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Spanish Walk Esperanza Tract 33837
REVISIONS i SUMMERS/MURPHY do PARTNERS, INC. LANDSCAPE ARCHITECTS SPANISH VVALK ESPERANZA REV. SHT. DESCRIPTION DATE BY 34197 COAST HIGHWAY, SUITE 200 Q DANA POINT, CALIFORNIA 92629 (949) 443-1446 FAX (949) 443-1631 \_0 S C,q P F.� ,N. Murph 16,-9 cIC, x�G� qTRACT # 33837 - A � a� Signature 7-31-08 * Renewal Date Date �P CITY OF PALM DESERT , CALIFORNIA OF CAL\F��� These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy & Partners, Inc. and their use and publi— SUBMITTED FOR APPROVAL cation shall be restricted to the DATE original site for which they were prepared. Re—use, repro- MMON AREA LANSCAPE PLANS APPROVED p p DATE duction or publication by any C 0 method, in whole or part, is RELEASED FOR BID prohibited except by written permission from Summers/ DATE CONSTRUCTION SET ISSUED Murphy & Partners, Inc. DATE AGENCY APPROVALS CONSTRUCTION NOTES AND LEGEND VICINITY MAP CONSULTANTS CERTIFICATE OF PROJECT COMPLETION Z LANDSCAPE APE ARCHITECT 0 Project Name+_________________ Parcel Map or Tract No,,----------------- NOTE5 Project Location: SUMMERS MURPHY & PARTNERS INC. -------------------------------------------------- � eG ______________ I. THE CONTRACTOR SHALL PROVIDE ALL LABOR, TRANSPORTATION, 34197 COAST HIGHWAY - SUITE 200LU Maximum Water Allowance+--------------------------- MATERIALS AND SERVICES NECESSARY TO FURNISH AND INSTALL ALL DANA POINT CA 92629 F- (In hundred cubic feet) CONSTRUCTION ELEMENTS AS 5HOWN ON THE 1;>RAWING5 AND SPECIFIED p PHONE: 949-443-1446 Estimated Total Annual Water Use, HEREIN. DINAH SHORE DRIVE : 949-443-1631 <1< a a<11 ________________________________________________ (in hundred cubic feet) 2. ALL WORK SHALL BE PERFORMED BY A 0-2-1 CALIFORNIA LICENSED SI TE CONTACT: JOE LASCOLA OR WIL PINAROC Preliminary Project Documentation Submitted+ (initials Indicates submittal) CONTRACTOR. 1, Grading design plan 3. CONSTRUCTION AND INSTALLATION OF ALL LANDSCAPE ITEMS SHALL BE AVENUE 35 /_1 70 CIVIL ENGINEER Li j ACCORDING TO STATE, COUNTY AND LOCAL CODES, ORDINANCES AND UP 2, Landscape design plan TO GAL-05HA SAFETY ORDERS REGARDING PERFORMANCE OF WORK. Ld > � ��Y STANTEC Q 3, Irrigation design plan GERALD %,�oq 73733 FRED WAKING DRIVE, STE. 100 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING THEMSELVES FAMILIAR PALM DESERT, CA 92260 4. Irrigation schedules WITH THE NATURE AND LOCATION OF ALL UNDERGROUND UTILITIES, PIPES - AND STRUCTURES. THE CONTRACTOR SHALL TAKE 50LE RESPONSIBILITY z o PHONE: (760) 346 9844 Post installation Inspection (Initiats indicate completion) FOR ALL COSTS INCURRED DUE TO DAMAGE AND/OR REPLACEMENT OF r > DR. FAX: (760) 346-9368 A. Plants installed as specified SAID UTILITIES, INCLUDING DELAYS. CONTACT: TINA STIMPSON RANCHO MIRAGE z PALM o DESERT Cn B, Irrigation systems installed as designed 5. ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT � 1_ Cn COMMUNITY BUILDER DOCUMENTS AND/OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL o Comments,__--------------------------------------------------- COMPLETION AND C05T OF THE PROJECT SHALL BE REPORTED TO THE FRANK SINATRA a. DRIVE Y TAYLOR WOODROW O __ ---------- OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT IMMEDIATELY. -----------------__________ 15 GUSHING DRIVE In ALL WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL THE A co of this certification has been provided to Owner/Deveto er and District IRVINE, CA 92618 0 PY P P DISCREPANCIES HAVE BEEN RESOLVED BY THE OWNER (JOB Comments, SUPERINTENDENT) OR LANDSCAPE ARCHITECT IN WRITING. ANY 'FOR 1 VICINITY MAP PHONE: (949) 341-1200 O � _____________________________________________________ CONTINUATION OF WORK PRIOR TO THE RESOLUTION OF DISCREPANCIES 15 N.T.S. O R _____________________________________________ AT THE CONTRACTOR'S R15K AND EXPENSE. Q N p It is my opinion that the work outlined above has been completed in substantial 0 N accordance with Coachella Valley Water District and The City of Palm Desert-s PHASE LOCATION MAP SHEET INDEX � Z _ (.� .- � Landscape and Irrigation Guidlines, � LEGEND o LLi �-------------------------------------------------------- ------------------- Landscape Architect Signature Date License No, DIAMETER (33.60) EXISTING SPOT ELEVATION SHEET NO. SHEET DESCRIPTION Z �' C) Z F FIN15H FLOOR ELEVATION 53.60 PROP05ED SPOT ELEVATION 0 Q to Cr. CD OF GARAGE FLOOR ELEVATION HT HEIGHT F— r � *moo WATER CONSERVATION STATEMENT PE PAD ELEVATION BGR BEGINNING OF CURB RADIUS T-� TITLE TN TOP OF WALL EGR END OF CURB RADIUS CL-1 CONSTRUCTION LAYOUT PLAN (DESIGN PHASE P TF TOP OF FOOTING ELEVATION TO TOP OF CURB -� _-= -=�`� _��__ - - -��=P-ARfi—OF=TRUDE 1�- p= BW BOTTOM OF WALL BC, BOTTOM OF CURB T5 TOP OF STEP EJ EXPAN51ON JOINT CL-3 CONSTRUCTION LAYOUT PLAN APPROVAL SET. THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN TH15 LANDSCAPE B5 BOTTOM OF STEP 51.1 SCORE JOINT KEY MAP CD-1 CONSTRUCTION DETAILS PACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM. GB CATCH BAS I N 5C SAW GUT Q THE PLANTING DE51 GN U5E5 DESERT PLANTS COMPATIBLE WITH LOW WATER FG FIN 15H GRADE R RADIUS CS-1 CONSTRUCTION SPECIFICATIONS N USAGE AND TH15 DE51 GN MEETS THE G I TY OF PALM DE5ERT'5 WATER F5 FIN 15H SURFACE RDWD REDWOOD \ /P-1 IRRIGATION PLAN (DESIGN PHASE 1 Z g co EFFICIENT LAND50APE ORDINANCE. HP HIGH POINT HDR HEADER \ \ < Z Z LP LOW POINT LA LANDSCAPE ARCHITECT \ \ P_ _= R h _#100 ,AN =_SHEET NCa }NG EFF Q FL FLOW LINE MIN MINIMUM \ _ _ _ T, _�A5__PART oFTHI _ Q � ' z . a 17 ,E -- - = A�PPRE�fk)_ SETS= w I. cc, ON CENTER MAX MAXIMUM \ / GB CATCH BASIN MJ MA5TI C JOINT is Q- —� W CITY OF PALM DESERT LANDSCAPE TO TOP OF GRATE ELEVATION TYP TYPICAL ��,�, c�,Q IL-1 IRRIGATION LEGEND, CALCS; AND NOTES CO a INV INVERT ELEVATION PA PLANTING AREA 'S� sT,9 ID-1 IRRIGATION DETAILS W U v INSPECTION SCHEDULE BB BOND BEAM ELEVATION NTS NOT TO SCALE IS-1 IRRIGATION SPECIFICATIONS 1 �- CO cab ALIGN A'9 y/C TP-1 TREE, VINE & GROUNDCOVER PLAN (DESIGN PH. 1) W Z 1) 5LEEV I NG / GRADING - _I —. l 9 � �. � -� � -SHEET NO-_T _ diameter, type depth and location /�/Cy`� S P- _ 1 tEEE, -_0f!' E_-&== R-OUa= DCOVER - W a. Sleeve yp p 1.0% GRADIENT IN PERCENTAGE '9� INCLUDED' ASQ Q b. Soli surface drainage, elevations and trash (including weeds rubble) �/ 7 �� %�A�►— nni^;� %; t'�;I'-'� PART-OF THIS r-,� s.; �,_ 1 r s �. Pa' - APPROVAL SET. �j ti W 4: 1 RATIO: 4' HORIZONTAL DISTANCE PER I' OF VERTI CAL HEIGHT 2) HARD5CAPE / BOULDERS-GOBBLE -- 1% Sp SHRUB PLANTING PLAN (DESIGN PHASE 1) CO � � a. Sidewalk and wall layout R RIDGE \ �� _'' - " — - _ ___SHEET NOT INGLUI7ED = M P- SHRUB_ PLA� �� pG Pam;�� a b. Utilities location p �, _ AS PART OF THIS M Z LL c. Boulder type, size, weight and placement Gs GRADE BREAK \ ado �, - .� ',' � . d'L � _a N P s}� - APPRO�//�L SET. _ Z O O 3) IRRIGATION SYSTEM ROUGH-IN _-_ \ PD-1 PLANTING DETAILS E Q V DIRECTION OF FL ON \ PS-1 PLANTING SPECIFICATIONS C, p 0. a a. Trench depth _ - - b. Pipe size and class p DRAINAGE PIPE � �, c. Pressure test (125 psi for 6 hours) - APPROVED - QA1Ico\ ® ATRIUM DRAIN FINAL LANDS ACKAGE 4o NOTE: BY: SHEET DESCRIPTION 4) PLANT MATERIAL (trees shrubs) DA ,( ANY CHANGES TO THE APPROVED PLAN MUST BE _20 a. Condition 0 DECK DRAIN �� SUBMITTED IN WRITING TO THE CITY OF PALM DATE1' :�-..._Z� b. Type LANDSCAPE MANAGER DESERT FOR APPROVAL PRIOR TO INSTALLATION f l 4 „ - j ITLE c. Placement O TURF DRAIN ii Ulggl, �� ► �; a" '="- 'S E 5 V (Decomposed granite) —s —� PROPOSED CONTOUR GROUND GO ER osed g )( p r 1 a. Type These plans have been reviewed by the Coachella Valley Water District in accordance b. Depth and spacing -��—� EXISTING CONTOUR �+ A T F with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. DESIGNED G. Compaction action — --� FRANK S I NATRA 1 � I requiring efficient landscape and irrigation design in cooperation with the local �=��� >. SMP p BERM - BUILT-UP LANDSCAPE GRADE ®�I �T o , c governing agency (City or "Approval of this drawing b CVWD staff does no DRAWN FINAL NOT TO SGAL E s r R c g pp Y l ty ty) pp g g y y plants, JL 6) L L_O�iA`�I �� constitute a roval to encroach into district and USBR Ri hts-of-Wa Trees CHECKED a. Irrigation DETAIL REFERENCE walls, and permanent structure of any kind may not be planted or installed in CVWD JL Valves, boxes and wiring and USBR easements or right-of-way without first obtaining an encroachment permit SHEET LOCATION Controller operation and site specific yearly irrigation schedule from CVWD. DATE 02.01.07 (required by City of Palm Desert Water Efficient Landscape SECTION REFERENCE JOB NO. �rTY C3� �.��-��� ®E�'- DATE WATER MANAGEMENT SUPERVISOR 261454 Ordinance) T Sprinkler, bubbler and / or drip emitter type, f low rate and SHEET LOCATION DE3��'�RT ]ENT OE CAD FILE p p yp ��AUINITY DEVELOPMENT SHEET NUMBER quantity per plant. � CO-1-"D By. CVWD PLAN 4 DEVELOPMENT SERVICE SUPERVISOR � Overall operation ��, c ;,�� NO._ l�ST,���L.�^';IT[-:R As built �0 R u C. i .Iva. ❑ .Rc FF LE Iv F019M b PLAN SET 'A' - PLANTI NG ONLY c Tree Ql l aking KEY MAP I - � JUt, zOo�° - - CITY SUBMITTAL # OI-51-O� T�l r AI-L Cn"sFNCE WITHIN PLAN SET B 2ND G I TY PLAN GHEGK . PLAN SET C NOTE"� SHOULD ANY OF THE ABOVE I N5PECT I ON5 FAIL AFTER 2 NOT TO SG AL_E --- li ''L # ATTEMPTS THERE WILL BE A FEE ASSESSED FOR ANY RE-INSPECTIONS. PLAN SET "C." CITY SIGNATURE SET 04-02-0� SMP PLAN CONTROL DATED: 04-02-07 OF 20 SHEETS G 1 TY APPROVAL FOR PHASE I ONLY PLAN SET "C" 04-02-07 UTILITY 51'MBOL LEGEND FIN /�� �� H ��LE ® TYPICAL A/G LOCATION /�f ALTERNATE A/C LOCATION KEY MAP P CONTRACTOR NOTE: ® PRE-PLOT GRANNY FLAT A/C G PLAN NOTE BOULDER ROCK NOTE ALL HARD50APE MATERIALS, COLORS AND FINISHES SHALL BE INSTALLED AS INDICATED ON THE E POSSIBLE FUTURE GRANNY FLAT A/C \ s G/SE GR�4D/N L - f'RE AT �, c� F WHEN CONDITIONS ARISE THAT APPROVED PLAN. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED TRANSFORMER (ABOVE GROUND) /`i ', T 'QS SUMMERS/MURPHY PARTNERS, INC Yl IX/AI{X THE PRECISE GRADING PLANS PREPARED BY ALL LANDSCAPE BOULDERS TO BE WERE UNFORESEEN AT TIME OF PREPARING THESE PLANS. CONTRACTOR SHALL NOT MAKE FIELD %, ' tiF�Q �9TLANDSCAPE ARCHITECTS STANTEG AND APPROVED BY THE CITY OF PALM "DESERT CHOCOLATE"- MODIFICATIONS TO THESE DESIGNS WITHOUT THE LANDSCAPE ARCHITECT AND THE CITY OF PALM YX"NAAY �A /I 4R \'�' 34197 COAST HIGHWAY SUITE 200 YIILLX,>x PRIMARY PULLBOX (FLUSH) ,9 �' ' DESERT SHALL BE ISSUED TO ALL BIDDERS AND CONTRACTOR TO PROVIDE DESERTS REVIEW d APPROVAL. �, CAA G,S, DANA POINT CALIFORNIA(94 9262943 INSTALLING CONTRACTOR(5). THE PRECISE QUANTITIES d SIZES AS PER �c �' (949) 443-1446 FAX (949) 443.1631 Mf1-2X MAILBOX � GRADING PLAN IS AN INTEGRAL PART OF THESE SPECS. TO BE VERIFIED BY 5/TE /MPROVEMENT5 ® I7"X50" ELECTRICAL BOX (FLUSH) ��0� 70 LANDSCAPE PLANS, AND INDICATES ALL LANDSCAPE ARCHITECT --- NECESSARY FINISH SURFACE / FINISH GRADE QUANTITY TOTAL (PHASE 1): 12-7 o I-f"X50" TELEPHONE BOX (FLUSH) O ELEVATIONS, DRAIN HEAD AND DRAIN LINE 25� - 18" SYMBOL 0E5GR/PT/ON COLOR / F/N/5H / 5PEG/F/GAT/ON DETAIL _ NDSCgp ❑ q"XQ" GABLE TV. BOX (ABOVE GROUND) LOCATIONS. 50% - 24" F � G,F o y L REFER TO THE CITY TY OF PALM DESERT N/A `' 259l; 36 S-1 CURB GUTTER ER POWER FED. ACTUAL HOUSE PLOTTING, LOT CONFIGURATION AND APPROVED PRECISE GRADING PLAN IRRIGATION GONTROLL / Uj DRY STREAM BED ROCK TO COS FIRE HYDRANT � � A ALL D Signature UL DRIVEWAY LAYOUT SHALL FINAL WAL KWAY / LOT SPECIFIC PLOTTING SHOWN BE 2" TO 6" "DOS BIOS" S_2 STREET5GAPE CONCRETE REFER TO STREET IMPROVEMENT AND N/A WATER METER o 7-31-os CONFORM TO THE L O ON THE APPROVED PRECISE GRADING PLAN. UNLE55 NOTED OTHERWISE. SIDEWALK 8 LANDSCAPE 5WA PLANS. • 1IIOV. OLLARD LIGHT * Renewal Date B ALL BOULDERS, ROCK AND S-3 TUBULAR STEEL HANDRAIL COLOR: TO BE BLACK / SELECTED SEE DETAIL F THIS PLAN REFLECTS RECOMMENDED J'j Date �P FROM APPROVED COLOR PALETTE. SHEET CD-I LIGHT FIXTURE LOCATIONS ONLY. THE _— AGGREGATES ARE AVAILABLE BY "9T SOUTHWEST BOULDER. AS REQUIRED BY CODE. OWNER SHALL HAVE THEIR ELECTRICAL F OF CALIF wwwsovthwestboulder.com ENGINEER RECOMMEND ACTUAL FIXTURES. FRANK SINATRA S-4 CONCRETE STEPS COLOR: NATURAL GREY SEE DETAIL B ELECTRIC ENGINEER SHALL BE These drawings and/or t h e O FINISH: MEDIUM BROOM FINISH SHEET CD-I RESPONSIBLE FOR ALL ELECTRICAL NOT TO SCALE PROJECT accompanying specifications DESIGN AS NEEDED TO MEET THE CITY OF LOCATION are the exclusive property of REFER TO THE CITY OF PALM DESERT PALM DESERT'S LIGHTING ORDINANCE. Summers/Murphy & Partners, APPROVED PRECISE GRADING PLAN FOR Inc. and their use and pu l- ACTUAL QUANTITY 4 LOCATION ALL LIGHTING SHALL BE APPROVED BY cation shall be restricted to e THE CITY OF PALM DESERT PLANNING original site for which they DEPARTMENT PRIOR TO INSTALLATION. were prepared. Re-use, repro- LANDSCAPE BOULDERS REFER TO PLAN FOR SIZE SEE DETAIL C duction or publication by any REFER TO BOULDER 4 ROCK NOTE, SHEET CD-I method, in whole or part, is THIS SHEET prohibited except by written permission from Summers/ $-6 DRY STREAM BED REFER TO BOULDER 4 ROCK NOTE, SEE DETAIL D Murphy Partners, Inc. TH15 SHEET SHEET OD-1 & S-7 CONCRETE PAVING COLOR: NATURAL GREY SEE DETAIL A E FINISH: MEDIUM BROOM FINISH SHEET CD-I NOTE: INSTALL CONTROL JOINTS AS FOR ALL FENCE AND WALL5, REFER TO FENCE INDICATED ON PLAN AND WALL PLAN PREPARED BY SUMMERS/MURPHY OS-8 SPECIAL PAVING COLOR: TO BE SELECTED SEE DETAIL A 4 E 4 PARTNERS, INC. SHEET CD-1 Z O �/V V I uuuuu ❑ ❑ I Tel. 1 O / ail — - - - - - _ �_ O r _ ® I I W UNIT 31 0 592 0 L I o PRIMARY _ ® - S-8 L TM=( _-- 1 AR PULLS _ _ c o i 562 I - _ 0 e - - 576 578 UNIT 5 0 0o o 1CR o e — -- ° � � o � � I 2C UNIT 45 _ F7 _ _ UNIT32 1 ' UNIT 46 ® o \ 0 e S_5 / 6-6 S-1 --�' S-2 ° - _ _ _ _ 00 o_ _ °ff .� - - - - - - - - O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4 - - - - - - - - - - - - - - - - - - - - - - - i' O ® ° (J L� ` __"•..`\'\ O a TRANS- ❑ PRIMARY 1 _`_ l TRANS- ❑ • .-, 0O O O ? FORMER PULLBOX / QQ FORMER - - - - - - - - _ - _ - - - - - - - - - _ - - _ - FOUR S-V ` ` — — / _ __._.__-------- S-5 - - _ —Ljo MH — S-5 -----� S-2 S-1 S-1 S-2 S-6 S-5 S-7 S-6 CD 651 �- ' i o Ele � Oo e - 1CRg - - _ _ _ _ _ O \ ' - - - - - - - - - - - -. - - - - - - - - - - - 663 0oUNIT19 , f _VR : � _ IJUrJ_5 00 \ ® -- / ;'` ® ❑ UNIT 13 o I ® ❑ F_ -1 _ _ ° ri 7 1 o -- - co 677 68 O � cTo O 653 �� 0 665 675 0 L -1 -- - f6'j{ ° o �- o �, o D ° 2B 1CR -- - 1AR --I 2B -- s-5 (- ° a --- -- _ e e ° 0 2C o _ e �° o rn o ° o a a e I - - -- -- - UNITE UNIT 1 0 o a T I UNIT 18 ° s-6 - I UNIT 12 ° UNIT 7 0 -- -- - ° oo 0 Z U T- s-7 --t - � - � � - - � 11 It -- -- 4 a F -1 +� —1 ® o a ® -Y- S-7 ® o �Q. J COC W _ LLJ n NL Tel. O (J I ® z ♦♦ Z T = CJ ❑ � ' — � J Tel. i� �S:-6 0 -- e ° --- - o ❑ S-5 P.A. o 0 -- 0 r CC � 0 S-5 0 685 I— —1 0 O q _ - 0 ® d c� -- ® S-6 ® o �o ® ° s 6 - - 3 B S-7 ° 0 P 655 - - i ' 667 s-� 673 1 1 ; �' 679 UNIT 2 , d s-5 ���� UNIT 4 3C _- ---- o o -- --- � 3C ---- -- 3AR �' - s-6 3A I -- f 7 UNIT 5 D o 7 o UNIT 17 ° Ee o (— —1 0 o UNIT 11 UNIT 8 ® --- N u I� J Ele. Q co .._ ° 1, --._. ° ❑ ° 659 0FF_1 Del ° a 669 ° ° 671 -- o ° 681 ° ° 683 ❑ 657 0 L o -_ C 2A _____ s-7 1 BR o _ � _ e __ -- e _ � _ 1 Ag _ __ 2AR o a ° o o - - o g ,., O UNIT 16 UNIT Uj 15 3 o UNIT 10 UNIT _z o UNIT s-7 UNIT o I I,.•, a. CSCOp I S-5 ® Oo _ _ _ o S 5 -- -- ® ° d m - �. S 5 9 � W V '� w CS-5 - I ed o d I o L � ® 0Q H 6F CQ o � e ® �� op Oo o p -- , f -- i- f /' ,' / / / / / i f' W Z / / /; / / /% / i / ,`, , , F — / i r J r , r „ , , ; , / W , �•-/�1�- / '-7 / , / r i f / i / i/ , / - i , i/' ` / i i Yi' / i M00 W_I REFER"TO TO F i DBS/ cc RAFER%T O NK S INAT Sf ETSCAFE � " ' LL� Z RE�A , ARE / — — Z �- Og — — Q 110 W O (L cc ce—a. Cn U U These plans have been reviewed by the Coachella Valley Water District in accordance SHEET DESCRIPTION NOTE: P T E with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. CONSTRUCTION ALL CONCRETE, MASONRY, WOOD AND STEEL WORK IDENTIFIED AS requiring efficient landscape and irrigation design in cooperation with the local o , s T R � o governing agency (City or County). "Approval of this drawing by CVWD staff does not LAYOUT PART OF THESE PLANS ARE NOT PART OF THE CITY OF PALM DESERTS constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, PLAN LANDSOAPE DEPARTMENT'S I N5PEGTI ON AND APPROVAL PROCESS. walls, and permanent structure of any kind may not be planted or installed in CVWD I and USBR easements or right-of-way without first obtaining an encroachment permit IT IS THE OWNER'S RESPONS 1 BI L I TY TO OBTAIN ANY ADDITIONAL from CVWD. DESIGNED SMP APPROVALS THAT ARE NECESSARY FOR WORK THAT 15 TO BE PERFORMED AS PART OF THESE PLANS / SPECIFICATIONS UNDER OTHER DRAWN DEPARTMENT'S JURISDICTION. DATE WATER MANAGEMENT SUPERVISOR JL CHECKED JL CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR DATE 1.31.07 JOB NO. 261454 CAD FILE 454CL SHEET NUMBER G/TY Off' F ALM DESERT rJ- GAI_-E : I = 20 IN51'EG7/0N 5CHE12ULE NOTE REFER TO THE TITLE SHEET FOR THE CITY OF I PALM DESERT'S INSPECTION SCHEDULE. C L�l NORTH O 20 40 60 OF 20 SHEETS PLAN SET "C" 04-02-07 I I - 0 I •� not 3 2 ' j, n_ 1201 3 12" l Q SUMMERS/MURPHY & PARTNERS, INC SECTION V I EA 2 � 4 34197 COAST E CHWAYS SUITE 200 SCALE: 3" = l'-O" DANA POINT, CALIFORNIA 92629 2 5 (949) 443-1446 FAX (949) 443.1631 Q 3 W m � 6 C, o Up,ND S C,q,0 X � c, G M. Murphy 0P�y III- C9 W� _ I I W �_ _ I = 7-31-08 o°o o°o o°o ° o 00 go,/ 00 �o 00� Do o Signature _-11 - �- * Renewal Date $I - - - I I = I J'� Date �P 1 a I _ - I 1 -I �)F OF CAUFC�� ' - _ _ I ' IL = III _ III 8 These drawings and/or the accompanying specifications I i I 1 7 are the exclusive property of 4 =I SECTION SECTION a Summers/Murphy & Partners, - ii , i ii Inc. and their use and publi a _ `� ii = i ii 1 1 'O cation shall be restricted to the ( I -� I. FIN15H GRADE 7. SUB-BASE MATERIAL REFER original site for which rethoy SECTION VIEW I LI I--_I I - _ TO SOILS REPORT duction or publication b pan 1/4" RADIUS ALL EDGES p y SCALE: I" - I ' O" 8. COMPACTED SUBGRADE method, in whole or part, is -III 3. CONCRETE PAVING REFER TO prohibited except by written FINISH SCHEDULE permission from Summers/ LEISEND L _ � I. LANDSCAPE BOULDER - 9. I MINIMUM, 2 AT TURF AREAS Murphy Partners, Inc. 6 REFER TO FINISH SCHEDULE 4. 