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Home My WebLink AboutSpanish Walk Esperanza Common Area Landscape REVISIONS J, SUMMERS/MURPHY RTNERS, INC LANDSCAPE ARCHITECTS SPANISH VVALK E PERANZA S REV. SHT. DESCRIPTION DATE BY 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 Q (949) 443-1446 FAX (949) 443-1631 `p,NDSCgP Murph1,F-1 ti TRACT # 33837 oti Signature 7-31-08 * Renewal Date Date �P T,q�F CF CALW3 CITY OF PALM DESERT CALIFORNIA A - I 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 DATEoriginal site for which they were prepared. Re—use, repro— PLANS APPROVED DATE duction or publication by any COMMON AREA LANSCAPEmethod, in whole or part, is RELEASED FOR BID prohibited except by written DATE permission from Summers/ CONSTRUCTION SET ISSUED Murphy & Partners, Inc. DATE AGENCY APPROVALS CONSTRUCTION NOTES AND LEGEND VICINITY MAP - CONSULTANTS CERTIFICATE OF PROJECT C❑MPLETI❑N Z 0 Project Name_________________ Parcel Map or Tract No,,_________________ NOTES LANDSCAPE ARCHITECT SUMMERS MURPHY& PARTNERS, INC. Project Location:-------------------------------------------------- 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, TRANSPORTATION, 34197 COAST HIGHWAY- SUITE 200 Maximum Water Allowance___________________________________________ MATERIALS, AND SERVICES NECESSARY TO FURNISH AND INSTALL ALL DANA POINT, CA 92629 (In hundred cubic feet) CONSTRUCTION ELEMENTS AS SHOWN ON THE DRAWINGS AND SPECIFIED PHONE: 949-443-1446 0 Estimated Total Annual Water Use; HEREIN. DINAR SHORE DRIVE FAX: 949-443-1631 a Q ------------------------------------------------ (in hundred cubic feet) 2. ALL WORK SHALL BE PERFORMED BY A C-2-1 CALIFORNIA LICENSED SITE CONTACT: JOE LASCOLA OR WIL PINAROC N N v v CONTRACTOR. Preliminary Project Documentation Submitted. (initials indicates submittal) 3. CONSTRUCTION AND INSTALLATION OF ALL LANDSCAPE ITEMS SHALL BE w AVENUE 35 /"70 F CIVIL ENGINEER _1. Grading design plan ACCORDING TO STATE, COUNTY AND LOCAL CODES, ORDINANCES AND UP z �A R RF�� 2, Landscape design plan TO GAL-OSHA SAFETY ORDERS REGARDING PERFORMANCE OF WORK. > �' q STANTEC 3, Irrigation design Ian Q GERALD <Ro� 73733 FRED WARING DRIVE, STE. 100 ----- g g p 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING THEMSEL\/ES FAMILIAR ,� o PALM DESERT, CA 92260 4. Irrigation schedules WITH THE NATURE AND LOCATION OF ALL UNDERGROUND UTILITIES, PIPES p PHONE: (760) 346-9844 AND STRUCTURES. THE CONTRACTOR SHALL TAKE SOLE RE5PON51 B I L I TY z W -DR. FAX: 760) 346 9368 Post installation Inspections (initials Indicate completion) FOR ALL COSTS INCURRED DUE TO DAMAGE AND/OR REPLACEMENT OF w ( A. Plants installed as specified SAID UTILITIES, INCLUDING DELAYS. Q CONTACT: TINA STIMPSON RANCH® MIRAGE z PALM o DESERT i 5. ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT o 1- N COMMUNITY BUILDER i B. Irrigation systems installed as designed :2 ctf DOCUMENTS AND/OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL o Comments,_____________________________________________________ COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO THE FRANK SINATRA DRIVE Y TAYLOR WOODROW ---------------------------------------------- OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT IMMEDIATELY. 15 CUSHING DRIVE ------ ALL WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL THE A copy of this certification has been provided to Owner/Developer and District DISCREPANCIES HA\/E BEEN RESOLVED BY THE OWNER (JOB IRVINE, CA 92618 PHONE: (949) 341-1200 O ---------------------------------------------------- SUPERINTENDENT) OR LANDSCAPE ARCHITECT IN WRITING. ANY R VICINITY MAP O or0 Comments_ CONTINUATION OF WORK PRIOR TO THE RESOLUTION OF DISCREPANCIES IS N.T.S. ------------------------------------------------------ ___-__ R'S RISK AND EXPENSE. N AT THE GONTRAGTO O O) O C'3 _N It is my opinion that the work outlined above has