o \ / PLAN SHALL BE BROUGHT TO THE IMMEDIATE y F.� Mur Fq ATTENTION OF THE LANDSCAPE ARCHITECT 4 " •. " ��Q ��,M phy �oAc� OWNER. ALL DRY STREAM BED ROOK TO " 16 r' BE 2 TO 6 DOS RIOS" is UNLESS NOTED OTHERWISE. Signature �O �r \\ / / \ \ m • ' " ,z" „ r a m 7-31-08 A / / .. w \ Renewal ALL BOULDERS, ROCK AND " " " " * Re ewa Date AGGREGATES ARE AVAILABLE BY J SOUTHWEST BOULDER. T / � / \ \ www.southwestboulder.com � " " " " " x� CALIF -9FOF NOTE: CONTRACTOR MAY SUBMIT M ° ° a These drawings and/or the / \ \ r " accompanying specifications FOR L.A. TO CONSIDER. " " ,. r , are the exclusive property of EQUAL MATERIAL SUBSTITUTIONS Summers/Murphy & Partners, H 11 - LANDSCAPE ARCHITECT TO Inc. and their use and ubli .. P cation shall be restricted m to the 61 REVIEW SPOT � APPROVE a 0 �� \ r \ BOULDER PLACEMENT PRIOR TO ,° a r n ,3 original site for which they PLANTING INSTALLATION. 12 were prepared. Re-use, repro- / duction or publication by any za a m a 1°\ \ method, in whole or part, is prohibited except by written / \ permission from Summers/ KEY MAP Murphy 8c Partners, Inc. O FR N.T.S. Z / \\ , 5-2 \ \\ / / / Z w uw \ O / s8 \ / \ / \ ,i O� o FIN15H �C.,,HEL%JLE CONTRACTOR NOTE: O } / / \ > \ '� \ // I ALL HARDSGAPE MATERIALS, COLORS AND FINISHES INDICATED ARE SUBJECT TO CHANGE. O Q CONTRACTOR TO VERIFY WITH OWNER AND LANDSCAPE ARCHITECT THE FINAL SELECTIONS PRIOR co TO ORDERING. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED OF ANY FIELD GHANGE5 TO M Q ( > // \ \\ \ BLOCK WALL5, UTILITY VAULTS, UTILITIES OR HARDSGAPE CHANGES. O00 = 5/7E IMPROVEMENT5 L 51rMEOL 12E5CiRIPTION COLOR /FIN15H /5PECIFICATION L)ETAIL O) a \ ♦♦^^ PERIMETER BLOCK WALLS, REFER TO WALL PLANS PREPARED BY N/A V, Ice �— s-I W O PILASTERS AND RETAINING CIVIL ENGINEERS PLAN Z (� WALLS. C cJ_2 CONCRETE CURB GUTTER, REFER TO THE ASSESSMENT DISTRICT N/A O O SIDEWALK, AND HANDICAP AND STREET IMPROVEMENT PLANS LL Z RAMP PREPARED BY THE CIVIL ENGINEER. > J U CONCRETE CROSS GUTTER REFER TO THE ASSESSMENT DISTRICT N/A — Q \ \ 5 3 'b \ // AND STREET IMPROVEMENT PLANS 0 U O PREPARED BY THE CIVIL ENGINEER. of - 0 UTILITY / VAULT REFER TO UTILITY PLANS- BY OTHERS. N/A O co Z O) INFORMATION PROVIDED FOR Z O OD REFERENCE ONLY. LU 1- 0 CLUSTER MAILBOX LOCATION MAILBOX BY OWNER N/A W � Q CC) \ \ Q 0•4 Gti \ \\ � �� \ \v/ 5-6 EDISON EASEMENT REFER TO THE ASSESSMENT DISTRICT N/A Z Z N W to \ \ O AND STREET IMPROVEMENT PLANS CO O CV PREPARED BY THE CIVIL ENGINEER. a o r \ DRY STREAM BED WITH REFER TO NOTE ABOUT ROOK 4 SEE DETAIL 7 \ 5 7 / \ \ BOULDER ACCENTS BOULDERS ON THIS SHEET. SHEET L-ICI O V) \ / LANDSCAPE BOULDERS REFER TO NOTE ABOUT ROOK 4 SEE DETAIL 8 BOULDERS ON THIS SHEET. SHEET L / CONCRETE BAND COLOR: NATURAL GRAY SEE DETAIL 4 FINISH: MEDIUM BROOM SHEET L-5 CONCRETE INTERLOCKING MANUF: BELGARD SEE DETAIL 4 } \ / PAVERS BLOCK: MEGA BERGERAC SHEET L-5 W Q = COLOR: T05CANA BLEND S-4 \ SEE DETAIL 12 54 4 Z Z CONCRETE T ,.n MONUMENT / SIGNAGE WALL GO G E E GAP: P.I.P. NATURAL S II � \ O AND PILASTERS GRAY WITH WASH FINISH. SHEET L-4 � W VENEER: ELDORADO STONE "DURANGO" a LL 0 1FR \ SIGNAGE DESIGN MATERIAL 8Y OWNER covJ W J ' \ SEE DETAIL 2 STONE VENEERED PILASTER CONCRETE GAP: P.I.P. NATURAL Q O GRAY WITH WA5H FINISH. SHEET L-L-5 Z LL VENEER: ELDORADO STONE "DURANGO" z .. Q ( Q TUBULAR STEEL AUTO GATE5 NOTE: GATE CONTRACTOR SHALL SEE DETAIL I J O J PREPARE SHOP DRAWIN65 AND PROVIDE SHEET L-5 cc W Q \ l TO THE OWNER AND L.A. FOR REVIEW. t CO SHOP DRAWIN65 SHALL ADDRESS AUTOMATIC 0 W W GATE OPERATOR EQUIPMENT ATTACHMENT, O (� \ EQUIPMENT SPEGIFIGATION, KIOSK U DIAL PAD, LOOP DETECTORS IN STREET W I Cad G SECTION AND ANY ADDITIONAL EQUIPMENT J O J THAT MAY BE REQUIRED TO MEET FIRE J O Q Q ��o \ DEPARTMENT AND LOCAL CODE REQUIREMENTS. �_ CL M LL Q STONE VENEERED PHONE CONCRETE GAP: P.I.P. NATURAL SEE DETAIL 5 KIOSK GRAY WITH WA5H FINISH. SHEET L-4 E' m W VENEER: ELDORADO STONE "DURANGO" w V cc \ O = a W STONE VENEERED GATE WALL. CONCRETE GAP: P.I.P. NATURAL SEE DETAIL 3 GRAY WITH WASH FINISH. SHEET L-5 CL ~ V VENEER: ELDORADO STONE DURANGO 16' WIDE SGE ACCESS ROAD 8 FOOT CONCRETE WALK WITH 4 N/A SHEET DESCRIPTION EITHER 51DE OF COMPACTED DECOMP05ED GRANITE. GONG WALK AND D.G. ROAD TO BE INSTALLED PER SCE SPECIFICATIONS FOR CONSTRUCTION VEHICLE SUPPORT. \ \ LAYOUT / p / REFER TO THE ASSESSMENT DISTRICT AND STREET IMPROVEMENT PLANS PREPARED BY THE CIVIL ENGINEER. DESIGNED / / \ Ilk \ — / / J.L. 00 DRAWN J.L. CHECKED DATECA -2 I sOC\ / 1 O�g NO. / \ / Re � n m.C�. .� tr CAD FILE o / \ ,/ \ ' SHEET NUMBER CWcj CITY Or t=ALM 17E5ER7ov INSPECTION 5CHEDULE NOTE o' 20' 40' 60' ao' Pe °CF,r SLR F `lz REFER TO THE TITLE SHEET FOR THE CITY OF NORTH PALM DE5ERT'5 INSPECTION SCHEDULE. OF 21 SHEETS OCT 1 () 1006 . . I 15, 21, IS' JI LEGEND SUMMERS/MURPHY A PARTNERS, INC LANDSCAPE ARCHITECTS 2 4 I. MONUMENT PILASTER- REFER TO 34197 COAST HIGHWAY, SUITE 200 DETAIL ON THIS SHEET. DANA POINT, CAUFORNIA 92629 (949) 443-1446 FAX (949) 443.1631 . --- d) - REFER TO . _._ ___. .. _ _.., _ Y 2. TALL MONUMENT WALL �, _� _ _ �, - __ DETAIL ON THIS SHEET. -___ _.-- -. -.. ___ _, -. . . _ �pNDSCgP -� - _ , _ . - _ __ 3 LOW MONUMENT WALL REFER TO urph1,F�.p� - _ - �'o S- _.�. _ I "I - w DETAI ON THIS SHEET. ��'`�� 'w ��` ti - N L _ . , � - //// .�, �.ri - 0 I, Im er3rTh 6 11 __ �` m . _...m �w.. _r, z 4. __ �__ _ _ �. , , �- a° - - _ _.,�. . ..._ - Signature ~. _� e_` ��_ .. , - �_. - � _._. .; .._ _ _ _ PROJECT IDENTIFICATION x �.� .k - - i _ �. _r _. . _r_ 7 31 08 . .,. ti. _. . �, �., .�, __. _ �_ - - Renewal Dot T_ „ � „.. ... . . . .: .._; _ . :w �. . �.: �_ SI6NAGE LETTERS BY OWNER R . L e .,. _ �..�_ �x... _, . .: v - _. _. n � a _ �. �_ n__ �, �... _ «_ _ _s_ _ „_. _�_ _ _ . �c _ I _a.�, - �, . _ x - �' rider H e 0 osa O s _ __. - - BACKGROUND TO BE 51 G I I AN - �__ L _ _ _ Date _.. e P _ J _ _ .�.. -_ :_. , _m_�. , "__ U , ., " .. _ a _ _ q _ _ _._. 1111 ,: T AV ,_: �... _ _ __.r. �__ _ . 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TRAVERTINE BULLNO5E TO BE These drawings and/or the _ _ __v_____ ________ __ . -u�._ __ __ __ .______._.� _ _. _ __ - _ - _ __. - �_;_ ". _ _�. - _, . . ,,�=- ,� -,_ �_ .- �, _ . .:: _ , .�: - � �� specifications �. _, - : n � ��... � � _ __ accompanying in s _ L(1 P_ Y 9 P__ __ __ _ _._ ____ __ _____ _ __ _ SET AROUND SIGN AS A FRAME. �sw _ �.�_w�_ x __ _ _.� __,N _. �. ��. _ �.�_. _ �. sv_. .. _� _r..�a ._._ ,.�. . _ . . _ m _ . _ �. �, 11 - =_ " _ __ -. ti .. - _ - _ _ _ - - - _ �. , 11� � exclusive property of ��.�_ �_ .. . .. z_ �u z_,u_. ,: �,, � «�. ._.. _ _;�- ,.._ �,r� are the exc_. _� _ .__ -- :--. - . - _ - .__.---. - _ _ _ . _ _ .__ _ . _ -- - ___ _._ . __.._._ _ _._ ...____. _ _.._.___. .I _ . . __. _ _.___ _.._.__._ - _ .. _____.. _ _ _.. . . _ ___. _.._ __. ____ ___ .,f.__ _ _ _ _. w. .,. m _ ..._ - ,. .. _ __u. _ _. a _. � ,. ._ ,. __ ,: _ B B B D G _ - _ _ L _ �._._._ - ��_ s_ - _.: �. _ �, .� ._,. �� ._: - _ �_.:. __y�. 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STONE VENEER- ELDORADO a � �- - 2 < "DURANGO° ° ° o 146 m _11 _ .. a M Xcc = M Q �� :_� �� 3 4. 8" X 8" X 16" PRECISION p 2 _ _ _ �, q _� BLOCK - a ° Z m • 1C: up ❑ -f a 4 LO ❑ I I=� 5. VERTICAL REINFORCING 3 Q �- STEEL. REFER TO z _ - , 1- 5 STRUCTURAL ENGINEER S - - - - -III-I DETAIL. ° W _ - - _._ �_._. -III- I 6 6. FINISH GRADE a n� - , . ,,, °' lla 4 Q O _ __ _ LL � � �- II- = W - O - - v mmN 7. RE I NFORG I NG STEEL, GONT. > J V - _ -_I, , � , \ L -) I (= I I REFER TO STRUCTURAL a 6 Q Q _ ate_ ® _ __ ._ ___ ___ = o a I I I=1 I ENGINEERS DETAIL. U _ oo - _. _ w - - 8. COMPACTED 5UBGRADE V - = O co Z 0) _: =�l / �m =1�I �I=1� z I I I I =I 1I _ __ __- w REFER TO SOILS REPORT Q W 0 X OD 1__0o I I- - I I= FOR RELATIVE COMPACTION W w I=) I I=I a I I I 7 W Z O _ Q - - - _ _ z - I a - REQUIREMENTS. __�_ Q CID 4" DIAMETER PERFORATED4 &. 00 c - ,_ ,--,- � �____ � z =1 11=1 11=I I =1 III- q• DRAINLINE. WRAP PIPEIN III16 I 5 W Z Q FRONT ELEVATION -IIII ( I I=�_) I i I I - 8 MIRAFI FILTER CLOTH SOCK -) ° = � Q (O J N -1 I (-I I I-� -1 AND ENCASE IN I GUBIG ill I 8 O) 1 1 _ ( 1-O 1 1 FOOT OF 3/4" AGGREGATE - - - - - - O (L 0 a `. REI=ER To GRAVEL CONNECTED TO PROP05ED SUB-SURFACE I I III-III-III-III-III I I 4 5TR 10TURAL ENGINEER'S DETAIL Cl DRAIN SYSTEM. � I I I 11 1 11 1 1 1 1 11 I- SEE 5TRUCT. DETAIL 0) 10. WATER-PROOF MEMBRANE, SECTION--? Z LOCATE BELOW GRADE. I II _ I I-O 11 Q 2' X 5' NOTE: REFER TO STRUCTURAL 5. CONCRETE FOOTING WALL. SECTION ENGINEER'S DETAILS FOR FOOTING � 51 ZE AND DEPTH, AND SIZE AND 1. 4" THICK P.I.P. NATURAL GRAY 6. GROUT BLOCK �t a ° I I "= I '-O" SPAG I NG OF RE I NFORG I NG STEEL. CONCRETE GAP W/ WASH FIN 15H 7. FINISH N 15H GRADE 0. Q 1, a Z ° I I 2. STONE VENEER- ELDORADO 8. COMPACTED 5U56RADE Q � W „ J 5 LOW M O N�M E N T W A L DURANGO Cf. STUCCO BACK SIDE OF WALL 0 (0 O q 3' SQ. 5. 8 X 8 X 16 CMUCOLOR TO BE FRAZEE "COACH HOUSE" co ol W J cc X °a 4. STEEL REINFORCEMENT- q• PORTIONS OF WALL RETI AN. 0 it Q O < a 3 ° Q ° I REFER TO STRUCTURAL DETAILS REFER TO ELEVATION. Z Q V U. 10. 4 DIAMETER PERFORATED DRAINLINE. Q Z I. Q p ° a WRAP PIPE IN M I RAF I FILTER CLOTH .I O � J uj 2 ° SOCK AND ENCASE IN I' GUBIG FOOT 1 W 16 I" J OF 5/4" AGGREGATE GRAVEL }• 2 co W `� � CONNECTED TO PROPOSED >_ O 0 LU ° 6 2 SUB-SURFACE DRAIN SYSTEM. W V ad 3 11. WATER-PROOF MEMBRANE, LOCATE J O J ° BELOW GRADE. J � a � I 1. z I III -ill I - ° = r I r a 12. LOW WALL- REFER TO LOW WALL Q M W Q DETAIL ON TH15 SHEET. 4 � � OX T 1=1I1=1 a I1= -r a V m o �- _l ° a I - WQ � 0 II a � I 5 6 X , ° = X _ W Lea II I 8 ° - = 12 = z 1 1 1 I 11 I _ 1 SHEET DESCRIPTION SEGTIONI I I , , , I I i ,;, l l l ,;, l i l;, I ,;, I I I , , ,_ 4 1=111=1 I-1 7 d) - -_ o = II _ I I-O 11 EFER TO STRIJG. TAIL. O J _ ° a I I- =I =I I- ~ 0 �, - J J J J J � m CONSTRUCTION Ci � < _ - ---G) _ _ = IIa=III- -_ _ - 1. 4 THICK P.I.P.NATURAL GRAY 5. CONCRETE FOOTING U w - - _ - - = I=I ( - - = DETAILS CONCRETE GAP WITH w to Q I I 8 , II_ I I I-�-� WASH FIN 15H 6. GROUT BLOCK V = = _ _ _11 = _ - I- I-I (-1 I- �. F I NI 5H GRADE _ _ 4 I I- -° - ( I=I i =� DESIGNED JL 2. STONE VENEER- ELDORADO SE G T I O N Wril i lI ,;,�111,III ,;III ,;, III , , ,I =I = I I= =i I I i I= I =I =I I- DRAWN - 1 - - DURANGO 'I 8. COMPACTED 5UBGRADE 111 _ 11_O 11 EFER TO STRI�G. DETAI -I I I- I -I I - I ,� -i ill, I I I I=I I- JL 11-ICI- - I I - 3. 8 X 8 X 16 PRECISION cf.. DOOR KING 183E PG ''-i i I-I I i ' l I I CHECKED PM BLOCK PROGRAMMABLE ENTRY 8 SYSTEM OR EQUAL. I. 4" THICK P.I.P.NATURAL GRAY 5. CONCRETE FOOTING DATE SECT I ON 4. STEEL. I EL. RG I NG CONTRACTOR TO PROVIDE CONCRETE GAP WITH q 8-2 I-06 STEEL. REFER TO SPECIFICATIONS. WASH FIN15H 6. GROUT BLOCK N.T.S. STRUCTURAL ENGINEER'S �O�eOm.C�.F.Entr 2. STONE VENEER- ELDORADO 7• FIN 15H GRADE 5 DETAIL. NOTE: REFER TO STRUCTURAL "DURAN60" 8. COMPACTED 5UBGRADE CAD FILE ENGINEER'S DETAILS FOR FOOTING REMEMGONSTIDE 51 ZE AND DEPTH, AND SIZE AND 3. 8" X 8" X 16" PRECISION NOTE: VERIFY ALL 51 ZE5 AND DIMENSIONS SHEET NUMBER SPAG I NG OF REINFORCING STEEL. BLOCK OF FOOTI NG5 AND REINFORCING STEEL NOTE: REFER TO STRUCTURAL f�, ;; ENGINEER'S DETAILS FOR FOOTING w/STRUCTURAL ENGINEER PRIOR TO 4. RE I NFORG i NG 51 ZE AND DEPTH AND SIZE AND CONSTRUCTION. r 8 Ili STEEL. REFER TO SPAG I NG OF RE I kFORC I NG STEEL. STRUCTURAL ENGINEER'S Liiiiiiiiiii DETAIL. .9 ' FHONE < I ®5l\ 4 ®NI�MENT F I LASTER 2 TALL ®NI�MENT ,Y `�A1�L OF 21 SHEETS SUMMERS/MURPHY At PARTNERS, INC LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 (949) 443-1446 FAX (949) 443.1631 0 \,PNDSC,4p� G 4. Murphy q,Qc C. C, �C? i` Signature 7-31-08 * Renewal Date Date �P CF CALIF�� 5 11 4 5 Q• I These drawings and/or the accompanying specifications 6 I10 b I 3 are the exclusive property of Summers/Murphy & Partners, 6' Inc. and their use and publi— cation shall be restricted to the 2' 2' original site for which they 3' were prepared. Re—use, repro— duction or publication n p o by any method, in whole or part, is • - _ - ,. ,,. __ _;__ prohibited except by written ._ ermission from umm r v _ Murphy & Partners e n c. 1 . a j r ti t _ I r s t _., s,._. .-.. ...-. _ ..,.,.... � � .: .. _a. ., •- ,'-. .. _.. ... a.. ...: ., ,... ,_._ � � -... . ,_.. t. ._...._ .......s...._ 1, _..._ . _•__-..-...... _LL ... x.,' .... y I N 0 << 11<1<<1 _ I _..... NOTE: 8 LEGEND q LARGE MEMBERS AND RAISED 12 I. GATED ENTRY PILASTER- REFER 5. 4" TO 6" STEEL MOUNTING P05T NOTE: NOTE. REFER TO STRUCTURAL A "FAUX W RAIN CO PANELS TO BE F U OOD G TO DETAIL ON THIS SHEET. GATE CONTRACTOR SHALL PREPARE PAINTED. IRON FAILINGS, BIRD q 8 ENGINEER 5 DETAILS FOR FOOTING Q (0. HEAVY DUTY H I NGE5 SHOP DRAW I NC75 AND PROVIDE TO co GAGES AND SMALL MEMBER GATE 2. GATED ENTRY WALL- REFER TO THE OWNER AND L.A. FOR REVIEW. SIZE AND DEPTH, AND SIZE AND M A I Q FRAME TO BE PAINTED FLAT BLACK. SP G I NG OF RE I NFORG I NG STEEL. 10 DETAIL ON THIS SHEET. 7. GATED ENTRY WALL- REFER TO SHOP DRAWINGS SHALL ADDRESS 10 0 _ ALL I RON STEEL SHALL BE DETAIL ON THIS SHEET. GATE FABRICATION, AUTOMATIC GATE to 3. TUBULAR STEEL PEDESTRIAN GATE OPERATOR EOU I PMENT TREATED, PRIMED PAINTED��WITH WITH 2", 4" $ 6" TUBULAR STEEL 5. FIN15H GRADE / SURFACE ATTACHMENT, KIOSK ENTRY KEYPAD, ELEVATION VIEW <C CURRENT STATE OF THE ART FRAME AND 3/4" PA I L I NGS. GATE LOOP DETECTORS AND ANY SCALE: 1/2 - I 0 (/� a PROCESS AND MATERIALS THAT LIMIT TO HAVE H/C APPROVED KEYED a. ROLLED CURB ADDITIONAL INFORMATION AND W � H_ GH I PP I NG, RUSTING AND PROLONGS KNOB, AND BE SELF GLOSI NG. EOU I PMENT REOU I RED TO MEET FIRE Z V LIFE EXPECTANCY. 10. � � Q COMPACTED SUBGRADE DEPARTMENT AND LOCAL / STATE O 0 Z 4. TUBULAR STEEL AUTO GATES WITH CODE REOUIREMENTS. = W J z 2", 4 $ 6 TUBULAR STEEL FRAME 11• BIRD GAGE DECORATION AND 3/4 PA I L I NGS. 4 aovo 2. FORMED AND RAISED METAL � _ PANELS Z 0 O co 0) erZ0000 W � a0 0 W Z paw z W tO 3 0 co J m 0 1 � co a �. co Z I EN7R***' �A7E LEV�AT 1 Oil � W a � 2' SGZ. Q z ol W 1 1. 4" THICK P.I.P.NATURAL GRAY _ ° C� CO) 0 0 3 - CONCRETE GAP WITH a ° 1 co W — � WASH FIN 15H Q Q O ° a 1 2. HORIZONTAL RE I NFORG I NG Q V U. 2 STEEL. REFER TO 1" J - Z - 0 2 a Qp= J STRUCTURAL ENGINEER 5 3 DETAIL. XX 2 2 � < 1' W X 3. STONE VENEER- ELDORADO ° 3 O 0 (� "DURANGO" p O � W 3 4. 8" X 8" X 16" PRECISION >- ° 4 J 0 j a BLOCK a ° o o ° _o ° >— r Z o °° ° ° P0°o ° a0 ° ° 4A Q CO LL Q &o �°o °�o °°&o dbo 5. VERTICAL REINFORGING ° 6 0 O _ STEEL. REFER TO m 111= _ STRUCTURAL ENGINEER'S ILIA LLI V 1 1= 1 —III— III I I1 I I I 1 I=1 _„ III ,;I DETAIL. CC Uj a ;, 1�I I I ��I� z I III _III &- I— H V OC SECT 10N -I I 5 6 6. FINISH GRADE I=1 I I—I a -O 4 = 111= I- -T. REINFORCING STEEL, CONT. J — — SHEET DESCRIPTION REFER TO STRUCTURAL a Q I a I I 5 ENGINEER 5 DETAIL. 0 o I I= a I Q I I _ _ a CONSTRUCTION 1. CONCRETE BAND WITH STEEL AS NEEDED. w m -� 1 a " =+ REFER TOE501L 5 REPORT = DETAILS REFER TO PLAN AND FINISH SCHEDULE. U_ I I I I I FOR RELATIVE COMPACTION S G T I O N 4 TH I GKNE55 REINFORCEMENT TO o _ a _ '1 REOU I REMENTS. , I EFER TO STRI�G. DETA BE ESTABLISHED BY 501 L ENGINEER. 11 = Q DESIGNED JL 2. SAND GETTING BED I1 I I =1 ( I=III �,;, ( I , III- 8 1. 4" THICK P.I.P.NATURAL GRAY 5. CONCRETE FOOTING DAWN JL 3. CONCRETE UNIT PAVERS (SEE FINISH —1 I I � I ' — CONCRETE GAP WITH 6. GROUT BLOCK CHECKED SCHEDULE) REFER TO % WASH FINISH PM 4. COMPACTED SUBGRADE �. FINISH GRADE (REFER TO 50I LS REPORT) sTRUGTURAL l=tyGlt�lEl✓R's DETAIL 2. STONE VENEER- ELDORADO DATE NOTE: REFER TO STRUCTURAL "DURANGO" 5. COMPACTED 5UBGRADE 8-21-06 5. SUB-BASE MATERIAL (REFER ENG I NEER'5 DETAILS FOR FOOTING JO NO. TO SOILS REPORT / TO BE ESTABLISHED 51ZE AND DEPTH AND SIZE AND 3 S" X 8" X 16" PRECISIONem.G.F.Entr BLOCK NOTE: REFER TO STRUCTURAL BY THE SO I ENG I NEE SPAG I NG OF RE 11`1FORG I NG STEEL. E L R) ENGINEERS DETAILS FOR FOOTi NG ��pp ��pp�� Y�IALL S�GT I ON �:�MEMGONSTDET 4. RE I NFORG I NG SIZE AND DEPTH AND 51 ZE AND SHEET NUMBER STEEL. REFER TO SPACING OF REINFORCING STEEL. STRUCTURAL ENG 1 NEER'5 DETAIL. nnrn _1 13 9L�C �;C'R4S1qi�f7�,p� 4 I NTERLOG�C 1 NO A Y ERS a &ATED ENTRY ,V�ALL 2 0ATETED EN:TR I F 1 ASTER h_w 21 SHEETS ux - 10 2006 i I. GENERAL 4. Compaction - Compaction by tamping shall not be done in layers exceeding surface to reveal small surface fines while not exposing aggregate. 2. Douglas Fir, Redwood, Western Red Cedar or as shown on the drawings. eight inches in loose depth with each layer thoroughly compacted between. Alternate method, after initial set, surface to be washed with a diluted A. Contractual Relationship solution of muriatic acid and water, and brushed to reveal surface lines. 3. Posts, Plates and other of-grade connections to be Redwood, Western Red In the performance of this contract, Contractor shall hold Landscape Architect C. Glean-Up and Testing Surface must be continuously wet to avoid acid burn. Cedar or pressure treated Douglas Fir as shown on the drawings. and Owner harmless from any and all liability, costs and charges arising out of, I. Prior to covering of trenches, drain line and basins shall be checked to insure G. Glean-Up 4. Hardware - column bases - 'Simpson Strong Tie' or equal. Post caps and or in connection with, contractors, employees, or its agent's negligence, omissions, proper flow and water tightness. strap ties - 'Simpson Strong Tie' or equal. Joist hangers and heavy angles son Strong - errors. I. Upon completion of work, remove all forms, debris, material and tools from 'Sim 5t Tie' ore equal. Screws, hinges, nails, bolts, and was ers. All site. p g �. g SUMMERS/MURPHY A PARTNERS, INC 2. The systems be flushed d cleaned to hardware material to be galvanized. LANDSCAPE ARCHITECTS piping s yems s an eane prior to connecting 34197 COAST HIGHWAY, SUITE 200 B. Errors or Conflicts existing drain line, catch basin or storm drain systems. 5. Stain and point - as selected and shown on drawin DANA POINT, CALIFORNIA 92629 If any errors or conflicts are discovered in the plans or notes, they shall be V. BLOCK MASONRY p gs. (949) 443-1446 FAX (949) "3-1631 interpreted so as to accomplish the real purpose of those tans and notes. Scope of Work - Provide all labor, materials, tools, equipment, transportation and p p p p p 3. Upon completion of work, remove debris, tools and surplus material from site. necessary incidentals for the completion of all block masonry as shown on the 6. Concrete - Glass A minimum 2,000 P51 at 25 days. DSC drawin s, Including but not limited to the followin �N qP g g g o F G. Additions, Deviations and Alterations IV. CONCRETE B. Rough Carpentry ��,GM. Murphy 1. Set all posts, beams rails and framin plumb and true to Sine as shown on No deviations or alterations from the plans and specifications will be permitted Scope of work Provide all labor, materials, tools, equipment, transportation and A. Materials • g p ,� �,° �,?, the drawin s. unless authorized b the Owner or the Landscape Architect. Should deviation necessary incidentals for the completion of all concrete flatwork as shown on the g � �►y L p ation y p 1. Slump block units meeting grade A, A5TM C-q0, concrete block units Grade a° � from plans and notes become necessary due to conflicting site conditions, Owner drawings including but not limited to the following: A, A5TM C-cf0. 2. Connections - make all connections as shown on the drawing5.5plice lumber Signature and Landscape Architect shall approve in advance any such deviation. No at posts only. Utilize all nail and/or bolt holes for all hardware. 7-31-08 additional work will be authorized without the express written authorization from A. Materials 2. Cement - Standard Portland Cement ASTM designation 0-150 Type I or 11, * Renewal Date the Owner. I. Cement - Standard Portland Cement, per designation 0-150 of the A5TM low alkali. 3. Ease all top edges of exposed lumber for bench tops, low walls, etc., qT Date 1 Type 11, Ill, or V, low alkali, single brand throughout. Refer to Soil Engineers where surface contact is provided. FCFCAOIF D. Interpretation Report for Recommendations. 3. Sand - Glean, well graded A5TM designation 0-144. The Contractor shall comply with the obvious intent and meaning of these plans 4. Post base - set post column base as shown on drawings, providing minimum These drawings and/or the p y g p 2. Aggregate - ASTM Specification G-33 3/4 maximum size. Decorative 4. Water - Water used shall be of potable quality. 1" clear all sides from finished post base to top of paving. accompanying specifications and specifications which shall be construed to include all labor, material, tools aggregates or ea rock as shown on drawin s. Fine natural sand well graded p q y' are the exclusive property of and equipment necessary to complete the works specified herein in a p g g 5. Countersink nails and bolts in all locations where surface contact is Summers/Murphy & Partners, y p p conforming to A5TM C-144. 5. Steel - Reinforced steel for wall to be Grade 40 deformed bars ASTM provided, i.e., bench top etc. Inc. and their use and publi- workmanlike manner in strict accordance with plans and notes. Should any designation A-165. cation shall be restricted to the questions arise as to the intent and interpretation of these plans and notes, original site for which they q. p p 3. Water - Water used shall be of potable duality. 6. Concrete - Glass A concrete minimum 2,000 P51 at 28 clays. G. Painting and Stain were prepared. Re-use, repro- Contractor shall refer to Owner and Landscape Architect whose decision y I. Fill all seams and cracks with Latex caulk and/or wood dough to insure an duction or publication by any thereon shall be final. 4. Steel - Reinforcing steel for decks and walks to be intermediate grade even surface. method, in whole or part, is deformed bars conforming to ASTM A-615 and/or Grade 40. Mesh ASTM -T• Mortar - by volume, freshly prepared, uniformly mixed in ratio I art cement, prohibited except by written g I/2 part lime putty, 4-I/4 parts sand, conforming to ASTM C-2-70. Omit lime 2. Sand smooth all exposed surfaces is specified as 545. permission from Summers/ E. Observation and Rejection of Materials and Workmanshi A-4cf(o, size where shown on drawin s. p p Murphy & Partners Inc. J p 9 utt if lactic cement is used. p y putty p All materials and workmanship furnished or performed by Contractor shall be 3. Prime all painted surfaces with one coat primer. 5. Expansion Joints - Asphalt impregnated felt. Pol fe t Eth - afoam as indicated 8. Grout b v subject to final observation and acceptance by Owner and Landscape Architect p py y volume freshly prepared, uniformly mixed I part cement, 3 parts upon completion of all contract work whether previously paid for or not. At any on the drawings. sand, 2 parts pea gravel. 