5/4" DEEP X 3/8" AIDE (MAX.) I. 1/2" X 2" 5a. TUBULAR RAIL 6. CONCRETE PAVING (REFER TO ON CONSTRUCTION LAYOUT PLANS TOOLED SCORE JOINT A/ 1/4" NOTE: FIN15H SCHEDULE) 2. F I NAL GRAD RADIUS EDGE5 AHERE OCCUR S.R5. REFER TO 50 I LS ENGINEER'S 2. CONCRETE 5TEP5 REFER TO DETAIL 'E', TH15 SHEET NOTE: ALL AELD5 TO BE CONTINUOUS 3. CIO% COMPACTED SUBGRADE REFER TO CONSTRUCTION PLAN. REPORT FOR MIN. THICKNESS 3. 1-1/2" 5Q. TUBULAR 5. RE I NFORG I NG STEEL - REFER OF CONCRETE ANDS SI ZE OF STEEL P05T AND GROUND SMOOTH, PRIME AND TO SOILS REPORT RE I NFORG I NG STEEL. 4. CONCRETE FOOTING PAINT (2) GOATS (SEE FIN15H Revised March I, 2007 per City of Pa Gomments SCHEDULE FOR COLOR) 6. EXPANSION JOINT - TYPICAL. m Desert I COMPACTED SUBGRADE REFER TO DETAIL ON THIS SHEET Z ALL CONCRETE AND TUBULAR STEEL WORK IDENTIFIED AS PAR T OF THIS DETAIL 15 NOT PART OF THE G I TY OF PALM DESERT'S ALL CONCRETE WORK IDENTIFIED AS PART OF THIS DETAIL 015 NOT PART OF THE G I TY OF PALM DESER7'5 LANDSCAPE LANDSCAPE DEPARTMENT'S I N5PECT1 ON AND APPROVAL PROCESS. DEPARTMENT'S I NSPEGTI ON AND APPROVAL PROCESS. eG F 7U5ULAR STEEL HANDRAIL C,,, 50ULDERS IN LANDSCAPE A C-,ON�RETE FAV I Nr,-7 W Q WIDTH VARIES SEE INSET 'A' MIN. 5 <1<1< a Q Q SEE CONSTRUCTION PLAN 2 6 3 2 4 a�° a a/ ° Ooo o yrx °o a ° o - SECTION - - 8 - - i. . . 3 NOSE BARI Iw 4 2. EXPANSION JOINT - REFER NOTE: NUMBER OF STEPS PER Ozt co TO DETAIL 'J', THIS SHEET CIVIL ENGINEER PLANS Q Cr r 3. REFER TO GRADING PLAN N O 3 FOR RISER HEIGHT 0) N SECTION 4. CONCRETE PAVIN6 - REFER TO 1" 2" Z V r NOT TO SCALE DETAIL 'G', THIS SHEET O X CO5. 1/2" RADIUS ON NOSE J W OF TREADS W Z ^ z >_ ° > . LANDSCAPE BOULDER, T`(P. (SEE 3. C109/6 COMPACTED SUBGRADE 6. CONCRETE PAVING - REFER TO o a 1ILI r� cc 0) FINISH SCHEDULE) FINISH SCHEDULE Q � 4. REFER TO GRADING PLAN 7. STEEL 2. 6 MIN. LAYER DECORATIVE ROCK FOR DRAIN LOCATIONS - REFER TO SOILS REPORT (SEE FINISH SCHEDULE ON THE a a 8. COMPACTED SUB-GRADE CONSTRUCTION LAYOUT PLANS) ci. SUB-BASE MATERIAL - Revised March I, 200-1 per City of Palm Desert's Comments REFER TO SOILS REPORT INSET 'A' ALL CONCRETE AORK IDENTIFIED AS PART OF THIS DETAIL Q 15 NOT PART OF THE C 1 TY OF PALM DESERT'S LANDSCAPE N Q DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. Z - (n Q z Z D DRY R STEAM BED I / E3OULDERS 5 �ON�RETE STEF oc :� w ° a a. .j W W U Q x 3 1 ; w �- CU 4 3 � � � co � Z ALL CONCRETE THICKNESS -..I 8 W 6 STEEL REINFORCEMENT Q Q AND BASE MATERIAL ° ° a ti W SHALL BE AS d a °d ° = co e °a ° ° ESTABL I SHED BY THE Q° - d 7 O v O O GEOTEGHN I GAL ENG 1 NEER. = O O O0�2 7 � a Z O O O - LL O O O O SEE NOTES ON THIS - O Z I- O O DETAIL. LLJx 0 Q V °C CO U U EXPANSION JOINT SCORE JO I NT NOTE: SHEET DESCRIPTION 1. EXPANSION JOINT- TYPICAL 6. REINFORGIN6 STEEL - REFER TO CONSTRUCTION SOILS ENGINEER'S SPECIFICATIONS EXPANSION JOINTS IN AALKS TO OCCUR AT ALL CHANGES IN DIRECTION FOR SIZE AND LOCATIONS AND INHERE NEA CONCRETE PAYING ABUTS EX1571N6 SIDEAALKS DETAILS 2. 5/8" AIDE FULL DEPTH ASPHALT AND/OR CURBS. THE RECOMMENDED SPAC I N6 FOR EXPANSION SATURATED FIBER EXPANSION 7. AGGREGATE BASE - REFER TO JOINTS IN AALK5 15 16' O.G. FOR CONTINUOUS AALK5 UNLF-55 BOARD SOILS REPORT IF APPLICABLE. OTHERAI SE RECOMMEND BY PROJEGT SOILS ENG I NEER. 3. CONCRETE PAVING REFER TO SOILS ENGINEER'S REPORT FOR MINIMUM THICKNESS OF DESIGNED SMP SEE FINISH SCHEDULE 8• FINISH. GRADE CONCRETE, AGGREGATE BASE AND RE I NFORG I NG STEEL SIZE AND SPECIFICATIONS. DRAWN TSR 4. 1/4" RADIUS - ALL ED6E5 �• COMPACTED SUBGRADE - REFER CHECKED TO SOILS REPORT ALL CONCRETE AORK IDENTIFIED AS PART OF TH 15 DETAIL SMP 5. 5/4" DEEP X 3/8" AIDE (MAX.) 15 NOT PART OF THE C 1 TY OF PALM DESERT'S LANDSCAPE DATE TOOLED SCORE JOINT AITH DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. 02.01.07 1/4" RADIUS EDGES WHERE OCCURS JOB NO. SEE CONSTRUCTION PLAN 261454 4548ONSTDETAILS SHEET NUMBER SECTION CD �l E EXFANS I OI .JOINT 5�0 E �10 I NT OF 20 SHEETS PLAN SET "C" 04-02-07 i surface to reveal small surface fines while not exposing aggregate. 2. Douglas Fir, Redwood, Western Red Cedar or as shown on the drawings. Alternate method, after initial set, surface to be washed with a diluted 5. Posts, Plates and other at-grade connections to be Redwood, Western Red solution of muriatic acid and water, and brushed to reveal surface lines. Cedar or pressure treated Douglas Fir as shown on the drawings. Surface must be continuously wet to avoid acid burn. 4. Hardware - column bases - 'Simpson Strong Tie' or equal. Post caps and G. Glean-Up strap ties - 'Simpson Strong Tie' or equal. Joist hangers and heal angles - I. Upon completion of work, remove all forms, debris, material and tools from 'Simpson Strong Tie' or equal. Screws, hinges, nails, bolts, and wasFiers. All SUMMERSWURPHY do PARTNERS, INC site. hardware material to be galvanized. LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 Not all finishes included in this specification sheet may be included 11. BLOCK MASONRY 5. Stain and paint - as selected and shown on drawings.- refer to finish schedule (949) 443-1446 FAX (949) 443.1631 as part of the finishes indicated on the construction plan finish schedule Scope of Work - Provide all labor, materials, tools, equipment, transportation and but have been included for "bid alternates" indicated on finish schedule necessary incidentals for the completion of all block masonry as shown on the 6. Concrete - Glass A minimum 2,000 PSI at 25 days. or to provide min. specification for builders "option" offer to its buyers. y P y VP,NDSc drawings, including but not limited to the following: B. Rough Carpentry Murp 1614,Q� I. Set all posts, beams, rails and framing plumb and true to line as shown on ` y`G,� tio� I . CONCRETE A. Materials the drawings. w A Scope of work - Provide all labor, materials, tools, equipment, transportation and I. Slump block units meeting grade A, ASTM 0-c10, concrete block units Grade Q° necessary incidentals for the completion of all concrete flotwork as shown on the A, ASTM C-q0. 2. Connections - make all connections as shown on the drawings.5plice lumber Signature drawin s including but not limited to the followin at posts only. Utilize all nail and/or bolt holes for all hardware. 7-31-08 g g g` p y' * Renewal Date A. Materials 2. Cement - Standard Portland Cement ASTM designation G-I50 Type I or 11, 3. Ease / sand all to edges of exposed lumber for bench tops, low walls, etc., sT Date �P p g p p low alkali. q � - rdesignation C-I50 of the ASTM TF o� 1. Cement Standard Portland Cement, per where surface contact is provided. of ca��F Type II, ill, or V, low alkali, single brand throughout. Refer to Soil Engineer's 3. Sand - Glean, well graded ASTM designation C-144. Report for Recommendations. g g 4. Post base - set post column base as shown on drawings, providing minimum These drawings and/or the I clear all sides from finished post base to top of paving. accompanying specifications 2. Aggregate - ASTM Specification C-33 3/4" maximum size. Decorative 4. Water - Water used shall be of potable quality. are the exclusive property of aggregates or pea rock as shown on drawings. Fine natural sand, well graded 5. Countersink nails and bolts in all locations where surface contact is Summers/Murphy & Partners, conforming to ASTM C-144. Refer to finish schedule on construction plans. 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- designation A-165. cation shall be restricted to the original site for which they 3. Water - Water used shall be of potable quality. G. Painting and Stain were prepared. Re-use, repro- Concrete - Glass A concrete minimum 2,000 PSI at 25 days. I. Fill all seams and cracks with Latex caulk and/or wood dough to insure an duction or publication by any even surface. method, in whole or part, is 4. Steel - Reinforcing steel for decks and walks to be intermediate grade 7. Mortar - by volume, freshly prepared, uniformly mixed in ratio I part cement prohibited except by written deformed bars conforming to ASTM A-615 and/or Grade 40. Mesh ASTM I/2 art lime putty, 4-I/4 arts sand conforming to ASTM G-27U. Omit lime permission from Summers/ deformed size where shown on drawin s. part p y' p g 2. Sand smooth all exposed surfaces is specified as 545. Murphy & Partners, Inc. g putty if plastic cement is used. 5. Expansion Joints - Asphalt impregnated felt. Polyfelt Ethafoom as indicated 5. Grout - by volume freshly prepared, uniformly mixed I part cement, 3 parts 3. Prime all painted surfaces with one coat primer. on the drawings. sand, 2 parts pea gravel. 4. Paint with minimum two finish coats for painted surfaces. 6. Control Joints - Saw cut joint 1/4 of slab thickness. Hand tooled score joints B. Laying of Masonry 5. Stain with minimum two finish coats for stain surfaces. 1/4" deep minimum where shown on the drawings. I. Lay all masonry strai ht and true to line with vertical joints plumb over each other. Horizontal joins shall be level. Headers and corner units to show D. Protection and Cleanup 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. on the drawin s. the drawings. ZZ g 2. Upon completion of work, remove all scrap wood, debris, materials and G. Reinforcing tools from site. ton5. Joint Sealant - Two parts Polysulfide sealant as manufactured by Thiokol, I. All bars in masonry shall be lapped a minimum of 40 bar diameters. Dowels Glass AS, self leveling or multi part polyurethane construction sealant by for walls and columns to be same size as wall reinforcing. Refer to V. Metal Work fieL.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 and necessary incidentals for completion of all metal work where shown on theLU D. Cutting of Masonry drawin s, including but not limited to the following: Q Q. Curing Material - Hunts process MD7G. Lithochrome color wax for color g y g 0 . conditioned concrete by L.M. Scofield, in matching color of concrete as I. No cutting of masonry units shall be allowed unless shown on the drawings. A. Materials indicated on the drawings. 1. Steel tubing in sizes shown on the drawings ASTM designation 500 and/or QaQaQ E. Grouting of Masonry 10. Color Conditioned Concrete - 'Chromix' admixtures for integral colored I. Grout all cells with vertical steel solid as shown on the drawings. hand forged, cold rolled wrought iron in sizes as shown on the drawings. concrete by L.M. Scofield Company. 2. Hardware - hinges, latches, bolts, washers,��screws, etc., to be heavy duty. 2. Grout all cells below grade solid. Refer to construction details for specific hardware specification . II. Dust-On Color - 'Lithochrome' color hardener by L.M. Scofield Company. 3. Provide minimum 3/4" between steel reinforcing and blocks. 3. Concrete - Glass A concrete minimum 2,000 PSI at 25 days and/or 12. Surface Retardant - 'Lithotex' top surface retarder as menufactured by Weepho les 'For-Rock' as shown on the drawings. F. L.M. Scofield Company, or 'Sika' surface retardant or 'Rugesol' as I. Open joint weep holes at 52" O.G. maximum on bottom course of retaining 4. Paint - Zinc Chromate primer, 'Rustoleum' finish surface coats or equal. manufactured by Sika Corporation. walls with I cubic foot gravel if shown on drawings or approved drainage 'Metolizing' or galvanizing or powder coating if shown on the drawings. system per Structural Engineer's specifications. B. 5ubgrade B. Fabrication and Installation I. Grade all subgrades to a uniform depth and compaction. Moisten all G. Expansion Joints 1. Contractor shall make all measurement for fabrication in field prior to subgrades prior to pouring of concrete. I. Provide vertical expansion joints in wall per local code and Structural starting work. 2. Gut all footings in undisturbed or compacted soil. Engineer's specifications. g p 2. Horizontal bars to taper with grade or step with grade as shown on the H. Water roof in drawin s. Vertical bars to be plumb. 3. Place sand or ai gregate base as directed in the site specific geotechnical p g g p O gg I. Water roof all retaining walls below rode with asphalt emulsion, 2 coats. report and instaTlatlon recommendations. Contractor to obtain a certified g g p p copy from the general contractor or owner. G. Welding 0 C. Forms I. Gleaning I. Welding to comply with the requirements of standard code for ARC-, and W I. Use only finished lumber. Set all forms true to grade and position. I. Glean all masonry work, remove all mortar stains. gas welding. 2:> 00 2. Upon completion of work, remove all mortar droppings, debris, materials and 2. Weld to only clean, rust-free surface. O (D 2. Moisten all forms prior to pouring of concrete or use approved form tools from site. cmO release agents. O g 3. All welds to be continuous and free of cracks, craters and porosity. Tack C�3 CV III. BRICK MASONRY welds not acceptable. Z Q T D. Expansion Joints Scope of Work - Provide all labor, materials, tools, equipment, transportation and O = V I. 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 4. Grind smooth all exposed welds, match adjoining surfaces. LLI M structures, i.e., garage, walls, base of steps, pool bond beam as indicated on the drawin s, including but not limited to the followin : W J Z .. the drawin s. g g g 5. Plu all open ends and tops, and weld. Z >' (� - O� g p p g � Q > � A Materials D. Painting r � 0) 2. Place control joint in concrete not to exceed a horizontal spacing a A.s I. Brick or stone conforming to ASTM A-62 grade MN as shown on the drawings. I. Prime O all metal work with one coat Zinc Chromate primer. ~ Specified by a soils engineer. wee casting on concrete is to be 2. Cement - Standard Portland Cement ASTM designation 0-150, Type 11, III, or 2. Paint all metal work with 2 coats 'Rustoleum' in semi-gloss or flat as shown 3. Place construction joints in concrete h r c � g V low alkali p single brand throughout. Refer to Soils Engineer's re ort for on the drawings. Paint to be 4 mils minimum dry thickness each. g g stopped and subsequent casting is to be started. recommendations. E. Concrete 3. Prime and paint per above, all field we Ids. I. Glass A concrete shall contain not less than 5 sacks of cement per cubic yard 3. Sand - Glean, well graded ASTM designation G-144. E. Protection and Cleanup Q and be proportioned to attain a minimum cylinder strength of 2,500 PSI in I. Protect all existing work from paint overspray. 28 days. Compressive strengths are to be determined in accordance with 4. Water - Water used shall be of potable quality. N The slump shall not exceed 4". Refer to the site specifi ASTM G-3�i. c soil 2. Obtain Fire permit where required for on-site welding. Z Q to 5 report for site specific concrete mix specifications and steel reinforcement. . Steel - Reinforced steel for walls to be Grade 40 deformed bars ASTM Q Z Z designation A-165. 3. Upon completion of work, remove all scrap iron, debris, materials and cc 1= I tools from site. O 2. Concrete mixing - All transit mixed concrete shall be mixed and delivered in p„ accordance with the re uirement of Standard Specifications for read mixed 6. Mortar - by volume, freshly prepared, uniformly mixed in ratio I part cement, W LL q p y 1/2 part lime putty, 3 parts sand, conforming to ASTM C-270. Omit lime putty J W concrete ASTM G-q4. if plastic cement Is used. (,� Q CL F. Concrete Finishing Ll.! U V 1. Broom Finish - Tamp fresh concrete with heavy metal grid. Screed with straight 7. Grout - by volume, freshly prTared, uniformly mixed in ratio I part cement, �; 5 parts sand or I part semen , 3 parts sand and 2 parts pea gravel.. CO) edge to remove all irregularities. Float to a smooth surface, steel trowel, p and edge to an even hard surface. Score as indicated on drawings. Use a new W Z manila hem bristle broom. Brush markings on slab in uniform fashion perpendicular B. Laying of Brick UJ p g p p I. Lay all masonry straight and true to Ilne with brick vertical joints plumb over J W to form edges and across width of walk / drive or as shown on the plan view drawings. each other. Horizontal joints shall be level. Headers and corner units to show Q p finished faces where exposed. Joints and bond pattern to be as shown on a 2. Rock Salt Finish - Tamp fresh concrete with heavy metal grid. Screed with the drawings. M W straight edge to remove all irregularities. Float to a smooth surface, steel 00 J trowel and e to on even hard surface. Score as indicated on drawins.edge C. Reinforcing Q Q g g i. All bars In masonry shall be lapped a minimum of 40 bar diameters. Dowels = M 0.. Hand broadcast rock salt in even distribution and tamp in. Wash off concrete for walls and columns to be same size as wall reinforcing. Contractor to Z with enough pressure to dissolve rock salt after concrete has set. obtain Structural En IneerIs details and specifications for all steel sizes Z 0 O and locations. Cop yqo be provided to contractor from owner. F- 3. Pea Rock Retarded Finish - Tamp fresh concrete with heavy metal grid. Q Q D. Guttin of Masonry O Screed with straight edge to remove all irregularities. Float to a smooth g y Q I. Use masonry saw for brick cuts unless specified otherwise. Bricks cut less - surface, steel trowel and edge to an even hard surface. Apply surface than 1/2 length shall not be used. Stone to be cut with chisel and hammer. retardant to finished surface, prior to initial set per manufacturer's recommendations, L.M. Scofield, using sprayer, providing even distribution. E. Grouting of Masonry Reveal aggregate by using water jet and coarse fiber brush to remove 1. Grow-t core walls solid as shown on the drawings. SHEET DESCRIPTION j retardant paste from surface, washing thoroughly until Surface is clean and exposure is complete and uniform. 2. Provide minimum of 2-I/2" grout space between double brick walls. Provide CONSTRUCTION minimum 3/4 between stee-f reinforcing and brick. 4. Hand Seeded A re ate Finish - Tam fresh concrete, ith heal metal grid. SPECIFICATIONS Screed with stra+ght edge to remove a with irregularities. Float to a smooth H. Waterproof in 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 CONTRACTOR GUALIFICATION NOTE: 1/2" minimum from edges and expansion joints. Tamp aggregate to a uniform specified by Soils Engineer. ALL LANDSCAPE CONTRACTORS SHALL BE CALIFORNIA LICENSED 0-27 � DESIGNED depth below concrete surface. I. Cleaning and SeaIing ALL CONCRETE CONTRACTORS SHALL BE CALIFORNIA LICENSED G-8 SMP 5. Stamped Concrete - Tamp fresh concrete with heavy metal grid. Screed 1. Glean all masonry work. Remove all mortar stains. Remove alkali with solution ALL MASONRY CONTRACTORS SHALL BE CALIFORNIA LICENSED 0-2cl DRAWN with straight edge to remove all irregularities. Float to a smooth surface. of muriatic acid and water. Apply clear sealer to exposed surfaces if shown SMP Apply color hardener Lithochrome by L.M. Scofield by the dry shake on the drawings. CHECKED NOTE: SMP 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 more shakes and float after each shake. Trowel only after final floating tools from site. ALL CONCRETE MASONRY WOOD AND STEEL WORK IDENTIFIED AS 1.31.07 while concrete is still plastic using imprinting tools to make pattern as PART OF THESE SPECIFICATIONS ARE NOT PART OF THE CITY OF PALM JOB NO. shown on the drawings. Apply color curing compound 'Lithochrome' color IV. CARPENTRY DESERT'S LANDSCAPE DEPARTMENT'S INSPECTION AND APPROVAL 261454 wax b L.M. Scofield Company using roller orSprayer. If 'Bomacron' type Scope of work - Provide all labor, materials, tools, e ui ment, transportation and CAD FILE y p y gyp p q p p PROCESS. Ale ria-Consts ec surface is shown on drawings, a release agent must be applied prior to necessary incidentals for completion of all carpentry as shown on the drawings, texturing the concrete. Color curing compound may be optional, as including but not limited to the following: IT IS THE OWNER'S RESPONSIBILITY TO OBTAIN ANY ADDITIONAL SHEET NUMBER indicated on the drawings. A. Materials APPROVALS THAT ARE NECESSARY FOR WORK THAT IS TO BE 6. Sand Finish - Tamp fresh concrete with heavy metal grid. Screed with I. Wood - rough sawn, resawn, surfaced 4 sides where shown on the drawings, PERFORMED AS PART OF THESE PLANS / SPECIFICATIONS UNDER OTHERcs �i straight edge to remove all irregularities. Float to a smooth surface, steel straight, sound, free from marks, pin head knots, sap pockets, slivers, and DEPARTMENT'S JURISDICTION. trowel and edge to an even hard surface. Prior to set, lightly sponge chec s. Select grade or better where shown on the drawings. C.,-oONSTRU(fooTION SFE(f.., IFIGATIONS OF 6 SHEETS PLAN SET "A" 1-31-07 IRRIGATION NOTES IRRIGATION MATERIAL LEGEND HOA) LANDSCAPE ARCHITECTS PARTNERS, INC LANDSCAPE ARCHITECTS l 34197 COAST HIGHWAY, SUITE 200 1 ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR SYMBOL DANA POINT, CALIF X ( 9262 a` PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. �' R City of Palm Desert Q T H F MANUFACT. MODEL NO. / DESCRIPTION GPM PSI RADIUS DETAIL (949) 443.1446 FAX 949) 443.1631 2 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE �. 4 ;� 0 HUNTER PCB-25 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 24" BOX AND SMALLER 25 (0.5) 30 N/A A COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE Water Calculation Chart PCB-50 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2" ABOVE FINISHED GRADE FOR 36" BOX .50 (1.0) o �"PNMu ph -1 APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED PCB-10 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 48" BOX TREES AND PALMS 1.0 (2.0) �� C M- Phy TO THE OWNER'S REPRESENTATIVE. EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE C11 SIDES OF TREE TYPICAL, tit tt c� 3 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. Maximum Water Allowance WWA) NOT SHOWN RAIN BIRD XERI BUG XB-05PC-1032, XB-10PC-1032, &XB-20PC-1032 PRESSURE COMPENSATING DRIP EMITTERS (0.5-2.0 GALLONS PER B Signature THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN HOUR) SEE PLANT DRIP EMITTER MATRIX BELOW LEFT FOR SIZE AND QUANTITY 7-31-08 4 *Input Zone Renewal Date BEFORE BEGINNING WORK. NOT SHOWN RAIN BIRD POLYFLEX RISER AND MALE ADAPTER PFR/FRA CONNECTED TO THREADED TEE ON PVC ON BASE AND THREADED (1032) DRIP EMITTER ON TOP B J'J. Date �P 5 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ON LY AND IS TO �TFOF CA1-�FO�� BE INSTALLED WITHIN PLANTING AREAS. Square Footage Calculations NOT SHOWN TORO PROVIDE A FCH-H-FIPT AUTOMATIC FLUSH VALVE AT END OF DRIPLINE 3/4" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH VALVE INSIDE A N SEPERATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL 18" FROM PAVING. INSTALL ALL FLUSH EQUIPMENT These drawings and/or the 6 THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN PER MANUFACTURER'S SPECIFICATIONS. accompanying specifications Tree & Shrub Square foot 5738 (Includes D.G. and gravel areas) CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. THE FIELD THAT UNKNOWN CO Turf Square foot 0 are the exclusive property of ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY ® N/A Summers/Murphy & Partners, WOR K OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED Total Square foot Cobble/Boulder 550 P.O.C. 11/2" DOMESTIC WITH 2" SERVICE LINE, VERIFY SIZE, LOCATION, AND STATIC WATER PRESSURE IN FIELD Total Waterfeature Square footage (l Inc. and their use and publi- NECESSARY BY THE OWNER. q Square f 6288 ® EXISTING 11/2" BACKFLOW PREVENTER ASSEMBLY INSTALLED BY CVWD N/A cation shall be restricted to the Total Landscape q original site for which they 7 INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND ® WILKINS MODEL 500HLR 11/2" PRESSURE REGULATOR C were prepared. Re-use, repro- RESPONSIBLE TO COMPLY WITH LOCAL CITY, Zone No. Eta Water Adj. Total Conversion Factors Total meth n or publication a any Factor S ft. 0.62 748 MWA D method, in whole or part, is INSTALLATION. q © RAIN BIRD EFB-CP SERIES BRASS MASTER VALVE - 1-1/2" - NORMALLY CLOSED. prohibited except by written 8 ACTUAL LOCATION FOR THE INSTALLATION OF THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN T 2 6682 0.5 HE FIELD BY THE 1 57.01 0.5 0 0.62 748 0 . permission from Summers/ OWNER'S AUTHORIZED REPRESENTATIVE. 0 0.62 748 0 ® DATA INDUSTRIAL 220P SERIES TEE FLOW SENSOR FOR IRRIGATION HIGH FLOW SHUT-OFF - 1-1/2" SIZE. E Murphy & Partners, Inc. 3a 75 0.5 01 0.62 7481 0 8 CONTRACTOR IS TO PROV IDE AN ADDITIONAL PILOT WIRE FROM CON TROLLER ALONG ENTIRETY OF MAINLINE 3b 88 0.5 01 0.6 2 748 1 0 ►+- WATTS B-6080-SS-SH FULL PORT BRONZE VALVE, STAINLESS STEEL BALL, STEM AND HANDLE, 2" SIZE F TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. 4 93.9 0.5 62881 0.62 748 244.7024 Q RAIN BIRD 44LRC (1") QUICK COUPLER VALVE G 9 ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE, TWICE THE SIZE OF WIRE RAIN BIRD PEB-PRS-D (1") SERIES PRESSURE REGULATING PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWN H BUNDLE CARRIED. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. Estimated Water Use WHERE FEASIBLE SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. RAIN BIRD XCZ-100-PRF 1" DRIP REMOTE CONTROL ASSEMBLY WITH PRESSURE REGULATING WYE FILTER 10 ALL REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL REMOTE Total Number of plants r> 2 ? © WEATHERTRAK ET PR02 SERIES WEATHER BASED AUTOMATIC SPRINKLER CONTROLLER MOUNTED WITHIN A"STRONG BOX" SERIES STAINLESS STEEL J CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL REMOTE CONTROL VALVES VANDAL RESISTANT ENCLOSURE ASSEMBLY BY HYDROSCAPE PRODUCTS - SIZE AND TYPE NOTED ON DRAWING. Z WITHIN 18 OF HARDSCAPE. Num ber of plants by water use % of Total Landscape Square Footage J 0 1 Low 737, . 0.591 3066.204 ® W.C.S. RAIN SENSOR, RG/RG-VR, MOUNT TO REAR OF ENCLOSUREWIRE TO CONTROLLER v� 11 THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED 2 Low/Mod 56i 0.053 274.585 EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. SWEENEY AND ASSOCIATES RECOMMENDS MEASURING FOR PROPER 3 Mod 317 0.254 1318.842 m N/A 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD N/A 0 000 GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER AS AP 4 Mod / Hi B 0.000 K w SPECIFICATIONS. 5 High C 0.000 0.000 PROVED PVC PIPE 3/4" - 11/2" CL. 200 AS LATERAL LINES 12" BELOW GRADE 6 Low Trees8 . 0.022 116.491 0.016 83.208 7 Low/Mod Tree - - AS APPROVED PVC PIPE 2" CL. 315 SOLVENT WELD AS MAINLINES 18" BELOW GRADE K 2f _ 8 Mod Trees 79 0.063 328.670 a a a a a a AS APPROVED PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED L 9 Mod/Hi Tree 0 0.000 0.000 PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. 10 High Trees (I 0.000 0.000 MAS TERS TERS AT THE GALLERY- FRONT YARD LAN DSCAPE IRRIGATION PLANS Total 1247 NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) K,L,M PLANT/ EMITTER SCHEDULE NO SYMBOL 3M DBY-6 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS EMITTER EMITTER SHRUBS BOTANICAL NAME ICOMMONNAME QUANTITY VOLUME Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: --VALVE NUMBER LOW WATER USE SHRUBS Spray/Bub/Drip 4 Q 9": 3066 1 Low Shrub A20 20 ^G.P.M. Season Zonal Eto Rant Area Conversion Factors Estimated 2000 --STY. OF EMITTERS (IN DRIP ZONES ONLY) ACALYPHA MONOSTACHYA RASPBERRY FUZZIES 2 1.0 GPH Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use 1" AGAVE AMERICANA CENTURY PLANT 2 1.0 GPH Spring 20.69 0.2 3066.204 0.62 748 0.9 11.69 VALVE SIZE ALOE BARBADENSIS ALOE VERA 2 1.0 GPH Summer 57.29 0.2 3066.204 0.62 748 0.9 32.36 ALOE 'BLUE ELF' BLUE ELF ALOE 2 1.0 GPH Fall-Winter 15.97 0.2 3066.2041 0.62 748 0.9 9.02 DASYLIRON WHEELERI DESERT SPOON 2 1.0 GPH TOTAL 53.06 ECHINOCATUS GRUSONII GOLDEN BARREL CACTUS 2 1.0 GPH HESPERALOE PARVIFLORA RED YUCCA 2 1.0 GPH Plantllrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: O LARREATRIDENTATA CREASOTE 2 1.0 GPH Spary/Bub/Drip 4 =-,0,.9; 274.585 2 LowJMod Shrub LAVANDULA ANGUSTIFOLIA LAVENDER 2 1.0 GPH Season Zonal Eta Rant Area Conversion Factors Estimated cc OENOTHERA CAESPITOSA WHITE-TUFTED EVENING PRIMROSEI 2 1 1.0 GPH Value Factor sq.ft. 0.62 748 Irri. Elf. Water Use 10 SALVIA CLEVELANDII CLEVELAND SAGE 2 1.0 GPH Spring 20.69 0.35 274.5854 0.62 748 0.9 1.83 W PENSTEMON SUPERBUS PENSTEMON 2 1.0 GPH S Summer 57.29 0.35 274.5854 0.62 748 0.9 5.07 O 00 STIPA TENUISSIMA MEXICAN FEATHER GRASS 2 1.0 GPH Fall-Winter 15.97 0.351 274.5854 0.62 748 0.91 1.41' O YUCCA ELATA SOAP-TREE YUCCA 2 1.0 GPH TOTAL 8.32 WATER PRESSURE CALCULATIONS YUCCA BACCATA BANANA YUCCA 2 1.0 GPH WATER METER NUMBER 1 WATER METER SIZE 11/2" N O ZINNIA GRANDIFLORA PRAIRIE ZINNIA 2 1.0 GPH HYDRAULIC GRADE LINE FT' - WATER METER ELEVATION FT - CERTIFICATE OF PROJECT COMPLETION C3 CV ZEPHYRANTHES GRANDIFLORA RAIN LILY 2 1.0 GPH Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: ELEVATION DIFFERENCE FT - STATIC PRESSURE PSI 90 Z a r Spray/Bub/Drip 4 0 9:- 1318.842 3 Mod Shrub REMOTE CONTROL VALVE # 8 REMOTE CONTROL VALVE SIZE 1" Project Narne,_________________ Parcel Map or Tract No.:----------------- O = (� LOW/ MOD WATER USE SHRUBS Season Zonal Eta Rant Area Conversion Factors Estimated R.C.V. DEMAND GPM 22 TOTAL DEMAND GPM 22 0) W M Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use HIGHEST HEAD SERVED FT - STATIC PRESSURE AT HIGHEST HEAD - Project Locations__________________________________________________ W � � Z I'► AGAVE GEMINIFLORA TWIN FLOWER AGAVE 4 1.0 GPH Spring 20.69 07 1318.842 0.62 748 0.9 12.57 SIZE DESCRIPTION FLOW #1 PSI LOSS Z AGAVE DESMETTIANA AGAVE 4 1.0GPH Maximum Water Allowances___________________________________________ summer 57.29 0.5 1318.842 0.62 748 0.9 34.79 2" SERVICE LINE 50 FT OF TYPE K COPPER 22 1 0.3 PSI (In hundred cubic feet) O Q LEUCOPHYLLUM CANDIDUM SAGE 4 1.0 GPH Fall-Winter 15.97 0.5 1318.842 0.62 748 0.9 9.70 11/2" WATER METER DISC TYPE 22 2 1.0 PSI r 0 LEUCOPHYLLUM FRUTESCENS TEXAS RANGER 1 4 1 1.0 GPH TOTAL 57.06 11/2" BACKFLOW PREVENTER R/P TYPE 22 3 13.0 PSI Estimated Total Annual Water Use: 11/2" FILTRATION (WYE FILTER 22 4 0.2 PSI 11/2" PRESSURE REGULATOR WILKINS 500HLR 22 5 4.0 PSI ________________________________________________ (in hundred cubic feet) MODERATE WATER USE SHRUBS I TREES 11/2" BFD ASSEMBLY PIPING BRASS W/4 ELLS 22 6 1.3 PSI j BOUGAINVILLEA"RASPBERRY ICE" BOUGAINVILLEA 5 1.0 GPH 11/2" MASTER CONTROL VALVE 22 7 2.4 PSI Preliminary Project Documentation Submitted: (initials indicates submittal) Plantllrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: 11/2" FLOW SENSOR 22 8 1.0 PSI CALLISTEMON VIMINALIS'LITTLE JOHN' DWARF WEEPING BOTTLE BRUSH 5 1.0 GPH Spray/Bub/Drip 4 83.208 7 Low 1 Mod Tree _____ an 2 ISOLATION VALVES BALL TYPE 22 9 1.0 PSI 1. Grading design p CAESALPINIA PULCHERRIMA ROCK ROSE 5 1.0 GPH Season Zonal Eta Rant Area Conversion Factors Estimated 2" 100 FEET OF MAINLINE: CL. 315 PVC 22 10 0.4 PSI CISTUS PURPUREUS LAUREL LEAF SNAIL SEED 5 1.0 GPH - __-__ Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use FEET OF MAINLINE 11 PSI Z. Landscape design plan DODONAEA VISCOSA HOPSEED BUSH 5 1.0 GPH Spring 20.69 0.35 83.2077 0.62 748 0.9 0.55 2" 2- 90 DEGREE ELBOWS 22 12 0.1 PSI N LANTANA MONTEVIDENSIS PURPLE TRAILING LANTANA 5 1.0 GPH summer 57.29 0.35 83.2077 0.62 748 0.9 1.54 1" REMOTE CONTROL VALVE 22 13 3.4 PSI -----3, Irrigation design plan LANTANA CAMARAVARS.'NEW GOLD' NEW GOLD LANTANA 5 1.0 GPH Fall-Winter 15.97 0.35 83,2077 0.62 748 0.9 0.43 10% LATERAL LINE LOSS N/A 14 3.0 PSI 4< Z z LIRIOPE SPECIES TURF LILY 5 1.0 GPH TOTAL 2.52 20% FITTING LOSS IN ADDITION TO ELBOWS SHOWN N/A 15 0.1 PSI _-___4, Irrigation schedules Z MYRTUS COMMUNIS "COMPACTA' TRUE MYRTLE 5 1.0 GPH - ELEVATION CHANGE P.O.C. TO HIGHEST HEAD N/A 1 16 - PSI ROSMARINUS OFFICINALIS ROSEMARY 5 1.0 GPH Post installation Inspections (initials indicate completion) �■ O RUSSELIA EQUISETIFORMIS CORAL FOUNTAIN 5 1.0 GPH Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: TOTAL SYSTEM PRESSURE LOSS SUM OF#1 THRU #16 17 31.3 PSI _- W L Spray/Bub/Drip 4 0.9 328.670 8 Mod Tree PRESSURE REQUIRED AT HEAD 18 30.0 PSI --- A. Plants installed as specified SALVIA GREGGII 'SIERRA LINDA" RED SALVIA 5 1.0 GPH Season Zonal Eto Rant Area Conversion Factors Estimated TOTAL PRESSURE REQUIRED SUM OF #17 AND #18 19 61.3 PSI J W Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use STATIC WATER PRESSURE FROM ABOVE 20 90.0 PSI -----B, Irrigation systems installed as designed CD V Q Spring 20.69 0.5 328.6704 0.62 748 0.9 3.13 RESIDUAL PRESSURE SUBTRACT#19 FROM #20 21 28.7 PSI W V . 0.5.29 328.6704 0.62 748 0.9 867 SET PRV OR MCV AT #19 PLUS 10 PSI 22 71.3 PSI Commentss_____________________________________________________ Summer 57 �- Fall Winter 57.29 0.5 328.6704 0.62 748 0.9 .67 PRESSURE BOOST, IF REQUIRED SET TO ACHIEVE 30 PSI RESIDUAL 23 N/A PSI 1 co DRIP SYSTEM NOTES: TOTAL 12.42 ------------------------------------------------------------ IIm o W ALL LATERAL LINES FOR DRIP SYSTEM SHALL BE PVC AS SHOWN IN THE A copy of this certification has been provided to Owner/Developer and District J 0) Z :5 LEGEND. POLYFLEX RISERS SHALL BE CONNECTED TO THE PVC Total Tree And Shrub 137.19 W LATERAL LINES IN LOCATIONS ALONG THE LATERAL LINE ROUTE IN QUANTITIES AND LOCATIONS REQUIRED BY THE PLANT GROUPS. Total Estimated Water Use 137.19 ------------------------------------------------------------ INSERT DRIP EMITTERS INTO RISER AS CLOSE AS POSSIBLE TO PLANT 00 J MATERIALS. COVER ALL DRIP TUBING COMPLETELY WITH DECOMPOSED It is my opinion that the work outlined above has been completed in substantial = M a a GRANITE SPECIFIED ON LANDSCAPE PLANS accordance with Coachella Valley Water District and The City of Palm Desert's M 0. Z CONTRACTOR TO PROVIDE THE QUANTITY OF EMITTERS AND RISERS Controller A IRRIGATION CONTROLLER RUN TIMES Landscape and Irrigation Guldlines. O _. .. C a BASED ON THE ACTUAL PLANT COUNT AND THE EMITTER LEGEND PLANT TYPE/ SPRINKLER TYPE Eto AKc PR RATE IIE RUN TIME QUANTITY RUN TIM G ------------------------------------------------------------------------------ HOURS HOURS Landscape Architect Signature Date License No c SHOWN BELOW. ANY REFERENCE TO EMITTER QUANTITIES ON THESE Days Per Week: 6 _. --- _ . _ _. . (HOURS),_. . _._.__. ______ _ _ ___-- p g ^ Q G PLANS IS FOR DESIGN USE ONLY. VERIFY THE ACTUAL PLANT Shrub and Ground Covers: QUANTITIES AND SIZES FROM THE LANDSCAPE PLANS PRIOR TO C.) Drip _ _ _ _ 9.90 0.40 0.49 0.90 I_ 0.35 A 5 1.75 BIDDING OR STARTING WORK. r Trees: Bubbler Heads 9.90 0.80 3 00 0.90 0 11 11 1.25 - --- v-- -- - -- CYCLES PER DAY: 1 TOTAL NUMBER OF STATIONS:; 16 SHEET DESCRIPTION TOTAL RUN TIME IN HOURS 111.FOR 11 DRIP & BUBBLERS ONLY:' 3.00 - TOTAL RUN TIME IN HOURS:' 3.00 These plans have been reviewed by the Coachella Valley Water District in accordance IRRIGATION A T E with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. LEGEND requiring efficient landscape and irrigation design in cooperation with the local o , S T R governing agency (City or County). "Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, walls, and permanent structure of any kind may not be planted or installed in CVWD DESIGNED and USBR easements or right-of-way without first obtaining an encroachment permit S+A from CVWD. DRAWN S+A DATE WATER MANAGEMENT SUPERVISOR CHECKED SMP DATE 1.31.07 CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR JOB NO. 261454 CAD FILE NOTE: sweeney + associates SHEET NUMBER ANYCHANGES TO THE APPROVED PLAN MUST BE IRRIGATION DESIGN AND CONSULTING California • SUBMITTED IN WRITING TO THE G 1 TY OF PALM 38730 Sky Canyon Drive,suite c DESERT FOR APPROVAL PRIOR TO INSTALLATION Murrieta, CA92563 � 951.461.6830 p 951.461.6850 f email@sweeneyassoc.com www.sweeneyassoc.com Murrieta, California•Austin,Texas-Ft. Lauderdale, Florida OF 6 SHEETS PLAN SET " " 04-02-07 FINISHED GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT,AND WASHER. COVER, USE STAINLESS BOLT, NUT, AND WASHER. COVER, USE STAINLESS BOLT, NUT,AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE HUNTER PCB 1/2" THREADED BUBBLER, SEE BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND"PRV" ONTO LID. LEGEND FOR SPECIFICATION EDGE. HEAT BRAND ITS"ONTO LID. EDGE. HEAT BRAND"MV"ONTO LID. PRESSURE REGULATOR, SEE LEGEND FOR SPECIFICATION 2"MIN. SCH 80 PVC NIPPLE, LENGTH AS REQUIRED SUMMERS/MURPHY dt PARTNERS, INC FLOW SENSOR, SEE LEGEND FOR SPECIFICATION MASTER CONTROL VALVE, SEE LEGEND FOR SPEC. LANDSCAPE ARCHITECTS " _ 3 -�- FINISHED GRADE _ - - FINISHED GRADE DANA POINT. CALIFORNIA 92629 34197 COAST HIGHWAY, SUITE 200 FINISHED GRADE IN SHRUB AREAS �— FINISHED GRADE IN SHRUB AREAS �I I I III= 2" MIN. _ = IN SHRUB AREAS r (949) 443.1446 FAX (949) 443-1631 -•— ����L = _ _ F-En UNDISTURBED SOIL = XERI-BUG DRIP EMITTER WITH THREADED , , IIICIII4" MIN. _ _III I-I I 4"MIN. -�� =I I �-I I I� - - C SCH 80 T.O.E. I IJ. � —I NIPPLE, 3"MIN., 2 REQ. INLET(SEE LEGEND FOR SPECIFICATION) TTi j�"j jjj D SC I III E=FII- 24"WIRE LOOP I II LL!