4. Paint with minimum two finish coats for painted surfaces. and all times during the performance of this contract, Contractor shall make available for observation, test and approval, materials and workmanship. Failure 6. Control Joints - Saw cut joint I/4 of slab thickness. Hand tooled score joints B. Laying of Masonry 5. Stain with minimum two finish coats for stain surfaces. of such observers to make observation tests or approvals shall not prejudice 1/4 deep minimum where shown on the drawings. I. Lay ail masonry straight and true to line with vertical joints plumb over each pp p J other. Horizontal joints shall be level. Headers and corner units to show D. Protection and Cleanup the right of Landscape Architect or Owner on final observation. Contractor -7. Gold Joints - Butt type, butt type with dowels. Screed key .joint as indicated finished faces where exposed. Joints and bond pattern to be as shown on I. Protect all existing work from paint overspray. shall promptly replace any and all material, workmanship and equipment which on the drawings. the drawings. Z does not conform to the plans and notes. All materials used on this contract 2. Upon completion of work, remove all scrap wood, debris, materials and O G. Reinforcing tools from site. shall be new and the best marked quality it unless specified otherwise. g - 8. Joint Sealant Two arts Pol sulfide sealant as manufactured b Thiokol d y p p y y I. All bars in masonry shall be lapped a minimum of 40 bar diameters. Dowels - Ln Glass A5, self leveling or multi-part polyurethane construction sealant by VIII. Metal Work for walls and columns to be some size as wall reinforcing. Refer to F. Samples L.M. Scofield, in matching color. Structural Engineer's specifications for all steel sizes and locations. Scope of Work - Provide all labor, materials, tools, equipment, transportation °C When so required by the Owner or Landscape Architect, Contractor shall submit and necessary incidentals for completion of all metal work where shown on the W for approval samples of the various materials, and specify finish thereon. at. Curing Material - Hunts process MD-70. 'Lithochrome' color wax for color D. Gutting of Masonry drawings, including but not limited to the following: 0 conditioned concrete by L.M. Scofield, in matching color of concrete as 1. No cutting of masonry units shall be allowed unless shown on the drawings. A. Materials 6. Local Codes indicated on the drawings. I. Steel tubing in sizes shown on the drawin s ASTM designation 500 and/or All construction shall conform to all local buildingcodes and ordinances. It is E. Grouting of Masonry hand forged, cold rolled wrou ht iron in sizes as showg on the drawin s. <<<<<<I Contractor's responsibility to verify all codes prior to commencing work. 10. Color Conditioned Concrete - 'Ghromix' admixtures for integral colored I. Grout all cells with vertical steel solid as shown on the drawings. g g g concrete by L.M. Scofield Company. 2. Grout all cells below grade solid. 2. Hardware - hinges, latches, bolts, washers, screws, etc., to be heavy duty. H. Utilities _ 3. Concrete - Glass A concrete minimum 2000 P51 at 25 clays and/or II. Dust On Color - Lithochrome color hardener by L.M. Scofield Company. 3. Provide minimum 3/4" between steel reinforcing and blocks. � y Contractor shall be responsible for verifying the location of all underground g 'For-Rock' as shown on the drawings. utilities, electric cables, conduits, sprinkler lines and all utility lines prior to any 12. Surface Retardant - 'Lithotex' top surface retarder as menufactured by OD >' construction. L.M. Scofield Company, or 'Sikes' surface retardant or 'Ru esol' as F. Weepholes 4. Paint - Zinc Chromate primer, Rustoleum finish surface coats or equal. co p g I. Open joint weep holes at 32 O.G. maximum on bottom course of retaining 'Metalizing' or galvanizing or powder coating if shown on the drawings. th I manufactured by Sikes Corporation. walls with I cubic foot gravel if shown on drawings or approved drainage Q I. Removal of Debris and Glean-Up system per Structural Engineer's specifications. B. Fabrication and Installation 000 0 _ Contractor shall thoroughly clean and keep free of debris and waste material ub gr ade I. Contractor shall make all measurement for fabrication in field prior to entire construction area to the satisfaction of the Owner. I. Grade all subgrades to a uniform depth and compaction. Moisten all G. Expansion Joints starting work. LO Q subgrades prior to pouring of concrete. I. Provide vertical expansion joints in wall per local code and Structural O) a J. General 2. Out all footings in undisturbed or compacted soil. Engineer's specifications. 2. Horizontal bars to taper with grade or step with grade as shown on the The general conditions and an special conditions that Owner may require shall drawings. Vertical bars to be plumb. W I- g y p y q 3. Place sand or aggregate base as shown on the drawings and as specified H. Waterproofing Z C.) apply with the some force and effect as though written in full herein for all b a Soils Engineer. 1. Waterproof all retaining walls below grade with asphalt emulsion, 2 coats. G. Welding C construction sections. y g I. Weldin to comply I with the re uirements of standard code for ARC and g py q Z I. Cleaning as weldln _ G. Forms g g g = W WO II. SITE EXCAVATION AND ROUGH GRADING I. Use only finished lumber. Set all forms true to grade and position. I. Glean all masonry work, remove all mortar stains. � J () Scope of Work - Provide all labor, materials, tools, equipment, transportation and 2. Weld to only clean, rust-free surface. Q � U necessaryincidentals for the completion of all clearing, stripping, excavatin , 2. Upon completion of work remove all mortar droppings, debris, materials and (n p 0 p gg 2. Moisten all forms prior to pouring of concrete or use approved form tools from site. 3. All welds to be continuous and free of cracks, craters and porosity. Tack Z O backfilling, grading and related work as shown on the drawings, including but not release agents. welds not acceptable. O co limited to the following: VI. BRICK MASONRY cr Z D. Expansion Joints Scope of Work - Provide all labor, materials, tools, equipment, transportation and 4. Grind smooth all exposed welds, match adjoining surfaces. W W Z Q A. Protection of all curbs, walks, walls, structures and other existing work which is 1. Place expansion joints in concrete at intersection of concrete and fixed necessary incidentals for the completion of all brick or stone masonry as shown on 0 Q to remain. structures, i.e., garage, walls, base of steps, pool bond beam as indicated on the drawings, including but not limited to the following: 5. Plug all open ends and tops, and weld. W Z Q .-. the drawings. Z D. Painting � O � J N B. Clearing and stripping site of brush, debris and other foreign materials as 2. Place control joint in concrete not to exceed a horizontal spacing as A. Materials I. Prime all metal work with one coat Zinc Chromate primer. O a t0 J v outlined in the drawings. specified b l soils engineer. I. Brick or stone conforming to ASTM A-62 grade MA as shown on the drawings. p y g 2. Paint all metal work with 2 coats Rustoleum in semi-gloss or flat as shown G. Excavation for all foundations and footings to the dimension and depth shown on 2. Cement - Standard Portland Cement A5TM designation 0-150, Type 11, 111, or on the drawings. Paint to be 4 mils minimum dry thickness each. g p 3. Place construction joints in concrete where casting on concrete is to be �/ low alkali single brand throughout. Refer to Soils Engineer's � the drawings. Bottoms Of excavations shall be smooth and level. All loose stopped and subsequent casting is to be started. 9 g g s report for 5. Prime and point per above, all field welds. material shall be removed therefrom. recommendations. p p Z E. Concrete E. Protection and Cleanup Q D. 5ubgrades shall be watered and compacted to a relative compaction of C15916. I. Glass A concrete shall contain not less than 5 sacks of cement per cubic yard 3• Sand - Glean, well graded A5TM designation G-144. I. Protect all existing work from paint overspray. J and be proportioned to attain a maximum cylinder strength of 2,000 P51 in 4. Water - Water used shall be of potable quality. 2. Obtain Fire permit where required for on-site welding. 0. E. 5ubgrades under all paving shall be true to grade and cross section, hard, 25 days. Compressive strengths are to be determined in accordance with W Q uniform and smooth prior to placement of base material. A5TM C-3q. The slump shall not exceed 4". 5. Steel - Reinforced steel for walls to be Grade 40 deformed bars A5TM 3. Upon completion of work, remove all scrap iron, debris, materials and Z (- designation A-165. tools from site. Q Z F. Backfilling of all excavations and trenches after placement of foundations, walls, 2. Concrete mixing - All transit mixed concrete shall be mixed and delivered in V co 0 W walks, utilities, etc., as outlined on the drawin s. Gom action of backfill shall be accordance with the requirement of Standard Specifications for ready mixed 6. Mortar - by volume, freshly prepared, uniformly mixed in ratio I part cement, Q LL p g p concrete A5TM C-cI4. 1/2 art lime putty, 3 arts sand conforming to ASTM C-2-70. Omit lime putty W CC in acceptance with Engineer's s ecif ications. p p y p g p y J if lactic cement is used. pp s d. p O Cr. QO F. Concrete Finishing Z Q LL G. Grading of areas indicated in the drawings including bringing existing grades to 1. Broom Finish - Tamp fresh concrete with heavy metal grid. Screed with straight 1. Grout - by volume, freshly prepared, uniformly mixed in ratio I part cement, Q Z - 0 within 1/10 foot plus or minus. Final design grades as indicated on the drawings. edge to remove all irregularities. Float to a smooth surface, steel trowel, 3 parts sand or I part cemen , 3 parts sand and 2 parts pea gravel. J 0 c J and edge to an even hard surface. Score as indicated on drawings. Use a B. La ing of Brick I W H. Stockpiling of excavation material or import top soil fill and sand shall be as new manila hemp bristle broom. Brush markings on slab in uniform fashion as 0 CO outlined on the drawin s or as a roved b Landsca e Architect. shown on the drawin s. I. ay all masonry straight and true to line with brick vertical joints plumb over � W W g pp y p g each other. Horizontal joints shall be level. Headers and corner units to show O 0 0 2. Rock Salt Finish - Tam fresh concrete with heavy metal rid. Screed with finished faces where exposed. Joints and bond pattern to be as shown on V I. Glean up and remove all debris and surplus material and remove from site. p y g the drawings. W straight edge to remove all irregularities. Float to a smooth surface steel J O -I g g 9 J � 0 trowel and edge to an even hard surface. Score as indicated on drawings. G. Reinforcing a III. DRAINAGE Hand broadcast rock salt in even distribution and tamp in. Wash off concrete I. All bars in masonry shall be lapped a minimum of 40 bar diameters. Dowels Q COa ZQ Scope of Work - Provide all labor, materials, tools, equipment, transportation and with enough pressure to dissolve rock salt after concrete has set. for walls and columns to be some size as wall reinforcing. Refer to Structural (� U. Engineers specifications for all steel sizes and locations. 1.. 0 CC necessaryincidentals for the completion of all drainage systems as shown on the ��-- p g y 3. Pea Rock Retarded Finish - Tamp fresh concrete with heavy metal grid. V W C� drawings, including but not limited to the following: Screed with straight edge to remove all irregularities. Float to a smooth D. Gutting of Masonry Q I. Use masonrysaw for brick cuts unless specified otherwise. Bricks cut less O _ surface, steel trowel and edge to an even hard surface. Apply surface sp cc - � � V A. Materials retardant to finished surface, prior to initial set per manufacturer's than 1/2 length shall not be used. Stone to be cut with chisel and hammer. I. Acrylonite Butalene - Styrene (A55) Schedule 40 drain pipe, perforated or recommendations, L.M. Scofield, usingsprayer, providing even distribution. E. &routin of Masonry non-perforated in diameters shown on the drawin s. p g g y p g Reveal aggregate by using water jet and coarse fiber brush to remove I. Grout core walls solid as shown on the drawings. SHEET DESCRIPTION 2. Basins and Drains - High impact plastic Styrene drain basins, catch basins retardant paste from surface, washing thoroughly until surface is clean and g p p y exposure is complete and uniform. 2. Provide minimum of 2-I/2" grout space between double brick walls. Provide with grates, high impact plastic Styrene deck drains, and/or precast concrete minimum 3/4" between stee-f reinforcing and brick. drain box and catch basins and cast iron grate in diameters and sizes as 4. Hand Seeded Aggregate Finish - Tamp fresh concrete with heavy metal grid. CONSTRUCTION shown on the drawin s. Stainless steel or brass deck drains in hardsca a as Screed with straight edge to remove all irregularities. Float to a smooth H. Waterproof in C/TY OF PALM DESERT g p g g g . . SPECIFICATIONS shown on the drawings. surface. Hand seed surface in uniform fashion over entire area keeping stone I. Waterproof all retaining walls below grade with asphalt emulsion, or other as INSPECTION SCHEDULE NOTE 1/2" minimum from edges and expansion joints. Tamp aggregate to a uniform specified by Soils Engineer. REFER TO THE TITLE SHEET FOR THE CITY OF B. Trenching and Laying Pipe depth below concrete surface. PALM DE5ERT'S INSPECTION SCHEDULE. DESIGNED J.L g y g p 1. Gleaning and Sealing I. Trenches to itch a minimum of 115 per foot unless otherwise indicated on the - I. Glean all masonry work. Remove all mortar stains. Remove alkali with solution p p 5. Stam ed Concrete Tam fresh concrete with heav metal rid. Screed y DRAWN p p y g of muriatic acid and water. Apply clear sealer to exposed surfaces if shown .J.L drawings. Contractor to verify all invert elevations and trench depth prior to with straight edge to remove all irregularities. Float to a smooth surface. pp y p excavation. Apply color hardener 'Lithochrome' by L.M. Scofield by the dry shake on the drawings. CHECKED F.M. method using a minimum of 60 pounds per 100 square feet. Apply in 2 or 2. Upon completion of work, remove all mortar droppings, debris, materials and DATE 2. Bottom of trench shall be smooth and continuous to flow direction. A hollow more shakes and float after each shake. Trowel only after final floating tools from site. 5-21-06 while concrete is still plastic using imprinting tools to make pattern as CONTRACTOR QUALIFICATION NOTE: )OLNO. shall be made to receive bell of pipe so the joint will not bear upon the p g p g p em.G.�.Entr shown on the drawin s. Apply color curing compound 'Lithochrome' color VI 1. CARPENTRY ALL LANDSCAPE CONTRACTORS SHALL BE CALIFORNIA LICENSED C-27 subgrade. Adjustments to line and grade shall be made by scraping away or g pp y g p fillingin with backfill under the base of the pipe and not b wed in or wax by L.M. Scofield Company using roller or sprayer. If 'Bomacron' type Scope of work - Provide all labor, materials, tools, equipment, transportation and CAD FILE p p y g g ALL CONCRETE CONTRACTORS SHALL urface is shown on drawin s a release a necessary incidentals for completion of all carpentry as shown LL BE CALIFORNIAGALIFORNIA LICENSED G 8 REMEMG F'agent must be applied prior to on the drawin s S EG blocking. texturing the concrete. Color curing compound may be optional,as including but not limited to thepfollowing: p y g ALL MASONRY CONTRACTORS SHALL BE CALIFORNIA LICENSED 0-2ct SHEET NUMBER Indicated on the drawings. REC Ili r 3. Trench material shall be used for backfill. However, no rocks or lumps A. Materials shall be used. Welded joints shall be given at least 15 minutes setup (6. Sand Finish - Tamp fresh concrete with heavy metal grid. Screed with I. Wood - rough sawn, resawn, surfaced 4 sides where shown on the drawin s, ,,rR straight edge to remove all irregularities. Float to a smooth surface, steel strai ht, sound, free from marks, pin head knots, sap pockets, slivers, an s C 6 Z-J before handling. Above the level of initial backfill, the trench may be g g g chec�s. Select grade or better where shown on the drawin s. backfilled with trench material. trowel and edge to an even hard surface. Prior to set, lightly sponge g g " L 'F1iLRKS'E'r CooONSTRUC,710N SFECoolFlCoATIONS OF 21 SHE 14D 2006 I I I II Y ,, e • a a , ," r ,w ,m roo ,oe no nr na . N LIMIT OF W,,'ORK REFER TO &ERALD FOP,D ST•, � �; ' CAPE LANDS E PLANS. a, - •' rm - ,e, ,w - "' In- IIIIIIIIIIIIIIIIIIIII I I n i I M" I I IM I M I I I I }` I I I I I l� w w „• ,r f{, �l o w ao a w r, no In I 1 u I A i/� o if �'i , " as w or M fw IN 1" �`, i I w ,, �� SUMMERS/MURPHY & PARTNERS, INC I < 1" y%�', n w " w LANDSCAPE ARCHITECTS In a, 1. ,w 341197 COAST HIGHWAY, SUITE 200 I \ n It ` ' ,' >,' ' l y' •• w DANA POINT, CALIFORNIA 92629 1 ;��` ,• I. (949) 443-1446 FAX (949) 443.1631 i { " t �__.��t ,� w s in 1 `�, ( I� � ` I �.,, a, f). .{"f 1 n ,n ,n I �{ i•; w w n w ,a w ,w w I } I i I 4 1 it : ,y „ �pNDSCgp td a 3/4" " " ,n " �QF.� M. Murphy F9,p� Y n ` J1�1 \ 'S "I I ,s u I ae n O CA s /f \ \:,'x f it r �, n ,., ea ,w y taf -1 s<, 1� �R - vim-- -- �.,.a 1 � _ „ �� eon oa �° Signature � ea 7-31-08 1�#- .y 36 Je >0 ,W � 1" Renewal Date , : i f N " U M I 41 - `..., 1" ae a a " , ez •, Date Y, A / ._ ,{ as 3]y- y / ( i � "y µ ' X. � µ M 3t i_ " a , T�C� CAL1F0 - W35 " These drawings and/or the t n. o e e „ J'. , ,; " s accompanying specifications , �' °' are the exclusive property of ; ; M S .- v1 � " � • e e Summers/Murphy & Partners, a, — ,. Inc and their use and publi 30 1 1'/1 Nl:��` n a °' " to cation shall be restricted to the ice , ; ` . 111. I IS m original site for which they I. , ' I I -._____� F,� ,`` , e were pre17 pared. Re—use, repro— �,- ,e „ duction or publication b any i _. 9 } i ! i �, j/ -._..-- � , "�� l � -__ �` ,° a. � � �, method, in whole or part, is 1, �'r_ I v\ , <' \I ,, ____ prohibited except by written i - � �,``" , A`', permission from Summers/ I I r w\ \I, Murphy & Partners, Inc. I nr �� KEY MAP I i '� )-'`` ��/� � ,- ��,a` 3/4 N.T.S. __ r > u ,;' u n r R � � , ,', 3/4" 1 1" �� ti ` r r�1 , " ,f> ,, E ;' Ii ----"1 A- ) ,,. J 1" IRRIGATION MATERIAL LEGEND s '�""_�� ' ��r r 11 _ , i `� <' �` /�j �a _ft I SYMBOL " a i , ,'psi � - , i �` ,* - ,! 1 n �',; /� GPM d � <,� H MODEL NO. / DESCRIPTION I ' � r' I `. `� -- ,/ I - — " ` rE ,f i >i .� 1 ',: ti/ ,v� ✓ ,'` _ L 0 AND SMALLER &3 is A:} 1C.3" f JC I?. PCB 25 BUBBLER HEAD ON SCH 80 RISER INSTALLED 2 ABOVE FINISHED GRADE FOR 24" BOX A 25 (0 5) 2 ) _ PCB-50 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 36" BOX ( ) ' ; r. �; - 50 1.0 ` '. ;r` z-*".".., - Vt� yr, *-''r c - ' �3. ,„ n i yr-,�f J `.y 5 tt'.i ,,,,.,+_ �{ 1.0 (2.0) � in - e a; 1. , -_, " `;:; EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE PLACE BUBBLERS AT DEDGEOOF ROO BALL(EON OPPOSITE r i -'� •+x'.., .r._. F .,'Y.; i, .- ,:4 n n �.. '---__._" r ,`, b »:`'. :. -,. , , i_k F)tX_ ,,1 `,.:3'..r %R^+, '_6`,r" t i J( z- `'., - , ,Jai;, , / _.4, � ,c. >ec3 SIDES OF TREE TYPICAL. � ''t �r y , 34 >' ti w I .:t. °.. », f Y / 1 ,:� 'y /i1 Y q�:t: ;( k r^;,� r. ,t,z } dJt}C"z 'r"_ �,t.r r- x }"} , , i. ::, .. ;,t 'R... ,.ver , r 7,� 1 , \. if .r f ,... '_ ,�'' _C . r' A 'v \ `: k ...,,..-,l ,_ :,, r •\ ::, „- _,'," "f,K,';,.-%",r"•,Y , `¢ T e.r l: ,l` zl`\,. 'V� !^f;r,r s „ �__s+ t, ....,-' `..; ," v__.__- f__.- ..,y 't -y __-.—. '�'`L_... wz '' �',,� t 1�...-_.J .r ".....v'. '� �." )) , ' ,� :,, ..•--. .P".. - __ ,:, .v n -;u' `>J ar`-;i�i,,,, ,1r.a :'� 4 ,, 11 ' �,.1-1 _,,_ - ;�t . , " �., , . , . ,,r, .J� v,_, _ � . ,�, _ - NOT SHOWN _, n.r �,_-, ,'„� ,_.,,._,� _ _, ,,,, XERI BUG XB-05PC-1 XB-10PC-1032, &XB-20PC-1 PRESSURE COMPENSATING DRIP EMITTERS 0.5 1.0 2.0 GALLONS PER -,. 'a, >' -,t �_ i - ' _,_-.,r .. �, ;:r `' r,� ,�;= � �` " ,` =: � ;�" �r " "+ `' ;C,� '�� +�r» �, HOUR SEE PLANT DRIP EMITTER MATRIX BELOW LEFT FOR SIZE AND QUAANTITY y a r >r i ) Q q - : �1,,. C1n `' "._,,.,�,-' .'= ,"_',` ;''_-T'_._`,;..,-'`C..•, {"'aC- n.,c-' ' w $% t,'--•c.. *.,.1 L:'t.., ;.:1', i' ____ ..._..A., : .� / ;-r7;+- �, 'faY'Y`<,,U ?�.,f,5. ,,,.... �• ',_> ^,,._, ,rsf �,`-i ' ,; `^1. t_✓, " t ..,-,, a} J7i,, - _,',, - _�', s' < J 11/4 = -' � '� ��''� I NOT SHOWN POLYFLEX RISER AND MALE ADAPTER PFR/FRA CONNECTED TO THREADED TEE ON PVC ON BASE AWD THREADED 1032 c DRIP EMITTER ON TOP <<<1<<.j J, ,�1111 i ! `' i _:.___ ----- '.-; -�___ ,.` �,`�' I- �.%�--� tom_ : NOT SH01�'1/N AG. PRODUCTS "SPIN LOCI' 1025 SETC FLUSH CAP SL X 3/4" MHT W/PLASTIC CAP AS FLUSH POINT, OPNE REQUIRED AT THE \ � V , c� U i i _�, - G. Q �' 1. '' .,��'%->£,�>�L>,`Ky-�3 ?�5� END OF EACH POLY TUBING LENGTH " r \ ` 4• {1� , 11/�4 - �'``� I r ,' �, , a' i " ~ nt ," Q 33DLRC QUICK COUPLER VALVE, INSTALL WITHIN 10" ROUND VALVE BOX1. s 1 Y" - tc �-a n ".�. X' a r a 1. ! €, ,I s �' 1 ,y 4 . `t , � �t `-yam ¢ / v t - # 5;?*� i i r 3 9 s .i i� ,:�iY' . " n �.:- n -�`J _ 3 '` = ' '` - - CONTROL VALVE, SIZE AS SHOWN "I I �11 , , I I'- I 1 __ � ' ``' ICV 101G A (1" 11/2 ) SERIES PRESSURE REGULATED PLASTIC REMOTE -_'�, "i, , , �'�1'1_ _ 1 11 2 ;11 W2 c�� S E S � t ' }�12 , rL,�4_4,; , `� ,, I," ""I ��. -- - I '1, � ,-' { ri �. '� ----- ----__ wo a E V.0 er E �..: _�4 1 B18 - : ,; ;,` a n y c � ICV-101G-FS (1",11/2") SERIES DRIP REMOTE CONTROL VALVE ASSEMBLY, SIZE AS SHOWN, INSTALL/AG PRODUCTS 1"#4E - - 1 '41 ' , a , ' t s� 3 a -- - `" ! 120 MESH WYE FILTER AND SENNINGER PRESSURE REGULATOR PMR-40MF FOR DEMAND LE TH ! :' , p ! i. :,�,+: { :e+ ¢ - tr is I, 'F a a>':. I' F,a f f' ,.. .. I ,t . ."i,- !, .._ _. 't_t... .a_,S ,..,- -- t= ;f..>..>r• t ,- > if:�� '..1. A.,' .. '4{' i..._ {ts ..,,. ,Y, c�-,€ �r -; ;r�s. F r€" Y , ice,, ' if `� "t k. t Y -.! _ : ,,..may-.- , ., '{ Y �_ Rtl n r ,iy_- e ,i, tV r i -" i 3 } .x. 4 ,,, ;s { f ,{ �:, ';, �I'€ , < e�, V t as t i a & , 3; 4" OD I i - - - REGULATOR FOR DEMAhND ATE H 1, ,� r a a r a , 11/2 SIZE #4E 120 MESH WYE FILTER AND SENNINGER PR 40HF PRESSURE REG TO O S GREATER THAN 8 �r f } ' _ � :, ,,, , :,, ,.;, a ', + , `„ : a ,:, r , ,,s , ,+, 'f r -, :- r r. f`� r a r1 r{a 1 ,-7, a .� , . � f �i r f , yr, , , , , a , , , .�, {, } ,,,, : , , .., �.