� = 24"WIRE LOOP =) I I-I I -III=III T-2"MIN.IIII PVC MAINLINE PIPE - VALVE ID TAGS =1 I I— �-FINISHED GRADE I-I 11=1 11= _� I 1=1 TRIPLE SWING JOINT ASSEMBLY �-AN ,4P PER SPECIFICATION g PVC H 4 FEMALE V Db v PVC SCH 40 SLIP �c.G M Murphy +10 PIPE DIA 5 PIPE DIA C SC 0 EM E .F o FLOW- ADAPTER, 2 REQUIRED COUPLING,2 REQ. - I I IC I .." �=1II I�- -- c� cn 2 MI 2 MIN. UNDISTURBED SOIL W o cP 2 MIN. PVC MAINLINE TO FLOW -III-III-I -III-III-I SCH 40 PVC SxSxT TEE FITTING a' a - 0 o o o° ° SENSOR, PIPE PER SPECS. ,��� ,p o o PVC MAINLINE TO MASTER III-III=III- III-III=III- LATERAL x SPRINKLER INLET SIZE Si nature (� 7-31-08 O ° o o �8�• o VALVE PIPE PER SPECS. 0 o Cb o Q o o� o4r��006,0 "1 0 0 ('�,cnG,c1�0 � =1 11=1 11=1 =1 11=1 11=1 9 8 �v0 G o ! ' '�(9 ° BRICK SUPPORTS o o Wo•�•Qo •^ovo BRICK SUPPORTS FLEXIBLE RISER(RAIN BIRD PFR/FRA) Renewal Date BRICK SUPPORTS o•Q•o�oO0. O )• g O�o�o TWELVE(12")LENGTH �LATERAL LINE, SEE SPECIFICATIONS LANDSCAPE FABRIC 3/4 ROCK, 3 CUBIC FT. PVC FITTING(SxSxTTEE) FOR TYPE AND DEPTH REQUIRED �'� Date �P 3/4"ROCK, 2 CUBIC FT. BRASS NIPPLE TYP. SIZE: LATERAL x LATERAL x 1i2"S '9T � LANDSCAPE FABRIC LANDSCAPE FABRIC F OF- CAL�FO� PVC MAINLINE PIPE TO MASTER VALVE 3/4" ROCK,2 CUBIC FT. + PVC LATERAL LINE (NOT LESS THAN 10 PIPE DIAMETERS) PVC MAINLINE PIPE FROM 12"BELOW FINISHED GRADE These drawings and/or the PER SPECS.AND PLAN. BACKFLOW PER SPECS. PVC MAINLINE FROM P.O.C. NOTE: accompanying specifications NOTE: SECTION VIEW- N.T.S. INSTALL SPRINKLER HEADS 12" FROM FENCES WALLS OR BUILDINGS. are the exclusive property of INSTALL FLOW SENSOR AS PER THE MANUFACTURER'S RECOMMENDATIONS,WIRE TO NOTE: NOTE: DO NOT INSTALL SPRINKLER HEAD WITHIN 36" OF PAVING, CURBS OR TURF EDGES. Summers/Murphy & Partners, IRRIGATION CONTROLLER. INSTALL CONTROL VALVES A MINIMUM OF ONE FOOT APART IN SHRUB AREAS UNLESS OTHERWISE NOTED. SECTION VIEW-N.T.S. Inc. and their use and u Partners, USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOWN-STREAM SIDE USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF P THE MASTER VALVE ASSEMBLY. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UPSTREAM SIDE OF SECTION VIEW- N.T.S. cation shall be restricted to the OF THE FLOW SENSOR. THE PRESSURE REGULATOR ASSEMBLY. original site for which they were prepared, Re-use, repro- duction or publication by any method, in whole or part, is prohibited except by written permission from Summers/ E FLOW SENSOR D MASTER CONTROL VALVE C PRESSURE REGULATOR B DRIP CONNECTION A BUBBLER ON RISER Murphy & Partners, Inc. STAINLESS STEEL DUAL HYDRAULIC PISTONS FINISH GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS FLIP TOP LID,SHOWN SUPPORT LID OPEN FINISH GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS IN OPEN POSITION PLASTIC RECTANGULAR'JUMBO'VALVE BOX WITH BOLT DOWN PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN CONTROLLER ENCLOSURE - PLASTIC ROUND VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. DIMENSIONS WHEN CLOSED: COVER, USE STAINLESS BOLT, NUT,AND WASHER. PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN 38"H x 16"W x 15.5"D BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE COVER, USE STAINLESS BOLT, NUT,AND WASHER. COVER, USE STAINLESS BOLT NUT AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE CONTROLLER ® EDGE. HEAT BRAND"RCV"AND CONTROL STATION#ONTO LID, BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE HEAT BRAND"QCV"ONTO LID. EDGE. HEAT BRAND "BV" ONTO LID. Z STAINLESS STEEL TERMINAL L STCONRIP FOR VALVE EDGE. HEAT BRAND"RCV"AND CONTROL STATION#ONTO LID. QUICK COUPLER KEY WITH MALE HOSE BIB BALL VALVE, SEE LEGEND FOR SPECIFICATION 0 16"CO WIDE TOP-ENTRY WIRE CONNECTION 3" CONNECTION AS SHOWN, KEY MUST CLEAR VALVE BOX N CONTROLLER ENCLOSURE FINISHED GRADE j NEMA 3R RAINPROOF RATED s -� [V STAINLESS STEEL, U.L. LISTED, —1 I—III- IN SHRUB AREAS -I I MI I I- _ - - FINISHED GRADE11 _ --- +-- FINISHED GRADE IN SHRUB AREAS PREDRILLED, REMOVABLE — PRESSURE REGULATING III=III=1 - - - IN SHRUB AREAS 3' -I I I I= BACKBOARD. REMOVABLE FRONT I I (=III—I I= I I=1 I I -I I=I I 4"MIN. I—III—III =I I I I I I- 7-0�� �-- FINISHED GRADE IN SHRUB AREAS I I I-I I I-I PANEL NOT SHOWN _ WYE FILTER III=I(I= III=III=I " =I I I=I I I' 4" MIN. I=III=)(I LU III=III= III-III= - 4 MIN. III-III= III-III- R.C.V. — — -I I I-I I ��� 24"WIRE LOOP -I (-III' QUICK COUPLER VALVE I I I=I POWER SWITCH — — — — VALVE ID TAG -III-I I I I=1 11= SEE LEGEND OR SPEC. I I=1 11= F �W DEPTH AS PER SPECS NE 1<1<<�<J<1<1 AND RECEPTACLEPRESSURE SUPPLY•- — — tlitfttnff( I I—III— LATERAL PVC S x T ELL SCH 80 PVC GALV. PUNCH LOC (2 REQ.) • FLOW FEMALE ADAP. 2"MIN. CONTROL VALVE o BRASS NIPPLE(LENGTH AS REQ.) ����,MI ' o PVC MALE ADAPTER Q. SCH. 80 PVC SCH 40 PVC RISER o �o BRICK SUPPORTS 0q�'0 Q ,° °o f— FINISHED� PREFORMED ALUMINIUM PAD TO DRIP MAINLINE ��� •� 'f� a �°� BRICK SUPPORTS GRADE = STRONGBOX QUICKPAD SYSTEM BRICK SUPPORTS, BRASS TRIPLE SWING JOINT(SIZE PER QCV) FILL BASE OF = = ENCLOSURE MOUNTING PAD 4 REQUIRED USE TWO STREET ELLS,ONE NIPPLE(6"MIN. QUICKPAD WITH i_I ° °° I WITH PREFORMED ALUMINIUM ° SCH. 80 NIPPLE TYP. LENGTH),AND ONE THREADED ELL FOR ASSEMBLY BRASS NIPPLE PEA GRAVEL TO I p PAD, PLASTIC BASE AND ALL �° MAINLINE, SEE SPECS. LANDSCAPE FABRIC TOP OF BASE UNIT I I ° ° STAINLESS STEEL HARDWARE °Uvoqo- °.o ° F r-Q�- o o O MAINLINE FITTING EE #4 x 36"REBAR STAKE ' •`�/b'C�••�•• B•`�Q"� 0 3/4" ROCK, 2 CUBIC FT. COMPACTED SECTION VIEW- N.T.S. SITE SOIL 3/4"CRUSHED GRAVEL LANDSCAPE FABRIC TWO CUBIC FEET 3/4"ROCK, 1 CUBIC FT. NOTE: 3" PVC CONDUIT/SWEEP FOR BRICK SUPPORTS LANDSCAPE FABRIC BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE 1 1/4" PVC CONDUIT/ CONTROL WIRES TO VALVES LANDSCAPE FABRIC INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX. I SWEEP FOR ELECTRIC 5/8" DIA. x 8' COPPER 3/4" ROCK,2 CUBIC FT. NOTE: SERVICE GROUND ROD W/#10 GROUND SECTION VIEW- N.T.S. USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE SECTION VIEW- N.T.S. WIRE AND CLAMP SECTION VIEW- INSTALLATION AT MAIN LINE DEPTH. N.T.S. O I J TOP ENTRY ENCLOSURE DRIP REMOTE CONTROL VALVE H REMOTE CONTROL VALVE Ix G QUICK COUPLER VALVE F BALL VALVE o W O > ,O O Fr N O O O LOW VOLTAGE WIRES, 3 MAXIMUM CERTIFICATE OF PROJECT COMPLETI❑N Z Q r WIRES PASS THROUGH GROOVES IN z ♦, V T TUBE LID TO ALLOW LID TO CLOSE a A e ° as e a PAVING FINISH GRADE Project Name_________________ Parcel Map or Tract No,l_________________ O 2 'lit CLOSE TUBE LID AFTER WIRE — — — J co W M IS INSERTED INTO TUBE - - Project�I Location;________________________________SAND BACKFILL COMPACTED I I (=III= — — CLEAN COMPACTED BACKFILL ------------------ Z V Z -III-I B (-III-IMaximum TO THE DENSITY OF —_— _ Water Allowance.________ � v �I I I=I C B I=I EXISTING SOIL =III=III= I I I=I I I= (In hundred cubic feet) 0 POLY TUBE PRE-FILLED WITH - I I. I - A _ _ LATERAL LINES =III-I A LATERAL LINES, SEE SPECS. WATERPROOF GEL IN SCH 40 SLEEVE Estimated Total Annual Water Use LOCK TABS PREVENT WIRE REMOVAL 'III=I _ = CONTROL WIRES =III—III— CONTROL WIRES, SEE SPECS. — — ------------------------------------------------ (in hundred cubic feet) ONCE CONNECTOR IS INSERTED IN SCH 40 SLEEVE -I I Ed I I=i 11. I I=I I I-I-� UNDISTURBED SOIL =I I (=III= I—III-1 UNDISTURBED SOIL Preliminary Project Documentation Submitted: (initials indicates submittal) SCOTCHLOK ELECTRICAL SPRING III I I—I I III—III- PRESSURE MAINLINE,SEE CONNECTOR. WIRES SHALL BE =III—III— PRESSURE MAINLINE =III—III—III ____ _____1, Grading design plan PRE-STRIPPED OF 1/2"OF THE — D D D D — IN SCH 40 SLEEVE _ C C IC C SPECIFICATIONS g g INSULATION PRIOR TO INSERTION I i —III_ INTO THE CONNECTION. TWIST =I I I I—_ I—IIII PVC SLEEVES TO BE =III— I I-III—III— I -I I (—III—III-I I = _____2, Landscape design plan CONNECTOR ONTO WIRES TO TWICE THE DIAMETER =III=III=III=III=III=III=III=III=I SEAT FIRMLY. EI I I= I=III= I =III=III=) I I=I I= I I= 3, Irrigation design plan Z co Q SCOTCHLOK CONNECTOR AND WIRES OF THE PIPE OR WIRE z Z BUNDLE CARRIED. 4, Irrigation schedules INSERTED INTO TUBE UNTIL THE DIMENSION A B C D DIMENSION A B C ----- g CONNECTOR PASSES LOCK TABS DETAIL ALSO FOR PIPE Q 1/2" TO 4" IN SIZE 36" 24" 24" 4" INSTALLED IN ROCK SOIL. 1/2"TO 2-1/2"IN SIZE 18" 12" 4" Post installation Inspection; (initials indicate completion) W LL 0- NOTE: 3"TO 6" IN SIZE 24" 4" -----A. Plants installed as specif ied a. Q WIRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT. a) KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR,A POLYPROPYLENE TUBE AND A ----B. Irrigation systems installed as designed W V WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. Comments_____________ _______________________________ w DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2-3#14 OR 2#12 PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. W Z 0) :5A copy of this certification has been provided to Owner/Developer and District IIIIIIIIJ LU Q � a M WIRE CONNECTION L SLEEVE INSTALLATION K PIPE INSTALLATION Comments:_____________________________________________________ M � W ------------------------------------------------------------ 0) = It is my opinion that the work outlined above has been completed in substantial Ce) C- Z accordance with Coachella Valley Water District and The City of Palm Desert's LL Landscape and Irrigation Guidlines, Z ------------------------------------------------------------------------------ LU Q Q Landscape Architect Signature Date License No, a. FINISHED GRADE IN TURF AREAS 0 — � TORO FCH-H-FIPT AUTOMATIC FLUSH VALVE PLASTIC ROUND VALVE BOX, 6" SIZE SHEET DESCRIPTION HEAT BRAND"FV"ONTO LID. These plans have been reviewed by the Coachella Valley Water District in accordance IRRIGATION =I I 21 2"P IN _ _ _ -~FINISHED GRADE IN SHRUB AREAS A T F with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. DETAILS III I I I ._ requiring efficient landscape and irrigation design in cooperation with the local —IIII=I�I III—III= III—III= O / S T R , G governing agency (City or County). "Approval of this drawing by CVWD staff does not =1 I I=1 I III=I I L constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, PVC SCH 80 CLOSE NIPPLE walls, and permanent structure of any kind may not be planted or installed in CVWD DESICNED S+A and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. S+A �--PVC LATERAL LINE PIPE DRAWN 0 0 0 • ° ° ' 0 ° CHECKED SMP BRICK SUPPORTS DATE WATER MANAGEMENT SUPERVISOR DATE 3/4"ROCK, 1 CUBIC FT. 1.31.07 PVC ELL SCH 80 SxT JOB NO. CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR 261454 LANDSCAPE FABRIC CAD FILE SECTION VIEW- N.T.S. NOTE: sweeney + associates SHEET NUMBER ANYGHANGE5 TO THE APPROVED PLAN MUST 13E IRRIGATION DESIGN AND CONSULTING . California SUBMITTED IN WRITING TO THE G I TY OF PALM 38730 Sky Canyon Drive, Suite C DESERT FOR APPROVAL PRIOR TO INSTALLATION Murneta, CA 92563 951.461.6830 p 951.461.6850 f ID �l email@sweeneyassoc.com N sweeney AUTOMATIC FLUSH VALVE Mwww California- com urrieta, ia Austin,Texas• Ft.Lauderdale, Florida OF 6 SHEETS PLAN SET °CII 04-02-07 SECTION 02810 1.07 Storage and Handling C. Ground wires shall be white in color. Control wires shall be red (where two or more controllers are used, the control wires 3.07 Valves shall be a different color for each controller. These colors shall be noted on the "Record Drawings" plans located on controller LANDSCAPE IRRIGATION A. Use all means necessary to protect irrigation system materials before, during, and after installation and to protect the installation door). A. Automatic control valves, quick coupler, and ball valves are to be installed in the approximate locations indicated on the PART 1 - GENERAL work and materials of all other trades. In the event of damage, immediately make all repairs and replacements necessary to the drawings. 1.01 Summary acceptance of the Landscape Architect and Owner and at no additional cost to the Owner. 2.10 Irrigation Heads B. Valve shall be installed in shrub areas whenever possible. A. It is the intent of the specifications and drawings that the finished system is complete in every respect and shall be ready for B. Exercise care in handling, loading, unloading, and storing plastic pipe and fittings under cover until ready to install. Transport A. Irrigation heads shall be of the manufacturer, size, type, with radius of throw, operating pressure, and discharge rate operation satisfactory to the Owner. plastic pipe only on a vehicle with a bed long enough to allow the pipe to lay flat to avoid undue bending and concentrated external indicated on the drawings. C. Install all valves as indicated in the detail drawings. SUMMERS/MURPHY do PARTNERS, INC load. LANDSCAPE ARCHITECTS B. The work shall include all materials, labor, services, transportation, and equipment necessary to perform the work as indicated B. Emitters shall Valves to be installed in valve boxes shall be installed one valve per box. 34197 COAST HIGHWAY, SUITE 200 be used as indicated on the drawings. D. and Disposal DANA POINT, CALIFORNIA 92629 1.08 Cleanup on the drawings, in these specifications, and as necessary to complete the contract. P p (949) 443-1446 FAX (949) 443-1631 PART 3 - EXECUTION 3.08 Valve Boxes 1.02 Construction Drawings A. Dispose of waste, trash, and debris in accordance with applicable laws and ordinances and as prescribed by authorities having jurisdiction. Bury no such waste material and debris on the site. Burning of trash and debris will not be permitted. The Contractor 3.01 Site Conditions A. Valve boxes shall be installed in shrub areas whenever possible. A. Due to the scale of the drawings, it is not possible to indicate all offsets, fittings, sleeves, etc. which may be required. The shall remove and dispose of rubbish and debris generated by his work and workmen at frequent intervals or when ordered to do so O �pND rph 41 Contractor shall carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly, by the City's authorized representative. A. Inspections: B. Each valve box shall be installed on a foundation of 3/4-inch gravel backfill, 3 cubic feet minimum. Valve boxes shall be ��F.G M, Murphy qf,0 furnishing such fittings, etc. as may be required to meet such conditions. Drawings are generally diagrammatic and indicative of the installed with their tops 1/2 inch above the surface of surrounding finish grade in lawn areas and 2 inches above finish grade in G+ do y work to be installed. The work shall be installed in such a manner as to avoid conflicts between irrigation systems, planting, and B. At the time of completion the entire site will be cleared of tools, equipment, rubbish and debris which stall be disposed fl9 tiff-site 1. Prior to all work of the s section,carefully inspect the installed work of all other trades and verify that all such work is ground cover areas. '� k in a legal disposal area. complete to the point where this installation may properly commence. � Qo � n architectural features. g p 3.09 Irrigation Heads Signature 9 B. All work called for on the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the 1.09 Completion 2. Verify that irrigation system may be installed in strict accordance with all pertinent codes and regulations, the original 7-31-08 specifications. When an item is shown on the plans but not shown on the specifications or vice versa, it shall be deemed to be as design, the referenced standards, and the manufacturer's recommendations. A. Emitters shall be installed as indicated on the drawings. * Renewal Date * shown on both. The Landscape Architect shall have final authority for clarification. A. At the time of the pre-maintenance period inspection, the Landscape Architect, Owner's authorized representative, and governing agencies will inspect the work, and if not accepted, will prepare a list of items to be completed by the Contractor. Punch list to be B. Discrepancies: B. Spacing of Emitters shall not exceed maximum indicated on the drawings. J1T4 Date NP C. The Contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that checked off by contractor and submitted to Landscape Architect or Owner's Authorized representative prior to any follow-up TF OF- CA0: obstructions, grade differences or discrepancies in area dimensions exist that might not have been considered in engineering. Such meeting. This checked off list to indicate that all punch list items have been completed. At the time of the post-maintenance period 1. In the event of discrepancy, immediately notify the Landscape Architect or Owner's authorized representative. C. Riser nipples shalt be of the same size as the riser opening in the sprinkler body. obstructions or differences should be brought to the attention of the Landscape Architect as soon as detected. In the event this or final inspection the work will be re-inspected and final acceptance will be in writing by the Landscape Architect, Owner's These drawings and/or the notification is not performed, the Irrigation Contractor shall assume full responsibility for any revision necessary. authorized representative, and governing agencies. 2. Do not proceed with installation in areas of discrepancy until all discrepancies have been resolved. 