� . r ,� _;- tl r ' -! GPM. INSTALL BOTH ON THE DOWNSTREAM SIDE OF EACH DRIP RCV r , , € a �. f s ..{ 3 1 +,.. }. f, _. , , z >�,t a ', _ is ,® "..•- a s f : y. F 5 ,' , t , )' r a , 4 � Y-r: ','� !, c a' If"6 it+i f fr a= s ° l s t (,a� t , ° tff , _, r s v , Y 1 ` i : i. , 9 , , ?::i s -. :., ; .., t� n, _: : : ,+ ,r S '�`,. ,., , , ... .,, {t,: s =, ,�. i 3 t., t�: - a ,. , :r 4 ., yy , - ?r9 f k ,: , s s r , '. 17 J .. st , ,,, 3 _-.. - 3' .t 5 d s , , :'3 .r . , ,. .3 r e ,t 7, a -a a , , - 1 , y e , , . ,y _ st ; 1 e:' _.__—__..___,. + — PVC PIPE 3/4" - 2" CL. 200 AS LATERAL LINES 1 2" BELOW GRADE _ _ 1 : 1 � � fa ! a r; r ,. a. „a a a(. e ,. .. _ ,! rt t f , ,., , f > f. j -..��' s q ek i r ,.y x _. nr a a + ' r , ., f, , s -'J� i �u' _�r'y, i P'_ 1 t i P 3 9 i i -F ,r' ! t }; i ! �. ,y 4f E i I �..„ t r t �\° //�) r ':r PV PIPE 21 2 L C / C . 31 OLVENT WELD A MAINLINE 18 B L 3 q 5 S S S E OW GRADE i. t I Y._ yy }f=tf'a ("' i+ t E1; i' ;e 1 i -ti .a.li a I e� q �" W a4ce is— : a �, , , J +s a e r ' ;t i i =ice. 3 k. �t E t S s' � q i t, _. ry- Z I ! � i'�s ti f,(( f i d r, � n. § PV PIPE H. 40 x � f4 C SC A LEEVING TWICE THE DIAMETER OF PIPE OR WIR �:1 f' t �� r, S S E BUNDLE CARRIED I �f a t r„ r t '1t„+ I f � I `i t' I f , if :�i' '; 't�k I °� 'tar �, j 'i 'fit � , i ' R - t_, ' ' Yam' • ,°'' �{. �' ,�.. - - „ „ „'' - f ° ;, r , , ,, F � , � ,,� ,�."'' . ' -+ " _ ' _ __ ` � '`' PLACE BELOW ALL PAVING HARDSCAPE ETC. AND AS DIRECTED BY OWNER'S AUTHORIZED REPRE=SENTATIVE. t # , # € l-, _ 1 'f " y pr � i 1 €, .r.a: _ _A...,+'z,=2 I _ .,.a, -. ,«�., > EV n..,. -,_ ,.,x i" .F. - :- # _ r �.+ 7. r r t e i ' t f , � , f €Y 4- c Pc dam' Y- "S i A I _ , I �' Fi i ALVE NUMBER h r .�..t 3 I Ia 3 - r LL e I ey h 'Ii 'i a sf: `W s , I : , f r t___� W i �a .,....,,.....,.._...a..v _— -_.r.— .___.�._e..��____itd__._._....1,-..___. .....,,....,.,.. -'""--�-_ i --�_ -'' / `°f! `p r' -`4 •��S 4 k§ ,_ i �. E �I 4 ---G.P.M. t �-,� y ' t " li f :`9t l' ? :' ` i., s+ t - 1.,, r i y.,x.,,,jr .t ' P I ( 8_ r r..-_., i /' ., i i,,_ , ,, p 1. -- -,,r i i - ',,1LU n� ( '' `, � - 1 2000 �QTY. OF EMITTERS IN DRIP ZONES ONLY I I mo- € � -, - _ - �': l ( ) ....._ ..�..._ K _ .._._ - , ---"a"----e.,._+-- ._ , _. �_, �.. „ �� _ t_____-_' , ,;+b---w, a.m� _ -.. _-+- ,;,.-'___'i' - _�tk. 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Yt + -I, ..-, O '`\ " x I , i s I ;# f �t 'ti, ,^,-_°8:,i ; s, -.„,;.,nr<-;?r'e r•>;:s7 s t«1`p"f-i; ....>" "«'a.xr--;�'; _"` a, Y-'-5-:�' ` _. - 11 B19 13 -11 _ __. _ - s _,_. , — , a '� r i ,. .L. ,f , , ._---- �----- 11 . , ) r �' �� Y _ ¢� ref ¢ 0. r „ , .fi r. E 111&n s - 1� ,�� i: :.,. , e, $ tLy�1 4, E §} 3 ti, � i ,,, . , € + tom" I - `-�-I `0 i ,. 1, :„' 1 ,: �I ., , ,ya'.A', , �€ art -n- J` ,, , . ', a ' `; t 1 "�r : t i=� 1/4 _ ��:.� - w , . � k 'y l 4 f 1 / it�., r ir �, -,, � __: W Q J. 0. 1 7-� i. , _ 11 " 4'.,, )„*aJ , - "-,p��, ti7L o e R f`1 L� - r /411 C ';A� ' °°�'` j 1 . >_ _ NOTE W -'', - -_ U o ,, 1" 3 4" __ L .. . ,� 0� ,1��1 < ,.;• - _ - MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATIiON TO Q �„L Q / 3/4" � BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. W zi jr .� , , -, 5 - -_ 11 4" , �- 1 2,1 r 1`�. 1' "! , n � t 1,1 ;� C ��",; �` .1 NOTE: �. 1 Q t - ` r _„ ,w LL j fi� y I ; ��z,, �� - - --,��r < -: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMODATE ANY # '�, 11 ,! , „ _ ,ra `:� ems, 1 t'-r , ': :, —"/ , y 1 '. v 11 =1 "� n 3' 'ji �,' � �� r �'' VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO L-IGHT F a Z _,Nl " `. I", I, � t�_`;;,)}, ��,rJ � � c Y POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED J -.' - °, „ ; �'. ", �!, ;GUI �-�' REPRESENTATIVE PRIOR TO COMMENCING WORK. Q CC ,r a, �. . ,", ,� t / " ti � - r � , L„7:_ i. a I 2 CO CC ,',. a, n f y - n _, � �: , . , T K r Pit M 17�5ERT ; '' 11 4 1 t�i� � L. NOTE W Y. - ,r ,,'-� �_...». ..�� .,- _� ,_, ;,, � .:- ;� � ,. - � -.� .a ,cam � r' �" BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY',y W :. n w - _, 11 4 INSPGTION SGH�DU NOTE r -t<�.-—._._.___�..r J ; r J ,r - �- 1 AL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH I TREES , �; _- __ _ :, _ _, .' z ;-' , - .r �% ', �' 1, ", _- AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LLAYOUT U �, '4 o F _:.,w , : <_'11-`�. ' _�, 1" 1 ° PALM DEO5ERT'S IIN5PECTION 5CHEDULE ITM IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCINCG WORK. � O 1 11 , ,. a l _ , , 3/4 ; l - �, r �. ' 34 �� M Q _„_. : , l - ,� 4n 1 n / i ! _ ( s. _ l '�. "_ Yr r:. W W U o0 r ce O -_ - These plans have been , _ ,� v e e e c e V e W er Dlstr><ct m accord r "I � , P T R with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. oc = Im — W ____ f - � - -. Y requiring efficient landscape and irrigation design in cooperation with the local �� "�'�" , s T R � governing agency (City or County). "Approval of this drawing by CVWD staff does not 1" % � constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, SHEET DESCRIPTION `' ' y .. - " r _, walls, and permanent structure of any kind may not be planted or installed in CVWD _ ___ _ - / '' and USBR easements or right-of-way without first obtaining an encroachment permit IRRIGATION __, - - 1" 1 1 „ from CVWD. FLAN s � 1111111111100", DATE WATER MANAGEMENT SUPERVISOR �� _ � -11 I ", ' 4 1 11-, ,. DESIGNED SSA --------- -- i ! a, € � , „ __ =% /1 - DRAWN S A " _~ ti ,//,j �_ i I \ " 11 / I / - I CVWD PLAN # DEVELOPMENT SERVICE SUPERVISORCHECKEDSMP ,' r , , , J ✓- 1 r': y ,� 8-21 06 _. _. JO NO. em.G.>=.Entr 08SA15 N06 i �rr�,�+ sweeney+ associates CAQ FILE IRRIGATION DESIGN AND CONSULTING /� � �}.� . I i — I O R M I I C✓.� }L— SHEET NUMBER 1 / 1 I " r"I California ` f 38730 Sky Canyon Drive,Suite C 1" Murrieta,CA 92563 g�- , I j 951.461.6830 p 951.461.6850 f a� �, �. i r t ' email@sweeneyassoc.com 1 www.sweeneyassoc.com �1f1(ira i NORTH �� r ;',' Murrieta,California`Austin,Texas'Ft.Lauderdale,Florida O I 101 O1 20' 50, 40 I M I =1 I' M I I I I S -I � I I [_� I I fi' +J FR.4.RKSDEf' LIMIT OF JNQRK REFER TO &EiALD FORDEET G P L DSGAPE PLANS. OF 2 I SHEETS - 1 ,0 2006 a - n ,r Ir w, wo v r r n r ,1 ly 0 r ai s r n Its Ir u SUMMERS/MURPHY A PARTNERS, INC LANDSCAPE ARCHITECTS " r "• 341197 COAST HICIMAY, SUITE 200 " r DANA POINT, CALIFORNIA 92629 " (949) 443-1446 FAX (949) 443.1631 r >• ,r w, r ,r m ' lal Ir i, Ii1 • to '� Is ,1 w 1� N )SC c I V 0. M urPh -� _ _-- n n / \ B 16 15 - Q° 1 8 B 15 18 B 17 a, r „ r r Signature 1" 225E " 7-31-08 Renewal Date i n 4 - _, " 11 4 _ r e - - CA d , i, "I r Wl Liu __. �TF 1 _100 �F U�O� - - _44 10 / _ -= n a These drawings and/or the accompanying specifications % s " 2" 11/4 21� „ m Hying 3/ - Q are the exclusive operty , _, _ Summers/Murphy &r Partners,of a 4' - . I� 21 2" -�_ a ,� " tt Inc and their use and publi 12 �.�_ O� 10 u a r n 's � „ " ,3 restrictedcation shall be original site for which they ___ were prepared. Re use, repro- 21/21- ___ __ __ _ _- ductionorpublication by any _�-----' ___- -- - ,_�-- -- - _- method, in whole or art is - -- — _ _ _ u_ - yam- - - rohibited except by written � , - ---., ^----" z .�i�2 � permission Summers/ 1 34 ' from +- - _-_- Murphy & Partners, I n c KEY MAP _ , FR N.T.S. FR '\X i { 4" -- ,. � � IRRIGATION MATERIAL LEGEND _ , j - `' f- 11/4 - -- SYMBOL 1" 3/4" Q T H F MODEL NO. / DESCRIPTION GPM - ' B21 7 r 4" _-.- , _ 0 - AND SMALLER = 1" 231E - " 25 0 5 D 2"AB R 36" BOX50 (1.0) r` PCB 25 BUBBLER HEAD ON SCH 80 RISER INSTALLED ABOVE FINISHED GRADE FOR X A z - � f 0 B20 - 16 PCB 50 BUBBLER HEAD ON SCH 80 RISER INSTALLED ABOVE FINISHED GRADE FOR PCB 10 BUBBLER HEAD ON SCH 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 48" BOX TREES AND PALMS ( } REPRESENTS TWO BUBBLERS PER PLACE BUBBLERS AT EDGE OF ROOTBALL(ON OPPOSITE EACH SYMBOL REPRESETREE, - SIDES OF TREE TYPICAL. LU LU r NOT SHOWN XERI BUG XB-05PC-1032, XB-10PC-1032, &XB-20PC-1032 PRESSURE COMPENSATING DRIP EMITTERS; (0.5, 1.0, 2.0 GALLONS PER 3 z HOUR) SEE PLANT DRIP EMITTER MATRIX BELOW LEFT FOR SIZE AND QU/ANTITY r � , NOT SHOWN POLYFLEX RISER AND MALE ADAPTER PFR/FRA CONNECTED TO THREADED TEE ON PVC ON BASE AAD THREADED(1032) f _ DRIP EMITTER ON TOP a a a a a a f, 11 11 NOT SHOWN AG. PRODUCTS SPIN LOCI' 1025 ETC FLUSH CAP L X 3 4 MHT W PLA TI AP A F S S S / / S C C S LUSH POINT OPNE REQUIRED AT THE Q r END OF EACH POLY TUBING LENGTH Q 33DLRC QUICK COUPLER VALVE, INSTALL WITHIN 10" ROUND VALVE BOX ICV-101G-AS (1", 11/2") SERIES PRESSURE REGULATED PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWN CO ICV-101 G-FS (1",11/2") SERIES DRIP REMOTE CONTROL VALVE ASSEMBLY, SIZE AS SHOWN, INSTALL/AG PRODUCTS 1"#4E CO M CC 120 MESH WYE FILTER AND SENNINGER PRESSURE REGULATOR PMR-40MF FOR DEMANDS LESS THIAN 18 GPM, AG PRODUCTS I Q 11/2" SIZE #4E 120 MESH WYE FILTER AND SENNINGER PR-40HF PRESSURE REGULATOR FOR DEMANVDS GREATER THAN 18 CO GPM. INSTALL BOTH ON THE DOWNSTREAM SIDE OF EACH DRIP RCV 00 LO PVC PIPE 3/4" -2" CL. 200 AS LATERAL LINES 1:2" BELOW GRADE Q 0- PVC PIPE 21/2" CL. 315 SOLVENT WELD AS MAINLINES 18" BELOW GRADE: 1 � 1 _� PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED z PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRE=SENTATIVE. --VALVE NUMBER O �IL z = w - 0 � 2 .P.M..� A O 20 �G V 01 1" 2000 �QTY. OF EMITTERS(IN DRIP ZONES ONLY) 1 \, rr \� \ VALVE SIZE \ i \ Z 0 OD j v NOTE A: LU W Z O r , \ 1/2" DO k 2" SERVICE `.� POINT OF CONNECTION SHALL BE A 1 DOMESTIC WATER METER WITH A `� 0 � Q � -� - ,�� -" `�\ `�\ LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR � TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS tY 0 W l` w Z Q FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE zLLJ to r W„ - , ,4 MISS - INFORMATION ANY �\ `� � I N dcm INE: i `�. r CID _j �'` '`� CONSULTANT SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFOFR O) REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE. v ti CHANGES RESPONSIBILITY OF THE CONTRACTOR. V _ f B14 12 ' DESIGN WATER PRESSURE 58 PSI n r � STATIC WATER PRESSURE 101 PSI - ffff k; R r --_,, � ,� � MAXIMUM SYSTEM DEMAND 22 GPM Z 1„ RESIDUAL PRESSURE 35 PSI ... 3/4 B13 2 SET PRESSURE REGULATING VALVE AT 68 PSI J I a. 21/2 -� NOTE B: - ALL BE A RAIN MASTER EAGLE ME30EGi-PMRKIT INSTALLED IN A STAINLESS STEEL ENCLOSURE(,SEE LEGEND 0. CONTROLLER SHALL W v ,. 21/2"- 11/4 34„�. F10R TYPE) FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALLL BE z z _ft , co 0 1 b CONFIRMED WITH OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO COMAMENCING W WORK. co Uj a 11/4 fr' MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY ACTUAL MAINLINE LCOCATION TO Q 0 BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES3 TYP. Q V .� /1 LL „ ` f 2 B23 f. Zy J ,._ "` :: n CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMODATE/ANY 4. VERTICAL OBSTRUCTIONS THAT MAY OCCUR INCLUDING BUT NOT LIMI EDP TO LIGHT cc / POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S ALUTHORIZED ' G 2 B24 �_. ...- 4 _ j'f REPRESENTATIVE PRIOR TO COMMENCING WORK. _ 51E 1 V 10 B25 h. od z��'. `��. - � `: � �� NOTE: � BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES J � Q AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRKM ALL LAYOUT rCL _ IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMME=NCING WORK. 1. U. -. , POC 'CCATION, RE TO NOTE-'A' RIGIHT `" V � � These lans have been reviewed the Coachella Valley Water District in accordance W Q p by ey A T E R with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. _ W r ; requiring efficient landscape and irrigation design in cooperation with the local CONTROLLER LOCATION, REFER TO NOTE'B' RIGHT �, z - '1 governing agency (City or County). "Approval of this drawing b CVWD staff does not i c g g g Y C y y) pp g y "All `, s T_77 R constitute approval to encroach into district and USBR Rights-of--Way. Trees, plants, SHEET DESCRIPTION ' - ' walls, and permanent structure of any kind may not be planted or installed in CVWD i i easements orright of w without first obtaining n encroachment p rmit IRRIGATION y f - an U BR a n a t o from CVWD. PLAN i Gf{ , r/ 1 v� DATE WATER MANAGEMENT SUPERVISOR DESIGNED S >4 DRAWN S$ A CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR CHECKED SMP DATE 8-21-06 IlaN" en1.G.F.Entr CAD FILE REMEMIRRI& 08SA15 N06 SHEET NUMBER Sweeney+ associates ,,- GL I = 20 IRRIGATION DESIGN AND CONSULTING California i G/7"K OF FALM AME5ER7' 38730 Sky Canyon Drive,Suite C IN5PEGT/ON 5GHEMLF N07E Murrieta,CA 9P563 !• 951.461.6830 p•951.461.6850 f .► email@sweeneyassoc.com NORTH e REFER TO THE TITLE SHEET FOR THE CITY OF www.sweeneyassoc.com 01 20, 40' 601 8O1 PALM DE5ERT'5 INSPECTION SCHEDULE. Murrieta,California•Austin,Texas-Ft.Lauderdale,Florida OF 21 CrTY g ! ,OCT- 10 2006 I i 1 tI !> ,. ., Y ,Il IN I SUMMERS/MURPHY PARTNERS INC ' I _� n w w m _, N '" 34197 COAST HIGHWAY, SUITE 200 � v LANDSCAPE ARCHITECTS � � - DANA POINT CALIFORNIA 92629 .+''0` (%9) 4411446 FAX (949) 443-1631 04000 I� ,�//► 1„ N r Is In w Y _ m0. M 0 , 147 + ` " Cn it r. 1N i k74 10 Signature - 31 08 \ \ y Renewal Date r, 1® 4 r /ram „ ``• 21/2„ - `�V n ° ., N4• '/B 1 3 r \ „ r - il N These drawings and/or the r_ - , ;- \ r� 1»2 * . accompanying specifications r, ,o are the exclusive property of I r \ l a ,a " , ' , Summers/Murphy & Partners 53 4�. Inc. and their use and publi— , a y " cation shall be restricted to the y a, ° a original site for which they �, B 10 2 \ � �° T \, 11 were prepared. Re—use, repro— \j 47E —' �w " ,. v >_ >o " " duction or publication by any f method, in whole or part, is 1 \ prohibited except by written 11/4"� Murphy permission from Summers/ i 1 n. .' \\, �`` M h & Partners, Inc. ,' 1' w \ ` �\ KEY MAP p R N.T.S. I 2 /2" r 4 , h\. � \ \ \ \ 12 B 1 \ \ \\ v l* - 1„ vv IRRIGATION MATERIAL LEGEND r ,r SYMBOL y \ GPM t , f %' T 2 B2 ,\ �r ,.r `� Q H F MODEL NO / DESCRIPTION ri', 0 PCB-25 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 24" BOX AND SMALLER .25 (0.5) 2 B3 , ';, yr �,, ,� �' PCB-50 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 36" BOX Z v r,� PCB-10 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 48" BOX TREES AND PALMS 55E 1" `', v v <;v v EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE , ALL (ON OPPOSITE , PLACE BUBBLERS AT EDGE OF ROOTB 1 to SIDES OF TREE TYPICAL. ( � LLJ ,K a f , 1 r 4 NOT SHOWN XERI BUG XB-05PC-10 - C-103 XB-20PC-1032 PRESSURE COMPENSATING D f ,. v v 32 XB 10P 2 & RIP EMITTERS, w ERS ( .0 GALLONS PER . y, r, `+`.� ,� ��, HOUR) SEE PLANT DRIP EMITTER MATRIX BELOW LEFT FOR SIZE AND QU/ANTITY NOT SHOWN POLYFLEX RISER AND MALE ADAPTER PFR/FRA CONNECTED TO THREADED TEE ON PVC ON BASE AkND THREADED 1032 DRIP EMITTER ON TOP ( ) • `gin. v `'� fr. h \ \ � � NOT SHOWN AG. PRODUCTS SPIN LOCI' 1025 SETC FLUSH CAP SL X 3/4 MHT W/PLASTIC CAP AS FLUSH POINT, ONE REQUIRED AT THE END OF EACH POLY TUBING LENGTH 33DLRC QUICK COUPLER VALVE, INSTALL WITHIN 10 ROUND VALVE BOX ICV-101G-AS (1", 11/2") SERIES PRESSURE REGULATED PLASTIC REMOTE CONTROL VALVE, SIZEAS IrSHOWN 4' AL J -- ' ,\ U ICV-101G-FS (1",11/2") SERIES DRIP REMOTE CONTROL VALVE ASSEMBLY, SIZE AS SHOWN, INSTALL/AG PRODUCTS 1"#4E M 120 MESH WYE FILTER AND SENNINGER PRESSURE REGULATOR PMR-40MF FOR DEMANDS LESS THAN 18 GPM, AG PRODUCTS , M 11/2 SIZE #4E 120 MESH WYE FILTER AND SENNINGER PR-40HF PRESSURE REGULATOR FOR DEMANVDS GREATER THAN 18 GPM. INSTALL BOTH ON THE DOWNSTREAM SIDE OF EACH DRIP RCV 00 00 LO PVC PIPE 3/4" -2" CL. 200 AS LATERAL LINES 1:2" BELOW GRADE PVC PIPE 21/2" CL. 315 SOLVENT WELD AS MAINLINES 18" BELOW GRADE: Uj PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED � Z Q PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRE=SENTATIVE. ALVE NUMBER 0 Z A20 20 ----G.P.M. Z W 0 JJJ > J U 1" 2000 ---QTY. OF EMITTERS (IN DRIP ZONES ONLY) Q a VALVE SIZE Z O vco �:, L � � '` Z 0 CID ~\ x, W 1 t W Z O v w 0 z j \ �\ v` E `vv LO vy .v Q ,_ v O r• W \ N f \ � f v ell �l 1 O ` F, 1^ h , ,/ r' 1 r r i i f l 1 t: t , , + J \ 3/4 W (L Z h- ,; B9 14 NOTE � W lkkx , Q � , 1" MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATI ION TO V aoo BE A MINIMUM OF 18 ARDSCAPE AND OTHER OBSTACLES TYP OFF ADJACENT H B8 2 . , W j tr \ 1" 48E NOTE: a Q 0 LL \ CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMODATE ANY z Q V VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO L-IGHT Q Z Q POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHO)RIZED J O J 1„ REPRESENTATIVE PRIOR TO COMMENCING WORK. Uj Q CO CC , 3/4 ,v v 11/4 BUOBBL >' W �WR ERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY', O 0 V \ `1 ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH I TREES U \ AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LLAYOUT W 1 14 B4 IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCINCG WORK. Q ...I 1„ 1,> 1 P r \ a 1, CL � B5 �` _ J � aZ v \ CO) 51E „ ' - 1„ 1 y \ vvv 1„ i � � CC ,/ 2B6 V Uj C. m r \ , — These plans have been reviewed by the Coachella Valley Water District in accordance 0 � W 3/ \�, ` 1 Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. , ti cL ` + w t`. r✓ R with Water H U � r requiring efficient landscape and irrigation design in cooperation with the local g p \ 3/4 .._�r governing agency (City or Count "Approval of this drawingb CVWD staff does not SHEET DESCRIPTION , c g g g Y � Y Y) , , y, v. constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, S T R walls, and permanent structure of any bind may not be planted or installed in CVWD ~2 / - , , , and USBR easements or right-of-way without first obtaining an encroachment permit IRRIGATION PLAN ' r from CVWD. v v + , H \ , 4 , DATE WATER M DESIGNED - • � MANAGEMENT VISOR MENT SUPER DRAWN ry x CVWD PLAN # CHECKED 5MP DEVELOPMENT SERVICE SUPERVISOR DATE , ' JO NO. . � P em C� F Entr G/TY OF PALM L2 5ERT 08SA15 N06 CAD FILE sween ey + associate s SG�L. I II - MIR�I7 07r 4 IRRIGATION DESIGN AND CONSULTING SHEET NUMBER20 California t TY F HE TITLE 38730 Sky Canyon Drive,Suite C THE G I / PALM DESERT 5 INSPECTION SCHEDULE.DUL.E, Murriela,CA 92563 , 951.1161.6830 p•951.461.6850 f , t 3 L email@sweeneyassoc.com f'j +J' www.sweeneyassoc.com 20� 40� 60� 80� NORTH ,t .;rv1,, Murrieta,California Austin,Texas'Ft.Lauderdale,Florida *t : ►*..RKS OF 21 SHEETS IRRIGATION MATERIAL LEGEND IRRIGATION NOTES GPM PSI RADIUS DETAIL SYMBOL MANUFACT. MODEL NO. / DESCRIPTION SUMMERS/MURPHY dt PARTNERS, INC 1 ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF 0 HUNTER PRESSURE COMPENSATING BUBBLER, MOD. # 0X AND SMALLER 25 (0.5) 30 N/A A LANDSCAPE ARCHfrECTS RT OF THESE SPECIFICATI IONS AND THEIR ,,.} PCB-25 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2" ABOVE FINISHED GRADE FOR 24" B3 34197 COAST HICJ-IWAY, SUITE 200 THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PA PCB-50 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 36" 630X .50 (1.0) DANA POINT, CALIFORNIA 92629 PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. City Of Palm Desert PCB-10 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2" ABOVE FINISHED GRADE FOR 48" B30X TREES AND PALMS 1.0 (2.0) (949) 443.1446 FAX (949) 443.1631 2 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE Water Calculation Chart - POG ##2 EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, PLACE BUBBLERS AT EDGE OF RO)OTBALL ON OPPOSITE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE SIDES OF TREE TYPICAL. - APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPCORTED \_ SCgp TO THE OWNER'S REPRESENTATIVE. AIIOWanCe MWA B � F.� M. Murphy Fo,Q�y Maximum Water � � NOT SHOWN RAINBIRD XERI BUG XB-05PC-1032, XB-10PC-1032, & XB-20PC-1 PRESSURE COMPENSATING DRIP EMITTERS (0.5, 1.0, 2.0 GALLOONS PER 3 THE CONTRACTOR SH ALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WCORK. HOUR) WITH THREADED INLET. SEE PLANT DRIP EMITTER MATRIX BELOW LEFT FOR SIZE ANVD QUANTITY �' `,� � Input Zone I� B w ao PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN 1 NOT SHOWN RAINBIRD POLYFLEX RISER AND MALE ADAPTER PFR/FAA CONNECTED TO THREADED TEE ON PVC Of'�1 BASE AND THREADED (10332) � -� 4 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY DRIP EMITTER ON TOP 7-31t 08 BEFORE BEGINNING WORK. 7-31-08 Square Footage Calculations C * Renewal Date AREAS IS FOR DESIGNV CLARITY ONLY AND IS TO NOT SHOWN AG PROD. AG. PRODUCTS "SPIN LOC" 1025 SETC FLUSH CAP SL X 3J4" MHT W/PLASTIC CAP AS FLUSH FPOINT, ONE REQUIRED AT TrHE 5 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED A END OF EACH POLY TUBING LENGTH BE INSTALLED WITHIN PLANTING AREAS. Tree &Shrub Square foot 51619 (Includes D.G. ! Gravel areas) Date �P Turf Square foot 0 QM P.O.C. 11/2" WATER METER INSTALLED BY COACHELLA VALLEY WATER DISTRICT N/A �TF OF CAL�FO�� 6 THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN Total Square foot Cobble/Boulder 4166 D These drawings and/or the THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THIESE PLANS WERE PREPAREED. US N/A 2" BACKF accompanying specifications LOW PREVENTION DEVICE INSTALLED BY COACHELLA NVALLEY WATER DISTRICT ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY Total Landscape Square foot 55785 Total Waterfeature Square footage WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED PR WILKINS MODEL 50OHLR PRESSURE REGULATOR, SET PER PRESSURE CIALC(BELOW) D are the exclusive property of Summers/Murphy & Partners, NECESSARY BY THE OWNER. Zone No. Eto Water Adj. Total Conversion�Factors Total Inc. and their use and pu I EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR:',' SHALL BE Factor Sq. ft. 0.62 MWA SUPERIOR MODEL 3200 11/2" NORMALLY CLOSED MASTER CONTROL VALVE- E 7 INSTALL ALL EQU cation shall be restricted to the RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR B40TH EQUIPMENT AND 1 57.01 0.5 0 0.62 748 0 F original site for which they INSTALLATION. 