3.10 Miscellaneous Equipment accompanyi cifications ng spe are the exclusive property of B. The Owner's authorized representative shall have final authority on all portions of the work. C. Grades: A. Install all assemblies specified herein according to the respective detail drawings or specifications, using best standard Summers/Murphy & Partners, 1.03 Quality Assurance p y p practices. Inc. and their use and publi- . After the system has been completed, the Contractor shall instruct Owner's authorized representative in the A. Provide at least one English speaking person who shall be present at all times during execution of this portion of the work and C Y P operation and 1. Before starting work, carefully check all grades to determine that work may safely proceed, keeping within the specified cation shall be restricted to the P who shall be thoroughly familiar with the type of materials being installed and the manufacturer's recommended methods of maintenance of the irrigation system and shall furnish a complete set of operating and maintenance instructions. material depths with respect to finish grade. B. Install devices such as rain sensors, master valves, basket strainers and flow sensors as indicated on the drawings and as original site for which they recommended by the manufacturer. were prepared. Re-use, repro- installation and who shall direct all work performed under this section. duction or publication by any D. Any settling of trenches which may occur during the one-year period following acceptance shall be repaired to the Owner's 2. Final grades shall be accepted by the Public Works Inspector and Landscape Architect before work on this section will be B. Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturer of articles used in this satisfaction by the Contractor without any additional expense to the owner. Repairs shall include the complete restoration of all allowed to begin. 3.11 Flushing the System method, in whole b part, is damage to planting, paving or other improvements of an kind as a result of the work. prohibited except by written ands specifications. 9 P g, P g p Y permission from Summers contract furnish directions covering points not shown in the drawings p A. Prior to installation of irrigation heads, the valves shall be opened and a full head of water used to flush out the lines and P / D. Field Measurements: g p risers. Murphy & Partners, Inc. C. All local, municipal, and state laws, rules and regulations governing or relating to any portion of this work are hereby incorporated 1.10 Guarantee 1. Make all necessary measurements in the field to ensure precise fit of items in accordance with the original design. into and made a part of these specifications, and their provisions shall be carried out by the Contractor. Anything contained in these A. The entire sprinkler system, including all work done under this contract, shall be unconditional) guaranteed against all defects Contractor shall coordinate the installation of all irrigation materials with all other work. B. Irrigation heads shall be installed after flushing the system has been completed. specifications shall not be construed to conflict with any of the above rules and regulations of the same. However, when these p Y 9 Y 9 9 specifications and drawings call for or describe materials, workmanship, or construction of a better quality, higher standard, or larger and fault of material and workmanship, including settling of backfilled areas below grade, for a period of one (1)year following the filin of the Notice of Com letion.o 2. All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions prior to proceeding with 3.12 Adjusting the System size than is required by the above rules and regulations, the provisions of these specifications and drawings shall take precedence. 9 P work under this section. D. All materials supplied for this project shall be new and free from any defects. All defective materials shall be replaced immediately B. Should any problem with the irrigation system be discovered within the guarantee period, it shall be corrected by the Contractor A. Contractor shall adjust valves, align heads, and check the coverage of each system prior to coverage test. pp 3. Exercise extreme care in excavating and working near existing utilities. Contractor shall be responsible for damages to at no additional cost to Owner. at no additional expense to owner within ten (10) calendar days of receipt of written notice from Owner. When the nature of the 9 9 9 p 9 repairs as determined by the Owner constitute an emergency (i.e. broken pressure line)the Owner may proceed to make repairs at utilities, which are caused by his operations or neglect. B. If it is determined by the Landscape Architect or Owner's authorized representative that additional adjustments or nozzle E. The Contractor shall secure the required licenses and permits including payments of charges and fees, give required notices to the Contractor's expense. Any and all damages to existing improvement resulting either from faulty materials or workmanship, or changes will be required to provide proper coverage, all necessary changes or adjustments shall be made prior to any planting. public authorities, verify permits secured or arrangements made by others affecting the work of this section. State of California from the necessary repairs to correct same, shall be repaired to the satisfaction of the owner by the Contractor, all at no additional E. Diagrammatic Intent: licensed contractor is recommended. cost to the Owner. C. The entire system shall be operating properly before any planting operations commence. Z The drawings are essentially diagrammatic. The size and location of equipment and fixtures are drawn to scale where O possible. Provide offsets in i in and Chan es in a ui ment locations as necessa to conform with structures and to avoid D. Automatic control valves are to be adjusted so that the irrigation heads and drip tubing operate at the pressure 1.04 Submittals C. Guarantee shall be submitted on Contractors own letterhead as follows: p piping g g equipment necessary Ln obstructions or conflicts with other work at no additional expense to Owner. recommended by the manufacturer. A. Materials List: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM oC F. Layout: 3.13 Testing and Observation W 1. After award of contract and before any irrigation system materials are ordered from suppliers or delivered to the job site, submit to We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials and 1. Prior to installation, the Contractor shall stake out all pressure supply Imes, routing and location of sprinkler heads, valves, 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 the Owner a complete list of all irrigation system materials, or processes proposed to be furnished and installed as part of this workmanship, and the work has been completed in accordance with the drawings and specifications, ordinary wear and tear and p pp Y g p contract. unusual abuse, or neglect excepted. We agree to repair or replace any defective material during the period of one year from date of backflow preventer, and automatic controller. accepted by the Landscape Architect, Owner, and governing agencies. 0 filing of the Notice of Completion and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional cost to the owner. We shall make such repairs or replacements within 10 calendar days following written notification 2. Layout irrigation system and make minor adjustments required due to differences between site and drawings. Where piping B. The Contractor shall be solely responsible for notifying the Landscape Architect, Owner, and governing agencies, a 2. The submittals shall include the following information: p p Y 9 <1<1<<<<] by the owner. In the event of our failure to make such repairs or replacements within the time specified after receipt of written notice is shown on drawings under paved areas, but running parallel and adjacent to planted areas, install the piping in the planted minimum of 48 hours in advance, where and when the work is ready for testing. a. A title sheet with the job name, the contractors name, contractor's address and telephone number, submittal date and submittal from owner, we authorize the owner to proceed to have said repairs or replacements made at our expense and we will pay the costs areas. number. and charges therefore upon demand. C. When the sprinkler system is completed, the Contractor shall perform a coverage test of each system in its entirety to G. Water Supply: determine if the water coverage for the planted areas is complete and adequate in the presence of the Landscape Architect. b. An index sheet showing the item number(i.e. 1,2,3, etc.); an item description (i.e. sprinkler head); the manufacturer's name (i.e. PROJECT NAME: - 0- DV/36V � and thepage(s) in the submittal set that contain the catalog cuts. Connections to, or the installation of, the water supply shall be at the locations shown on the drawings. Minor changes D. The Contractor shall furnish all materials and perform all work required to correct any inadequacies of coverage due to Hunter Industries); the item model number(i.e. 14 A ), 9 PROJECT LOCATION: caused by actual site conditions shall be made at no additional expense to Owner. deviations from the plans, or where the system has been willfully installed as indicated on the drawings when it is obviously c. The catalog cuts shall be one or two pages from the most recent manufacturer's catalog that indicate the product submitted. Do inadequate, without bringing this to the attention of the Landscape Architect. This test shall be accepted by the Landscape not submit parts lists, exploded diagrams, price lists or other extra information. CONTRACTOR NAME: H. Electrical Service: Architect and accomplished before starting any planting. d. The catalog cuts shall clearly indicate the manufacturer's name and the item model number. The item model number, all ADDRESS: 1. Connections to the electrical supply shall be at the locations shown on the drawings. Minor changes caused by actual site E. Final planting inspection will not commence without record drawings as prepared by the Irrigation Contractor. specified options and specified sizes shall be circled on the catalog cuts. TELEPHONE: conditions shall be made at no additional expense to Owner. 3.14 Maintenance e. Submittals for equipment indicated on the legend without manufacturer names, or"as approved", shall contain the manufacturer, SIGNED: 2. Contractor shall make electrical connections to the irrigation controller. Electrical power source to controller locations shall Class or Schedule, ASTM numbers and/or other certifications as indicated in these specifications. be provided by others. During the maintenance period the Contractor shall adjust and maintain the irrigation system in a fully operational condition DATE: providing complete irrigation coverage to all intended plantings.T f. Submittal format requirements: 3.02 Trenching 3.15 Completion Cleaning � 3: i. Submittals shall be provided as one complete package for the project. Multiple partial submittals will not be reviewed. PART 2- MATERIALS A. Excavations shall be straight with vertical sides, even grade, and support pipe continuously on bottom of trench. Trenching 2 Summary excavation shall follow layout indicated on drawings to the depths below finished grade and as noted. Where lines occur Clean up shall be made as each portion of the work progresses. Refuse and excess dirt shall be removed from the site, all ii. Submittal package shall be stapled or bound in such a way as to allow for disassembly for review processing. under paved area, these dimensions shall be considered below subgrad e walks and paving shall be broomed, and any damage sustained on the work of others shall be repaired to original conditions. Use only new materials of the manufacturer, size and type shown on the drawings and specifications. Materials or equipment Q iii. Submittal package shall have all pages numbered in the lower right hand corner. Page numbers shall correspond with submittal installed or furnished that do not meet Landscape Architect's, Owner's, or governing agencies standards will be rejected and shall B. Provide minimum cover of 18 inches on pressure supply lines 2 inches and smaller. END OF SECTION index. be removed from the site at no expense to the Owner. CITY OF PALM DESERT MAINTENANCE C. Provide minimum cover of 18 inches for control wires. 0 > M 3. The Landscape Architect or Owner's authorized representative will allow no substitutions without prior written acceptance. No 2.02 Pipe 1. The Contractor shall maintain during installation a sufficient number of men and adequate equipment to perform the work � D. Provide minimum cover of 36 inches on pressure supply lines under vehicular travel ways. herein specified. All maintenance work shall meet or exceed the the City of Palm Desert's "Low Water Ordinance"; and follow Q r (0 changes without City approval. the maintenance schedule & guidelines established in the City of Palm Desert's "Desert Flora" Maintenance Guide, current CAI 0 A. Pressure supply lines 2 inches in diameter shall be Class 315 solvent weld PVC. Piping shall conform to ASTM D2241. edition. a0 0 4. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only E. Provide minimum cover of 12 inches for non-pressure lines. CC Z Q T supplement the guarantee. B. Non-pressure lines 3/4 inch in diameter and larger downstream of the remote control valve shall be CL. 200 solvent weld PVC conforming to ASTM D1785. F. Pipes installed in a common trench shall have a 4-inch minimum space between pipes. 0 = 04 5. The Landscape Architect or Owner's authorized representative will not review the submittal package unless provided in the format CO W CO described above. 2.03 Metal Pipe and Fittings 3.03 Backfilling CERTIFICATE OF PROJECT COMPLETION W Z B. Substitutions: A. Brass pipe shall be 85 percent red brass, ANSI, IPS Standard 125 pounds, Schedule 40 screwed pipe. 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. Project Names_________________ Parcel Map or Tract No, ___--_______-__ Z V ; 1. If the Irrigation Contractor wishes to substitute any equipment or materials for those equipment or materials listed on the irrigation � � er 0 B. Backfill shall be tamped in 4-inch layers under the pipe and uniform) on both sides for the full width of the trench and the O T- � v B. Fittings shall be medium brass screwed 125- ound class. p Y p p Y Project Location_________ _______ drawings specifications, he may do sob providing the following information to the Landscape Architect or Owners authorized g p Yp 9 9 P g p Y length of the pipe. Backfill materials shall be sufficient) dam to permit thorough compaction, free of voids. Backfill shall representative for approval. No changes without City approval. full g p p y p p g p , be compacted to d density equal to adjacent undisturbed soil and shall conform to adjacent grades.C. Copper pipe and fittings shall be Type K sweat soldered. p dry Y q 1 J g Maximum Water Allowance___________________________________________ 2. Provide a written statement indicating the reason for making the substitution. (In hundred cubic f eet) 2.04 Plastic Pipe and Fittings C. Flooding.trenches in lieu of tamping is not allowed. 3. Provide catalog cut sheets, technical data, and performance information for each substitute item. Estimated Total Annual Water Use: A. Pipe shall be marked continuously with manufacturer's name, nominal pipe size, schedule or class, PVC type and grade, National D. Under no circumstances shall truck wheels be used to compact backfill. 4. Provide in writing the difference in installed price if the item is accepted. Sanitation Foundation approval, Commercial Standards designation, and date of extrusion. (in hundred cubic f eet) E. Provide sand backfill a minimum of 4 inches over and under all piping under paved areas. 1.05 Existing Conditions B. All plastic pipe shall be extruded of an improved PVC virgin pipe compound in accordance with ASTM D2672, ASTM D2241 or Preliminary Project Documentation Submitted: (initials indicates submittal) Q ASTM D1785. 3.04 Piping A 1 A. The Contractor shall verify and be familiar with the locations, size and detail of points of connection provided as the source of _____1, Grading design plan ��1 water, electrical supply, and telephone line connection to the irrigation system. C. All solvent weld PVC fittings shall be standard weight Schedule 40 (and Schedule 80 where specified on the irrigation detail A. Piping under existing pavement may be installed by jacking, boring, or hydraulic driving. No hydraulic driving is permitted Z Q a) a sheet) and shall be injection molded of an improved virgin PVC fitting compound. Slip PVC fittings shall be the 'deep socket" under asphalt pavement. -----2, LandscaP desi n 9 plan Q Z Z B. Irrigation design is based on the available static water pressure shown on the drawings. Contractor shall verify static water on the bracketed type. Threaded plastic fittings shall be injection molded. All tees and ells shall be side gated. All fittings shall conform to B Cutting or breaking of existing pavement is not permitted. 3. Irrigation desi n plan J B.project prior to the start of construction. Should a discrepancy exist, notify the Landscape Architect and Owner's authorized ASTM D2464 and ASTM D2466. ----- g g p representative prior to beginning construction. W LL CL D. All threaded nipples shall be standard weight Schedule 80 with molded threads and shall conform to ASTM D1785. C. Carefully inspect all pipe and fittings before installation, removing dirt, scale, burrs, and reaming. Install pipe with all --_-_4. Irrigation schedules markings up for visual inspection and verification. 