2 66.82 0.5 0 0.62 748 0 ❑F RAIN MASTER FS-B100 FLOW SENSOR, INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND WIRE TCO CONTROLLER were prepared. Re-use, repro- 2 75 0.5 0 0.62 748 0 G duction or publication by any ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE AUITOMATIC CONTROLLER IS TCO ►N WATTS B-6080-SS-SH FULL PORT BRONZE VALVE, STAINLESS STEEL BALL, STEM AND HANDLE, SIZE PER MAINLINE method, in whole or part, is 8 3b 88 0.5 0 0.62 748 0 BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 4 93.9 0.5 55785 0.62 748 2170.9165 H prohibited except by written Q RAIN BIRD 33DLRC QUICK COUPLER VALVE, INSTALL WITHIN 10" ROUND VALLVE BOX permission from Summers 9 CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENITIRETY OF MAIN LINE HUNTER ICV-101 G-AS (1 SERIES PRESSURE REGULATED I Murphy & Partners, Inc. TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH I ENDS. � ") ED PLASTIC REMOTE CONTROL VALVE, SIZE A4S SHOWN Estimated Water Use HUNTER ICV-101 G-FS (1") SERIES DRIP REMOTE CONTROL VALVE ASSEMBLY, SIZE AS SHOWN, INSTALL AG PRODUCTS 1"#4E J,K 10 ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF 1THE PIPE CARRIED. SEE 120 MESH WYE FILTER AND SENNINGER PRESSURE REGULATOR PMR-40MF FOR DEMANDS; LESS THAN 18 GPM, AG PRODUCTS LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH.40 SLEEWE THE SIZE REQUIRED TO Total Number of plants 894 11/2" SIZE 44E 120 MESH WYE FILTER AND SENNINGER PR-40HF PRESSURE REGULATOR FO)R DEMANDS GREATER THAkN 18 EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH Aga SHOWN ON THE SLEEVING p GPM. INSTALL BOTH ON THE DOWNSTREAM SIDE OF EACH DRIP RCV DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE COF THE PAVING. Number of plants by water use % of Total Landscape Square Footage L 1 Low 425 0.475 22558.753 © RAIN MASTER RME30EGi-PMRKIT EAGLE CONTROLLER WITH INTERNET COMMUNICATIONS CARD (i CENTRAL)AND PERMANENT MOUPNTED REMOTE RECEIVER KIT, SIZE AS SHOWN, INSTALLED WITHIN STAINLESS STEEL ENCLOSURE. (SEE BELOW FOR TYPE) 11 ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERRE 2 Low/Mod 40 0.045 2123.177 POSSIBLE. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION 3 Mod 225 0.252 11942.869 L Z REMOTE CONTROL VALVES WITHIN 18" OF HpARDSCAPE. 4 Mod/ Hi 0 0.000 0.000 NO SYMBOL V.I.T. SB-16SS STRONGBOX STAINLESS STEEL TOP-ENTRY CONTROLLER ENCLOSURE WITH CSA SUB-ASSEMBLY, RGVRSS, AAND QP-16 DETAILS. INSTALL ALL QUICK COUPLER AND O 5 High 0 0.000 0.000 ® N/A 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN N/A N SHOWN ON THE PLANS. ALL HEADS ARE TCO BE 6 Low Trees 63 0.070 3344.003 Uj 12 ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS S 7 Low/Mod Tree 38 0.043 2017.018 M w ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPEE. THIS INCLUDES, BUT NOTE 0.082 3874 798 AS APPROVED PVC PIPE 3/4" - 2" CL. 200 AS LATERAL LINES 12" BELOW GRADE LL LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATINCG 8 Mod Trees 73 0.000 0.000 - - M w SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES 9 Mod/Hi Tree 0 AS APPROVED PVC PIPE 21/2" CL. 315 SOLVENT WELD AS MAINLINES 18" BELOVW GRADE < 10 High Trees 30 0.034 1592.383 N WITH ADJUSTABLE ARC UNITS. Total 894 AS APPROVED PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE (OR WIRE BUNDLE CARRIED I THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. 13 EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. SWEENEY AND ASSOCIATES RECOMMENDS MEASURING FOR FPROPER NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL(U.L.APPROVED) M,N, GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY,WITH MANUFACTURER SHRUBS SPECIFICATIONS. DBY-6 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTfIONS(U.L.APPROVED) 0 Plant/Irrigation ation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: NO SYMBOL 3M Spray/Bub/Drip 4 0.9 22559 1 Low Shrub DRIP SYSTEM NOTES. Season Zonal Eta Plant Area Conversion Factors Estimated ALVENUMBER Value Factor sq.ft. 0.62 I 748 I Irri. Eff. Water Use ALL LATERAL LINES FOR DRIP SYSTEM SHALL BE PVC AS S HOWN IN THE LEGEND. POLY TFUBING SHALL BE Spring 20.69 0.2 22558.75 0.62 748 0.9 85.97 A20 20 ---C .P.M. CONNECTED TO THE PVC LATERAL LINES IN LOCATIONS ALONG THE LATERAL LINE ROUTE IN QUANTITIES AND Summer 57.29 0.2 22558.7,5 0.62 748 0.9 238.05 1" 2000 ---QTY. OF EMITTERS (IN DRIP ZONES ONLY) M LOCATIONS REQUIRED BY THE PLANT GROUPS AND THE MAXIMUM POLY TUBING RUN AS I INDICATED IN THE Fall-Winter 15.97 0.2 22558.751 0.62 1 748 0.9 66.36 } DETAILS_ TOTAL 390.38 VALVE SIZE 0 Q DETAILS AND ROUTE TUBING THROUGH PLANT MASSES. INSERT DRIP Irr. Eff. Area Seasonal Plant Factor: 0 CONNECT POLY TUBING TO PVC AS PER -Plant/Irrigation ation System T e: Zone � G EMITTERS INTO TUBING AS CLOSE AS POSSIBLE TO PLANT MATERIALS, ROUTE 1/4 TUBINJG FROM EMITTER Spary/Bub/Drip 4 0.9 2123.177 2 Low/Mod Shrub TO PLANT, MAX. DISTANCE 6 FT. STAKE ALL DRIP TUBING TO GRADE USING WIRE STAKES'). COVER ALL DRIP Season Zonal Eta Plant AreaF Conversion Factors Estimated TUBING COMPLETELY WITH MU LCH SPECIFIED ON LANDSCAPE: PLANS. _ Value Factor sq.ft. 0.62 I 748 I Irri. Eff. Water Use WATER PRESSURE CALCULATIONSLU PLANT C:OUNT AND THE Spring 20.69 0.35 2123.177 0.62 748 0.9 14.16 1.5" CONTRACTOR TO PROVIDE THE QUANTITY OF EMITTERS BASED ON THE ACTUAL WATER METER NUMBER 2 WATER METER SIZE EMITTER LEGEND SHOWN ABOVE. ANY REFERENCE TO EMITTER QUANTITIES ON THESE FPLANS IS FOR DESIGN Summer 57.29 0.35 2123.177 a62 748 0.9 39.21 HYDRAULIC GRADE LINE FT N/A WATER METER ELEVATION FT N/A Q USE ONLY. ALL EMITTER TUBE OUTLETS SHALL HAVE A BUG CAP AND PLASTIC TUBING STAAKE INSTALLED. Fall-Winter 15.97 0.35 2123.177 0.62 748 0.9 10.93 ELEVATION DIFFERENCE(FT N/A STATIC PRESSURE PSI 101 O T QUANTITIES AND SIZES FROM THE LANDSCAPE PLANS PRIORI TO BIDDING OR TOTAL 64.30 O Z VERIFY THE ACTUAL PLAN Q STARTING WORK. REMOTE CONTROL VALVE# B22 REMOTE CONTROL VALVE SIZE x ; J 0 R.C.V. DEMAND GPM 22 TOTAL DEMAND GPM 22 HIGHEST HEAD SERVED IFT NJA STATIC PRESSURE AT HIGHEST HEAD N/A 0 DRIP SYSTEM HAS BEEN DESIGNED TO ACCOMMODATE THE UPSIZING OF EMITTERS TO COMPENSATE FOR Plant/Irrigation ation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: UPGRADE EMITTER SIZES A:S REQUIRED TO 11942.869 3 Mod Shrub SIZE DESCRIPTION FLOW # PSI LOSS CO C) 1 FUTURE PLANT GROWTH. MAINTENANCE PERSONNEL SHALLSpray/Bub/Drip 4 0.9 PROVIDE ADEQUATE WATER FOR HEALTHY PLANT GROWTH. 2" SERVICE LINE 50 FT OF TYPE K COPPER 22 1 0.3 PSI V♦ Q � Season Zonal Eta Plant Area Conversion Factors Estimated 1.5" WATER METER DISC TYPE 22 2 1.0 PSI w actor s .ft. 0.62 748 Irri. Eff. Water Use P TYPE 22 3 14.0 PSI O O Value F q 2" BACKFLOW PREVENTER R/ Bo Spring 20.69 0.5 11942.87 0.82 748 0.9 113.79 2" FILTRATION WYE FILTER 22 4 0.3 PSI Z Summer 57.29 0.5 11942.87 0.62 748 0.9 315.07 N/A PRESSURE REGULATOR WILKINS 500HLR N/A 5 N/A PSI W W Z 0 Fall-Winter 15.97 0.5 11942871 0.62 748 1 0.9 87.83 2" BFD ASSEMBLY PIPING BRASS W/4 ELLS 22 6 1.3 PSI 516.68 Q 0 TOTAL 1.5" MASTER CONTROL VALVE 22 7 0.6 PSI 0 PLANT DRIP EMITTER MATRIX AND CONTR OLLER SCHEDULE I PLANT WATER REQUIREMENTS 1.5" FLOW SENSOR 22 8 1.0 PSI Z Q �"0 SPECIFIC VARIABLES 2.5" ISOLATION VALVES BALL TYPE 22 9 2.0 PSI Z LOW MEDIUM HIGH 0 0 J 0) TO CONSIDER TREES 2.5" 500 FEET OF MAINLINE: CL. 315 PVC 22 10 0.9 PSI ESTIMATED SPECIES FACTOR % : 0.20 0.40 0.70 N/A 11 N/A PSI 0 0 a v DRIP IRRIGATION EFFICIENCY BY CLIMATE % : 0.85 0.85 0.85 N/A FEET OF MAINLINE 0.90 0.90 0.90 Plant/Irrigation ation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: 2.5" 6 -90 DEGREE ELBOWS 22 12 3.1 PSI ESTIMATED DENSITY FACTOR % : 1" REMOTE CONTROL VALVE I 13 3.2 PSI ESTIMATED MICROCLIMATE FACTOR % : 1.00 1.00 1.00 Spray/Bub/Drip 4 0.75 2017.018 7 Low/ Mod Tree ° N/A 14 3.0 PSI CALCULATED CROP COEFFICIENT Kc : 0.18 0.36 0.63 Season Zonal Eta Plant Area Conversion Factors Estimated 10/° LATERAL LINE LOSS t�1 AK ET PER MONTH (INCHES): 9.90 9.90 9.90 Value Factor sq. 1 0.62 I 748 I Irri. Eff. Water Use 20% FITTING LOSS IN ADDITION TO ELBOWS SHOWN N/A 15 0.2 PSI z ESTIMATED PE N/A ELEVATION CHANGE P.O.C. TO HIGHEST HEAD N/A 16 N/A PSI Z CALCULATED ET PER DAY (INCHES): 0.33 0.33 0.33 Spring 20.69 0.35 2017.018 0.62 748 0.75 16.14 LOW MEDIUM HIGH Summer 57.29 0.35 2017.01,8 0.62 748 0.75 44.70 TOTAL SYSTEM PRESSURE LOSS SUM OF#1 THRU#`16 17 27.8 PSI Q PLANT SIZE I PLANT DIA (FT)� DESIGN DATA � Fall-Winter 15.97 0.35 2017.01�8 0.62 748 0.75 12.46 PRESSURE REQUIRED AT HEAD 18 30.0 PSI J L. DAY REQUIRED 0.08 0.15 0.27 TOTAL 73.30 TOTAL PRESSURE REQUIRED SUM OF#17 AND#18 19 57.8 PSI SMALL 1.50 GA / STATIC WATER PRESSURE FROM ABOVE 20 101.0 PSI PLANT AREA: 1.77 EMITTERS PER PLANT 1 2 2 0.5 . . RESIDUAL PRESSURE SUBTRACT#19 FROM#20 21 43.2 PSI EMITTER GPH Plant/Irrigation ation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: SET PRV OR MCV AT #19 PLUS 10 PSI 22 67.8 PSI W 05 10 Q MINUTES/ DAY REQ. 9.24 9.24 8.08 Spray/Bub/Drip 4 0.75 3874.798 8 Mod Tree PRESSURE BOOST, IF REQUIRED SET TO ACHIEVE 310 PSI RESIDUAL 23 N/A PSI � Z Z MEDIUM 3.00 GAL. / DAY REQUIRED 0.31 0.62 1.08 Season Zonal Eta Plant Area Conversion Factors Estimated QUj PLANT 4 4 4 Value Factor sq.ft. 0.62 I 748 Irri. Eff. Water Use PLANT AREA: 7.07 EMITTERS PER _ 0.5 1.0 2.0 Spring 20.69 0.5 3874.798 0.62 748 0.75 44.30 13 EMITTER GPH ♦♦^^ Q � MINUTES/ DAY REQ. 9.24 9.24 8.08 Summer 57.29 0.5 3874.798 0.62 748 0.75 122.67 V! W J 0.86 1.71 2.99 Fall-Winter 15.97 0.5 3874.79,8 0.62 74s 0.75 34.19 Controller : B IRRIGATION CONTROLLER RUN TIME:S DAY REQUIRED TOTAL 201.16 LARGE 5.00 GAL / PLANT TYPE/ SPRINKLER TYPE Eto AKc PR RATE IE RUN TIME QUANTITY RUN TIME Z Q V O PLANT AREA: 19.64 EMITTERS PER PLANT 5 5 8 EMITTER GPH 1.0 2.0 2.0 Total Tree And Shrub 1447.54 Days Per Week: 6 9.9 (HOURS) (HOURS) Q Z F-= � MINUTES J DAY REQ. 10.26 10.26 11.22 Shrub and Ground Covers: J � OCQ WORST CASE DAILY RUN TIME FROM CHART ABOVE: 10.69 MINUTES Total Estimated Water Use 1447.54 Drip 9.90 0.40 0.49 0.90 0.35 8 2.79 CALCULATED WORST CASE WEEKLY RUN TIME: 74.83 MINUTES ��RR DAYS OF IRRIGATION DESIRED PER WEEK: 6 O Q V � V CALCULATED RUN TIME PER ZONE/ IRRIGATION DAY: 12.47 MINUTES Trees: CALCULATED RUN TIME PER ZONE J IRRIGATION DAY: 0.21 HOURS Bubbler Heads 9.90 0.80 3.00 0.90 0.11 17 1.94 o .1TOTAL NUMBER OF SIMILAR DRIP ZONES: 8 CYCLES PER DAY: 1 TOTAL NUMBER OF STATIONS>: 25 J �-- TOTAL DAILY RUN TIME OF ALL SI MILAR ZONES: 1.66 IHOURS TOTAL RUN TIME IN HOURS: 4.73 r a. Z Q MLQ � 0 W W Q >- SHEET DESCRIPTION G/TY OF PALM VE5ER7' I N5PEG T/ON 5GHE17ULF NOTE IRRIGATION REFER TO THE TITLE SHEET FOR THE CITY OF LEGEND PALM DE5ERT'5 INSPECTION SCHEDULE. DESIGNED S 4 A These plans have been reviewed by the Coachella Valley Water District in accordance DRAWN A T E R with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. S requiring efficient landscape and irrigation design in cooperation with the local CHECKED SMF governing agency (City or Count "Approval of this drawing b CVWD staff does not s r R � c g g g Y � y County). pp g y DATE croach into district and USBR Rights-of-Way. Trees, plants, a-21-06 constitute approval to en j walls, and permanent structure of any kind may not be planted or installed in CVWD JO� NO. ern.&.F.Entr and USBR easements or right-of-way without first obtaining an encroachment permit CAD FILE from CVWD. REMEM I L SHEET NUMBER IOSA30BB06 Sweeney + associates IRRIGATION DESIGN AND CONSULTING DATE WATER MANAGEMENT SUPERVISOR California t� 38730 Sky Canyon Drive,Suite C V Murrieta,CA 92563 AAO rn, �1f� 951.461.6830 p-951.1,61.6850 f I C 6' LU 5 email@sweeneyassoc.com DEVELOPMENT SERVICE SUPERVISOR www.sweeneyassoc.com CVWD PLAN # OF 21 ±"`tT Murrieta,California Austin,Texas Ft.Lauderdale,Florida OCT 3 0 2006 1 FINISH GRADE R/P DEVICE SEE LEGEND FOR SPECIFICATION FINISHED GRADE IN TURF AREAS BRASS BALL VALVE TYP. HUNTER PCB 1/2" THREADED BUBBLER, SEE PLASTIC RECTANGULAR VALVE BOX, TAN COLOR WITHIN D..G. OR " FINISHED GRADE IN TURF AREAS LEGEND FOR SPECIFICATION BRASS NIPPLES MIN. 4 TYP.GREEN COLOR WITHIN TURF, WITH BOLT DOWN COVER, US;E BRASS ELL, 4 REQUIRED 6" PLASTIC ROUND VALVE BOX WITH PLASTIC 2"MIN. SCH 80 PVC NIPPLE, LENGTH AS REQUIRED SUMMERS/MURPHY PARTNERS, INC STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED ANT LANDSCAPE ARCHITECTS BACKFLOW ENCLOSURE IF SPECIFIED COVER, HEAT BRAND "FV"ONTO LID. FINISHED GRADE 34197 COAST HIGHWAY, SUITE 200 RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "MV"ONTO LID. _ — — DANA POINT, CALIFORNIA 92629 PRESSURE REGULATOR OR WVYE AG. PRODUCTS "SPIN LOC" 1025 SETC — T MAST R CONTROL VALVE, SEE LEGEND FOR SPEC. STRAINER IF SPECIFIED, SEE BELOW FLUSH CAP SL X 3/4" MHT W/PLASTIC CAP. 1 UNDISTURBED SOIL (`�9) '�3'1�M6 FAX (949) 443.1631 XERI-BUG DRIP EMITTER WITH THREADED FINISHED GRADE IN SHRUB B BRASS UNION, 2 REQUIRED INLET(SEE LEGEND FOR SPECIFICATION) - - AREAS 12" MIN. BRASS RISERS LENGTH AS REQ. DECOMPOSED GRANITE PER PLANTING PLAN U_L� � - — 4 MIN. — — 3" J1L�'�`�1 �--FINISHED GRADE IN SHRUB AREAS FINISHED GRADE TT—TTT— —TIT I TRIPLE SWING JOINT ASSEMBLY �PNMurCgpF 9 �Q `IGM Phy ° pC'y __ 24"�nrtRE I_ooQ B B 18" �l�f - - F�ETTRIIE=_ ��I T_ . VALVE ID TAGS =III= I I�I I I=I 11= I I I=I I I=I I I= UNDISTURBED SOIL U o\ � �^ V CH 0 FEMALE P PVC MAINLINE TO MASTER VALVE — — _ _ _ r=211111ES11111-5-ii, w �' P c s s -►I I—I I -III-III-I ISCH 40 PVC x xT TEE FITTINIG III IIS sADAPTER 2 REQUIRED I(—III— I=1 I—I I- LATERAL x SPRINKLER INLET SIZE Signature 2" Ml SCH 80 PVC FEMALE ADAPTER —III—III—I PVC MAINLINE TO FLOW DRIP TUBING SEE LEGEND 7- 1-3 08 o ° SCH 80 PVC NIPPLE 6" MIN. FLEXIBLE RISER(RAIN BIRD PFR/FRA) Renewal Date o SENSOR, PIPE PER SPECS. FOR SPECIFICATION PROVIDE Og.��• •oo o n TWELVE(12")LENGTH LATERAL LINE, SEE SPECIFICATIONS O Qb`O • BRICK SUPPORTS CONCRETE SLAB, SEE BELOW0 SUFFICIENT TUBING TO FOR TYPE AND DEPTH REQUIIRED SxSxT TEE Date P PVC MAINLINE REMOVE FLUSH CAP FROM PVC FITTING( ) � T-q SCH 80 PVC TOE NIPPLE TYP. SECTION VIEW- N.T.S. l .0092X ° ° BOX SIZE:LATERAL x LATERAL x 1/2" TF OF CALF LANDSCAPE FABRIC po��• •o0 0 Q NOTE: 0 0 BRICK SUPPORTS �— PVC LATERAL LINE These drawings and/or the 3/4" ROCK, 2 CUBIC FT. 18"BELOW FINISHED GRADE g COPPER MAINLINE PIPE FROM IF WYE STRAINER OR PRESSURE REGULATOR IS SPECIFIED, INSTALL ON EITHER THEE NOTE: accompanying specifications COPPER M PER SPECS. HORIZONTAL PIPING OR ON THE DOWNSTREAM LEG AS SPACE PERMITS. LANDSCAPE FABRIC INSTALL SPRINKLER HEADS 12" FROM FENCES WALLS OR BUILDINGS. are the exclusive property of SECTION VIEW- N.T.S. BACKIFCONCRETE SLAB SHALL BE MINIMUM 4"THICK, 18"WIDE AND EXTEND AT LEAST 8" SECTION VIEW- N.T.S. DO NOT INSTALL SPRINKLER HEAD WITHIN 36" OF PAVING, CURBS OR TURF ECDGES. Summers/Murphy & Partners, NOTE: PAST THE BACKFLOW ASSEMBLY PIPING. IF BACKFLOW ENCLOSURE IS SPECIFIED 3J4" ROCK, 1 CUBIC FT. Inc. and their use and publi- USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STRZEAM SIDE OF IN THE LEGEND, THE CONCRETE SLAB SHALL BE THE SIZE REQUIRED BY THE SECTION VIEW- N.T.S. SECTION VIEW- N.T.S. cation shall be restricted to the original site for which they THE MASTER VALVE ASSEMBLY. MANUFACTURER. were prepared. Re-use, repro- duction or publication by any method, in whole or part, is prohibited except by written ��RCONTROL VALVE BACKFLOW DEVICE FLUSH VALVE DRIP CONNECTION BUBBLER ON RISER Mu phyo& from Partne s, Inc.Inc.D SCALE: N.T.S. Sc N.T.S. B SCALE: N.T.S. A SCALE: N.T.S. — FINISH GRADE IN TURF AREAS FINISH GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN FINISHED GRADE IN TURF AREAS COVER, USE STAINLESS BOLT, NUT,AND WASHER. PLASTIC RECTANGULAR VALVE BOX,TAN COLOR WITHIN D.G. OR GREEN PLASTIC ROUND VALVE BOX, TAN COLOR WITHIN D.G. O)R GREEN PLASTIC RECTANGULAR VALVE BOX, TAN COLOR WITHIN D.G. OR BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE COLOR WITHIN TURF, WITH BOLT DOWN COVER, USE STAINLESS BOLT, COLOR WITHIN TURF, WITH BOLT DOWN COVER, USE STTAINLESS GREEN COLOR WITHIN TURF, WITH BOLT DOWN COVER, USE PLASTIC RECTANGULAR VALVE BOX, TAN COLOR WITHIN D.G. OR Z EDGE. HEAT BRAND"RCV"AND CONTROL STATION#ONTO LID. NUT,AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE BOLT NUT AND WASHER. HEAT BRAND "QCV" ONTO LID. PLACED COLOR WITHIN TURF, WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLAED AT RIGHT O EDGE. HEAT BRAND"RCV"AND CONTROL STATION#ONTO LID. ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BW ONTO LID. STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT 3, QUICK CO N NNE UPLER KEY WITH MALE HOSE BIB ANGLE TO HARDSCAPE EDGE. HEAT BRAND "FS" ONT(O LID. FINISHED GRADE CONNECTION AS SHOWN, KEY MUS CLEAR VALVE BOX BALL VALVE, SEE LEGEND FOR SPECIFICATION FLOW SENSOR, SEE LEGEND FOR SPECIFICATION > - — — IN SHRUB AREAS 3 —FINISHED GRADE —III—I I I— _ = CONTROL VALVE _ = I I�I I I=I Mr, IN SHRUB AREAS FINISHED GRADE IN SHRUB AREAS �- FINISHED GRADE IN SHRUB AREAS W 24"WIRE LOO - - = MIN. III III=i II —— 111=I I _ _ _ — 'I 4 MIN. � FINISHED GRADE IN SHRUB AREAS � =1I I=1I I III=1I1= III-I I= _ _ -I I—III I I=IIIEI _ _ —_ —_ VALVE ID TAG = — =1I I—I I Lrr�rr<rr<rr�r«r<r�rrr<rIli III24"WIRE LOOP —III=III _ 4" MIN. I_I I I=III III—III-I a I=1 11= Ili—I r o III-I 11= —III—III _ -III=III' 4" MIN. I=III=1 VALVE ID TAG III—)I I— — I � I—III— —III—III ±�±I I I II I II I II I =III=I(I~ DEPTH AS PER SPECS. III=III= ��r«��«��r«rrr( — — 24" WIRE LOOP PVC SCH 80 NIPPLE LATERAL QUICK COUPLER VALVE 11=)11= =1 11=1 I =I I I=I I I PVC MAINLINE PIPE a a a a s PVC S x T ELL SCH 80 PVC SEE LEGEND FOR SPEC. I I=1 11= TYP. _ STAINLESS STEEL CLAMP a _ PER SPECIFICATION a FEMALE ADAP. 2"MIN. CONTROL VALVE F`°"' � FLO 5 PIPE Ulm LATERAL - FLOW PVC THD. ELL SCH 80 0 2" MIN. SCH.80 PVC Q� Q� SCH 40 PVC RISER o $o BRICK SUPPORTS 2" MIN. _ PVC o e� Qp • Oo°.Q ' � �o ° PVC MALE ADAPTER o FEMALE ADAP. 2"MIN. 9 BRICK SUPPORTS, DURA PRE-ASSEMBLED SWING JOINT Oo� ° o0 0 0�o • SCH. 80 PVC , CbcbQ°g 0 SCH 80 PVC PVC BALL VALVE 4 REQUIRED WITH ONE PIECE BRASS MIPT NIPPLE BRICK SUPPORTS 9 �9 v SCH. 80 NIPPLE TYP. MOD. # 1-A1912 BRICK SUPPORTS NIPPLE TYP. o ° MAINLINE, SEE SPECS. BRASS UNION LANDSCAPE FABRIC °° o a• oeq SCH 80 PVC SLIP TEE (1, BRICK - °'moo •Q O MAINLINE FITTING #4 x 36" REBAR STAKES, LANDSCAPE FABRIC 3/4 ROCK, 2 CUBIC FT. SUPPORTS 9 9• ° SCH 80 PVC NIPPLE 2 REQUIRED 3/4" ROCK, 2 CUBIC FT. PVC MAINLINE PIPE TO MASTER VALVE M Q TYP. 3/4"CRUSHED GRAVEL LANDSCAPE FABRIC SECTION VIEW- N.T.S. SECTION VIEW- N.T.S. (NOT LESS THAN 10 PIPE DIAMETERS) NOTE: 314 GRAVEL, 2 CUBIC FT. PER SPECS. AND PLAN. TWO CUBIC FEET 3/4" ROCK, 1 CUBIC FT. BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE 0 -�---- IRRIGATION MAINLINE NOTE: CC LANDSCAPE FABRIC SECTION VIEW- N.T.S. INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN B3OX. INSTALL FLOW SENSOR AS PER THE MANUFACTURER'S RECOMMENDATIONS, WIRE TO LO L LANDSCAPE FABRIC NOTE: IRRIGATION CONTROLLER. Q SECTION VIEW- N.T.S. SECTION VIEW-N.T.S. USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICALL. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOWN-STREAM SIDE (3) 0- INSTALLATION AT MAIN LINE DEPTH. OF THE FLOW SENSOR. C I— ZU CC < �1�,��EM�OT�ECO�NT�ROL_VA�LVE�. EMOTE CONTROL VALVE QUICK COUPLER VALVE BALL VALVE FLOW SENSOR O 4 z SCSCALE: N.T.S. SCALE: N.T.S. SF SCALE: N.T.S. W O > J w U Q oC FINISH GRADE IN TURF AREAS 0 STAINLESS STEEL 0 co Z FLIP TOP LID,SHOWN DUAL HYDRAULIC PISTONS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER Z O IN OPEN POSITION SUPPORT LID OPEN COLOR CODED FOR RECLAIMED WATER, USE STAINLESS BOLT, W WIRES PASS THROUGH GROOVES IN DIMENSIONS WHEN CLOSED: NUT,AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO ~ LOW VOLTAGE WIRES, 3 MAXIMUM CONTROLLER ENCLOSURE LU Z (� TUBE LID TO ALLOW LID TO CLOSE Nguema sommadgm CONTROLLER ° 38"H x 16"W x 15.5"D HARDSCAPE EDGE. HEAT BRAND"RCV"AND CONTROL O CLOSE TUBE LID AFTER WIRE FINISH GRADE STATION#ONTO LID. IS INSERTED INTO TUBE ° P TERMINAL STRIP FOR AVING STAINLESS STEEL LU z r Q ~ ° ° • _ 16"WIDE TOP-ENTRY REMOTE CONTROL VALVE Z O W N =III-I �SAND BACKFILL -III=III- CLEAN COMPACTED CONTROLLER ENCLOSURE WIRE CONNECTION FINISHED GRADE 5 _ _ _ = NEMA 3R RAINPROOF RATED STAINLESS STEEL, U.L. LISTED, IN SHRUB AREAS O a 0) POLY TUBE PRE-FILLED WITH COMPACTED TO THE —III—I I—III—I BACKFILL WATERPROOF GEL ( I I—III" C B -III- DENSITY OF EXISTING -I I (—I 11- B III—I 11- e BACKBOARD. REMOVABLE BACKBOARD. REMOVABLE FRONT 3" LOCK TABS PREVENT WIRE REMOVAL —III—I I—I SOIL = I=I A LATERAL LINES, SEE 0 PANEL NOT SHOWN - — — ONCE CONNECTOR IS INSERTED -III—III- A � LATERAL LINES II _ I_ _ SPECS. a —III—III- __ C0 =1 11=1 1-1 IN SCH 40 SLEEVE -III—III- III—III- III=1 I I-� G I—III—I SCOTCHLOK ELECTRICAL SPRING — - - - =III—III= POWER SWITCH _ _ WYE FILTER _ _ CONNECTOR. WIRES SHALL BE — — — - CONTROL WIRES — — CONTROL WIRES, SEE AND RECEPTACLE _ =III—III—�� ® —_ = o SLEEVE — — _ _ SPECS. —III—III -III—III— Q PRE STRIPPED OF 1/2 OF THE =III—III— I—III=1 IN SCH 4 s III_III—III III—III_ o o III—III— —III—I —III—III— I— I (—�UNDISTURBED SOUL —I I (—I I I I—I ( I— /j INSULATION PRIOR TO INSERTION =f UNDISTURBED SOIL PRESSURE MAINLINE, - INTO THE CONNECTIOR. TWIST -I I I—I I I=III I I (=III- — - - PRESSURE MAINLINE — - FINISHED PREFORMED ALUMINIUM PAD CONNECTOR ONTO WIRES TO =I I (—III— _ = III—III—) I I C C C C SEE SPECIFICATIONS GRADE IN CH 40 SLEEVE — i S — — STRONGBOX QUICKPAD SEAT FIRMLY. — — D D D D — - — — C —III—I — — •• — n_ow FLOW III—III — _ FILL BASE OF — ENCLOSURE MOUNTING PAD a W Q III—III—I I /f T III—III- ! I TO DRIP TO DRIP 0. Z SCOTCHLOK CONNECTOR AND WIRES PVC SLEEVES TO BE :III—III—III—III-I I 1=III-III—III—III- QUICKPAD WITH i— � o •• WITH PREFORMED ALUMINIUM —III—III= =I—III=I TWICE THE DIAMETER —III—III—I ( I—III—III—I ( I—III—III—I PEA GRAVEL TO I—I I PAD, PLASTIC BASE AND ALL SYSTEM RCV Z INSERTED INTO TUBE UNTIL THE .III=III=III=III=I I (_) I (=III=I I (=III- TOP OF BASE UNIT - I I 3 Q co O W CONNECTOR PASSES LOCK TABS OF THE PIPE OR WIRE I STAINLESS STEEL HARDWARE � NOTE: BUNDLE CARRIED. DIMENSION A B C COMPACTED � �ot/'° WIRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT. K'.IT SHALL INCLUDE A DIMENSION A B C D DETAIL ALSO FOR PIPE 1/2"TO 3" IN SIZE 18" 12" 4" SITE SOIL o Qv}�. Gb o� `�� W J it SCOTCHLOK Y SPRING CONNECTOR, A POLYPROPYLENE TUBE AND F4 WATERPROOF 1/2 ,� •off "TO 4" IN SIZE 36" 24" 24" 4" INSTALLED IN ROCK SOIL. 3" PVC CONDUIT/SWEEP FOR •'�a • 8•� o 'Q O SEALING GEL. TUBE SHALL BE SUPPLIED iPREFILLED WITH GEL. 4" TO 6" IN SIZE 24" 4" CONTROL WIRES TO VALVES Q U U. 1 1/4" PVC CONDUIT/ Z SWEEP FOR ELECTRIC 5/8" DIA. x 8' COPPER DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2-3#14 OR 2#12 SECTION VIEW- N.T.S. SERVICE GROUND ROD W/#10 GROUND Z PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL SECTION VIEW- N.T.S. WIRE AND CLAMP BRICK SUPPORTS LANDSCAPE FABRIC J � Q REQUIRE A LARGER APPROVED WIRE CONNECTION. SECTION VIEW N.T.S.- ' CLLJ 3/4" ROCK, 2 CUBIC FT. 6 >_ 0 LU LU TOP ENTRY CONTROLLER DRIP REMOTE CONTROL VALVE v 0 C3 WIRE CONNECTIONS SLEEVE INSTALLATION PIPE INSTALLATION W C SCALE: N.T.S. SCALE: N.T.S. K SCALE: N.T.S. L 0od SCALE: N.T.S. N SCALE: N.T.S. M L J O J E— J � a 0 Q r Z C0UQ � 0 LU Qy. � o = or � W i— Ucc G/7Y OF PALM DE5ERT SHEET DESCRIPTION I N5f'EG T/ON 5GHMULff NOTE REFER TO THE TITLE SHEET FOR THE GIN OF PALM 0E5ERT'5 INSPECTION SCHEDULE. IRRIGATION DETAILS These plans have been reviewed by the Coachella Valley Water District in accordance DESIGNED S$ A .N A T F R with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. DRAWN requiring efficient landscape and irrigation design in cooperation with the local SSA q g p ,g g p CHECKED S T R 1 governing agency (City or County). Approval of this drawing by CVWD staff does not 5MF constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, DATE walls, and permanent structure of any kind may not be planted or installed in CVWD 8-2 I-06 JORrm.&.F.EntrH NO. and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. CAD FILE`10SA30BB06 E EE l I D Sweeney + associates SHEET NUMBER IRRIGATION DE5IGN AND CONSULTING DATE WATER MANAGEMENT SUPERVISOR California 38730 Sky Canyon Drive,Suite C v. Murrieta,CA 92563 951.461.6830 p•951A61.6850 f email@sweeneyassoc.com www.sweeneyassoc.com CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR Murrieta,California Austin,Texas-Ft.Lauderdale,Florida OF 21 U1111b F; `OCT 3 0 Bub . SECTION 02810 E. Work that fails testing and is not accepted will be retested. Hourly rates and expenses of the Landscape Architect, City's 2.05 Valves 3.04 Piping authorized representative, and governing agencies for reinspection or retesting will be paid by the Irrigation Contractor at no LANDSCAPE IRRIGATION additional expense to Owner. A. Ball Valves A. Piping under existing pavement may b,e installed by jacking, boring, or hydraulic driving. No hydraullic driving is permitted under asphalt pavement. PART 1 - GENERAL 1.01 Summary 1.07 Storage and Handling 1. Ball valves shall be of the manufacturer, size, and type indicated on the drawings. B. Cutting or breaking of existing pavement is not permitted. SUMMERS/MURPHY k PARTNERS, INC 2. Ball valves shall be constructed of a bronze or stainless steel body, stainless steel ball and stem. Ball valves shall have LANDSCAPE ARCHffECTs A. It is the intent of the specifications and drawings that the finished system is complete in every respect and shall be ready forr A. Use all means necessary to protect irrigation system materials before„ during, and after installation and to protect the Y 34197 COAST HIGHWAY, SUITE 200 operation satisfactory to the Owner.. installation work and materials of all other trades. In the event of damage, immediately make all repairs; and replacements threaded connections. C. Carefully inspect all pipe and fittings before installation, removing dirt, scale, burrs, and reaming. Install pipe with all markings DANA POINT, CALIFORNIA 92629 necessary to the acceptance of the Landscape Architect and Owner and at no additional cost to the Owner. 3. for visual inspection and verification. (949) 443.1446 FAX (949) 443.1631 B. The work shall include all materials, labor, services, transportation, and equipment necessaryy to perform the work as indicatted 3. All ball valves shall have a minimum working pressure of not less than 150 PSI and shall conform to AM/WA standards. on the drawings, in these specifications, and as necessary to complete the contract. B. Exercise care in handling, loading, unloading, and storing plastic pipe and fittings under cover until ready to install. Transport D. Remove all dented and damaged pipe sections. plastic pipe only on a vehicle with a bed long enough to allow the pipe to lay flat to avoid undue bending and concentrated ND S C 1.02 Construction Drawings external load. B. Automatic Control Valves: E. All lines shall have a minimum clearance of 4 inches from each other and 12 inches from lines of other trades. ��F,� M Murp ypF-1 A. Due to the scale of the drawings„ it is not possible to indicate aNl offsets, fittings, sleeves, etc. which may be required. The 1.08 Cleanup and Disposal 1. Automatic control valves shall be of t'ne manufacturer, size, and type indicated on the drawings. F. Parallel alines shall not be installed directly over each other. - �'o�-y'k Contractor shall carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingliy, a rp re cribed b authorities hauls 2. Automatic control valves shall be electrically operated. G. In solvent welding, use only the specified primer and solvent cement and make all joints in strict accordance with the � ° � - -i furnishing such fittings, etc. as may be required to meet such conditions. Drawings are generally diagrammatic and indicative wf A. Dispose of waste, trash, and debris in accordance with applicable laws and ordinances and asp s y g the work to be installed. The work shall be installed in such a manner as to avoid conflicts between irrigation systems, planting„ jurisdiction. Bury no such waste material and debris on the site. Burning of trash and debris will not be permitted. The Contractor manufacturer's recommended methods including handling wiping all excess solvent from each weld. Allow solvent welds at least 15 Signature and architectural features. shall remove and dispose of rubbish and debris generated by his work and workmen at frequent intervals or when ordered to do 2.07 Automatic Controller minutes setup time before moving or handling and 24 hours curing time before filling. 7-wal D so by the City's authorized representative. * Renewal Date B.All work called for on the drawings by notes or details shall be furnished and installed whetherr or not specifically mentioned iin A. Automatic controller shall be of the manufacturer, size, and type indicated on the drawings. H. PVC pipe shall be installed in a manner, which will provide for expansion and contraction as recommended by the pipe �, the sipecifications. When an item is shown on the plans but not shown on the specifications or vine versa, it shall be deemed to be B. At the time of completion the entire site will be cleared of tools, equipment, rubbish and debris which shall be disposed of manufacturer. - Date �P off-site in a legal disposal area. B. Controller enclosure shall be of the manufacturer, size, and type indicated on the drawings. �TF CF CALF as shown on both. The Landscape Architect shall have final authority for clarification. o g p .08 Electrical I. Centerload all plastic pipe prior to pressure testing. These drawings and/or the C. The Contractor shall not willfully install the irrigation system as shown on the drawings when iit is obvious in the field that 1.09 Turnover Items 2 obstructions, grade differences or discrepancies in area dimensions exist that might not have been considered in engineering. J. All threaded plastic-to-plastic connections shall be assembled using Teflon tape or Teflon paste. accompanying specifications A. Such obstructions or differences should be brought to the attention of the Landscape Architect as soon as detected. In the eveint A. Operation and Maintenance Manuals: All electrical equipment shall be NEMA Type 3, waterproofed for exterior installations. are the exclusive property of K. For plastic-to-metal connections, work the metal connections first. Use anon-hardening pipe dope an all threaded Summers/Murphy & Partners, this notification is not performed, the Irrigation Contractor shall assume full responsibility for any revision necessary. metal connections, Inc. and their use and publi- 1. Two individually bound copies of operatiion and maintenance manuals shall be delivered to the Landscape Architect or City's B. All electrical work shall conform to local codes and ordinances. plastic . cation shall be restricted to the ons, except where noted otherwise. All plastic-to-metal connections shall be made with plastic female 1.03 Quality Assurance authorized representative at least 10 calendar days prior to final inspection. The manuals shall describe the material installed and adapters. the proper operation of the system. 2.09 Low Voltage Control Wiring original f prepared. Re use, repro- A. Provide at least one English speaking person who shall be present at all times during execution of this portion of the work arnd 3.05 Controller A. Remote control wire shall be direct-burial/DWG-UF type, size as indicated on the drawings, and in no ease smaller than 14 duction or publication by any who shall be thoroughly familiar with the type of materials being installed and the manufacturer's recommended methods of 2. Each complete, bound manual shall incllude the following information: method, in whole or part, is installation and who shall direct all work performed under this secttion. gauge. A. The exact location of the controller shall be approved by the Landscape Architect before installation. The electrical service prohibited except by written a. Index sheet stating Contractor's address and telephone number, duration of guarantee period, list of equipment including shall be coordinated with this location. permission from Summers B. Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturer of articles used in this names and addresses of local manufacturer representatives. B. Connections shall be of the manufacturer, size, and type as indicated on the drawings Murphy & Partners, Inc. B. The Irrigation Contractor shall be responsible for the final electrical hook up to the irrigation controllEer. contract furnish directions covering points not shown in the drawings and specifications. b. Operating and maintenance instructions for all equipment. C. Ground wires shall be white in color. Control wires shall be red (where two or more controllers are used, the control wires shall C.All local, municipal, and state lawns, rules and regulations governing or relating to any portion of this work are hereby be a different color for each controller. These colors shall be noted on the "(Record Drawings" plans located on controller door). C. The irrigation system shall be programmed to operate during the periiods of minimal use of the design area. incorporated into and made a part of these specifications, and thelir provisions shall be carried out by the Contractor.Anything c. Spare parts lists and related manufacturer information for all equipment. contained in these specifications shiall not be construed to conflict with any of the above rules and regulations of the same. 2.10 Irrigation Heads 3.06 Control Wiring However, when these specifications; and drawings call for or describe materials, workmanship, or construction of a better qualitty, C. Equipment: A. Irrigation heads shall be of the manufacturer, size, type, with radius of throw, operating pressure, and discharge rate indicated A. Low voltage control wiring shall occupy the same trench and shall be installed along the same route as the pressure supply higher standard, or larger size than is required by the above rules and regulations, the provisions of these specifications and drawings shall take precedence. 1. Supply as a part of this contract the folllowing items: on the drawings. lines whenever possible. D. All materials supplied for this project shall be new and free from any defects. All defective materials shall be replaced a. Two (2)wrenches for disassembly and adjustment of each type of sprinkler head used in the irrigation system. B. Irrigation heads shall be used as indicated on the drawings. B. Where more than one wire is placed in a trench, the wiring shall be taped together in a bundle at intervals of 10 feet. Bundle shall be secured to the mainline with tape at intervals of 20 feet. immediately at no additional cost to Owner. Z b. Three 30-inch sprinkler keys for manual operation of control valves. C. Irrigation heads shall have purple reclaimed water warning cover. C. All connections shall be of an approved type and shall occur in a valve box. Provide an 18-inch service loop at each O E. The Contractor shall secure the required licenses and permits including payments of charges and fees, give required notices to public authorities, verify permits secured or arrangements made by others affecting the work of this section. c. Two keys for each automatic controller.. 2.11 Miscellaneous Equipment connection. t/� D. An expansion loop of 12 inches shall be provided at each wire connection and/or directional change, and one of 24 inches W 1.04 Submittals d. Two quick coupler keys with a 1" bronze hose bib, bent nose type with hand wheel and two coupler lid keys. A. Landscape (Fabric: Landscape fabric for valve box assemblies shall be 5..0 oz. weight woven polypropylene weed barrier. P P P 9 ad Landscape fabric shall have a burst strength of 225 PSI, a puncture strength of 60 lbs. and capable of water flow of 12 gallons shall be provided at each remote control valve. per minute per square foot. w A. Materials List: e. One valve box cover key or wrench. H Type: DeWitt Pro 5 Weed Barrier or approved equal. E. A continuous run of wire shall be used between a controller and each remote control valve. Under no circumstances shall Q 1. After award of contract and before any irrigation system materials are ordered from suppliers or delivered to the job site, subimit f. Six extra sprinkler heads of each size and type. splices be used without prior approval. n to the Owner a complete list of all irrigation system materials, or processes proposed to be furnished and installed as part of thiis B. Equipment such as rain sensors shall be of the manufacturer, size and type indicated on the drawings. contract. g. For specified butterfly valves if required: One (1) 5-foot long valve handle, to fit 2-inch square AWW,A operating nut, for use 3.07 Valves <.<J<.<J<a with the specified butterfly valves. PART 3 - EXECUTION P Y A.Automatic control valves and ball valves are to be installed in the approximate locations indicated an the drawings. 2. The submittals shall include the following information: 2. The above equipment shall be turned over to City's authorized representative at the final inspection.. 3.01 Site Conditions B. Valve shall be installed in shrub areas whenever possible. a.A title sheet with the job name, the contractors name, contractor's address and telephone nurmber, submittal date and 1.10 Completion A. Inspections:: submittal number. P C. Install all valves as indicated in the detail drawings. b. An index sheet showing the iterrn number(i.e. 1,2,3, etc.); an item description (i.e. sprinkler head); the manufacturer's name A. At the time of the pre-maintenance periiod inspection, the Landscape Architect, City's authorized representative, and governing 1. Prior to all work of this section, carefully inspect the installed work of all olther trades and verify that all such work is complete to CO r installation may properly commence. 3.08 Irrigation Heads . the oast where this ins y p p y list t be P Q) (i.e. Hunter Industries); the item model number(i.e. I-40-ADV/36V); and the page(s) in the submiittal set that contain the catalog agencies wi II inspect the work, and if not accepted, will prepare a list of items to be completed by the Contractor. Punch s o cuts. checked off by contractor and submitted to Landscape Architect or City's;Authorized representative prior to any follow-up meeting. A. Irrigation heads shall be installed as indicated on the M This checked off list to indicate that all punch list items have been compl ation drawings.completed. At the time of the post-maintenance period or final 2. Verify that irrigation system may be installed in strict accordance with all pertinent codes and regulations, the original design, 9 9 M CC c. The catalog cuts shall be one or two pages from the most recent manufacturer's catalog that indicate the product submitted.. inspection the work will be re-inspected and final acceptance will be in writing by the Landscape Architect, City's authorized the referenced standards, and the manufacturers recommendations. I Q B. Spacing of heads shall not exceed maximum indicated on the drawings. 00 Do not submit parts lists, exploded diagrams, price lists or other extra information. representative, and governing agencies. B. Discrepancies: 00 C. Riser nipples shall be of the same size as the riser opening in the splrinkler body. d. The catalog cuts shall clearly indicate the manufacturer's name and the item model number. The item model number, all B. The City's authorized representative shall have final authority on all portions of the work. � G specified options and specified sizes shall be circled on the catalog cuts. 1. In the event of discrepancy, immediately notify the Landscape Architect•or City's authorized representative. Q C. After the system has been completed, the Contractor shall instruct City's authorized representative in the operation and 3.09 Miscellaneous Equipment ♦^ 0) a W e. Submittals for equipment indicated on the legend without manufacturer names, or"as approved", shall contain the maintenance of the irrigation system and shall furnish a complete set of operating and maintenance instructions. 2. Do not proceed with installation in areas of discrepancy until all discrepancies have been resolved. A. Install all assemblies specified herein according to the respective detail drawings or specifications, Busing best standard manufacturer, � I"' Class or Schedule ASTM numbers and/or other certifications as indicated in these specifications. practices. , , D. Any settling of trenches which may occur during the one-year period following acceptance shall be repaired to the City's C. Grades: pracces. 2 = Q f. Submittal format requirements: satisfaction by the Contractor without any additional expense to the owner. Repairs shall include the complete restoration of all O damage to planting, paving or other improvements of any kind as a resullt of the work. 1. Before starting work, carefully check all grades to determine that work mtay safely proceed, keeping witthin the specified B. Install devices such as rain sensors as; indicated on the drawings and as recommended by the manufacturer. O i. Submittals shall be provided as one complete package for the project. Multiple partial submittals will not be reviewed. material depths with respect to finish grade. 3.10 Flushing the System = W - O 1.11 Guarantee > J U ii. Submittal package shall be stapled or bound in such a way as to allow for disassembly for review processing. 2. Final grades shall be accepted by the Engineer before work on this sectiion will be allowed to begin. Q A. The entire sprinkler system, including all work done under this contract, shall be unconditionally guaranteed against all defects A. Prior to installation of irrigation heads, the valves shall be opened anrd a full head of water used to flush out the lines and risers. Q CC iii. Submittal package shall have alll pages numbered in the lower right hand corner. Page numbers shall correspond with and fault of material and workmanship, including settling of backfilled areas below grade, for a period of one (1) year following the D. Field Measurements: �o 0 U 0 B. Irrigation heads shall be installed after flushing the system has been (completed. submittal index. filing of the (Notice of Completion. O (� Z 1. Make all necessary measurements in the field to ensure precise fit of items in accordance with the original design. Contractor OD 3. The LandscapeO Architect or City's authorized representative wil I allow no substitutions without prior written acceptance. B. Should any problem with the irrigation system be discovered within the guarantee period, it shall be (corrected by the shall coordinate the installation of all irrigation materials with all other work. 3.11 Adjusting the System LU �" Contractor at no additional expense to owner within ten (1 0)calendar days of receipt of written notice from Owner. When the A. Contractor shall adjust an valves, align heads, and check the covers a of each s stem prior to cowers a test. 0 4. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only nature of the repairs as determined by the Owner constitute an emergency(i.e. broken pressure line)the Owner may proceed to 2. All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions prior to proceeding with 1 Y g 9 Y P 9 Q (D ti this ts section. supplement the guarantee. make repairs at the Contractor's expense. Any and all damages to existing improvement resulting either from faulty materials or work underB. If it is determined by the Landscape Architect or City's authorized representative that additional adjustments or nozzle changes & O 0) workmanship, or from the necessary repaiirs to correct same, shall be repaired to the satisfaction of the owner by the Contractor, will be required to provide proper coverage, all necessary changes or adjustments shall be made prior to an lantin t o Z Q .-,* 5. The Landscape Architect or City's authorized representative wil I not review the submittal package unless provided in the forrnat all at no additional cost to the Owner. 3. Exercise extreme care in excavating and working near existing utilities. Contractor shall be responsible for damages to utilities, q P P P 9 Y 9 1 P Y planting. r described above. which are caused by his operations or neglect. 3. 0 (0 -1 04 C. Guarantee shall be submitted on Contractors own letterhead as follows: C. The entire system shall be operating properly before any planting operations commence. E. Diagrammatic Intent: O � coal B. Substitutions: D. Automatic control valves are to be adjusted so that the irrigation heads and drip tubing operate at the pressure recommended 1 9 P 1. If the Irrigation Contractor wishes;to substitute any equipment or materials for those equipment or materials listed on the GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM The drawings are essentially diagrammatic. The size and location of equipment and fixtures are drawn to, scale where possible. by the manufacturer. irrigation drawings and specifications, he may do so by providing the following information to the Landscape Architect or City's We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials and Provide offsets in piping and changes in equipment locations as necessary to conform with structures and to avoid obstructions 3.12 Testing and Observation V, authorized representative for approval. workmanship, and the work has been completed in accordance with the drawings and specifications, ordinary wear and tear and or conflicts with other work at no additional expense to Owner. unusual abuse, or neglect excepted. We aigree to repair or replace any defective material during the period of one year from date F. Layout A. Do not allow or cause any of the work of this section to be covered up or enclosed until it has been observed, tested and Q 2. Provide a written statement indicating the reason for making the substitution. of filing of the Notice of Completion and also to repair or replace any damage resulting from the repairing or replacing of such accepted: by the Landscape Architect, Owner, and governing agencies. defects at no additional cost to the owner. We shall make such repairs orr replacements within 10 calendar days following written J information for each substitute item. notification b the owner. In the event of our failure to make such repairs or replacements within the tirrne specified after receipt of 1. Prior to installation, the Contractor shall stake out all pressure supply lines, routing and location of sprinkler heads, valves, 3. Provide catalog cut sheets, technical data, and performancey P P B. The Contractor shall be solely responsible for notifying the Landscape Architect, Owner, and governing agencies, a minimum 0. written notice from owner, we authorize the owner to proceed to have said repairs or replacements made at our expense and we backflow preventer, and automatic controller. 