0. J W C. Prior to cutting into the soil, the Contractor shall locate all cables, conduits, sewer septic tanks, and other utilities as are 0�^^ V Q commonly encountered underground and he shall take proper precautions not to damage or disturb such improvements. If a conflict E. All solvent cementing of plastic pipe and fittings shall be a two-step process, using primer and solvent cement applied per the Post installation Inspections (initials indicate completion) LU exists between such obstacles and the proposed work, the Contractor shall promptly notify the Landscape Architect and Owner who manufacturer's recommendations. Cement shall be of a fluid consistency, not gel-like or ropy. Solvent cementing shall be in D. Remove all dented and damaged pipe sections. W will arrange for relocations. The Contractor will proceed in the same manner if a rock layer or any other such conditions are conformance with ASTM D2564 and ASTM D2855. _____A. Plants installed as specified V encountered. E. All lines shall have a minimum clearance of 4 inches from each other and 12 inches from lines of other trades. I F. When connection is plastic to metal, female adapters shall be hand tightened, plus one turn with a strap wrench. Joint compound __-_-B, Irrigation systems installed as designed W. 0 D. The Contractor shall protect all existing utilities and features to remain on and adjacent to the project site during construction. shall be non-lead base Teflon paste, tape, or equal. F. Parallel lines shall not be installed directly over each other. Z Contractor shall repair, at his own cost; all damage resulting from his operations or negligence. Comments:____________________________________ W 2.05 Valves G. In solvent welding, use only the specified primer and solvent cement and make all joints in strict accordance with the .J o UJ manufacturer's recommended methods including wiping all excess solvent from each weld. Allow solvent welds at least 15 E. The Irrigation Contractor shall coordinate with the General Contractor for installation of required sleeving as shown on the plans. Q ------------------------------------------------------------ A. Ball Valves minutes setup time before moving or handling and 24 hours curing time before filling. W F. The Contractor shall verify and be familiar with the existing irrigation systems in areas adjacent to and within the Project area of A copy of this certif ication has been provided to Owner/Developer and District 0) _J Ir work. 1. Ball valves 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 M Q manufacturer. Comments:________________________ ----------------------------- CL G. The Contractor shall protect all existing irrigation systems, in areas adjacent to and within the project area of work, from damage 2. Ball valves shall be constructed of PVC and shall be fully ported. Ball valves shall have threaded connections. M I. Centerload all plastic pipe prior to pressure testing. LL, O due to his operations. 3. All ball valves shall have a minimum working pressure of not less than 150 PSI and shall conform to AWWA standards. H. Contractor shall notify Owner's Representative if any existing system is temporarily shut off, capped or modified. Provide 48-hour J. All threaded plastic-to-plastic connections shall be assembled using Teflon tape or Teflon paste. It is my opinion that the work outlined above has been completed in substantial t V O accordance with Coachella Valley Water District and The City of Palm Desert's w_ r notice, prior to turning off or modifying any existing irrigation system. C. Automatic Control Valves: K. For plastic-to-metal connections, work the metal connections first. Use a non-hardening pipe dope an all threaded Landscape and Irrigation Guidlines, 0 0. < r O I. The Contractor shall repair or replace all existing irrigation systems, in areas adjacent to and within the project area of work, 1. Automatic control valves shall be of the manufacturer, size, and type indicated on the drawings. plastic-to-metal connections, except where noted otherwise. All plastic-to-metal connections shall be made with plastic female 0-ce- < ) � U U damaged by the construction of this project. Adjacent irrigation systems shall be made completely operational and provide complete adapters. V� ------------------------------------------------------------------------------ coverage of the existing landscaped areas. All repairs shall be complete to the satisfaction of the Owner's Representative. 2. Automatic control valves shall be electrically operated. Landscape Architect Signature Date License No. 3.05 Controller 1.06 Inspections 2.06 Valve Boxes SHEET DESCRIPTION A. The exact location of the controller shall be approved by the Landscape Architect or Owner's authorized representative service shall be coordinated with this location. A. The Contractor shall permit the Landscape Architect and Owner's authorized representative to visit and inspect at all times any A. Valve boxes shall be fabricated from a durable, weather-resistant plastic material resistant to sunlight and chemical action of before installation. The electricalP T These plans have been reviewed by the Coachella Valley Water District to accordance IRRIGATION part of the work and shall provide safe access for such visits. soils. � with Water Code Title 7 Division 1 Chapter 3 Article 10.8 Section 65597 et seq. B. The Landscape Contractor shall be responsible for the final electrical hook up to the irrigation controller. SPECIFICATIONS requiring efficient landscape and irrigation design in cooperation. with the local B. Where the specifications require work to be tested by the Contractor, it shall not be covered over until accepted by the Landscape B. The valve box cover shall be green in color(tan color in decomposed granite) and secured with a hidden latch mechanism or Architect, Owner's authorized representative, and/or governing agencies. The Contractor shall be solely responsible for notifying the bolts. C. The irrigation system shall be programmed to operate during the periods of minimal use of the design area o i s T R a governing agency (City Or County). 'Approval of this drawing by CVWD staff does not Landscape Architect, Owner, and governing agencies, a minimum of 48 hours in advance, where and when the work is ready for constitute approval to encroach into district and USBR Rights-of--Way. Trees, plants, testing. Should any work be covered without testing or acceptance, it shall be, if so ordered, uncovered at the Contractor's expense. C. The cover and box shall be capable of sustaining a load of 1,500 pounds. 3.06 Control Wring walls, and permanent structure of any kind may not be planted or installed in CVWD A. Low voltage control wiring shall occupy the same trench and shall be installed along the same route as the pressure supply and USBR easements or right-of-way without first obtaining an encroachment permit DESIGNED S�.A C. Inspections will be required for the following at a minimum: D. Valve box extensions shall be by the same manufacturer as the valve box. lines whenever possible. from CVWD. DRAWN 1. System layout E. The plastic irrigation valve box cover shall be an overlapping type. S-I-A 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. 2. Pressure test of irrigation mainline (Six hours at 125 PSI or 120% of static water pressure, which ever is greater). Mainline 2.07 Automatic Controller Bundle shall be secured to the mainline with tape at intervals of 20 feet. DATE WATER MANAGEMENT SUPERVISOR CHECKED SMP pressure loss during test shall not exceed 2 PSI. C. All connections shall be of an approved type and shall occur in a valve box. Provide an 18-inch service loop at each DATE A. Automatic controller shall be of the manufacturer, size, and type indicated on the drawings. 1.31.07 3. Coverage test of irrigation system. Test shall be performed nor to an lantin connection. j 9 9 Y P P � Y planting. CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR I B. Controller enclosure shall be of the manufacturer, size, and type indicated on the drawings. JOB NO. 4. Final inspection prior to start of maintenance period D. An expansion loop of 12 inches shall be provided at each wire connection and/or directional change, and one of 24 inches 261454 2.08 Electrical shall be provided at each remote control valve. CAD FILE 5. Final acceptance E. A continuous run of wire shall be used between a controller and each remote control valve. Under no circumstances shall A. All electrical equipment shall be NEMA Type 3 waterproofed for exterior installations. Yp p splices be used without prior approval. SHEET NUMBER D. Site observations and testing will not commence without the field record drawings as prepared by the Irrigation Contractor. complete and u to date for each site visit. B. All electrical work shall conform to local codes and ordinances. NOTE: Sweeney IG associates Record drawings must comp) p ANY CHANGES TO THE APPROVED PLAN MUST BE IRRIGATION DESIGN AND CONSULTING , E. Work that fails testingand is not accepted will be retested. Hour) rates and expenses of the Landscape Architect, Owner's 2.09 Low Voltage Control Wiring SUBMITTED IN WRITING TO THE CITY OF PALM CaliforniaI S P Y 38730 Sky Canyon Drive,Suite C � authorized representative, and governing agencies for reinspection or retesting will be paid by the Irrigation Contractor at no DESERT FOR APPROVAL PRIOR TO INSTALLATION Murrieta,CA 9 563 additional expense to Owner. A. Remote control wire shall be direct-burial AWG-UF type, size as indicated on the drawings, and in no case smaller than 14 951.461.6830 p 951.461.6850 f gauge. email@sweeneyassoc.com www.sweeneyassoc.com B. Connections shall be of the manufacturer, size, and type as indicated on the drawings Murrieta, California-Austin,Texas Ft. Lauderdale, Florida OF 6 SHEETS PLAN SET "C" 04-02-07 UTILITY SYMBOL LEGEND NOTE ® TYPICAL A/C LOCATION ALL PLANT MATERIAL SHALL BE APPRO\/ED BY LANDSCAPE ARCHITECT PRIOR TO DELIVERY. ® ALTERNATE A/C LOCATION KEY M A P CONTRACTOR SHALL PRO\/I DE LANDSCAPE ARCHITECT A I TH PHOTOGRAPHS AND SPECIFICATIONS OF ® PRE-PLOT GRANNY FLAT A/C MATERIAL RECOMMENDED TO BE PURCHASED BY THE CONTRACTOR. FOR ALL TREES ABOVE 56" BOX, POSSIBLE FUTURE GRANNY FLAT A/G s-U T� MA L , TRANSFORMER (ABOVE GROUND) SUMM CONTRACTOR SHALL PROVIDE PHOTO OF EACH SPECIMEN. FOR ALL TREES / SHRUBS 24" BOX AND "°`N_ '`�' .� Ty��sTq LANDSECAPE ARCHITECTS PARTNERS, INC NKY fi A O R"� 34197 COAST HIGHWAY, SUITE 200 PRIMARY PU BOX FLUSH u I, ,>.� PRIM LL (FLUSH) 'S' UNDER, CONTRACTOR MAY SUBMIT A REPRESENTATIVE PHOTOGRAPH. LANDSCAPE ARCHITECT o ��;,.;� �c,,�'cy DANA POINT, CALIFORNIA 92629 Me-:. MAILBOX 'C` �P (949) 443.1446 FAX (949) 443-1631 RESERVES THE RIGHT TO REJECT MATERIAL DELI VERY TO THE SITE NOT PRE\/I OUSLY APPRO\/ED, OR [ t „ , zo NOT REPRESENTATI\/E OF THE APPRCVED PHOTOGRAPHS. 1- "X50° ELECTRICAL BOX (FLUSH) L _ ' 1% ALL PHOTOGRAPHS SHALL CONTAIN A PERSON OR MEASURE I NG POLE, AND FRAME THE ENTIRE TREE / ® 17"x30" TELEPHONE BOX (FLUSH) o �No scgp� ❑ 9"Xq" GABLE TV. BOX (ABOVE GROUND) (( F. Murph I SHRUB. SPECIFICATIONS SHALL ADDRESS GAL I PER, HE I GTH $ W I DTH OF TREE / SHRUB. P �,e �M y ti ONLY PLANTS WITH STRONG TRUNKS, 00D BRANGH C V El AND INTACT LOVER BRANCHES IRRIGATION CONTROLLER / POWER PED. n Uj �o� o � AI LL BE ACCEPTED. FIRE HYDRANT a Signature l RATER METER i 0 7-31-08 ALL PLANT MATERIAL SHALL MEET THE AMERICAN NURSERY STANDARD ANSI 500 AND ARIZONA IIIOV. BOLLARD LIGHT �i * Renewal Date THI5 PLAN REFLECTS RECOMMENDED JJ Date P NURSERY I SA STANDARDS. LIGHT FIXTURE LOCATIONS ONLY. THE �TFCF CALIFC�� OWNER SHALL HAVE THEIR ELECTRICAL ENGINEER RECOMMEND ACTUAL FIXTURES. FRANK S I NATRA REGARDLESS OF PREVIOUS LANDSCAPE ARCHITECT OR OV�INER APPROVALS; THE GITY OF PALM ELECTRIC ENGINEER SHALL BE These drawings and/or the RESPONSIBLE FOR ALL ELECTRICAL NOT TO SCALE PROJECT accompanying specifications DESERT LANDSCAPE INSPECTOR AND MANAGER RESERVES THE RIGHT TO REJECT ANY AND ALL PE516N AS NEEDED TO MEET THE CITY OF LOCATION are the exclusive property of PLANT MATERIAL. PALM DE5ERT'S LIGHTING ORDINANCE. Summers/Murphy & Partners, Inc. and their use and publi- ALL LIGHTING SHALL BE APPROVED BY cation shall be restricted to the THE CITY OF PALM DESERT PLANNING original site for which they DEPARTMENT PRIOR TO INSTALLATION. were prepared. Re-use, repro- duction or publication by any u�uuu method i is \ n whole or part, MATCHU -� f���_ - - _ 2C O L' 0 1 CR ---- T (� \ ( prohibited except by written _ ° O ` permission from Summers I — — — — --- ------¢---- --- I UNIT 32 1— P / UNIT 45 ° - o ° UNIT 46 ° a o ® Murphy & Partners, Inc. ` \, - ��/ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ i « ❑ TRANS- ❑ PRIMARY O TRANS- ❑ O FORMER PULLBOX GO 00 IT _ FORMER Yr, TOYS ``_ — — O / t — —• — / J(36) A o _ 651 1 -AL - - _ « i o FIe o o• _ - « a « ®o --� o « « « n o — 1CRg _ _ _ _ ° _ —. o _ _ — LLJ l ° F E UNIT19 663 ° 1` S _ FS - O - - - - - - - - - : - - - - - - - - - - - - - - - F - - ® - - -24)- - - - - - - - -F - - - ® . �' - - - — - _ o / 2CR --- PG(36) (1 - _ 1°5) . 1 Ele 1°5) � UNIT 13 � - ° � � _ � � I ❑ o I C 677 687 o -; ® � 6) 653 0 665 675 0 L J GT 4 — o v L D ° OE (36) 2B ----- —I H 6 « - e o o a 2B -- ---- 1 CR o _ e -- - o 0 o a -- - o _ m a a e a � -- - - UNIT 18 ____ l ! UNIT 12 UNIT7 0 ' UNITE UNIT 1 0 ° 0 0 - g ° _ .. Qv Mw., (1°5 __ CS CS -� ® o , — n G «36 � � � � — (36) c�`6) -- _ ) � � � � � � �® � a u (� -- CT (2 ' ___• 1�) � e d 3 e F ❑ ) -- -- 1 9 - L ° FS (1t) ( 1— CS — ° �1 ( r) --- L —1 Teo a C 4 36) — F ❑ CV O®• L 655 3BR --- _ I 667 673 ' q -- - 679 UNIT 2 UNIT 14 -- --- - -- I 3A -- ° o [� 3C _ - - 3AR -- �__ f 3C ❑ M G p ) « C 36) I I -- - 71T)�117� IT F -1 2 - F 7 UNIT 5 O - - O o UNIT 17 �n �S 36 F 7 o U N ° 8 0 0 _ ( - 0 0 ° (36) ❑ -- ° .p L -- o (d c36) ( ) � MQ (� ---- L � CV(36) � FS eI° • EIe. 1`�) 657 659 C c2 - SS Cs - - c3 66 71 H(36) - �, ] 0 681 683 O r 0 w ° «o - - 1 g 2BR o a o co ° ZA 1BR -- - 2AR p a o - e 9 ' o a o e — - o � � � �, o UNIT 16UNIT 15 GE (36> o UNIT 10 UNIT9 F J UNIT UNIT °' N T o -1 F CV(3 2 --- � 8 Uj � V(36 C� � ® Q ( ) d o LI 3 � - Z ^ __— ® —J n / / / / f / / , / / / i ' / / f i i 7 77,/ _. __ i i /� i T V / / / //� % I F,ER/TV F,R , Sl.f�l , / -, / REFEf TC f�A�IK ; / NK/s �fA�TRa - % / // /i / / 'S fR�� A�E PL'A (s/ / / % /, i ,� / / f / / ` / / f ' / / / '/ f /. ' / Q�1D .� V V / / f / / // / ,', '/ f // , / `f// / �LLLJ, /' / / / i 1 / / j j` / / / ' / / / PIREPAI�L. / / i i / / i / / / %/ i� , / i / i" / / , — Q � N Q ALL TREES TO BE LOW BRANCHING SINGLE TRUNK Z Z co) OR MULTI—BRANCHED AS NOTED. ALL TREES TO Q1= :5 HA\/E LOWER BRANGHES IN—TACT. NO LIFTING OF G �• •D• O CITY OF (V�I.U.C.O.L.S.) TREE CANOPY OR TOPPING OF TREES IS PERMITTED CITY OF (V�I.U.C.O.L.S.) W a NES ALL \/INES TO BE STAKED PALM DESERT REGION 6 LEGEND WITHIN THE GITY OF PALM DESERT. PALM DESERT REGION J W Q a. S`I'MBOL ]DESCRIPTION SIZE OTY. WATER NEED V�IATER NEED SYMBOL DESCRIPTION SIZE OTY. WATER NEED V�IATER NEED W V U BOUGA I N\/I LLEA 'SAN D I EGO RED' 5 GAL. 14 LOW / MOD 0.5 MOD AS(24) AGAC I A STENOPHYLLA 24" BOX LOW BRANGH 10 LOW / MOD 0.5 LOW NOTE: C + BOUGAIN\,/ILLEA IO' O.G. " SHOESTRING ACACIA NO TREE5 SHALL BE PLANTED WITHIN G.V.W.D. EASEMENT OR RIGHT-OF WAYS. (W Z GELSEM I UM SEMPER\/I REVS 5 GAL• MOD 0.5 MOD 10' O.G. AJ(36) ALB 1 Z I A UL I BR I SS I N 56" BOX MULTI BRANGH S MOD 0.5 MOD NOTE: Q W CAROLIANA JESSAMINE SILK TREE CONTRACTOR SHALL IDENTIFY AND NOTIFY LANDSCAPE ARCHITECT OF ALL LONI CERA JAPONI GA 'HALL I ANA' 5 OAL. 65 MOD 0.5 MOD ti W - 10' O.G. CV(36) GALLISTEMON \/IMINALIS 56" BOX LOW BRANCH II MOD 0.5 MOD UTILITY CONFLICTS PRIOR TO INSTALLATION th HALLS HONEYSUCKLE >s 5 GAL. 32 MOD 0.5 MOD E30TTLE5RUSH TREE _ M < Q ROSA BANKS I AE I O' O.C. CS CITRUS —\/ALENC I A ORANGE 36" BOX LOW BRANGH 8 MOD / HIGH .05 MOD Cr) LADY BANKS' ROSE G1 TY OF PALM DESERT Z (36) DWARF ORANGE FROM COACHELLA \/ALLE'Y GROWERS ONLY IN5PEGTION 5GHEDULE NOTE Z � 0 CH(24) CH(36) GHAMAEROPS HUM I L I S 24" BOX MULTI—TRUNK 8 MOD .05 Q « a MOD REFER TO THE TITLE SHEET FOR THE CITY OF w V MED. FAN PALM 56" BOX MULTI—TRUNK 5 MOD .05 M0D PALM DE5ERT'S INSPECTION SCHEDULE. < � o NOTE: ALL INSTALLATION AND MAINTENANCE SHALL MEET OR EXCEED CT (24) GHITALPA TASHKENTENIS 24" BOX LOW BRANGH 5 MOD 0.5 MOD ~ U U « THE GITY OF PALM DESERTS "LOVN WATER ORDINANCE" AND GHITALPA FOLLOW THE MAINTENANCE SCHEDULE I$ GUI DEL I NES FS FOUOU I ERI A SPLENIDENS 15 GANES MIN. 26 LOW 0.2 LOW SHEET DESCRIPTION (1`�) 5 HIGH MIN. T These plans have been reviewed by the Coachella Valley Water District in accordance OCOTILLO P with Water Code Title 7 Division 1 Chapter 3 Article 10.8 Section 65597 et se ESTABLISHED I N THE GITY O� PALM DESERTS "DESERT FLORA" ' � p q. TREE AND VINE LI(36) LAGERSTROEM I A I ND I GA 56" BOX LOW BRANGH -7 LOW / MOD 0.5 MOD requiring efficient landscape and irrigation design in cooperation with the local MAINTENANCE GUIDE, CURRENT EDITION. GRAPE MYRTLE ° s r R governing agency (City or County). "Approval of this drawing by CVWD staff does not PLANTING constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, MQ (36) MELALEUGA OU I NOUENER\/I A 56" BOX LOW BRANCH I Cl MOD .05 MOD walls, and permanent structure of any kind may not be planted or installed in CVWD SO 1 L AMENDMENT NOTE « CAJEPUT TREE and USBR easements or right-of-way without first obtaining an encroachment permit AT THE OONCLU51ON OF RO UGH GRADING AN AGRONOMIC SOILS ANALYSIS SHALL BE MO1� from CVWD. DESIGNED SMP PREPARED BY THE OWNER AND FURNISHED TO THE CITY OF PALM DESERT FOR THEIR REVIEW of (36) OLEA EUROPAEA 36" BOX LOW BRANGH 5 MOD 05 DRAWN AND APPRO\/AL. THE INSTALLING CONTRACTOR SHALL INSTALL ONLY THOSE SOIL « OLI\/E DATE WATER MANAGEMENT SUPERVISOR JL AMENDMENTS AND FERTILIZERS AS APPROVED BY THE CITY OF PALM DESERT LANDSCAPE LOW CHECKED JL SPECIALIST. PF(36) PARKINSONIA FLORIDA 56" BOX LOW BRANGH 2 LOW 0.2 BLUE PALO \/ERIDE CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR DATE 1.31.07 GROUND PD(12') PHOENIX X DAGTYL I FERA 12' B.T. (BARE ROOT) 4 MOD 0.5 MOD JOB NO. 261454 P DESCRIPTION a CAD FILE SYM�30L DATE PALM PG(36) PROSOPIS GLANDULOSA 56" BOX MULTI BRANGH 5 LOW / MOD 0.5 LOW SHEET NUMBER is 2 " THICK LAYER AFTER COMPACTEID DECOMPOSED TEXAS HONEY MESQUITE SCALE : 1 " = 20 ' NO SYMBOL GRANITE. ALL SHRUB BEDS. "NEVI CALIFORNIA GOLD" Qv (36) GUERCUS \/IRGINIANA 36" BOX LOW BRANGH 10 MOD .05 MOD TP _l 5/0" M 1 NUS WITH I I % FINES. AVAILABLE BY KRC ROCK. ° SOUTHERN L I\/E OAK (�6 O) �44-IOSC, www . rcrOGk.corn wR (10 ) WASHINGTONIA ROBUSTA— HYBRID 10' B.T. (BARE ROOT) OO HIGH .05 MOD NORTH ° O' 20' 40' 60' OF 20 SHEETS MEXICAN FAN PALM PLAN SET "C" 04-02-07 NOTE : UT/L/TY SYMBOL LFGBNv ® NOTE : TYPICAL A/C LOCATION - ALL. INSTALLATION AND MAINTENANCE SHALL MEET OR EXCEED THE M ALTERNATE A/C LOCATION ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO DELIVERY. ® PRE-PLOT GRANNY FLAT A/G KEY MAP CITY OF PALM DESERTS "LOW WATER ORDINANCE" AND FOLLOW THE CONTRACTOR SHALL PROVIDE LANDSCAPE ARCHITECT WITH PHOTOGRAPHS AND SPECIFICATIONS OF POSSIBLE FUTURE GRANNY FLAT A/C MAINTENANCE SCHEDULE $ GUI DEL I NES ESTABL I SHED IN THE C I T1' OF MATERIAL RECOMMENDED TO BE PURCHASED BY THE CONTRACTOR. FOR ALL TREES ABOVE SC" ,�2M,� TRANSFORMER (ABOVE GROUND) Soy TF BOX, CONTRACTOR SHALL PROVIDE PHOTO OF tiF sT sunw�ERs/MURPHY PARTNERS, INC PALM DESERTS DESERT FLORA MAINTENANCE GUIDE, CURRENT EACH SPED I MEN. FOR ALL TREES / SHRUBS 24 BOX �ti qT�` �, LANDSCAPE ARCHITECTS R PRIMARY PULLBOX (FLUSH) /A ABC,S/C O 4R� 34197 COAST HIGHWAY, SUITE 200 EDITION. AND UNDER, CONTRACTOR MAY SUBMIT A "REPRESENTATIVE" PHOTOGRAPH. LANDSCAPE ARCHITECT , -y DANA POINT, ICHWRNIA SUITE 2 j� RESERVES THE RIGHT TO REJECT MATERIAL DELI\/FRY TO THE S I M«=" MAILBOX - c �� (949) 443.1446 FAx 949 443.16 SITE NOT PREVIOUSLY APPROVED OR _ -- r ( ) 31 ® 11"XBO" ELECTRICAL BOX (FLUSH) - - ; _ \ '9/� rOD NOT REPRESENTATIVE OF THE APPROVED PHOTOGRAPHS. ALL PHOTOGRAPHS SHALL CONTAIN A PERSON OR MEASURING POLE, AND FRAME THE ENTIRE TREE 1 0 1-'"' " TELEPHONE BOX (FLUSH) �"X9 GABLE N. SOX (ABOVE GROUND) �' - ® ��.