4. Provide in writing the difference in installed price if the item is accepted. will pay the costs and charges therefore upon demand. 2. Layout irrigation system and make minor adjustments required due to differences between site and drawings. Where piping is of 48 hours in advance, where and when the work is ready for testing. shown on drawings under paved areas, but running parallel and adjacent to planted areas, install the piping in the planted areas. C. When the sprinkler system is completed, the Contractor shall performa coverage test of each system in its entirety to Q 1.05 Existing Conditions PROJECT NAME: determine lif the water coverage for the planted areas is complete and aldequate in the presence of the Landscape Architect. Z PROJECT LOCATION: G. Water Supply: Z A. The Contractor shall verify and ble familiar with the locations, size and detail of points of connection provided as the source Of W t the irrigation system. CONTRACTOR NAME: Connections to, or the installation of, the water supply shall be at the locations shown on the drawings. Mlinor changes caused by D. The Contractor shall furnish all materials and perform all work required to correct any inadequacies of coverage due to / 1 � O water, electrical supply, and telephone line connection o g y C deviations from the plans, or where the system has been willful) installed as indicated on the drawings when it is obvious) V ADDRESS: actual site conditions shall be made at no additional expense to Owner. P Y y g' y �^ Q LL 0 B. Irrigation design is based on the .available static water pressure shown on the drawings. Contrractor shall verify static water On inadequate, without bringing this to the attention of the Landscape Archiitect. This test shall be accepted by the Landscape Q � J cc the project prior to the start of construction. Should a discrepancy exist, notify the Landscape Architect and City's authorized TELEPHONE: H. Electrical Service: Architect and accomplished before starting any planting. Q V O representative prior to beginning construction. E. Final inspection will not commence without record drawings as re aired b the Irrigation Contractorr. Z SIGNED: 1. Connections to the electrical supply shall Ibe at the locations shown on the drawings. Minor changes caused by actual site P 9 P P Y 9 C. Prior to cutting into the soil, the Contractor shall locate all cables, conduits, sewer septic tanks, and other utilities as are conditions shall be made at no additional expense to Owner. Z �• 0 commonly encountered underground and he shall take proper precautions not to damage or disturb such improvements. If a DATE: 3.13 Maintenance J O It Q conflict exists between such obstaclles and the proposed work, the Contractor shall promptly notify the Landscape Architect and 2. Contractor shall make electrical connections to the irrigation controller. Electrical power source to controller locations shall be C W if a rock layer L d other such provided by others. During the maintenance period the Contractor shall adjust and maintain the irrigation system in a fully operational condition I e CO CC r ceed in the same manner PART 2 - MATERIALS ec Owner who will arrange for relocations. The Contractor will o y Y G g p providing complete irrigation coverage to all intended plantings. W conditions are encountered. 2.01 Summary 3.02 Trenching O W D. The Contractor shall protect all existing utilities and features to remain on and adjacent to the project site during construction. Use only new materials of the manufacturer, size and type shown on the drawings and specifications. Materials or equipment 3.14 Completion Cleaning W V 0 ' � in agencies standards will be rejected and shall be A. Excavations shall be straight with vertical sides, even grade, and supportt pipe continuously on bottom of trench. Trenching W Contractor shall repair, at his own cost; all damage resulting from his operations or negligence. installed or furnished that do not meet Landscape Architects, City's, or governing g 1 removed from the site at no expense to the Owner. excavation shall follow layout indicated on drawings to the depths below finiished grade and as noted. Where lines occur under Clean up shall be made as each portion of the work progresses. Refuse and excess dirt shall be removed from the site, all walks .1 � .5II..- E. The Irrigation Contractor shall coordinate with the General Contractor for installation of required sleeving as shown on the paved area, these dimensions shall be considered below subgrade. and paving shall be broomed, and any damage sustained on the work of others shall be repaired to original conditions. lass. 2.02 Pipe Q r 0- Z P Z B. Provide minimum cover of 18 inches on pressure supply lines 2 inches and smaller. LL F. The Contractor shall verify and befamiliar with the existing irrigation systems in areas adjacent to and within the Project area A. Pressure supply line between the water meter and the backflow prevention device shall be type K copper, one size larger than END OF SECTION COQ C. Provide minimum cover of 18 inches for control wires. V I-- 0 cc of work. backflow device. Co WJ G. The Contractor shall protect all existing irrigation systems, in areas adjacent to and within the project area of work, from B. Pressure su I lines 1 1/2 inches in diameter and smaller downstreaim of the backflow prevention unit shall be Schedule 40 D. Provide minimum cover of 36 inches on pressure supply lines under vehiicular travel ways. " Q � 2 P 9 9 Y PP Y CITY OF PALM DESERT MAINTENANCE 0 = cc . W damage due to his operations. solvent weld PVC conforming to ASTM D 11 785 E. Provide minimum cover of 18 inches for non-pressure lines. 0 cr CL 1. The Contractor shall maintain during installation a sufficient number of men and adequate equipment to perform the work H. Contractor shall notify City's Representative if any existing system is temporarily shut off, capped or modified. Provide 48-houur C. Non-pressure lines 3/4 inch in diameter and larger downstream of the remote control valve shall be SCH 40 solvent weld PVC F. Pipes installed in a common trench shall have a 4-inch minimum space between pipes. herein specified. All maintenance work shall meet or exceed the the City of Palm Desert's "Low Water Ordinance"; and follow notice, prior to turning off or modifying any existing irrigation systelm. conforming to ASTM D1785. the maintenance schedule &guidelines established in the City of Palm ©esert's "Desert Flora" Maintenance Guide, current I. The Contractor shall repair or repllace all existing irrigation systems, in areas adjacent to and within the project area of work, 2.03 Metal Pipe and Fittings 3.03 Backfilling edition. SHEET DESCRIPTION damaged by the construction of this project. Adjacent irrigation systems shall be made completely operational and provide complete coverage of the existing landscaped areas. All repairs shall be complete to the satisfaction of the City's Representative. A. Brass pipe shall be 85 percent red brass, ANSI, IPS Standard 125 poiunds, Schedule 40 screwed pilpe. A. Backfill material on all lines shall be the same as adjacent soil free of debris, litter, and rocks over 1/2 inch in diameter. G�TY OI I AL D SFRT 1.06 Inspections B. Fittings shall be medium brass, screwed 125-pound class. B. Backfill shall be tamped in 4-inch layers under the pipe and uniformly on both sides for the full width of the trench and the full /N51P�GT/ON 5GHE17ULF NOTE IRRIGATION length of the pups. Backfill materials shall be sufficiently damp to permit thorough compaction, free of voids. Backfill shall be REFER TO THE TITLE SHEET FOR THE CITY OF SPECS I A. The Contractor shall permit the Landscape Architect and City's authorized representative to visit and inspect at all times an l C. Copper pipe and fittings shall be T e '"K" sweat soldered. compacted to dry density equal to adjacent undisturbed soil and shall conform to adjacent grades. PALM DESERT'S INSPECTION SCHEDULE. p P Y P P Y PP P P 9 YP part of the work and shall provide safe access for such visits. 2.04 Plastic Pipe and Fittings C. Flooding in lieu of tamping is not allowed. B. Where the specifications require work to be tested by the Contractor, it shall not be covered over until accepted by the DESIGNED D. Under no circumstances shall truck wheels be used to compact Backfill. 5� Landscape Architect, City's authorized representative, and/or governing agencies. The Contractor shall be solely responsible for A. Pipe shall be marked continuously with manufacturer's name, nominall pipe size, schedule or class, IPVC type and grade, These plans have been reviewed by the Coachella Valley Water District in accordance notifying the Landscape Architect, Owner, and governing agencies, a minimum of 48 hours in advance, where and when the work National Sanitation Foundation approval, Commercial Standards designation, and date of extrusion. T DRAWN is ready for testing. Should any worlk be covered without testing or acceptance, it shall be, if so ordered, uncovered at the E. Provide sand Backfill a minimum of 4 inches over and under all piping under paved areas. A E R with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. SaA Contractor's expense. B. All plastic pipe shall be extruded of an improved PVC virgin pipe compound in accordance with ASTIM D2672, ASTM D2241 or requiring efficient landscape and irrigation design in cooperation with the local CHECKED SMP ' C. Inspections will be required for the following at a minimum: ASTM D1785. / s T R t C- governing agency (City or County). "Approval of this drawing by CVWD staff does not DATE , C. All solvent weld PVC fittings shall be standard weight Schedule 40 (and Schedule 80 where specified on the irrigation detail constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, P-2(-0 1. System layout sheet)and shall be injection molded of an improved virgin PVC fitting compound. Slip PVC fittings shalll be the "deep socket" walls, and permanent structure of any kind may not be planted or installed in CVWD )ORern.O.F.Entrg NO. bracketed type. Threaded plastic fittings shall be injection molded.All tees and ells shall be side gated. All fittings shall conform to 2. Pressure test of irrigation mainline (Six hours at 125 PSI or 1201% of static water pressure, which ever is greater.) Mainline ASTM D2464 and ASTM D2466. and USBR easements or right-of-way without first obtaining an encroachment permit pressure loss during test shall not exceed 2 PSI. CAD FILE D. All threaded nipples shall be standard weight Schedule 80 with molded threads and shall conform to ASTM D1785. from CVWD. REMQM I L 3. Coverage test of irrigation system. Test shall be performed prior to any planting. 08SA15JN06 SHEET NUMBER E. All solvent cementing of plastic pipe and fittings shall be a two-step process, using primer and solvent cement applied per the Sweeney + associates 4. Final inspection prior to start of maintenance period manufacturer's recommendations. Cementt shall be of a fluid consistency, not gel-like or ropy. Solvent cementing shall be in IRRIGATION DESIGN AND CONSULTING DATE WATER MANAGEMENT SUPERVISOR 8� conformance with ASTM D2564 and ASTM( D2855. California "`5. Final acceptanceL�IZF�! ,% n 38730 S y Canyon Drrive,Suite CF. When connection is plastic to metal, fermale adapters shall be hand tiglhtened, plus one turn with a strap wrench. Joint Murrieta,CA 92563D. Site observations and testing willl not commence without the field record drawings as preparecd by the Irrigation Contractor. compound shall be non-lead base Teflon paste, tape, or equal. 951.461.6830 p-951.461.6850 fJ Record drawings must complete andup to date for each site visit. email www.see weeneenya s soc..c ssrncom CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR rITY:)c ;.i5a 0 OF .21 S SETS Ep Murrieta,California•Austin,Texas-Ft.Lauderdale,Florida I NOTE : I o o _ , ". ,r ,r fie, ,r ,r „e LIGHTING LEGEND ALL PLANT MATERIAL SHALL BE APPRO�/ED BY LANDSCAPE _ LIMIT OF WORK EFER O GER D FO D P DS L S. ARCH I TEGT PRIOR TO DELI\/ERY. CONTRACTOR SHALL PRO\/I DE " "' " I I I I 1 I I I I I I I I I I \ ' SYMBOL DESCRIPTION LANDSCAPE ARCHITECT W I TH PHOTOGRAPHS AND SPEC,IF I GAT I ONS OF MATERIAL RECOMMENDED TO BE PURCHASED BY THE CONTRACTOR. _ p J(48 \ IIOV. SIGN LIGHT FOR ALL TREES ABO\/E 36" BOX, CONTRACTOR SHALL PRO\/ID r E a "' SLANDSUPEARCNfTE PARTNERS, INC M M 1. FS o : 110\/ TREE UP-LIGHT ," PHOTO OF EACH SPED I MEN. FOR ALL TREES / SHRUBS 24 BOX AND °• " " " - 34197 COAST HIGHWAY, surrE 200 " r „• " DANA POINT, CALIFORNIA 92629 in (15) ° \ 110\/. BOLLARD LIGHT UNDER, CONTRACTOR MAY SUBMIT A "REPRESENTATI\/E " PHOTOGRAPH. - " r •' ,r °�° (949) 443.1446 FAX (949) 443-1631 ,. " ,r \ R HT T REJECT MATERIA N APE ARCHITECT RESER�/ES THE IC, OL , °p THIS PLAN REELECTS RECOMMENDED LIGHT LANDSCAPE " „ „ ,. " " \ RY T THE SITE NOT PRE�/IOUSLY APPRO�/ED OR NOT y " os FIXTURE LOCATIONS ONLY. THE OWNER DELI�/E O o �p,N cgPF \ REPRESENTATti\/E OF THE APPRO\/ED PHOTOGRAPHS. 0 0 0 0°0 o S ALL HA\/E THEIR ELECTRICAL GAL ENGINEER r n _• " ti o°p o° (15} ALL PHOTOGRAPHS SHALL CONTAIN I N A PERSON OR MEASURE I NG POLE, " " n '� ,., '" ��°�G °��-A PE(36) RE MMEND ACTUAL FIXTURES. ELECTRIC o PA(10') o ENG I N R SHALL BE RESPONSIBLE FOR AL AND FRAME THE ENTIRE TREE / SHRUB. SPEC IF I GAT I ONS SHALL .M r" n r " � Op � �� " r Signature o FS o ELECTRI L DESIGN AS NEEDED TO MEET ADDRESS GAL I PER, HE I GTH � W I DTH OF TREE / SHRUB. .e " •° n " ,, 7-31-08 �boe. ° THE C 1 TY OF�PALM DESERT IS LIGHTING ONLY PLANTS W I TH STRONG TRUNKS, GOOD BRANCH CONFIGURATION " " " " * Renewal Date / (15) s Date ORDINANCE. \ AND INTACT LOWER BRANCHES WILL BE ACCEPTED. CAL\F(D ------- __.__ : PA(15') \ ALL PLANT MATERIAL SHALL MEET THE AMERI GAN NURSERY • e e r _ These drawings and/or the accompanyingPA(10') ° STANDARD ANSI 500 AND AR I ZONA NURSERY I SA STANDARDS. °' r "" v are the exclusi property specification ,o ,. c us specification of u 6 ° \ • Summers/Murphy & Partners, ---- --- CH(3 } \ _+ " " Inc. and their use and publi— W ° : PE(36) G \ \ REARDLESS OF PREYI OUS LANDSCAPE ARCH I TEG OWN ERR OR OER " '= s 61 °° " " 15 „ cation shall be restricted to the ® PA(15') ° APPRO�/ALS THE CITY OF PALM DESERT LANDSCAPE INSPECTOR AND f1 " n r e = original site for which they aJ _ FS : were prepared. Re—use, repro— ' „ n 0 o '• duction or publication b an H T T R T ANY AND A PANT PA(15 ) MANAGER RESER�/ES THE RICH O EJEC ALL L ,aw ,e ,6 M n � _, " ,• P Y Y (15) method, in whole or part, is ° _ MATERIAL. prohibited except by written _ permission from Summers/ NOTE : Murphy 8c Partners, Inc. CH(2 ) PA 10'} N MAINTENANCE SHALL MEET OR EXCEED THE KEY M A P O ALL INSTALLATION AND LL ° PG(48) �� O FZ� N.T.S. o ` PA(10 ) ° ■ C I T`I' OF PALM DESERTS LOW WATER ORDINANCE AND FOLLOW THE 0 0 Q o MAINTENANCE SCHEDULE $ GUI DEL I NES ESTABLISHED IN THE C 17"r OF PALM DESERT'S "DESERT FLORA" MAINTENANCE GUIDE, CURRENT W ° EDITION. ALL TREES TO BE LOW BRANCH I NC, SINGLE TRUNK OR (15) FS FS opo MULTI-BRANCHED AS NOTED. ALL TREES TO HA\/E LOWER Z o °p0. p O o — 15 — FTI NG OF CANOPY.15 o BRANCHES IN TACT. NO L TOTA JOB TREE EGEND L 0 PE 36 L o ! o 0 0� LI(36) } — 0�0 0 0 0 0 0 pub °p�bo p o CH(36) o c� o SYMBOL DESCRIPTION SIZE SPACING OUANT I T`I' WATER NEED o 0 ® ® FW— oo I op�pol�p o � o Q i D o O O ° 0oo0�°O o oo° ) J 48 0 0 0 � AS(24} H C, I o ( } o� 00� �0 1 Fs 1 ° AGAGIA STENOPHYLLA 24I BOX LOW BRANCH 20 LOW / MOD 0.5 ° (15) o 0 0 °� o SHOESTRING ACACIA a a a a a a , o � ® 15 0 O � 0 0 o Qo I ' O O \ CH � O AJ(48) I+ + 5, n O C r, o o �� ALB I Z I A JUL I BR I SS I N 48n BOX MULTI BRANCH 3 MOD 0.5 "A ° . - SILK TREE i i I s CV 6 II o I M I NAL I S 3C BOX LOW BRANCH 18 MOD 0.5 GALL I STEMON \� � na S'' =r t. i i'"` � ± < ,, Y ,, s` �-:� 4,' `_„ � `i 1, { , s 9` R "'' 1! , t ,'. : •R"""31 i, !' BOTTLE BRUSH OD = I f ,p i+ f 'S i yyyy t+. t}9 a t 1 e saivf ' P i£ df ? } Ir } # tk j it} } t { ' p „ r . x w v , , 4 Ato i ' t i 1 a .e , J , i t ! , 6 i 1 }} 'tt a {,}.i �• 'i � ,P , y �'' §' S4—it.,�,1'S P 3 ppL iJt Fk e sra, PF(3 6 ) ° FAR<INSONIA FLORIDA 56 I BOX LON BRANCH 7 LO N 0.2 0. co,, BLUE PA O 1! ERDE ! a d' y,< L L i-f !•t pit i}t t�..z ''§� 4,`4!�- ..A,--! P;f' .+, 11', W ILI t � - L� � }-P 'v i i i' 1 ,3 `t` "I�"'C`• tl i. Y ;r±'� i t p' g3 I R: U i ,t Z 9 Iv 1 } i} d, „ n i - , e , , : s a , , } , ,S --,:; ♦ j, , _t, ',1 ,, ti 4.` a i I_1 L' i f 1 }s 0 5 plan)=1> P CH seeO :. '*>' 1 r - •. ,- .. .,.- , t — ,',} °. -. , -t i. P tl ' ^^:j • ;, 'i is t ! 1 L - �E p G HAMA�ROPJHUMI IS 36 BOX MULTI BRANCH MOD 0.5 Z ., ` �.<.. r , MED. FAN PALM 24 OX MULTI BRANCH 11 �S P 5 ,F U Q I LU ° -- { } 't may} __ 1 cjl Fs FOUCU I ER I A SPLENDENS 15 GANES MIN. E( LOW 0.2 co 0 V O k, a ® up (" � y f (15) OCOTILLO itf i tI, O (� Z /�/� rXr� ,9 a P z>: dY'"'e -"- ""� I t ' ,,�w' 3 y a r<- t '°""# z' ," 1 lu Z O W , ;f I. LI 36) i i Y' i z 1 pp } E E r :r I ' , em, ) o 34 L AGERSTROMIA INDIGA 56 BOX LOW BRANCH 13 LOW MOD 05 O 1 g � `i �.,— < tx i ': " GRAPE MYRTLE i x`' 't t '' e'Ii • 0 . Ii , :, < -t f; {s,,. :t , , :yfi. 'i aa t� f pp � I � ° 1 ` {' LU , i•. t i Z Q ° a 3 ,:I e 7 V 7 } i _1r#, � 'rfiF . t i ' trg "' 4 _S iIt+ k P X\ i P A eP I n I Z O JZ W PHOENIX X D AGTY IFERA IOB.T BARE ROOT) 8 HIGH O.5 J CM 3 1 E I l CD k t ',' § "!• .�� ;, DATE PALM I� B.T. (BARE ROOT) � O � c0 a. k ,, y ALTERNATE- D TO BE SELECTE BY OWNER: � , 4 w I � y ) A 5`b F t s , , ; , , , 3± , e 1 , t s 1 �� 10 B.T. BARE ROOT 8 4 _ ,,l o YBR I D STA HIGH 0.5 _ �: �`" � H WASH I NGTON I A ROBU ( ) s. - K , t± : MEX I GAN FAN PALM I 5IBT. BARE ROOT -1 � i Y d S• , , � . t , � L ! PE(see plan) , �5 r ° 0 C PINUS ELDARICA 36 BOX LOW BRANCH 12 MOD 0.5 ` I 1 0C� 0 ° AFGHAN PINE 24" BOX LOW BRANCH 7 y W Q ii C } o°OoO��0o0 D o p E PG(see plan) 0 ~ ° °off°o ° 00 °0 00 °o ° ° ° PROSOPIS G ANDULOSA 48" BOX MULTI BRANCH 2 LOW MOD 0.5 Z Z ° ° L / Q � 0 0 I I W T HONE)" MESQU I TE 3( BOX MULTI BRANCH 3 TEXAS W o 0 oO LL �o�o �>�o� Fs ® V � o ° °°moo°o° ° °° ° 6 fin Q 0 o 15) 000 �00 0 ( ° D � J � �o o ° Q Q Q 15) o CH(36) Z VLL CH(36) D o0 O� O o Z 0 o o° Q H o J o 0 VINE LEGEND Q � 0 1 5 o TOTAL JOB W O o�bo° � Fs o o ! � moo� ° o Co � 00��00 p opo o W W S (15} SYMBOL DESCRIPTION SIZE OUANTITY WATER NEED O 0 0h o o 1:1-1(15) Wmod LON / MOD 0.5 o J O .1 HPA(10') D • . O) ° Q raZ ' M � W � a CH 24) PA(10 ) m o� O LU W Q � � 0 ! � These plans have been reviewed by the Coachella Valley Water District in accordance Qe _ _ W os PA(15') A T E R with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. ~ V 0 (15) PA 10') ° � requiring efficient landscape and irrigation design in cooperation with the local °O ° G/TY Or h�1LM L2E5ERT o governing agency (City or County). "Approval o this drawing CVWD staff does not I / s T R t G g g g y ( i y y) " pp lfhi d i g b y SHEET DESCRIPTION I I INSPECT/ON 5GH�77UL5 NOTE PA(15') constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, ° REFER TO THE TITLE SHEET FOR THE CITY OF walls, and permanent structure of any kind may not be planted or installed in CVWD TREE, VINE ° , + PALM DESERT'S INSPECTION SCHEDULE. and USBR easements or right-of-way without first obtaining an encroachment permit AND LANDSCAPE o i from CVWD. LIGHTING PLAN -_- (15 P�°') SOIL AIII�IIIIIIIII`!ENOMENT NB-r'E I DESIGNED AT THE CONCLUSION OF RO H GRADING, AN AGRONOMIC SOILS ANALYSISI SHALL BE DATE WATER MANAGEMENT SUPERVISOR J.L. —- - — PREPARED BY THE OWNBR AND FURNISHED TO THE CITY OF PALM DE ERT FOR HEIR REVIEW DRAWN R INSTALL ONL THO E 5 IL J.L. N CONTRACTOR SHALL 48 AND APPROVAL. TWA INSTALLI G GO '� AMENDMENTS A'i� FERTILIZERS AS APPROVED BY THE G I TY OF PALM r;,ESIfRT L NDSGAPE , o MANAGES CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR CHECKED P.M. I DATE 0000p0. / 114 NI&.F.Entr / GROUND COVER CAD FILE / SYMBOL o II I REMEMTREE DESGRIPTION NOTE : 5G - = ' SHEET N UMBER NO TREES SMALL BE PLANTED 2 " TH I r_ LAYER AFTER COMPAC ED� DE OMPOSED GRAN I TE. If g- , - - � WITHIN G.\�.W.D. EASEMENTS OR _ o NO SYMBOLALL SHRUB "NE ALIFORIAOD 5/a " MINUS WT- . R I Gh#T=0F WAYS L' �O 20 �O to NORTH O F ' � � ' I I% FINES. AVAILABLE BY KRC RQC (_7 O) I LIMIT OF AORK FER T� GE ALID Of. ,� ^� EE 0 P L DSGAPE PLANS. vwwW krcrcck.Gorn �O_F 21 SHEETS , . , , ," Ir I•. Iov Ir wo n• m w ° NOTE -- " r a o0 n r a r III Ii REFER TO SHEET L-- 15 FOR • - i i " n , r i N r IN In ADDITION NOTES ABOUT a i i ,i SUMMERS/MURPHY PARTNERS, INC FL ANT SELECTION AND SOIL v „ i LANDSCAPE ARCHITECTS „ i r 34197 COAST HICFIWAY, SUITE 200 AMENDMENTS. " r r r ,r (949 POINT. �14{6 FAX (949)2629 443-1631 r 14 i Ir IN Itl In In 'i ,i In �p,NDSCAP I" ,(48) L In I I I I I / L I H � NV LEr7END r M• Murp,, F9 _ _ _ _ - - - - - � — — — —— — — — — — — — — — — y r 'Qc SYMBOLuj RIP DESCRIPTION 1 O I n )1 r ,4• FS i Signature i i °I � 7-31 08 e � i r ,r 15 1 I10�. SIGN LIGHT >s >o " u36 > r r Renewal Date ( ) PE 36 e eTREE O P— � T Ntl J�' Date P ! \ 24 AS 24 L As 2a) ° O O o OOO ° O L T^ q�(24) As E- > tl tl i» ( ) ° 36 —�— O _ — A!