� N,�Murrph p 1�ENT NOTE Fq 501 L ANfEND SHRUB. SPECIFICATIONS SHALL ADDRESS CALIPER, HEIGHT $ WIDTH OF TREE / SHRUB. y R /�� G• C' ONLY PLANTS WIT ❑ I RIGATION CONTROLLER / POWER FED. � ti H S i TRONG TRUNKS, GOOD BRANCH CONF I GU \, � •. y RATION AND I INTACT LOWER BRANCHES ; FIRE HYDRANT W QI AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS ANALYSIS SHALL BE WILL BE ACCEPTED. PREPARED BY THE OWNER AND FURNISHED TO THE CITY OF PALM DESERT FOR THEIR REVIEW WATER METER Signature o AND APPROVAL. THE INSTALLING CONTRACTOR SHALL INSTALL ONLY THOSE SOIL 97-31-oe • IIIOV. BOLLARD LIGHT Renewal Date ENDMENTS AND FERTILIZERS AS APPROVED BY THE CITY OF PALM DESERT LANDSCAPE ALL PLANT MATERIAL SHALL MEET THE AMERICAN NURSERY STANDARD ANSI SOO AND ARIZONA THIS PLAN REFLECTS RECOMMENDED MANAGER. NUR SERY I SA STANDARDS. LIGHT FIXTURE LOCATIONS ONLY. THE Date �P 9 OWNER SHALL HAVE THEIR ELECTRICAL TF OF'CALIFO�� ENGINEER RECOMMEND ACTUAL FIXTURES. FRANK SINATRA REGARDLESS OF PREVIOUS LANDSCAPE ARCHITECT OR OWNER APPROVALS; THE CITY OF PALM ELECTRIC ENGINEER SHALL BE These drawings and/or the RESPONSIBLE FOR ALL ELECTRICAL NOT TO SCALE PROJECT accompanying DESERT LANDSCAPE INSPECTOR AND MANAGER RESERVES THE RIGHT TO REJECT ANY AND ALL PALM DE 5 NEEDED TO MEET THE CITY OF are the specifications SERT'S LIGHTING ORDINANCE. LOCATION exclusive property of PLANT MATERIAL. Summers/Murphy & Partners, ALL LIGHTING SHALL BE APPROVED BY Inc. and their use and publi- THE CITY OF PALM DESERT PLANNING cation shall be restricted to the DEPARTMENT PRIOR TO INSTALLATION. original site for which they were prepared. Re-use, repro- tion or publication by any - 1 ,// .,\ xv o .. - •I - - - - - - - - - - I II, method, n whole or part, is F_`-1 prohibited except by writtenEmma� L - UNIT 32 1 CR permission from Summers/ UNIT45 Murphy Partners, Inc.NIT 4 � �� ® _ _ - - - - _ - - - - -0- - - - (PIP - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o - - - - - ' R _ I -, - -- - \ � _. __ FORMER ❑ I -. - tF 1t� - -... / o i I _ - - PULLBOX o O,. \1 v THP X h Z ® G 6, , _.K 651 _ , - 1 CR 9 � , LU , G \� B ° 663 • L -1 R77 1 ® B B; 2CR - - - - i U UNIT 13 653 e , 0 . ° o o / # � ,--- _ `` -- • # F __ALL _ '' -.' - 1 . e - x # a0 0 Q ; ' o a • 65 T5 7 _ e I ,----- - r--- - 2B L � 67 687 UNIT 8 1CR UNIT 12 UNIz NIT UNIT 12C 1AR �, a b•°� -- �I Q�QQ o � I • n SS a i o f 1 Fit J f , , . =. . -_ D_t _ . O• A ,, ' X no on 661 -- -- I - Z • q , i � # O v a , I , I 3BR I , , � 685 a 673 3A UNIT 14 I 667� - o it - UN 23C 3ARUNIT 1 3C z UNIT1 U�IT 8 UNIT d - -- Q .. X ' i \ i 657 " b � t 1 X ° ® 2A _ 1 BR a - o �,.I� :��� _ 681 co a o - e Z �o - 683 , r o 669`• _ -n71 1 `. o - e . o _ G e UNIT 16 _ _ _- UNIT 000c°oo °� - 0 9 e _ _ o a a . G � � 0 z O . - o o a ° ® �. a _ UNIT 10 � ---. -� � ; ry - 1 Bg � > o 0 0 3 -Cr. r _ , _ X � UNIT 9 0 ' ;. . •• UNIT 4 UNIT � ,f �, �' � z F -1 � B T W X j i G Z a , 6 REF / ! / �/ j / / f T F\ �7'I. / / /- 7 -, -�j� - - - - - - - - - - - - /' / ,ETf1 K/S I ATf� / / i / / , / / / - - / /' / / / / / R / / Y E fscaPE / / i AN / / /' ,� S / / / FER p / /% i / L i i / / i i / �i / / / i / i' `� / / i / / i % i / R ;f EZ - ,/ Y /P S` , i / \i� / W / / i j / i. i / i i i P // EP i RED. ,BY/ . 1�'TA7 / / / , / RC i, / E D/ �i / S r / / i CITY OF `�/ Q N SHRUBS / GROUNDCOVER LEGEND CITY OF (W.U.G.O.L.S.) <C PALM DESERT REGION-6 SHRUES / GROUNDGOVER LEGEI�ID PALM DESERT REGION-C Z Z co Q = SYMBOL DESGR I PTI ON SIZE QTY. SPAG I NG WATER NEED WATER NEED SYMBOL DESCRIPTIONcc SIZE QTY. SPAG I NO WATER NEED WATER NEED O AGALYPHA MONOSTACHYA 5 GAL. 101 f �' O.G. L Uj J W Y RASPE3ERR FUZZIES OW 0.2 NOT LISTED LANTANA CAMARA VARS. 'NEW GOLD' W � a. S GAL. 75 6' O.G. MOD .05 MOD Q 0- NEW GOLD LANTANA W UQ O AGAVE AMERIGANA 5 GAL. 2� 6' O.G. LOW 0.2 LOW w V CENTURY PLANT LAVANDULA ANGUSTI FOL I A G/TY OF 1= ALM 17E5ER7- GAL. �•� 5 O.G. LOW .02 MOD ~ LAVENDER /N5FECT/ON 5GHEZ7ULE NOTE Cl) � AGAVE GEM I N I FLORA 5 GAL. 41 4' O.G. LOW / MOD .05 LOW W RE se Z TWIN 1=LOWER AGAVE: LE=UGOPYLLUM LAND I DUM FER TO THE TITLE SHEET FOR THE CITY OF U0 SAGE 5 GAL. OO 5' O.G. LOW / MOD .05 LOW PALM DESERTS INSPECTION SCHEDULE. 'J W ® AGAVE DESMETTIANA 5 GAL. 25 6' O.G. LOW / MOD .05 LOW Q � AGAVE LEUCOPHYLLUM FRUTESCENS 5 GAL. 00 8' O.G. O Q ® L W / MOD 05 LOW tti W NOTE: � ch � � ALOE: BARBADENSIS 5 GAL. 30 4' O.G. LOW .02 LOW TEXAS RANGER J � ALOE �E=Rf�` NO TREES SHALL BE PLANTED WITHIN G.V.W.D. EASEMENT OR RIGHT-OF WAY5. = M a Q © T I R I OPE SPECIES I GAL. 00 1 '-6" O.G. MOD .05 MOD M 0- BLUE ALOE BLUE ELF I GAL. 66 2' O.G. LOW .02 LOW TURF LILY NOTE: C� � Z W O ELF ALOE �� � , CONTRACTOR SHALL IDENTIFY AND NOTIFY 0 MYRTUS COMMUNIS COMPACTA 5 GAL. 1 f0 4 O.G. MOD .05 MOD UTILITY CONFLICTS PRIOR TO INSTALLATION ARCHITECT OF ALL Z V Q 2 O BOUGAINVILLEA "RASPE3ERRY ICE" 5 GAL. 14 8' O.G. MOD .05 MOD TRUE: MYRTLE ,-,, Q 2 BOUGAINVILLEA OENOTHERA GAESP I TOSA I GAL. 80 O Q' � �- O ° 2' O.G. LOW .02 LOW °G Cn F- U U GALL I STEMON V I M I NAL I S 'LITTLE JOHN' S GAL. 26 6' O.G. MOD .05 MOD WH I TE-TUFTED EVENING PRIMROSE DWARF WEEPING BOTTLE BRUSH ® PENSTEMON SUPERE3US I GAL. 51 3' O.G. LOW .02 PENSTEMON LOW SHEET DESCRIPTION These plans have been reviewed by the Coachella Valley Water District in accordance GAESALP i N I A PULGHERRI MA 5 GAL. 18 8' O.G. MOD .05 MOD X ROSMAR I NUS OFF I G I NA � � A T F with Water Code Title O OFFICINAL IS S TUSGAN BLUE 5 GAL. 8 6 O.G. MOD .05 MOD 7, Division 1, Chapter 3), Article 10.8, Section 65597 et seq. RED E3 I RD OF PARADISE: ROSE=NARY requiring efficient landscape and irrigation SHRUB PLANTING q g pdesign m cooperation with the local ° s T R c governing agency (City or County). "Approval of this drawing by CVWD staff does not PLAN U G STUS PURPUREUS 5 GAL. 50 5' O.G. MOD .05 LOW RUSSEL I A EQU I SETI FORM I S I GAL. onstitute approval ORCHID ROCKROSE O 8 8 C.C.O MOD .05 NOT LISTED PP to encroach into district and USBR Rights-of-Way. Trees, plants, CORAL FOUNTAIN 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 D SYLIRON WHEELERI 5 GAL. 16 5' O.G. LOW .02 LOW G SALVIA GLEVELANDI I 5 GAL. I� 8' O.G. LOW from CVWD. O 02 LOW DESIGNED DESERT SPOON GLE:VE=LAND SAGE: SMP DODONAEA V I SGOSA 5 GAL. 3 a O.G. MOD .05 MOD g SALVIA GREGG I I 'SIERRA L I NDA" 5 GAL g � . DATE WATER MANAGEMENT SUPERVISOR DRAWN JL HOPSEED BUSH O 6 O.G. MOD 05 MOD RED SALVIA CHECKED JL ® ECHINOCATUS GRUSONI I 5 GAL. 35 5' O,G. LOW .02 LOW ® NESSALLA TENUISSIMA I GAL. 8� S' O.G. LOW .02 MOD CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR DATE GO DEN BARREL CACTUS MEX I CAN FEATHER GRASS 1.31.07 O JOB NO. ESPERALOE PARVIFLORA 5 GAL. III 4' O.G. LOW .02 YUGGA ELATA LOW Y SOAP-TREE YUGGA 5 GAL. 00 10' O.G. LOW .02 LOVy 261454 RED YG UGA CAD FILE \\ LARREA TRI DENTATA 5 GAL. 15 8' O.G. LOW .02 LOW ® BANANA UGGA A 5 GAL. 00 5' O.G. LOW .02 LOW �� SHEET NUMBER CREASOTE 5C AL.E : 1 = 20 ' LANTANA MONTEV I DENS IS 5 GAL. 00 8' O.G. MOD .05 MOD o ZINNIA GRAND I FLORA I GAL. 55 15, O.G. LOW .02 LOW P RPLE TRAILING LANTANA PRAIRIE ZINNIAS P J111% o ZEPHYRANTHE:S GRANDIFLORA I GAL. 00 12' O.G. LOW .02 MOD O' 20' 40' O RAIN LILY 60 OF 20 SHEETS PLAN SET "C" 04-02-07 \J v O l I PREVAILING I. 'CINCH-TIE' BY V.I.T. CO. a� 2 Wcf) 6-73-1-760 0 i WIND ,� k - - 2 Stakes to be 2. LODGEPOLE PINE STAKE outside of rootball x 12' LONG FOR 3 � ALL TREES. OUT OFF TOP OF D EXCESS STAKE TO MINIMIZE SUMMERS/MURPHY do PARTNERS, INC. 3 DAMAGE TO TREE. LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY SUITE 200 3. 2" COMPACTED LAYER DANA POINT, CALIFORNIA 92629 DECOMPOSED GRANITE. (949) 443.1446 FAX (949) 443-1631 I=_ - REFER TO TREE PLANTING 4 I PLAN FOR SPECIFICATION. TOP OF ROOT GROWN TO ��,0 LA"MU ph pF-1 f = BE AT FINAL GRADE. ��. G c. y tia icy 5 2 I I= KEEP D.G. AWAY FROM o GROWN OF PLANT _ _ Signature -3�-os -1 6 11 3 4. FINAL GRADE Renewal Date 3_X DIAMETER *REQUIRED BY G V.W.D.+ I I III 6 4 5. 100% SITE NATIVE BAGKFILL *�� Date OF ROOT BALL III 5 6. PLANT PIT EXECAVATION rFoF CAL\F I. TREE OR SHRUB - REFER TO PLAN FOR TYPE LOCATION 3 X DIAMETER *REQUIRED BY C.V.W.D.* 7. ROOTBALL These drawings and/or the OF ROOT BALL (� accompanying specifications 2. 2" LAYER AFTER COMPACTION OF DECOMPOSED GRANITE- 8. UNDISTURBED NATIVE are the exclusive property of REFER TO TREE PLANTING PLAN FOR SPECIFIC ATI ON. I. SHRUB- REFER TO PLAN FOR TYPE $ LOCATION SUBGRADE. Summers/Murphy & Partners, TOP OF ROOT BALL TO BE AT FINAL GRADE. - Inc. and their use and publi- 2. 2" LAYER DECOMPOSED GRANITE AFTER COMPACTION- I NOTE: cation shall be restricted to the KEEP D.G. AWAY FROM REFER TO SHRUB PLANTING PLAN FOR SPECIFICATION. I MIN. TWO TIES (TOP BOTTOM) original site for which they GROWN OF PLANT TOP OF ROOT GROWN TO BE AT FINAL GRADE. REQUIRED. were prepared. Re-use, repro- 3. FINAL GRADE 3. FINAL GRADE - duction WRAP STAKE TO FORM method,�n publication or partans 4. 100% SITE NATIVE BAGKFILL KEEP D.G. AWAY FROM - prohibited except r written 4. 100% SITE NATIVE BAGKFILL GROWN OF PLANT - FIGURE EIGHT. NAIL W/ (1) permission from Summers/ 5. PLANT PIT EXCAVATION l - - GALV. NAIL THROUGH EACH & 3 TIMES THE SIZE OF THE ROOT BALL 5. PLANT PIT EXCAVATION- 3 TIMES _I I ( 8 TIE INTO POLE. Murphy Partners, Inc. 6. ROOTBALL THE SIZE OF - - -THE ROOTBALL -f. UNDISTURBED NATIVE SUBGRADE 6. ROOTBALL i I II i 8. EXISTING SLOPE 3 X DIAMETER � REQUIRED BY 7 R . UNDISTURBED NATIVE SUBGADE OF ROOT BALL ALL PLANT INSTALLATION SHALL MEET THE ALL PLANT INSTALLATION SHALL MEET THE CITY OF PALM DESERT'S CURRENT INSTALLATION ALL PLANT INSTALLATION SHALL MEET THE ' CITY OF PALM DESERTS CURRENT INSTALLATION - 1 AND MAINTENANCE GUIDELINES. CITY OF PALM DESERT'S CURRENT INSTALLATION AND MAINTENANCE GU 1 DELI NES. AND MAINTENANCE GU 1 DELI NES. Revised March I, 2007 per City of Palm Desert's Comments Revised March I, 2007 per City of Palm Desert's Comments Revised March I, 200-1 per City of Palm Desert's Comments Z O SLOFE FLAN7ING E3 SHRUB FLAN71NCB I �RLn EE 57AK I NO AN� FLAT I N� iu> o � > NOTES: QaaaQa ALL PALM TREES ARE TO BE o ROW 5 O 0 0 O "BARE ROOT" AND MEET Oo 2 THE MINIMUM BROWN TRUNK SPECIFICATION AS INDICATED ON PLAN. ROW 2 O p 3 6 1 2 LAYER OF COMPACTED IL DECOMPOSED GRANITE- REFER O ROW I _ o TO TREE PLAN FOR SPECIFICATION lu 4 x (O KEEP D.G. AWAY FROM _V It- I GROWN OF PLANT zz < 2. TOP OF ROOTBALL TO BE S I- _ 2 AT SAME ELEVATION AS 1• 1/4" XI 1/2" STAINLESS STEEL EYE SCREW IN z DUG FROM FIELD. MASONRY LEAD ANCHOR SHIELDS K �- 0 2. 12 GA. GALVAN I ZED WIRE. SECURE VINE V 3 3. ROOT BALL TO WIRE W1TH 1/2" GREEN NURSERY TAPE. IL 4 W TAPE SHALL BE TIED IN A MANNER THAT 4. FINAL NA (Y L GRADE � S JUST TIGHT ENOUGH TO HOLD VINE AND - 00 DOES NOT CONSTRICT GROWTH. 0 5. AREA NATIVE SAND BAGKFILL CV O 3. FUTURE EYE SCREWS PIT TO BE 3 TIMES C'3 0) N S THE SIZE OF THE ROOT BALL Z r 4 TRUNK OF VINE TO WALL AND REMOVE S �- = � TAKE, SECURE PLANT TO WIRE I _ 6 O. UNDISTURBED NATIVE SUBGRADE 0 C0 LLI M 5. MASONRY WALL -I z Z ^ �- V _ 6 o a � NOTE: iEd I 1 F- T � v FOR 5 GALLON VINE, INSTALL ROWS I AND 2. -1 I = I (-1 - ' FOR 15 GALLON VINE, INSTALL ROWS 1, 2, AND 3. THIS DETAIL PERTAINS TO ALL FENCE/MASONRY 3 X DIAMETER REQUIRED BY G.V.W.D.WALLS. OF ROOT BALL AT BUILDING WALLS; REFER TO SEPARATE VINE TRELLIS DETAIL ON THIS SHEET. ALL PLANT INSTALLATION SHALL MEET THE G I TY OF PALM DESERT'S CURRENT INSTALLATION BALL VINES TO BE STAKED AND MAINTENANCE GUI DELI NES. Revised March I, 2007 per City of Palm Desert's Comments N p y Revised March 1, 2007 per City of Palm Deserts Comments Z Q co Q z Z VINE ATTACHMENT 2 FALL FLANTINO or cc .1 W U_ CL a. J W 6'-0" MAX. MAX. CD V Q (CAN BE I PANEL) W C/) � Z - 2 W Q oQ �j 0) W M Q Q - 4 to � � z Zv0LU a: - 0 I1 I I 1 1 I I1 11=1 I I-1 11=1 1 11 I I-1 I I-1 I I °`I I I-1 I I1 I I-1 I I1 I I-1 I I1 I I-1 I I a I I I I-1 11- � _ -III- ° III-1 I I-I 11=1 I I-III-1 f I-I 11= i I 1=1 11=1 I I-i I I-1 11=1 I Ii I I-1 I 1= - - - - - - - - - ° I SHEET DESCRIPTIONU - °H II1 1I1 1II-II1=III-II1=1II- U II1= 8 =1I l a allIII=1I I-I I11III I1=1I1=1I I `II-II1=1I I-I I11I I-I I11I11I I ° all=' PLANTING III=III-III-III=III=III=III- lII=III=III-III-IIIIII=III = DETAILS I2" DIA. SECTION/ELEVATION VIEW DESIGNED SCALE: I/2" = I '-O" T SMP These plans have been reviewed by the Coachella Valley Water District in accordance DRAWN F with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. SMP LE(3END requiring efficient landscape and irrigation design in cooperation with the local CHECKED 1. BALL FINIAL 4. 5/4" DIA. X 5" L 2 ° s T R c governing agency (City or County). "Approval of this drawing by CVWD staff does not SMP N constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, DATE DOWEL walls, and permanent structure of any kind may not be planted or installed in CVWD 02.01.07 2. 4x4 POSTS - PVG/VINYL 5 - - _- - and USBR easements or right-of--way without first obtaining an encroachment permit JOB NO. OR TUBULAR STEEL, SET 5. DRILL I/2" DIA. from CVWD. 261454 IN CONCRETE FOOTING HOLE THROUGH POST 3 CAD 4 FILE ntngDetalls4 � 3. HEAVY 12 GAUGE WIRE - 6. FINISH GRADE 4 DATE WATER MANAGEMENT SUPERVISOR SHEET NUMBER WRAP AROUND $ SECURE TO DOWEL. PULL WIRE 7. CONCRETE FOOTING TAUGHT THROUGH DRILLED DETAIL CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR HOLE 8. COMPACTED SUBGRADE SCALE: 2" - 1 '-0" PD �l 5 VINE TRELLIS @ B U I L D I O OF 20 SHEETS PLAN SET "C" 04-02-07 I. GENERAL / GRADING 4 DRAINAGE 4. compaction - Compaction by tamping shall not be done In layers exceeding II. GENERAL NOTES g ei ht inches In loose depth with each layer thoroughly compacted between. A. contractual Relationship In the performance of this contract, contractor shall hold Landscape Architect G. Glean-Up and Testing A. Glean-Up 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 1. GENERAL 51TE PLANNING section with contractors, employees, or it's agent's negligence, omissions, proper f low and water tightness. The owner's site construction manager shall I. After all installation operations have been completed, remove all LANDSCSUMMERAPE ARCHITECTS do PARTNERS, INC or in conp verify installation and obtain civil engineer Certification. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS ANALYSIS SHALL BE rubbish excess soil, empty plant containers and trash from the Site da( y. LANDSCAPE ARCHITECTS errors. g PREPARED BY THE OWNER AND FURNI5HED TO THE CITY OF PALM DE5ERT FOR THEIR REVIEW AND APPROVAL. THE INSTALLING CONTRACTOR 5HALL INSTALL ONLY TH05E 501L All scars, ruts or other marks in the area caused by this work shall be DAN COAST HIGHWAY. SUITE 20 ms shall be flushed and cleaned prior to connecting to AMENDMENT5 AND FERTILIZERS AS APPROVED BY THE CITY OF PALM DE5ERT LAN05CAPE DANA POINT, CALIFORNIA 92629 2. The piping systems p g repaired and the ground left in a neat, orderly condition. Leave site in (949) aa3-1a.a6 FAX (949) aa3.1631 B. Errors or Conflicts existing drain line, catch basin or storm drain systems. 5PECIALI5T. w s or notes the shall be broom-clean condition at the end of each orking day. Hose down a ll If any errors or conflicts are discovered in the plan y clarification. 3. Upon Completion of work, remove debris, tools and surplus material from site. paved areas, including walks and patios, upon completion of all wor CA brought to the attention of the Landscape Architect to issue cla p p �PNosph A. Weed Control for all planting Areas. and each working day. �� M. Murph1, �o,pcy G. Additions, Deviations and Alterations No deviations or alterations from the plans and specifications will be permitted I. Remove all existing weeds from site. B. Maintenance unless authorized by the Owner or the Landscape Architect. should deviation signature from tans and notes become necessary due to conflicting site conditions, Owner, I. The Contractor shall maintain Burin installation a sufficient number of 7-31-08 p y g Renewal Date Landscape Architect and City of Palm Desert shall approve in advance any such 2. Install irrigation. workers and adequate equipment to perform the work herein specified. �K p y work will be authorized without the express written all maintenance work shall meet or exceed the the city of Palm Desert's � Date such deviation. No additional p "Low water ordinance"; and follow thet maintenance schedule 4 guidelines � FOFCALIF� � authorization from the Owner. established in the city of Palm Desert's "Desert Flora These drawings and/or the 3. A State of California Licensed pest control applicator shall apply Maintenance Guide, Current edition. D. Interpretation systemic weed killer to all planting areas. accompanying specifications p are the exclusive property of Summers Murphy & Partners, The Contractor shall Comply with the obvious intent and meaning of these plans ands specifications which shall be construed to include all labor, material, tools Inc. and their use and pubhle p B. Soil Preparation $ Finish Grading necessary to Complete the works specified herein in a cation shall be restricted to e and equipment n y p p 2. After all work has been completed, inspected and accepted, al areas original site for which they were prepared. workmanlike manner in strict accordance with plans and notes. Should any I. Rough grade: Site to be received by Landscape Contractor to within will be maintained for a period of ninety (q0) calendar days or as long as Re-use, repro uestions arise as to the intent and interpretation of these plans and notes, I/10 foot plus or minus by owner based upon civil Engineer's grading plan. determined by the Landscape Architect to establish thriving trees, vines $ shrubs. auction or publication a any method, in whole or part, is prohibited except by written Contractor shall refer to Owner and Landscape Architect whose decision thereon shall be final. 2. Finish grade: Finish grading t0 consist of grading, raking and hand work permission from Summers/ necessary to achieve desired contour and flow line patterns, based 5. Keep all areas weed-free, adequately watered, and neat Murphy & Partners, Inc. E. Observation and Refection op f Materials and Workmanshi upon civil Engineer's plans, resulting in evenly finished surfaces free of for the ninety ((10) day period. Remove all debris from site and keep All materials and workmanshi furnished or performed by contractor shall be debris and litter. the entire site broom-clean. P subject to final observation and acceptance by Owner and Landscape Architect work whether previously aid for or not. At an 3. Shape mounds as shown on the tree/ planting plans. 4. Damage to any planted area shall be repaired immediately. Depressions upon completion of all contract p y p y and all times during the performance of this Contra ct, contractor shall make contractor to import soil necessary to attain design grades and berms. caused by vehicles or foot traffic shall be filled with native soil, leveled materials and workmanshi . Failure All import soil shall be free of weeds, debris, and shall be and replanted. Exterminate gophers, moles and repair damage. available for observation, test and approval, p not prejudice similar to existing site soils in texture, type and chemical analysis. Decomposed granite shall be replaced as neede d. of such observers to make observation, tests or approvals shall p the right of Landscape Architect or Owner on final observation. Contractor Finish grading shall be free of depressions or high spots, to provide Z shall promptly replace any and all material, workmanship and equipment which smooth and even surfaces for proper drainage. Final grade shall be O_ p P act 5. The project shall be so cared for that a neat, clean condition will be not Conform to the lane and notes. All materials used on this contract I" below walk/top of curb. Remove from the site all stones over 2" in P .J v' does p presented at all times to the satisfaction of the Owner and Landscape otherwise. size. shall be new and the best marked qua I sty unless specified W Architect. The Landscape Contractor shall be expected to make a � 4. Top dress all shrub areas with a 2" layer of decomposed granite after compaction minimum of one weekly visit for maintenance purposes. u, for F. Samples Refer to the "Tree Planting Plans" for material specification. Q When so required by the Owner or Landscape Architect, contractor shall submit 6. The contractor shall request a final site visit seven (1) clays prior to the approval samples of the various materials, and specify finish thereon. end of the maintenance period. This request shall be written and a a Q a a a directed to the Owner and the Landscape Architect. Upon written G. Local Codes All construction shall conform to all local building codes and ordinances. It is G. Planting acceptance of the project, the contractor shall be relieve o any further maintenance. contractor's responsibility to verify all codes prior to commencing work. Plant trees, vines and shrubs as called for where indicated on Planting Plans and as detailed on Planting Detail sheet. H. Uti I ities Contractor shall be responsible for verifying the location of all underground Plant substitutions are not permitted. Any modification or substitution electric cables, conduits, sprinkler lines and all utility lines prior to any G. Guarantee utilities, to these plans shall be approved by the city of Palm Desert prior to execution. construction. e trees needed as detailed on Plantin Detail Sheet. All plant installations shall be guaranteed to live and grow to a period o ris and Clean-Up Stake only thos g ninety (c`f0) days after installation and acceptance by the Owner. 1. Removal of Deb p and keep free of debris and waste material Trees shall be guaranteed for one year. Any material that fails o grow Contractor shall thoroughly clean p and city of Palm Desert. through the specified maintenance and guarantee period shall be replace entire construction area to the satisfaction of the Owner y by the Contractor at no cost to the Owner. J. General O The general Conditions and any special conditions that Owner may require shall cc apply with the same force and effect as though written in full herein for all construction sections. D. Observation W 0 > a0 11. SITE EX CAVATION AND ROUGH GRADING D. Plant Purchases I. Observation visits specified herein shall be made by the Landscape O M r- - Provide all labor, materials, tools, equipment, transportation and Architect or his representative. The contractor shall request in N O Scope of Work of all clearing, stripping, excavatin observation at least two (2) working days in advance of the time that the 0 O N necessary incidentals for the completion g, g CC backfillin grading and related work as shown on the drawings, including but not ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSGAP observation is requested. g g g ARCHITECT PRIOR TO DELI VERY. CONTRACTOR SHALL PROVIDE Z (� r La limited to the following: LANDSCAPE ARCHITECT WITH PHOTOGRAPHS AND SPECIFICATIONScl)2. Observation visits are suggested for the following parts of the work: O M OF MATERIAL- RECOMMENDED TO BE PUR0HA5E1:;> BY THE U -J w Z A. Protection of all curbs, w w alks, alls, structures and other existing work which is CONTRACTOR. FOR ALL TREES ABOVE 56 a. Upon completion of grading and soil conditioning prior to planting. Z BOX, CONTRACTOR �- V _ )� to remain. SHALL PROVIDE PHOTO OF EACH SPECIMEN. FOR ALL TREES It / O Q SHRUBS 24" BOX AND UNDER, CONTRACTOR MAY SUBMIT A b. When trees are spotted for planting, but before e planting holes are, �-- r B. Clearing and stripping site of brush, debris and other foreign materials as "REPRESENTATIVE" PHOTOGRAPH. LAND5CAPE ARCHITECT excavated. outlined in the drawings. RESERVES THE RIGHT TO REJECT MATERIAL DELIVERY TO THE SITE NOT PREVIOU5LY APPROVED, OR NOT REPRESENTATIVE OF THE c. Written acceptance of the project to release the contractor from G. Excavation for all foundations and footings to the dimension and depth shown on APPROVED PHOTOGRAPHS. further maintenance shall occur after Final Observation with the Owner the drawings. Bottoms of excavations shall be smooth and level. All loose or his representative at the end of the maintenance period. material shall be removed therefrom. REGARDLE55 OF PREVIOUS LANDSCAPE ARCHITECT OR OWNS APPROVALS THE G I TY OF PALM DESERT LANID5CAPE INSPECTOR Q � Sub RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT MATERIAL. D. rades shall be watered and Compacted to a relative compaction of �i5%. N g NOTE: Z Z section, hard F PALM Q Z Gross sec HE CITY O E. 5ubgrades under a I I paving shall be true to grade and , uniform and smooth prior to placement of base material. REFER TO THE TITLE SHEET OF THIS PACKAGE FORT � O Q p p CL DE5ERTS LANDSCAPE INSPECTION 5CHED W u. a- F. Backfilling of all excavations and trenches after placement of foundations, walls, be E. Verification of Dimensions CO Q 0. walks, utilities, etc., as outlined on the drawings. compaction of backflll shall E. Plant Deliveries acceptance with En ineers specifications. W in acce ' U 0 p g p I. The contractor shall coordinate plant deliveries with the Landscape I. All scaled dimensions are approximate. Before proceeding with any wor � grades to Architect. The contractor shall provide minimum -72 hour advance notice of the Contractor shall carefully check and verify all dimensions and p G. Grading of areas indicated in the drawings including bringing existing within I/10 foot plus or minus. Final design grades as indicated on the drawing5. plant deliveries permitting Landscape Architect ample time to also notify quantities, and shall immediately notify the Landscape Architect of any :5 Z the city of Palm Desert landscape inspector of plant delivery dates and discrepancy between the drawings and/or specifications and actual J W H. g Stock ilin of excavation material or import top soil fill and sand shall be as times. conditions. No work shall be done in any area where there is such a Q � Stockpiling outlined on the drawin s or as approve by Landscape Architect. discrepancy. All discrepancies shall be brought to the city' of Palm Desert's g pp e contractor is obligated to insure plants loaded on deliver ~ W 2. The landscap g p y attention prior to continuation of work. � � � i. Glean u and remove all debris and surplus material and remove from site. trucks prior to site delivery are those plants previously approved by the = M � Q P Landscape Architect and the city of Palm Desert Landscape Inspector. F. Utilities th � � � D I. The Contractor shall be responsible for verifying the location of all L!L III. DRAINAGE 3. Any plants that are not those previously approved, or those that do not the minimums specifications established through the photograph and underground utility lines and boxes (as shown on plans) prior to any Z V 0 � Scope of Work - Provide all labor, materials, tools, equipment, transportation and meet p g p _ Q a e systems as shown on the specification submittal process shall not be loaded and delivered to the construction so that proper precautions may be taken not to damage ,,., 0 f all drain lines and utilities. the Landsca e Architect has taken additional O Q. O necessary Incidentals for the completion o g y drawings, including but not limited to the following: fob site. such efforts as part of the plan preparation process to identify the 4. Any plants damaged during loading transportation or off loading shall be proposed location these utilities and coordinate tree and plant A. Materials replaced. Damage is defined and may include but is not limited to trunk placements to coincide with their locations. The contractor shall ring I. AGrylonite Butalene - Styrene (ABS) Schedule 40 drain pipe, perforated or an discre oncie5 to the Landscape, Architect. All discrepancies shall SHEET DESCRIPTION - shown on the drawin s. scaring, broken limbs, defoliation and wind burn. The Landscape Architect y p p , non perforated in diameters g and the City of Palm Desert Landscape inspector reserve the right to be brought to the city of Palm Deserts attention prior to Continuation SITE 2. Basins and Drains - High impact plastic reject an Styrene drain basins, catch basins y � all plant material. of work. AND with grates, high impact plastic Styrene deck drains, and/or precast concrete PLANTING drain box and catch basins and cast iron grate in diameters and sizes as CONTRACTOR QUALIFICATION NOTE: LICENSED G-2�( SPECIFICATIONS ALL LANDSCAPE CONTRACTORS SHALL BE CALIFORNIA shoAr^ on the drawings. 5tainJe5s steel or brass deck drains in hordscope as ALL CONCRETE CONTRACTORS SHALL BE CALIFORNIA L I GENSED G- shown on the drawings. F. Plant Storage ALL MASONRY CONTRACTORS SHALL BE CALIFORNIA LICENSED 0-2q DESIGNED SMP B. Trenchingand Laying Pipe DRAWN y g p 1. Prior to plant deliveries, the contractor shall establish a staging area SMP I. Trenches to pitch a minimum of I/8" per foot unless otherwise indicated on the These plans have been reviewed by the Coachella Valley Water District in accordance d trench depth prior to where deliveries are to be received. This staging area shall be adjacent P T F with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. CHECKED drawings. Contractor to verify all invert elevations an p p SMP to the installation area however away from heavy construction and excavation. equipment that may cause damage. requiring efficient landscape and irrigation design in cooperation with the local DATE , S T R o governing agency (City or County). "Approval of this drawing by CVWD staff does not 1.31.07 e smooth and continuous to flow direction. A hol low constitute approval to encroach into district and USBR Rights-of--Way. Trees, plants, JOB NO. 2. Bottom of trench shall b 2. The contractor shall provide manpower as needed to adequately maintain on the lasts located in the eta in area. This includes but is not limited to hand walls, and permanent structure of any kind may not be planted or installed in CVWD 261454 shall be made to receive bell of pipe so the joint will not bear up p g g awa or and USBR easements or right-of--way without first obtaining an encroachment permit CAD FILE subgrade. Adjustments to line and grade shall be made by scraping y watering, protection from wind or other damage and theft. Ale ria- lantin S ee backfill under the base of the pipe and not b wed ing or from CVWD. Filling in with p p y g WATER MANAGEMENT SUPERVISOR SHEET NUMBER blocking. DATE 5. Trench material shall be used for backfill. However, no rocks or lumps Ps �i shall be used. Welded joints shall be given at least 15 minutes setup level of initial I backf i I I, the trench may be CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR before handling. Above the I y Revised; March I, 200� Per city of Palm Desert's comments. OF 6 SHEETS �1 0� ERAL SITE / ORAE;) INC-7 L;)RAINAOE 5FEC-..,o1F1C.,.,,AT10N5 �l ��AT I NC� 5FEC-./ 1F1 (f./AT10N5 PLAN SET "A" 1-31-07 I UT/LIT"'' SYMBOL LEGEND TYPICAL A/C LOCATION ® ALTERNATE A/C LOCATION K E`/ � A ^ ^ ® PRE-PLOT GRANNY FLAT A/C T '�/'/y r P0551BLE FUTURE GRANNY FLAT A/C lam. p T TRANSFORMER (ABOVE GROUND) SUMMERS/MURPHY do PARTNERS, INC /67R LANDSCAPE ARCHITECTS PRIMARY FULL50X (FLU5H) A ti 34197 COAST HIGHWAY, SUITE 200 I,IX _ __ DANA POINT, CALIFORNIA 92629 MAILBOX /C �'1Y (949) 443.1446 FAX (949) 443-1631 qj� I'7"X30" ELECTRICAL BOX (FLUSH) -- - _ ,Q 70 r 17"X50" TELEPHONE BOX (FLUSH) - - -- r q o �p,ND S C,q,o �� .�`�-XqI. GABLE N. BOX (ABOVE GROUND) Mur_ W ��¢ C�. Ph qy � p� o ti 111 IRRIGATION CONTROLLER / POWER PED. � C, -.° LI, FIRE HYDRANT J WATER METER Signature 0 7-31-08 LL • IIIOV. BOLLARD LIGHT * Renewal Date THI5 PLAN REFLECTS RECOMMENDED LIGHT FIXTURE LOCATIONS ONLY. THE JT� Date P OANER SHALL HAVE THEIR ELECTRICAL TF CF ENGINEER RECOMMEND ACTUAL FIXTURES. FRANK SINATRA (^ CAI-\FO� II ELECTRIC, ENGINEER SHALL BE These drawings and/or the RESPONSIBLE FOR ALL ELECTRICAL NOT TO SCALE PROJECT accompanying specifications DE5ICGN AS NEEDED TO MEET THE C17Y OF LOCATION are the exclusive property of PALM DESERT'S LIGHTING ORDINANCE. Summers/Murphy & Partners, ALL LIGHTING SHALL BE APPROVED BY Inc. and their use and publi- cation shall be restricted to the DEPARTMENT PRIOR TO INSTALLATION. original site for which they were prepared. Re-use, repro- duction or publication by any j method, in whole or part, is prohibited except by written permission from Summers/ Murphy & Partners, Inc. Z \ Ili UL®l_Jl—IU V V V V a ° u ul u I— � u _ u L of u O -1 Efe \ O ❑ 1 8 _ _ UNIT 31 v- LL�wwwT/// "I (::i�3 7 I Q 2 4 - F _ // 0 562 1AR 576 a- - - - • �� �_� -- � - --_ �-�-_=-' -`� ---�__�_� - - -'=_- - C FF TR T 0B BEIL ° ❑ ° 578 'A' OW RIG 1CR 111 UNIT-1 C � 1CR I aQaQ N; UNIT 32 o 0 OW RIG T L J UNIT45 UNIT46 aQ ® 1 _ _ I — 0 co � nnv ° ml4rcr — — — _ — _ — — — ._ l • .-. _- , . _ F4)/i1 R'2 �F`) \��� ` ~__` � —� r_. ----- `— -_ YU LLF3n7; AT6H1 — 1" 152E II 34 e 3 7 , „ 61"1 1�L L I 4 -F 663 - - _ „ 34 4 14" O • • 3 1 „ 3/4 1 1 2CR o a 21 , - • u 11 4 „ s E:Ic. 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VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR NOTE E: TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES SHEET DESCRIPTION FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT These plans have been reviewed by the Coachella Valley Water District in accordance CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. A T F with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE NOTE F: requiring efficient landscape and irrigation design in cooperation with the local IRRIGATION RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL ADJUST IRRIGATION AS NECESSARY TO AVOID CONFLICT WITH ° s T R , c governing agency, (City or County). "Appvava� of this drawing by CVWD staff does not PLAN STATIC WATER PRESSURE 90 PSI UTILITIES. constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, DESIGN WATER PRESSURE 61 PSI walls, and permanent structure of any kind may not be planted or installed in CVWD MAXIMUM SYSTEM DEMAND 22 GPM and USBR easements or right-of-way without first obtaining an encroachment permit RESIDUAL WATER PRESSURE 29 PSI from CVWD. DESIGNED S+A NOTE B: CONTROLLER SHALL BE A WEATHERTRAK MOD. #"ETPR02-18-CHA-RI" 18 STATION NOTE: DRAWN INSTALLED IN A STAINLESS STEEL ENCLOSURE (SEE LEGEND FOR TYPE). FINAL DATE WATER MANAGEMENT SUPERVISOR S+A LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE CONFIRMED WITH NO TREES SHALL BE PLANTED WITHIN G.V.W.D. EASEMENT OR RIGHT-OF WAYS. CHECKED OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. SMP NOTE: CVWD PLAN 4 DEVELOPMENT SERVICE SUPERVISOR DATE CONTRACTOR SHALL IDENTIFY AND NOTIFY LANDSCAPE ARCHITECT OF ALL 1.31.07 NOTE C: UTILITY CONFLICTS PRIOR TO INSTALLATION JOB NO. MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY, 261454 ACTUAL LOCATION OF MAINLINE AND RELATED EQUIPMENT TO BE WITHIN PLANTER AND CAD FILE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. sweeney + associates SHEET NUMBER NOTE D: NOTE: IRRIGATION DESIGN AND CONSULTING S CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMODATE ANY California SC-ALE :: Ill = 2O I VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT ANY CHANGES TO THE APPROVED PLAN MUST BE 38730 Sky Canyon Drive,Suite C POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED SUBMITTED IN WRITING TO THE CITY OF PALM Murrieta,CA 92563 951.461-6830 p 951.461.6850 f DESERT FOR APPROVAL PRIOR TO INSTALLATION REPRESENTATIVE PRIOR TO COMMENCING WORK. email@sweeneyassoc.com I P �i www.sweeneyassoc.com NORTH Murrieta, California Austin,Texas Ft. Lauderdale, Florida 01 201 -40 1 601 OF 20 SHEE-rS--j PLAN SET "C" 04-02-07