-:'° • 110�. BOLLARD LIGHT " ' " tltl ca y I v 1 10) )'P� o o ) ® o — — — — — o — — o / ' n a "( _ I r THIS PLAN REFLECTS RECOENED LIGHT n • �. These drawings and the \ C O CH � — MMD r '° � accompanying specificaica tions FIXTURE: LOCATIONS ONLY. THE: OWNER ° " r i ° are the exclusive property of n • Summers/Murphy & Partners, � SHALL HAVE THEIR ELECTRICAL ENGINEER " tl '° II Inc. and their use and publi- - — — _— MBRANDT PARKWAY RE COMMEND ACTUAL FIXTURES. E:LE CTRIG _ a 1° — n °' " n i 14 cation shall be restricted to the ENGINEER SHALL BE RESPONSIBLE: FOR ALL original site for which they — were prepared. Re-use, repro- ELECTRICAL DESIGN AS NEEDED TO MEET duction or publication by any method, in whole or art, is THE CITY OF PALM DESERT S LIGHTING pro hibited except by written _ --- • _ _ _ ORDINANCE. permission from Summers/ - - ►�+� — 1 O 36) Murphy & Partners, Inc. • A+ T PE 36 KEY MAP P_ _ L - CH 2 4 T'r, e 'A o F" C ® F s P 36 O ° FS I e e N.T.S. � O o u,3s 15, o a. �c 0 �� • ' q ALL TREES TO BE LOW BRANCHING SINGLE e _ TREE LEOEND TOTAL JOB SINGLE OR MULTI BRANCHED AS NOTED. I I I I SYMBOL DESCRIPTION S 1 ZE l$ SPACING QUANTITY WATER NEED e e FS ` c \ I i 1 ASe24, 6 AGAG I A STENOPHYLLA 24" BOX LOW BRANCH 20 LOW / MOD 0.5 5HOE5TR I NG AGAG I A W T I I ' oC e A1(48) ALBIZIA JULIBRISSIN 48" BOX MULTI BRANCH 5 MOD 0.5 H SILK TREE 1 CV(36) GALL I STEMON VI M I NAL 15 56" BOX LOW BRANCH I MOD 0.5 a a a a a a BOTTLE: BRUSH PF(36) PARKINSONIA FLORIDA 56" BOX LOW BRANCH -7 LOW 0.2 0 BLUE PALO \/ERIDE CH(see pion) CHAMAEROPS HUM I L I S 56'' BOX MULTI BRANCH of MOD 0.5 M e MED. FAN PALM 24'' BOX MULTI BRANCH 1-7 _ (5} FOUOU I ERI A SPLENDENS 15 CANES MIN. 56 LOW 0.2 LO OCOTILLO Q O) 0. LI(36) LAGER5TROMIA INDICA 56" BOX LOW BRANCH 15 LOW / MOD 0.5 W a' III.— e GRAPE MYRTLE Z2 0 PA(see pion) PHOENIX DACTYL I FERA 10' B.T. (BARE: ROOT) 8 HIGH 0.5 0 Z ° , J O DATE PALM 15' B.T. (BARE: ROOT) -1 U ALTERNATE- TO BE: SELECTED BY OWNER: Q V 1 HYBRID WASH I NGTON I A ROBUSTA I O' B.T. (BARE: ROOT) 8 HIGH 0.5 Cn 0 - 0 CID MEX I CAN FAN PALM 15' B.T. (BARE ROOT) 7 O co Z � / �� / 000 \ _ // / \� T T `\ // PE(see plan) PINUS ELDARIGA 56" BOX LOW BRANCH 12 MOD 0.5 W ~ �X �\ // // / e AFGHAN PINE 24" BOX LOW BRANCH 7W � Q W Z PG(see plan) PROSOPIS GLANDULOSA 48" BOX MULTI BRANCH 2 OW T W LO — _ L / MOD 0.5 1�. ° �X �� / / TEXAS HONEY MESOUITE 56" BOX MULTI BRANCH 5 CO J � RA NDT PARKWAY � _ — '� ®'4S(2 � �"' z — FS / e O REMB - ,5 Fs _ Q aNDT 5, VINE LEGEND Z _•__`K�,A AS(24 / / TOTAL JOB • — _ V I — o ® - _ 14C0 Oa' CV(36) SYMBO DESCRIPTION SIZE J ° L C�UANT I TY WATER NEED � 0— (15) BOUGA I NVI LLE:A 'SAN D I E:GO RED'- STAKED 15 GAL. 017 LOW / MOD 0.5 4 "' �, ` `� -,' 15 \ \ \ / / / / / (5) BOUGA I N\/I LLEA 'SAN D I EGO RED'- STAKED 5 GAL. 105 LOW / MOD 0.5 W Q _ / H I / Z Z OROUND (f/OVER U coo LU I o CH(24) \\ \ \ r/w' (24 � ° \ / / / / SYMBOL DESCRIPTION /yam I O \ {ir 0 / QO I / \ FS / \ .� / U ( ,5 ) a6 Z U. 10 / TH I GK LAYER AFTER COMPACTED DECOMPOSED GRANITE. Q Z I•- 0 I k / NO 5`rMBOL ALL SHRUB BEDS. "NEW GAL I FORN I A GOLD " O CrS/e5 " M I NUS WITH J Q I I I I I ' . , \ � e S"r'H • NET / v� CC PE(36} pA�'k \ / �� / / / 1 1 / FINES. AAA I LABLE BY KRC ROCK. (T6 0) -744- 1 OS6 LU LU ua �� O / C7 / , As(24) / .�Q'�' � / / WWW .�I"GfOG�.GOI`Y1 � 0 q C U I o \ LLI G od o / / � ' JOZFS � 105 � CL(�} v v v CO 0 CC LU \ e \ \ \ \\ These plans have been reviewed by the Coachella Valley Water District in accordance O = — W cle R with Water Code Title 7 Division 1 Chapter 3 Article 10.8 Section 65597 et se ~ ~ C) CC CV(3 > > p > > q requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or Count "Approval of this drawing b CVWD staff does not SHEET DESCRIPTION CH � s r R � c g g g y ( Y y)- PP g y / � � / \\ \�kl� \ constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, °1 / // / / IQ // \ �� ( walls and permanent structure f an kind a p TREE, VINE / p e o y nd may not be planted or installed in CVWD / AND LANDSCAPE \ C and USBR easements or ri ht-of-wa without first obtaining an encroachment permit � � y g p from CVWD. LIGHTING PLAN/ T DESIGNED DATE WATER MANAGEMENT SUPERVISOR J.L. / DRAWN J.L. CITY OF IvALM DFSEJRT CHECKED P M IN5RECT/ON 5CHEMLE N07-5 CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR DATE REFER TO THE TITLE SHEET FOR THE CITY OF 8-2I-O6 PALM DESERT'S INSPECTION SCHEDULE. JOA NO. NOTE : kN&TREE NOTE : NO TREES SHALL BE PLANTED SCA�� : = 20 � SHEET NUMBER ALL INSTALLATION AND MAINTENANCE SMALL MEET OR EXCEED THE 1^II/T�HIN G.�.l��l.D. EASEMENTS OR R 1 GHT=OF WAYS R C E I C 1 TY OF PALM DESERT' II W WAS LOTER ORDINANCE " AND FOLLOW THE MAINTENANCE SCHEDULE l$ GUI DEL I NES ESTABLISHED IN THE C 1 TY OF C 6 4- i ''DESERT i t C O' 20' 40' 60' 80' gE M : PAL DESERTS FLORA MAINTENANE GUIDE, CURRENT NORTHU6�aR PT EDITION. 4)C OF 21 SHEETS • ! f , ,a ,r IN w,lml_- no m, ,r IN NOTE : ,. !, r m., _ ° » SUMMEERS/ ARCHITECT PARTNERS, INC \ LANDSCAPE / ' IN REFER TO SHEET L- 13 FOR ADDITION NOTES ABOUT „ » n . " r ,, a 34197► OASTr°HIGH AY, SUITE 2 PLANT SELECTION AND SOIL AMENDMENTS. _ » r - (949) 443-1446 FAX (949) 443.1631 IN ,H In In CD ,a o SAND SCq pF ,a ,w m F - \\ ,r ,r � GM• Murphy ��y n x (15) CV( \ / / \ \\ NOTE >e u ,e '• Uj /lQ ALL INSTALLATION AND MA I NTENANGE SHALL MEET OR EXCEED THE °° 74 b b Signature -3,-D8 `� G 1 TY OF PALM DESERTS IILO1N WATER ORD I NANGE I' AND FOLLOI N THE ° � / / \ \ a r r � r r * Renewal Date o \ r r a ., LP Dote P MAINTENANCE NTENANGE SCHEDULE � &U I DEL I NES ESTABLISHED I N THE G I TY OF � n �,� �\ PALM DESERTS DESERT FLORA MAINTENANCE &U I DE, CURRENT a " r " , r " b of cA' �F ! EDITION. » ° » t These drawings and/or the accompanying specifications LI(36 r` \ / \ \ ° » . r are the exclusive property of �7 ° Summers/Murphy & Partners,Inc. and their use and publi— cation shall be restricted to the / \ L original site for which they ( 5) cH(24) ` \ �02 \ `\ \ were prepared. Re—use, repro— / duction or publication by any \ • \ ) \ \ w b19 method, in whole or part, is / FS FS \ �o prohibited except by written/ \ \�.. �ti. 5) (5) %' •. ` \ \ \ permission from Summers/ \ Murphy & Partners, Inc. PE(24) KEY MAP� \\\ � (15 \\ \ v °FS s) v \ ��R�� N.T.S. CV36) � ALL TREES TO BE: LOW BRANCH I N& SI N&LE / \ \ / / cH 24 / AS 24 t ) / t ) e / XX — TOTAL�•;., TREE �� SINGLE OR MULTI BRANCHED AS NOTED. L JOB \ / i Fs \ / / Z C, 6 (15, \ / / SYMBOL DESCRIPTION SIZE SPAGINO QUANTITY WATER NEED \ / \\ / l _ T / AS e2 a ) LI H 3 ACACIA STENOPHYLLA 24II C W 20 OW M / \ L OD O.5 15 / FS S OES R I N& ACACIA CH(24) q� ' ♦, AJ(48) II / r ♦ O ALB!Z 1 A JUL 1 BR 1551 N 48 BOX MULTI T 1 BRANCH 3 MOD O.5 o ♦♦/ SILK TREE O \ 4 �¢i♦ i CV(36) GALL I STE:MON \/I M I NAL I S 36 BOX LOW BRANCH 18 MOD 0.5 \ 15 ,, ♦ \ t ) \ / i / TT BO LE: BRUSH 00 PF(36) PARKINSONIA FLORIDA 36'' BOX LOW BRANCH -7 LOW 0.2 00 >. >\ ��o�♦ \ / BLUES PALO \/E:RDE: M // / � /�� / \\ ♦ `\ I \\ CH(see pion) H M R P II � Q / ° G A AE: O S HUM I L I S 36 BOX MULTI BRANCH 'I MOD 0.5 = (� 00 \\ MED. FAN PALM 24'' BOX MULTI BRANCH I-7 to \ \ / \\ / / / ��♦ \ ;S CO FOUOU I ERI A SPLENDENS 15 CANES MIN. 56 LOW 0.2 0) a 11\\-\ YU LIc o6, LA&ERSTROM I A I ND I GA 36" BOX LOW BRANCH 13 LOW / MOD 0.5 C Q GRAPE MYRTLE: O 0 z PA(see plan) PHOENIX DACTYL I SERA 10' B.T. (BARE ROOT) a H I&H 0.5 Q U ' ° �C oC v 1 \\ / // DATE PALM 15' B.T. (BARE: ROOT) \ co \ / \ ALTERNATE TO BE: SELECTED BY OWNER. O Z 0 \\ HYBRID WASH I N&TON I A ROBUSTA 10' B.T. BARE ROOT 8 Z O DO ( ) HIGH 0.5 � MEXIGAN FAN PALM 15' B.T. (BARE ROOT) W W Z co/V \ FS W (° PE(see plan) PINUS ELDARICA 56" BOX LOW BRANCH 12 MOD 0.5 ILL O c AFGHAN PINE 24" BOX LOW BRANCH Z Z '— Q I- j O . WN CO ffffJ PROSOPIS &LANDULOSA 4P" BOX MULTI BRANCH 2 LOW / MOD 0.5 O a PG(see plan) ° TEXAS HONEY MESQUITE 56" BOX MULTI BRANCH 3 / / O FS \ (n Q (15) \ '' FS Q VINE LEGEND J ` \ TOTAL JOB A AS(24 SYMBOL DESCRIPTION SIZE OUANT I TY WATER NEED W a � As \ \ ✓ (15) B0U&A I N\/I LLEA 'SAN DIE&0 RED'- STAKED 15 &AL. ` _7 LOW / MOD 0.5 Q' Z Z 5 BOD&A I NV I EA SAN R Q ( ) LL D I E&O RED'- STAKED 5 GAL. 103 LOW / MOD 0.5 � � O W QU_ a W D cr O CV(36 Z a � u- �vo , ° SYMBOL DESGRI PTI ON Q z o f ,5 j 0CC _j \ PE(2 2 " TH I GK LAYER AFTER COMPACTED DEC D OMPOSE &RAN I TE. W PE(24 :=' -_. T -� NO SYMBOL ALL SHRUB BEDS. IINEW GAL I EORN I A GOLD II , S/a " MINUS W I TH W UJ AS 4) �/ ' 11016 FINES. AVAILABLE BY KRC ROCK. 760 -744- 1 O5G > W mad \ W W W .�Gf"Gf"OG .GOI�`1 \ \ � J Q H Qraz FS ° (15} t 5 U_ / LIGHTING LEOEND/ o z S / These plans have been reviewed by the Coachella Valley Water District in accordance Cr — W 0 FS oG a T E R with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et se a ~ ~ V cr S YMBOL DESGR I PT I ON p q requiring efficient landscape and irrigation design in cooperation with the local AS024) \ o O\/. S 1 ON L I OHT o , governing agency (City or County). "Approval of this drawing by CVWD staff does not SHEET DESCRIPTION ` / \ • (15} / / i 110\/ TREE UP-L I&HT s r R constitute approval to encroach into district and USBR Rights-of-Way. Treesplants, PE° ) \ \ / walls and permanent structure of an kind may not be planted or installed in D TREE, VINE / ` / • I10\/. BOLLARD LIGHT p y y p ed CVWD L, / / and USBR easements or right-of-way without first obtaining an encroachment permit AND LANDSCAPE THIS PLAN REFLECTS RECOMMENDED L I&HT from CVWD. LIGHTING PLAN / / \ FS - FIXTURE: LOCATIONS ONLY. THE: OWNER SHALL HA\/E THEIR ELECTRICAL EN&I NEER DESIGNED I C�) RECOMMEND ACTUAL FIXTURES. ELECTRIC DATE WATER MANAGEMENT SUPERVISOR J.L. // /i \\ / \ \\ // / E:N&INEER SHALL BE RESPONSIBLE FOR ALL DRAWN \ J.L. (05 `� ,� / ELECTRICAL DESI&N AS NEEDED TO MEET CHECKED fr' / / \ r j \\ ♦ THE G I TY OF PALM DESERTS L I&HT I N& CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR `\ ° \ \ \ ORD I NANCE. DATE JQQ NO. CAD FILE `< C/T?' OF PALM 12E55RT REMEMTREE J / // > / \ �`�o \ i IN51r'E'GT/ON 5CHEL2ULE NOTE NOTE : SCALE : 1 " = 20 ' SHEET NUMBER NO TREES SHALL BE PLANTED \ R;' REFER TO THE TITLE SHEET FOR THE CITY OF — - -t PALM DE5ERT'S INSPECTION SCHEDULE. WITHIN G.�.W.D. EASEMENTS OR / 4¢~�i \ s RIGHT-OE MAYSL6 6V� 0' 20' 40' 60, 80' M EsF r NORTH J OM Wks rIt,R OF 21 SHE Jc :l NOTE : , L-t " , w £,° LIMIT OF 'WORK REFER O GER D FO D AP L.�£NDS L S. ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE ` I I l I I I I I I I I ARCH I TEGT PRIOR TO DELI VERY. CONTRACTOR SHALL PROVIDE a LANDSCAPE ARCHITECT W I TH PHOTOGRAPHS AND SPEC I F I GAT I ONS OF w w ~ "• ,w • MATERIAL RECOMMENDED TO BE PURCHASED BY THE CONTRACTOR. a J(48 w w 37 ,,, ,w SUMMERS/MURPHY k PARTNERS, INC 00 " w ~ ~ LANDSCAPE ARCHITECTS Fs FOR ALL TREES ABOVE 3C BOX CONTRACTOR SHALL PROVIDE „ ., w w » 34197 COAST HIGFWAY, SUITE 200 o PHOTO OF EACH SPECIMEN. FOR ALL TREES / SHRUBS 24 BOX AND DANA POINT, CALIFORNIAAX (992629 r 10 a (15) UNDER, CONTRACTOR MAY SUBMIT A "REPRESENTATIVE" PHOTOGRAPH. ,. » " ,r "� • (949) ��- FAX (949) a43-1631 „ I G L LANDSCAPE ARCH I TEGT RESERVES THE RIGHT TO REJECT MATERIAL " ,. » s \ DELIVERY TO THE SITE NOT PREVIOUSLY APPROVED, OR NOT ,ems w '» w O -pNDSCgP�' ,~ " ��F,GM, Murph1, qpC, REPRESENTATIVE OF THE APPROVED PHOTOGRAPHS. r ALL PHOTOGRAPHS SHALL CONTAIN A PERSON OR MEASURE I NG POLE, m,e �� PA(10') AND FRAME THE ENTIRE TREE / SHRUB. SPEC.I F I CATI ONS SHALL , n ' »» »" 64~ Signature 7-31-08 ADDRESS GAL I PER HE I GTH WIDTH OF TREE SHRUB. " - a" w Renewal Date ,o o A 15) ONLY PLANTS WITH STRONG TRUNKS, GOOD BRANCH CONFIGURATION r u u •' " '° ~ �` _ ._ �. \ .. ~ ., sT Date P X \ AND INTACT LOWER BRANCHES W ILL BE ACCEPTED. ® PA(15') ® \ w " a These drawings and/or the O PA(10') - \ ALL PLANT MATERIAL SHALL MEET THE AMERICAN NURSERY H • ' " '° �° accompanying specifications STANDARD ANSI S00 AND AR I ZONA NURSERY I SA STANDARDS y 57 are the exclusive property of CH(3 ) u P P Summers/Murphy 8c Partners, w s_ PE(36) \ _' 11 ° ° Inc. and their use and publi— cation PA 15' REGARDLESS OF PREVIOUS LANDSCAPE ARCH I TEGT OR OWNER ~ ° ,. shall be restricted to the A ( ) \ o „ w s original site for which they -- - -- ® Fs APPROVALS; THE CITY OF PALM DESERT LANDSCAPE INSPECTOR AND „ were prepared. Re—use, repro— PA( 15') ° ' duction or publication by any w u (15) - - MANAGER RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT ` '• w ' method, in whole or part, is ® Z �� MATERIAL. prohibitedexcept by exc written �" permission from Summers ° CH(24) X P 0 � NOTE : KEY MAP Murphy & Partners, Inc. r PA 10' A(:� ) PG(48) ''" ' _ ALL INSTALLATION AND MA 1 NTENANCE SHALL MEET OR EXCEED THE �'o R�� N.T.S. Q ° ( ) ' CITY OF PALM DESERT'S IILOW WATER ORDINANCE " AND FOLLOW THE � MAINTENANCE SCHEDULE GUI DEL I NES ESTABL I SIDED IN THE CITY OF o� z P 6) I ° 0 Y ® PALM DESERT'S IIDESER T FLORA" MAINTENANCE GUIDE, CURRENT W , OO ® - EDITION. p FS �� , J l 0 O �° O LI(36) PE 36} SHRUB LEGEND: TOTAL PROJECT C H(3 6 Oho p 0 0 o Y oDO°�bo�0 �p ' W 00 �� o 000 o 00 000 o� C) SYMBOL DESCRIPTION SIZE OUANT I T`r WATER NEED SPACING °L rat , H- AGAVE AMERI CANA 15 GAL C LOW 0.2 C Q H J(48) ° o Cho ° moo° Y F CENTURY PLANT 5 GAL 31 LOW / MOD O 5 aaaaaa • 4' AGAVE GEM I N I FLORA . I o �, � ® c� c00 1 5} TWIN FLOWER AGAVE , X o° o° o° # AOAYE DESMETTIANA 15 GAL 4 LOW / MOD 0.5 4 z , k t I � _ CH � ��o o � AGA\/E ALOE DENSIS 5 GAL Iq L W 2 O O I p o o �` ALOE VERA i { 00 >. - P t ,�� :^, ,a � _.. ,, , t � � o BA I LEYA MULT I RAD I ATA 5 GAL 61 LOW 0.2LL 1 .5' CV) 16nd t —E DESERT MARIGOLD , ! J P. .t bpi ,E �- - ;-. s+:— �. r^afiµ—y ... l ; Y' I t i!S c`ti 3f` p 1€,.',Y£ ; � z$ yf➢,'cya` '�� mot! , /yam I I I I I co r T �< i t — f •i e t d� i' N I R P 5 GA BOUGAI �/ EA AS BERRY ICE t'y kt, ' < ,; LL L 18 ' k ,.E' £,' d ,, i`d ,'d ,I i MOD 0.5 y , t , ' tl t s 't t _ _ yy A n ,^ 00 y a Y/_ BOUGA I NV I EA LL 1 ' , ��" .r ,o- -} 'k i , i t, ,, + f Y ''t ' 'v ,• t 1 ji :' -• i , ¢ k. { i. .ice 1 yifl:"' !' Y „"v `' t' g r t 0.n S i f s 4 y A I I Q 4 j E _. f1 k M JOHN 5 GAL 4( M GALLiSTEMON �/IMINALIS LITTLE OD 0.5 6 co DWARF WEEPING BOTTLE BRUSH , ' H 1 i t S 3 d CEREUS PER VI ANUS U 15 C�,4 x-a L 11 OW 0.2 5 t I Z r rr' , , , a k y � ! r s, ., .�, i ,. t :t, !a ';• " i !i at� i'' E,=P t. r i,° ry@ , 1 1 , >_u Q PERUV I AN TORCH E• a } L ! H # E. ( it t {q r v s , , I , „ . . , ,-, _,� G I STUS PURPUREUS 5 GAL �3 MOD O 5 Z .. 1' . LL , , I { , - -, 18 1. I a , ;, _•'y p tl. _; _l't F i � '�,,.t�..1 „�.. ,P - . P �i 0 ' i i i' � � ROCK ROSE = W f • z FS . Z CH 36 '£° ` i` H 36 PA '£ " � V X PF 6 6) ( Z ( )'� Q ' 4 GOGGULUS LAUR I FOL I US 15 COAL C MOD 0.5 D < I 3 1 f.r I CO 0 0 , , t k - 1, lu E PARV OR a L A I S GAL 12 LOW 0.2 5 k SP R O RED YUGGA H i ! 1 -y '. ,. ""St s £ i ! t i "'4 ,: i , , ., r , Y , •.£J ;W'� :K+"'' t r 1 P _ ,f >kv t � k! „ �' nP `� � '� Ef, ,, : `� ,,£ `� . • I= d &. t � W z - , " g ' - r3`"- p w A Y IR N RI D S L L 5 GAL 15 LOW 0.2 5 I� CO tl 'fp S- . 'F g -tl ,, , , F , s P 4 - ' ¢£ • ,iP£ , '# I -@ .A. i o _/ ti DESERT SPOON ,,,., ..� Y I' k I' _/ i £ t t �' 3 1 3 1: 1 7 . t t �t I I t `� � I _ i r: ti W i r-a a '� I ��;� 3 I MO D O.5�' ANTANA GAMARA VAR N 5 GA�_ �-�' L S. EW GO D L L 6 N E c. xe / g ,, e .t NEW G ANTANA O � O D _i L L t { t 48 Y l t t •t t i a Ia 4, r ceR 8 J E3 _ "L � .y t z 3' �. ANT N NT I 3 ILL. A A MO EV DENSIS MOD 0.5 i � L 5 GA , t a s : , .. £ 7 £ e a :,e :'.r s: +.e , .: o , ,. t .... , ,t E_. �:. , It ,€ e' i. ,a Sr , :: n a i p: @3 :i .3.,., p x.. � tt , t. y- 1 : „� , , � : , , � PURPLE TRAILING LANTANA : a , 0 ,. .. ,,. , ,.. ,t - s 4 p ,.l; :,e € .,- h .. , .., 1 : >; i' S;it ' • 4 3 I. j 10L�_ : illy_ yz-.` .� .r=E�y"$'..� „ , < ,, . d NDU A ANGUST I FO I A 148 � � �,��, �-; ^, ' �, ��.� r�� Dodo • LAMA L L 5 6AL LOW 0.2 3 Z i �� 'I LAVENDER {x 'i 11, " - - LUM LAND I DUM 15 GAL 4 LOW / MOD 0.5 5 j,"L, + PHYL , J SAGE C� a UJ s ) 000 �, 00��o°C o �2 ROSMARI NUS OFF I G I NAL I S 5 GAL 34 MOD 0.5 6 �'A / \ Z Z o°o�o�o�o° �o� °c�o ° m o o ROSEMARY Q � W w • o O 000" ° 0°� 004 FS 6 U co y n , - -� ,_, • z 0`��o0°O`�`�O (15) ® THEVETIA PERUVIANA IS GAL 4 MOD O.5 14' co W J CC o Z ® FS ' o�.o° ooc YELLOW OLEANDER 0 Q $ CH 36 �� ._ o 0 o�o o CH(36} YUGGA BAGGATA I5 GAL I� LOW 0.2 Z a V LL Z ( ) 0 0 0 0 4 6 ® o � ® _ Y A . ... BANANA YUGGA J OZ cc� 0 r , IOUs' A s o o� V_ YUGGA ELATA 15 GAL 26 LOW 0.2 C' W Q Z o� �� Y SOAP-TREE YUGGA � W Q Z o�O oDO� I Q O �ZXRCCI ZENNIA GRANDIFLORA 5 GAL 102 LOW 0.2 I.5 Lo0p�b , (15},; Y J(48PRAIRIE ZINNIA � 1 i C O PA(10 ) J J J Q 0 'W (L Z CH 24) Z X - z PA(10') '> �R � 0 V 0 m W These plans have been reviewed by the Coachella Valley Water District in accordance Q oo - A T E R with Water Code Title 7 Division 1 Chapter 3 Article 10.8 Section 65597 et se . De = — W Fs PA(15 ) S`I'MBO DENOTES TREE LOCATION � p q o i 5} PA(10') REFER O TREE � VINE PLANTING requiring efficient landscape and irrigation design in cooperation with the local o governing agency (City or Count "Approval of this drawing b CVWD staff does not - PL�- N FOR MORE INFORMATION. i c g g g Y � Y y)� PP g Y s T R SHEET DESCRIPTION - - i constitute approval to encroach into district and USBR Rights-of-Way. Trees plants, pp g Y� � p , PA(15') - , I walls, and permanent structure of any kind may not be planted or installed in CVWD SHRUB and USBR easements or right-of-way without first obtaining an encroachment permit PLANTING F from CVWD. PLAN (15) .____ OR ® PA(10') ADDITIONAL PLANT MATERJAL NOTE : DATE WATER MANAGEMENT SUPERVISOR DESIGNED J.L. AT TIME OF I NSTALLAT-4 OBI ADDITIONAL PLANT-- I I DRAWN (48 _ MATERIAL / ACCl�1`S MAY BE PERMITTED TO G/TY O� PALM 175RT SI=EC TION SCHEDULE NOTE J.L. • ° BE ADDED -fHE DIRECTION OF TIME I � CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR CHECKED F.M. REFER TO THE TITLE SHEET FOR THE G I TY OF LANDSGA E ARC,,H I TEGT AND W I T# THE I I ALM DESERT'5 INSPECTION SCHEDULE. DATA X oo APPROVAL OF THE C 1 TY OF PALM DESERT I jo No. NDSGAPE MANAOER. ierr►.C�.F.Entr CAD FILE / „ - , REMEMSHRUB 0 / CONTRACTOR TO INCLUDE 100-5 GALLON SD �— �"� NDMENT MOTE Sal- - 0 SHEET NUMBER PENSTEMON SPECIES IN THE BID. ONLY THOSE AT THEGO CLU5 ON OF ROUGH GRADING, AN AGRONOMIC SOILS ANALYSIS SHALL BE PREP, RED BY T E OWNER AND FURN I SHED TO THE G I TY OF PALM DESERT FOR THEIR REVIEW 17° ADDITIONAL PLANTS APPROVED TO BE AND APPR VAL. THE INSTALLING CONTRACTOR SHALL INSTALL ONLY THOSE SOIL QQ o� INSTALLED MAY BE INSTALLED. FINAL AMENL�MENl>5 AN FERTILIZERS AS APPROVED BY THE CITY OF PALM DESERT LANDSCAPE OI 1O1 I NORTH � 20 30 40 r I I I I ► ■■ I I I I I I OIJANTITIES AND SPECIES WILL BE IDENTIFIED MANA�ER. I rq LIMIT OF l�!�IORK REFER Tp 6E AL17 Of55 ^ ^� G P L DSGAPE PLANS. I OF 2 PRIOR TO INSTALLATION. 1 • 1 q1 _ In , 1r IN 110 1 1u • IN Ir q1 IN , NOTE N r „ r 111 Ir • r n r N •r 11, 1N N N 31 N N 11• IT REFER TO SHEET L— 16 FOR v r r 11, Is SUMMERSNURPHY A PARTNERS, INC 11 m In LANDSCAPE ARCHITECTS ADDITION NOTES ABOUT v r 34197 COAST HIGHWAY, SUITE 2W '" DANA POINT, CALIFORNIA 92629 PLANT SELECTIONIn AND SOIL " In "' wl (%9) "3-U46 FAX (%9) "34631 m r r IN In W I I AMENDMENTS. 11 r In 'N N O i I I I I I / , ,. 1, r '• 1v In IN 1" �O \-PNMU cq rF r o( ) J _ _ _ — J — — — — — — — — — — — — — — — — � I I I / G M� P h y �o f N q L — - - ADDITIONAL PLANT MATERIAL NOTE . ss r N ,e " l 21" IW w — AT TIME OF INSTALLATION ADDITIONAL PLANT W 1 r w o �I '0 N Signature 1S ® ® ® x I MATERIAL / ACCENTS MAY BE PERMITTED TO _ •, ,m 7-31-08 Renewal i � � r enewa Date 15) LI(36) PE 36) {--- E C T 10 N O F T H ., " "« " '° .,Y X PE(36) ' -, • _�/_.. • LQ {E#{-- }E {}} a u N i N 11 LPT Date P /` B16 ADDED AT THE �1 R r C) PV X X AS 24 I W 1 TH THE n _ •= qTF of �A��F°�� 11 o ......., � L `� • 6) • ---- 4 7 ® _ DO '-'- l9fU G V ':' ��- nA/iS(24) � A • I ¢ � �... LANDSCAPE ARCH I TEGT AND (46) — — — — — �, Z A _ , (15),' - — — _V Y OF PALM DESERT Z � � APPROVAL OF THE C I T ' ' N These drawl and/or the X I r LANDSCAPE MANAGER. " u N accompanying specifications p G z cH — - _ _ _ . « " " • • are the exclusive property of Z Q A - n • } y — _ 4' Summers/Murphy & Partners, — _, ,. „ Inc. and their use and publi— cation— — - CONTRACTOR TO INCLUDE 100-5 GALLON m ,= u S' " r t6 cation shall it restricted to the —_ — REMBRA PARKWAY ,• — o PENSTEMON SPECIES IN THE B 1 D. ONLY THOSE 9 m m original site for which they --- _ � were prepared. Re—use, repro— ADDITIONAL ,. __-----" duction or publication by any � T APPROVED TO BE „PANS ADD I T I OVAL L w ,• " _. " m method, in whole or part, is INSTALLED MAY BE INSTALLED. FINAL prohibited except by written 1 Ti[B�ND — 4 permission from Summers RE P / , - - _ B IDENTIFIED — s, WILL E u & Partners, Inc. M ar er z 36 vealzoN , _ 4 ) vnuLr PE 36 ® ® — KEY M A P i s ( ( ) —� Q® s sc> 24) - PF(36} 'FS ' H ' 0 � ,L6.T 'AF" ` U 1 — N.T.S. � �— PRIOR TO INSTALLATION. ti ,� AP e •, FS c CV( Ili ..: • _ , R GL w Y " I TOTAL PROJECT Z a A �. S RUB LEGEND P ; (15- T SYMBOL DESCRIPTION I PT I ON SIZE QUANTITY WATER NEED SPAC I NO ^ - I f z i I SYMBOL DENOTES TREE LOCATION A — A&AVE AMERICANA 15 GAL 6 LOW 0.2 �' Z I REFER TO TREE � VINE PLANTING I I I z CENTUR`r PLANT p I PLAN FOR MORE INFORMATION. I I I „ O 6 C <\ I I I I I i A&A�E &EM I N I FLORA 5 GAL 51 LOW / MOD 0.5 4 . A (15) f' \ ` ` I w � I I I I ® TWIN FLOWER AGAPE CH(36) — — �� ' \ I I T I I I I A&AVE DESMETTI ANA 15 GAL 4 LOW / MOD O.5 4' ,,,, ^ ,e I— `� I � 1 I 1 AGAVE: ,(46 ALOE BARBADE=NS I S 5 GAL I q LOW 0.2 4 VERA)—ALOEaaaaaa BA I LE`rA MULTI RAD I ATA 5 GAL 61 LOW 0.2 1 .5' DESERT MARIGOLD o$ BOU&A I NV I LLEA "RASPBERR`r ICE" 5 GAL 18 MOD 0.5 8' BOU&A I NVI LLEA GALL I STEMON V I M I NAL I S 'LITTLE JOHN' 5 GAL 46 MOD 0.5 6' 00 DWARF WEEPING BOTTLE BRUSH co CEREUS PERUVIANUS 15 GAL II LOW 0.2 5' M Q - PERUV I AN TORCH 00 _ CO C I STUS PURPUREUS 5 GAL 65 MOD 0.5 5' to Q ROCK ROSE Cn O a. COCCULUS LAURI FOL I US 15 SAL 6 MOD 0.5 10, W - �— LAUREL LEAF SNAIL SEED E UQ X HESPERALOE PARVIFLORA 15 GAL 12 LOW 0.2 5' O O H RED YUGGA = W IL O DAS1'LIRON WHEELERI 15 SAL 15 LOW 0.2 5' > J V DESERT SPOON Q CCU o _ O LANTANA CAMARA VARS. 'NEW SOLD' 5 GAL 51 MOD 0.5 6' O CO Z 0 X' , NEW SOLD LANTANA CC Z QO W �'oF r `� ,' LANTANA MONTEV I DENS I S 5 GAL 5 MOD 0.5 8' W Q 0 cb ., / q ; X I � i � _ _ _ ` / / �\ �\ � �� / PURPLE TRA I L I NO LANTANA W O � .-. Z _ ` ` // // —� \ ,' / / • LAVANDULA AN&UST I FOL I A 5 GAL 148 LOW 0.2 3' Z ti W to O N < LA\/ENDER O � 0) _ 10 \ \ / / ' I A 4 LOW / MOD 0.5 5' —N_ PAWAY _ AS(2a \ / 1 LEUGOPHYLLUM LAND 1 DUM 5 SAL SAGE ROSMAR I NUS OFF I G I NAL I S 5 SAL 54 MOD 0.5 6' 0) — MB (15)..` / / / - 4 RN�T p� '�-��.(,$)z A v v v / / / ROSEMARY WA � c // / THEVETIA PERUVIANA 15 SAL 4 MOD 0.5 14' 0. YELLOW OLEANDER �. • 14 1 '�\_ G YUGGA BAGGATA 15 SAL W Q c 16 LOW 0.2 6 Z Z / BANANA YUGGA Q C W o z �b co O YUGGA ELATA 15 GAL 26 LOW 0.2 6' V v l \ / SOAP-TREE YUGGA W J Cr. CH(24) / Q O Z' cv(36} Y / / a CC ZENN I A &RAND I FLORA 5 GAL 102 LOW 0.2 1 .5 Z Q (> IL Z PRAIRIE ZINNIA Q Z H o I \ / I I I I I I LT \. \ \ R / J 0cr I 4) �`�j&R� Q o / 2 W Q � I 1 s", � � CO I I I I I Y PE(36) \ pqk OO _ / �� W CL z �9Y / ,w / O (� �°�(24) a \ / 4� F PALM VE5ERT U � a, �\ / GI TY O L W � � °tf INSPECTION 5CHEOULE NOTE J O J �- J � ao CC, v REFER TO THE TITLE SHEET FOR THE CITY OF Q 11 I� Z \ PALM DESERT'S INSPECTION SCHEDULE. I I0 CC — 1 � / l � ' Z LU O = W i F • These plans have been reviewed by the Coachella Valley Water District in accordance oc U -� v / � �� CV( � R Ir with Water Code Title 7 Division 1 Chaer nccooperationle tw th the local ion 65597 et seq. SYMBOL DENOTES TREE LOCATION / �� \ requiring efficient landscape and irrigationdesign ? `� dol 3D� — , // / REFER TO TREE V I NE PLANTING �� ' / °w j dT A�� o , s T R governing agency (City or County). "Approval of this drawing by CVWD staff does not SHEET DESCRIPTION // / — // PLAN FOR MORE: INFORMATION. // / / ,q� // � \ kwgY constitute approval to encroach into district and USBR Rights-of--Way. Trees, plants, SHRUB dpl of / ��~ / // / walls, and permanent structure of any kind may not be planted or installed in CVWD and USBR easements or right-of-way without first obtaining an encroachment permit PLANTING from CVWD. PLAN LI(36� Z'® DATE WATER MANAGEMENT SUPERVISOR DESIGNED J.L. DRAWN J.L. CHECKED P M CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR DATE 8-21-06 JOA NO. REMEMSHRUB NOTE : SCALE : I �� = 20 SHEET NUMBER ALL INSTALLATION AND MAINTENANCE SHALL MEET OR EXCEED THE NECE•{ ° D G I T`I' OF PALM DESERT'S "LOW WATER ORDINANCE " AND FOLLOW THE 7 C. E 11�1 MAINTENANCE SCHEDULE � OU I DEL I NES ESTABLISHED IN THE CITY OF N O RT H PALM DESERTS DESERT FLORA MAINTENANCE OU I DE, CURRENT o� 20� 40� 60� 80� ` "ET EDITION. OF 21 SHEETS � NOTE : z _ ° 11. In / / \ � `\ " REFER TO SHEET L- 1 C FOR ADDITION NOTES ABOUT PLANT SELECTION AND SOIL AMENDMENTS. 31 n "° 11„7 SUMMERS/MURPHY � PARTNERS INC. n y " " y LANDSCAPE ARCHITECTS 14 DANA POINT, CALIFORNIA 92629 NOTE : » " 34197 COAST HIGHWAY, SUITE 200 \ / \ ALL INSTALLATION AND MAINTENANCE SHALL MEET OR EXCEED THE " " " '" „. •' (�49) +��- FAX (949) 443-1631 a 10 C 1 TY OF PALM DESERTS "LOW WATER ORDINANCE " AND FOLLOW THE 1. 1. 17 4 In Is It, » MAINTENANCE SCHEDULE $ GUI DEL I NES ESTABL I SHED IN THE C 1 TY OF �-°•� '" In » �o \'PNDSCq °F ,n F ti 11 11 �� G4. Murphy \ / \ PALM DESERTS DESERT FLORA MAINTENANCE OU I DE CURRENT » CV( . \\ // / \\ \ EDITION. ,» W t? 37 Signature m „ >o ,m 7-31-08 N» A CH ADDITIONAL PLANT MATERIAL NOTE : " " »° Renewal Date 00 \\ AT TIME OF INSTALLATION ADDITIONAL PLANT sTgT Date ��\P MATERIAL / ACCENTS MAY BE PERMITTED TO z �o vv BE ADDED AT THE DIRECTION OF THE ° " These drawings and/or the \ accompanying specifications // \� \ LANDSCAPE ARC C W I HITET AND TH THE v n " » » y / \ ° " " ° ° ° are the exclusive property of / CH(24 TREE LOCATION\\ \\ APPROVAL OF THE CITY OF PALM DESERT M u » " • Summers/Murphy & Partners, / SYMBOL DENOTES T � Inc. and their use and ubli— / REFER TO TREE $ \/INE PLANTING ` \\ LANDSCAPE MANAGER. cation shall be restricted to the ° " " original site for which they f � \ PLAN FOR MORE INFORMATION. ` \ 5>_ cH(24> � �., \ " were prepared. Re—use, repro— / duction or publication by any GONTRAGTOfR TO I NGLUDE 100-5 OALLON method, in whole or part, is c: / \\ (15 Fs % \\� ` PENSTEMON SPECIES IN THE BID. ONLY THOSE prohibited except by written 15 5) r \ � permission from Summers/ ', \ \ �`� ADDITIONAL PLANTS APPROVED TO BE KEY MAP Murphy & Partners, Inc. PE(24) /j f y \ —\.�15 \\ \ / \ (15>''Q ` INSTALLED MAY BE INSTALLED. FINAL ��R � N.T.S. \ \ QUANTITIES AND SPECIES WILL BE IDENTIFIED PRIOR TO INSTALLATION. TOL AS(24) A \ cH(2a) \ SHRUB LEGEND: TOTAL PROJECT X c15, DESCRIPTION SIZE QUANTITY WATER NEED 5PAG I N& AGAVE AMERI CANA 15 GAL 6 LOW 0.2 u(3 CENTURY PLANT W cG FAO ' A�� ♦♦ AGAVE GEM I N I FLORA 5 GAL 31 LOW t-IOD 0.5 4 W f _ ♦ TWIN FLOWER AGAVE \ \ Q CH 24 / AGAPE: DESME:TTIANA 15 GAL 4 LOW / MOD 0.5 4' �o ♦ . AGAPE: \ � <j<<aaa \ / � w ♦ I x \� 4v 0 ♦ / ALOE BARBADENS I S 5 GAL I LOW 0.2 4 �/* / ALOE v/ERA \ a \ ♦ / // BA I LE`I'A MULTI RAD I ATA 5 GAL 61 LOW 0.2 1 .5' \ \ \ / / DESERT MARIGOLD / // `\ - " ` i/ \ // / / BOUGAINVILLEA "RASPBERRY ICE" 5 GAL 18 MOD 0.5 8' 00 />\ BOUGAINVILLEA O0 0 Iz M > // \ \\ `\ GALL I STEMON \/I M I NAL 15 'LITTLE JOHN' 5 GAL 46 MOD 0.5 6' Q DWARF WEEPING BOTTLE BRUSH 00 00 GEREUS PERU\/IANUS 15 &AL 11\\ / \ \ i i / c�♦4�� \ LOW 0.2 RL PERU\/IAN TORCH 0 ` � ' 51 0. ROCK ROSE �Q— � Z Q COCCULUS LAURI FOL I US 15 GAL C MOD 0.5 10' Cr \ , / �L LAUREL LEAF SNAIL SEED O Z = W — O H�ESPERALOE PAR\/IFLORA 15 GAL I2 LOW 0.2 5' Q � fi Q U ED YUGGA cc V ` 5 1 0 - O // DAS`t'L I RON WHEELER I 15 &AL 15 LOW 0.2 O Z 0 \ / �� DESERT SPOON FS \\ \� / LANTANA CAMARA VARS. 'NEW &OLD' 5 GAL 31 MOD 0.5 6' W Z O ` -P // NEW GOLD LANTANA Q tD 0 � 4 \ (� I °U Z O Q .-. \ LANTANA MONTE\/I DENS I S 5 GAL 3 MOD 0.5 8 Z r \\ \ PURPLE TRAIL 1 NG LANTANA � O CID J N F_ LAVANDULA AN&UST I FOL I A 5 &AL 14 O 0. CID � �5 LOW 0.2 3 LAVENDER FS \ / LEUGOPHYLLUM CANDIDUM 15 GAL 4 LOW / MOD 0.5 5' SAGE Z L ' • \ �� ;- e \ // , U5 OFF I G I NAL 15 5 &AL 34 MOD 0.5 61 X R05MAR I N J v // ROSEMARY d. Y \ / THEVET I A PERU\/I ANA 15 GAL 4 MOD 0.5 14' W <C H o As(2 An .� YELLOW OLEANDER Z Z \ \ \ \ W A• YUGGA BACCATA 15 GAL 16 LOW 0.2 6' V OLL p � v BANANA YUCCA C0 W J CC BOO ` cv(3s SYMBOL DENOTES TREE LOCATION YUGGA ELATA 15 GAL 26 LOW 0.2 �' Y Z avLL x CV( ) REFER TO TREE VINE PLANTIN& SOAP EE YUGGA Q Z 15 PLAN FOR MORE INFORMATION. ZENN I A GRAND I FLORA 5 GAL 102 LOW 0.2 1 .5' J O � J A PE(24) 4 \ to PRAIRIE ZINNIA 2 W (� PE(24 l —� Cl) z W W C� O Z.. AS 4) � U X C 6 \!\T LU I od v o Jo _ � o Q d' CLz `..05 M U Z v : O v 4) / p OC y / \ CH(24) \ \ S / LLJ U \ Z ZThese plans have been reviewed by the Coachella Valley Water District in accordance 0 X. W/ A T E R with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. / `\ 'ns(24) \ / / / requiring efficient landscape and irrigation design in cooperation with the local / ° , s r R 1\ governing agency (City or County). "Approval of this drawing by CVWD staff does not SHEET DESCRIPTION FS', PEc 4) \ constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, / / walls, and permanent structure of any kind may not be planted or installed in CVWD SHRUB LI / and USBR easements or right-of-way without first obtaining an encroachment permit PLANTING from CVWD. PLAN / \ • FS � \ V""0 DESIGNED / / \ 4) y DATE J.L. CD / / \\ \\ _ / / WATER MANAGEMENT SUPERVISOR / / \ � ,, \ / DRAWN z ♦ CHECKED \ T CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR P.M. / / v v ♦ DATE 00 X ♦ \ 106 NO. em.G.F.Entr CAD FILE \</ REMEM / , J >/ �� / \ �•!�`�o � \ ► �� i � SHRUB SCALE : 1 20 SHEET NUMBER G/TY OF �.4LM I7�5FRT I N5t EG T/ON 5GHEDULE NOTE REFER TO THE TITLE SHEET FOR THE CITY OF ,,,,,, PALM DESERT'S INSPECTION SCHEDULE. •0V C 6 Tj 20' 40' ao' NORTH �J1 86: •� G� et,c 1� arc r„~Fr ..T-11 J, (' OF 21 SHEETS ;. O J PREVAILING0§�� 1. 'CINCH-TIC' BY V.I.T. CO. m 12" 12" (61q) 6-73-1760 2 ° WIND 2. LODGCPOLE PINE STAKE PLAN x 12' LONG FOR WIDTH VARIES Q ' ALL TREES, GUT-OFF SUMMERS/MURPHY dt PARTNERS, INC SEE CONSTRUCTION PLAN EXCESS STAKE TO MINIMIZE LANDSCAPE ARCHITECTS DAMAGE TO TREE. 34197 COAST HIGHWAY, SUITE 200 I L 3 DANA POINT, CALIFORNIA 92629 J � (949) 443-1446 FAX (949) 443.1631 3, 2 COMPACTED LAYER DECOMPOSED GRANITE. 2 - REFER TO TREE PLANTING 1SCjP 4 I PLAN FOR SPECIFICATION. �F,� `M Mur l?_, -1 -I I TOP OF ROOT GROWN TO \`�'`\G,��' Ph tio��y,� III 5 BE AT FINAL GRADE. �, w y w ao 2 4. FINAL GRADE Signature 7-31-08 5. 100% NATIVE BAGKFILL Renewal Date =- I I III III III I - 6 4 6. PLANT PIT EXEGA�/ATION �FQFCAL\F��\P -7. ROOTBALL the -1 I =T11-_ -_-III- I I-III-I I I i I-I i I-III-III- I I-III; III `1 5 8. UNDISTURBED NATIVE These drawings and/or -_ _= I I=1 I I=III I=I = 11 11 I I=1 I -i 1= I III I 3 X DIAMETER SUBGRADE. accompanying specifications III- III - - - - - OF ROOT BALL 6 are the exclusive property of -1 I - III-III III-III- Summers/Murphy & Partners, Inc. and their use and publi- 4 �I cation shall be restricted to the I. SHRUB- REFER TO PLAN FOR TYPE LOCATION X// I I I-- I , NOTE: original site for which they 2. 2" LAYER OF COMPACTED DECOMPOSED GRANITE- I=I - MIN. TWO TIES (TOP $ BOTTOM) were prepared. Re-use, repro- 3 REFER TO TREE PLANTING PLAN FOR SPECIFICATION. REQUIRED. methducti n or publication a any _ I I0 method, in whole or part, is SGfiION TOP OF ROOT GROWN TO BE AT FINAL GRADE. _I I I _ WRAP STAKE TO FORM prohibited except by written NOT TO SCALE 3. FINAL GRADE III __ FIGURE EIGHT. NAIL W/ (I) permission from Summers/ Murphy & Partners, Inc. '-I I I=1 =1 Fm I I III- &AL\/. NAIL THROU&H EACH 4. 100% NATIVE BAGKFILL I I- - 8 TIE INTO POLE. I. LANDSCAPE BOULDER, TYP. (SEE 3. COMPACTED SUBGRADE 5. PLANT PIT EXCAVATIONFINISH SCHEDULE) 4 REFER TO GRADING PLAN 6. ROOTBALL 3 X D I AMETEK 2. DECORATIVE ROCK FOR DRAIN LOCATIONS 7. UNDISTURBED NATIVE SUBGRADE OF ROOT BALL (SEE FINISH SCHEDULE) ALL PLANT INSTALLATION SHALL MEET THE ALL PLANT INSTALLATION SHALL MEET THE G I TY OF PALM DESERT'S CURRENT INSTALLATION CITY OF PALM DESERT'S CURRENT INSTALLATION AND MAINTENANCE GUI DEL I NES. zz AND MAINTENANCE GUIDELINES. TREE 5TAKIN:O Y STREAM5EE;� K TH E30ULDER 4 SHRUE3 FLANT I NO W o W z Q } I NOTES: r aaaaaa ALL PALM TREES ARE TO BE o ROW 3 O O "BARE ROOT" AND MEET I p po 2 THE MINIMUM BROWN TRUNK Q 6) SPECIFICATION AS O - O 3 INDICATED ON PLAN. 00 >. ro 2 2 O � ROW M � I. 2" LAYER OF COMPACTED M Q w w DECOMPOSED GRANITE- REFER m ROW I 0 o o = TO TREE PLAN FOR SPECIFICATION 00 = cv _ LA 1 j 4 X 2. TOP OF ROOTBALL TO BE 0 a d IL I AT SAME ELEVATION AS (n z DUG FROM FIELD. W m W l=III -III=1 115 � < 2 5. ROOT BALL O 01. 5/5" STAINLESS STEEL EYE SCREW IN 3 � Z ;III=III=1 I 1=III=III=1 I LIF:F,III LEAD SHIELDS ,� 4. FINAL GRADE W U -III-1 I ITI I ITI I ITI I I-1 I I . . � W Q 2. 12 GA. GALVANIZED WIRE. SECURE VINE 4 3 TO WIRE WITH NURSERYMAN'S TAPE � 5. NATIVE SAND BAGKFILL (n � V O SECTION 3. FUTURE EYE SCREWS00 6. UNDESTURBED NATIVE SUBGRADE O C O 0)_ �W W ~ o zCO 4. ANGLE BACK TRUNK OF VINE TO WALL _I I L Q co CO AND REMOVE STAKE, SECURE TO WIRE I I=I I III=III= `�' z 0 Q ^ I. LANDSCAPE BOULDER - 5. MASONRY WALL I I I; 3 O co J CM REFER TO FINISH SCHEDULE I-�I I =1 I =I =1 I I=�I T 6 O CO `,► NOTE: OWS I AND 2. III III=III=III=1 I I , 2. FINAL GRADE FOR 5 GALLON VINE, INSTALL R I -ITI- -I TI I I- co SUBGRADE FOR 15 GALLON VINE, INSTALL ROWS I, 2, AND 3. 3. COMPACTED 3 X DIAMETER Z THIS DETAIL PERTAINS TO ALL FENCE/MASONRY WALLS NOT BUILDING WALLS. VINES AT BUILDING WALLS TO OF ROOT BALL Q BE ATTACHED TO WOOD TRELLIS. ALL PLANT INSTALLATION SHALL MEET THE CITY OF PALM DESERT'S CURRENT INSTALLATION ***ALL VINES TO BE STAKED*** AND MAINTENANCE GUIDELINES. 0. zz � W ATTA�H�MENT FALL FLANT I NO V a UL o IN LAN�SCAFE I C0 W :3 cc II o O z ac, LL Z _ 8 J 0 it -j i � � Q � W U s LU015 J O _j I.- J � QO I,III= V UOoC LEI =III=1 I I-I o = cc W CITY OF PALM 1755ER7 SHEET DESCRIPTION IN51=EC710N 3CHEOUL1= NOTE 5 X DIAMETER REFER TO THE TITLE SHEET FOR THE CITY OF OF ROOT BALL PALM DESERT'S INSPECTION SCHEDULE. PLANTING DETAILS I. TREE OR SHRUB - REFER TO PLAN FOR TYPE LOCATION 2. 2" LAYER OF COMPACTED DECOMPOSED GRANITE- REFER TO TREE PLANTING PLAN FOR SPECIFICATION. DESIGNED JL TOP OF ROOT BALL TO BE AT FINAL GRADE. A T � These plans have been reviewed by the Coachella Valley Water District in accordance 3. FINAL GRADE R with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 6559"7 et seq. DRAWN JL 4. loo�o NATIVE BAGKFILL requiring efficient landscape and irrigation design in cooperation with the llocal CHECKED o , s r R governing agency (City or County). "Approval of this drawing by CVWD staff does not PM 5. PLAN PIT EXCAVATION 6. ROOTBALL constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, DATE -7. UNDISTURBED NATIVE 5UBGRADE walls, and permanent structure of any kind may not be planted or installed in CVWD NO. I-06 S. EXISTING SLOPE and USBR easements or right-of-way without first obtaining an encroachmient permit JOB-NO. G F.Entr from CVWD. ALL PLANT INSTALLATION SHALL MEET THE CAD FILE PLAD�fi REEM M CITY OF PALM DE5ERT'5 CURRENT INSTALLATION DATE WATER MANAGEMENT SUPERVISOR SHEET NUMBER AND MAINTENANCE GUIDELINES. P, f ED CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR OF FLANT I NO ON SLOFE j 121 `OCT 3 0 zoos II. GENERAL NOTES 1. GENERAL S 1 TE PLANNING AT THE CONCLUSION OF ROUGH 6RADIN&, AN AGRONOMIC SOILS ANALY515 SHALL BE A. Glean—Up SUMMERS/MURPHY At PARTNERS, INC PREPARED BY THE OWNER AND FURNISHED TO THE CITY OF PALM DESERT FOR THEIR REVIEW LANDSCAPE ARCHITECTS AND APPROVAL. THE IN5TALLIN& CONTRACTOR SHALL INSTALL ONLY TH05E SOIL 34197 COAST HIGHWAY, SUITE 200 AMENDMENTS AND FERTILIZER5 AS APPROVED BY THE CITY OF PALM DESERT LANDSCAPE 1. After all installation operations have been completed, remove all DANA POINT, CAUFORNIA 92629 SPECIALIST. rubbish, excess soil, empty plant containers and trash from the site daily. (949) 443-1446 FAX (949) 443.1631 All scars, ruts or other marks in the area caused by this work shall be A. Weed Control for planting Areas (Except Slopes) repaired and the round left in a neat order) condition. Leave site in L p g y vs N C I. Remove all existing weeds from site. broom-clean condition at the end of each working day. Sweep all ��o M, MurphP41.1 paved areas, including walks and patios, upon completion of all work. �J_ y �.o��y 2. Install irrigation. e a1-1 °� Signature 5. A State of California Licensed pest control applicator shall a I Systemic B. Maintenance 7-wal D p pp pp � y * Renewal Date � weed killer to all proposed planting areas per manufacturer's specifications. I. The Contractor shall maintain during installation a sufficient number of OrDate D��\P workers and adequate equipment to perform the work herein specified. all maintenance work shall meet or exceed the the City of Palm Desert's These drawings and/or the "Low water ordinance"; and follow the maintenance schedule 4 guidelines accompanying specifications established in the City of Palm Desert's "Desert Flora" are the exclusive property of Maintenance Guide current edition. Summers/Murphy & Partners, B. Soil Preparation $ Finish Gradln Inc. and their use and publi— cation 9 p cation shall be restricted to the I. Rough grade: Site to be received by Landscape Contractor to within original site for which they were prepared. Re—use, repro- 1/10 foot plus or minus by owner based upon Civil Engineer's grading plan. duction or publication by any 2. After all work has been completed, inspected and accepted, all areas method, in whole or part, is 2. Finish grade: Finish grading to consist of grading, raking and hand work will be maintained for a period of ninety MO) calendar days or as long prohibited except by written as is necessary to establish thriving trees, vines $ shrubs. permission from Summers/ necessary to achieve desired contour and flow line patterns, based y 9 Murphy & Partners, Inc. upon Civil Engineer's plans, resulting in evenly finished surfaces free of debris and litter. 3. Keep all areas weed-free, adequately watered, and neat 3. Shope mounds as shown on the tree planting plans. for the ninety' MC) day period. Remove all debris from site and keep p p g p the entire site broom-clean. Contractor to import soil necessary to attain design grades and berms. All import soil shall be free of weeds, debris, and shall be 4. Damage to any planted area shall be repaired immediately. Depressions similar to existing site soils in texture, type and chemical analysis. caused by vehicles or foot traffic Shall be filled with topsoil, leveled Finish grading shall be free of depressions or high spots, to provide and replanted. Exterminate gophers, moles and repair damage. smooth and even surfaces for proper drainage. Final grade shall be Decomposed granite shall be replaced as needed. O I" below walk/top of curb. Remove from the site all stones over 2" in — size. Ln — 4. To dress all shrub areas with a 2 " la of compacted decomposed granite. 5. The project shall be so cared for that a neat, clean condition will be Refer to the "Tree Planting Plans" for ma gterial specification. p presented at all times to the satisfaction of the Owner and Landscape Architect. The Landscape Contractor shall be expected to make a Q minimum of one weekly visit for maintenance purposes. 0 C. Planting 6. The Contractor shall request a final site visit seven (1) days prior to the end of the maintenance period. This request shall be written and Plant trees, vines and shrubs as called for where indicated on directed to the Owner and the Landscape Architect. Upon written Planting Plans and as detailed on Planting Detail sheet. acceptance of the project, the Contractor shall be relieved of any further maintenance. Plant substitutions are not permitted. Any modif ication or substitution OD >. to these plans shall be approved by the City of Palm Desert prior to execution. co M Q Stake only those trees needed as detailed on Planting Detail Sheet. OD _ C. Guarantee 0 Q All plant installations shall be guaranteed to live and grow to a period of (n O (- ninety MC) days after installation and acceptance by the Owner. Trees shall be guaranteed for one year. Any material that fails to grow Z C) through the specified maintenance and guarantee period shall be replaced C by the Contractor at no cost to the Owner. o O Z = W — O > Q D. Plant Purchases U Q � U � � o _ o ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE D. Observation Q C Z 0) Z o cp ARCHITECT PRIOR TO DELIVERY. CONTRACTOR SHALL PROVIDE I. Observation visits Specified herein shall be made b the Landsca e cc W � 1 LANDSCAPE ARCHITECT WITH PHOTOGRAPHS AND SPECIFICATIONS Architect or his representative. The Contractor shall re uest p W Z 0 OF MATERIAL RECOMMENDED TO BE PURCHASED BY THE p q a 0 Q 't observation at least two 2 w r( ) o kIn days in advance of the time that the � Q CO) CONTRACTOR. FOR ALL TREES ABOVE 36 BOX, CONTRACTOR g y SHALL PROVIDE PHOTO OF EACH SPECIMEN. FOR ALL TREES / observation is requested. Z LLJ Z W t�A SHRUBS 24" BOX AND UNDER, CONTRACTOR MAY SUBMIT A 3 O to J N O "REPRESENTATIVE" PHOTOGRAPH. LANDSCAPE ARCHITECT 2. Observation visits are suggested for the following parts of the work: O 0. 0 a ..► RESERVES THE RIGHT TO REJECT MATERIAL DELIVERY TO THE SITE a. Upon Completion of grading and soil conditioning prior to planting. NOT PREVIOUSLY APPROVED, OR NOT REPRESENTATIVE OF THE p p g g g p p g' APPROVED PHOTOGRAPHS. b. When trees are spotted for planting, but before planting holes are C0 REGARDLESSexcavated. Z OF PREVIOUS LANDSCAPE ARCHITECT OR OWNER Z APPROVALS; THE CITY OF PALM DESERT LANDSCAPE INSPECTOR c. Written acceptance of the project to release the Contractor from J RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT MATERIAL. further maintenance shall occur after Final Observation with the Owner 0. or his representative at the end of the maintenance period. W Q Z �U va o W Q o E. Plant Deliveries E. Verification of Dimensions co W J Cr 0 � Q o I. All scaled dimensions are approximate. Before proceeding with any work, Z Q V LL I. The contractor shall coordinate plant deliveries with the Landscape Q Z �" Architect. The contractor shall provide minimum � the Contractor shall carefully check and verify all dimensions and p2 hour advance notice of quantities, and shall immediately notify the Landscape Architect of any J o ix J plant deliveries permitting Landscape Architect ample time to also notify d anciscre between the drawin sand/or Specifications and actual W Q the City of Palm Desert landscape inspector of plant delivery dates and p y g times. conditions. No work shall be done in any area where there is such a 0 O Wdiscre discrepancy until approval for same has been given by the Landscape 0W 0 2. The landscape contractor is obligated ated to insure lonts loaded on delivery iver Architect. p g p y W � od trucks prior to site delivery are those plants previously approved by the J O J ♦— Landscape Architect and the City of Palm Desert Landscape Inspector. F. Utilities J O Q Q CL r- Z 3. An plants that are not those previously approved, or those that do not I. The Contractor shall be responsible for verifying the location of all ¢ CO LL Q y p p y pp p y 9 (� meet the minimum specifications established though the photograph and underground utility lines prior to any construction, so that proper U o m Specification submittal process shall not be loaded and delivered to the precautions may be taken not to damage such Imes and plant locations, W �Ob site. promptly notify the Landscape Architect who will arrange for relocations O 3: — W of one or the other. Failure to follow this procedure places upon the () 4. Any plants damaged during loading transportation or off loading shall be Contractor the responsibility for, at his own expense, making any and all replaced. Damage is defined and may include but is not limited to trunk repairs for damages resulting from his work. Scaring, broken limbs, defoliation and wind burn. The Landscape Architect SHEET DESCRIPTION and the City of Palm Desert Landscape inspector reserve the right to reject any 4 all plant material. CONTRACTOR DUAL I F I GATI ON NOTE: ALL LANDSCAPE CONTRACTORS SHALL BE CALIFORNIA LICENSED 0-2-1 PLANTING ALL CONCRETE CONTRACTORS SMALL BE CALIFORNIA LICENSED C-8 SPECIFICATIONS ALL MASONRY CONTRACTORS SHALL BE CALIFORNIA LICENSED C-2q F. Plant Storage DESIGNED These plans have been reviewed by the Coachella Valley Water District in accordance J.L. I. Prior to plant deliveries, the contractor shall establish a staging area A T F R with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 6559)7 et seq. DRAWN where deliveries are to be received. This staging area shall be adjacent requiring efficient landscape and irrigation design in cooperation with the ]local CHECKED to the installation area however away from heavy construction and o , c governing agency (City or County). "Approval of this drawing b CVWD staff does not CHECKED P.M. STR , g g g Y � Y h')� pP g Y equipment that may cause damage. constitute approval to encroach into district and USBR Rights-of-Way. Trcees, plants, DATE 2. The contractor Shall provide manpower as needed to adequately maintain walls, and permanent structure of any kind may not be planted or installed. in CVWD 8-21-06 and USBR easements or right-of-way without first obtaining an encroachment permit )O NO. plants located in the staging area. This includes but is not limited to hand from CVWD. mem.&.F.Entr watering, protection from wind or other damage and theft. CAD RLE REMEMPLASPEG DATE WATER MANAGEMENT SUPERVISOR SHEET NUMBER G/TY OF BALM 17F5EJ?T INSPECT/ON SGH,6DULE NOTE R�� I REFER TO THE TITLE SHEET FOR THE CITY OF CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR ��6 C 6 2_1 PALM DESERT'S INSPECTION SCHEDULE. �� pF PUBLtC`r u1 04 D pr OF 21 SHEETS FLANTIN6.7 SPEC I F I GAT I ONS "'IC 1 20