been completed in substantial accordance with Coachella Valley Water District and The City of Palm Desert's SHEET INDEX it Z e and Irrigation Guidlines, PHASE LOCATION MAP ' Landscape g LEGEND ., J Co W M W � Z 0.. ----------------------------------------------------------------------------- - �c J Landscape Architect Signature Date License No, DIAMETER (55.60) EXISTING SPOT ELEVATION SHEET NO. SHEET DESCRIPTION � Q U j It FF FINISH FLOOR ELEVATION 53.60 PROPOSED SPOT ELEVATION CC v O � r � GF GARAGE FLOOR ELE\/ATI ON HT HEIGHT T-1 TITLE STATEMENT PE PAD ELEVATION BCR END 1O CURB RADIUS RADIUSCURB WATER CONSERVATIONCL-1 CONSTRUCTION LAYOUT PLAN (DESIGN PHASE 1) TW TOP OF WALL EGR SHEET NOT INCLUDED= TF TOP OF FOOTING ELEVATION TO TOP OF CURB CONS= U+�TI N UT PLAN A5 PART 01= THIS BW BOTTOM OF WALL BC BOTTOM OF CURB APPROVAL SET. T5 TOP OF STEP EJ EXPANSION JOINT CL-3 CONSTRUCTION LAYOUT PLAN THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN THIS LANDSCAPE 55 BOTTOM OF STEP SJ SCORE JOINT KEY MAP CD-1 CONSTRUCTION DETAILS PACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM. GB CATCH BASIN SG SAW GUT Q THE PLANTING DESIGN USES DESERT PLANTS COMPATIBLE WITH LOW WATER F& FINISH GRADE R RADIUS CS-1 CONSTRUCTION SPECIFICATIONS N a co U D 5AGE AND THIS DESIGN MEETS THE CITY OF PALM DESERT'S WATER F5 FINISH SURFACE RWD REDWOOD IP-1 IRRIGATION PLAN (DESIGN PHASE 1) Z Z Z EFFICIENT LANDSCAPE ORDINANCE. HP HIGH POINT HDR HEADER � T IRRIGATION PLAN SHEET NOT INCLUDED lZ :5 LP LOW ARCHITECT TEGT POINT LA LANDSCAPE AS PART OF THIS cc 0 FL FLOW LINE MIN MINIMUM _ = IRRIGATION PLAN APPROVAL SET. W LL a cc, ON CENTER MAX MAXIMUM //� 0. J W GB CATCH BASIN MJ MASTIC JOINT p� �� IL-1 IRRIGATION LEGEND, CALCS, AND NOTES 0) Q a CITY OF PALM DESERT LANDSCAPE T& TOP OF GRATE ELEVATION TYP TYPICAL � �5�. ID-1 IRRIGATION DETAILS W V Q INSPECTION SCHEDULE 1NV INVERT ELEVATION PA PLANTING AREA � � .9�, - 0 BB BOND BEAM ELEVATION NTS NOT TO SCALE \ �/ �` IS-1 IRRIGATION SPECIFICATIONS 1 o ALIGN c y�C TP-1 TREE, VINE & GROUNDCOVER PLAN (DESIGN PH. 1) W Z I) 5LEEVIN& / GRADING �A__/0 G� TREE, VINE & GROUNDCOVER-P N SHEETO DED AS J W a. Sleeve diameter, type depth and location 1.0% GRADIENT IN PERCENTAGE drainage, elevations and trash (including weeds rubble) y '�' - T i `i t'' f ` PART OF THtS Q b. Soil surfaceg g '�j 7 REE �I�'��E & G"ROUI�'DCOV PLAN W ' VERT I GAL HEIGHT O � � � AFPRO\/AL SET. ` � W4: 1 RATIO: 4 HORIZONTAL DISTANCE PER I of 'QO SP-1 SHRUB PLANTING PLAN (DESIGN PHAS1) 000 oC 2) HARD50APE / BOULDER5-GOBBLE "� � SHEET NOT INCLUDED = M Q Q a. Sidewalk and wall layout R RIDGE \ SHRUB PLANTING PLAN AS PART OF THIS CO M U. b. Utilities location ® * U. Z� c. Boulder type, size, eight and placement 6$ GRADE BREAK �� oho \ - SHRUB PLANTING PLAN APPRO\/AL SET. ____ Z F— O w PD-1 PLANTING DETAILS IRRIGATION SYSTEM ROUGH-I N DIRECTION OF FLOW - �\ Q �) PS-1 PLANTING SPECIFICATIONS �� O 0. l= _ O a. Trench depth b. Pipe size and class DRAINAGE PIPE c. Pressure test (125 psi for (6 hours) E Ico NOTE: ® ATRIUM DRAIN 4) PLANT MATERIAL (trees � shrubs) ° Uir, , ANY GRANGES TO THE APPROVED PLAN MUST BE a. Condition DECK DRAIN o ° o° I°`. P �� SUBMITTED I N WRITING TO THE CITY OF PALM _ = = 0 - - DESERT FOR APPROVAL PRIOR TO INSTALLATION TIT E Typeb. �li4! G '�77 2 c. Placement O TURF DRAIN S H E 5) GROUND COVER (Decomposed granite) PROPOSED CONTOUR PUS Type, These plans have been reviewed by the Coachella Valley Water District in accordance a.b. Depth and spacing --3�—� EXISTING CONTOUR �a r E with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. DESIGNF� p p g FRANK SINATRA SMP e. Compaction ®� requiring efficient landscape and irrigation design in cooperation with the local BERM - BUILT-UP LANDSCAPE GRADE s T R c governing agency (City or County). "Approval of this drawing by CVWD staff does not C�RA�aNJL 6) FINAL NOT TO SCALE LOCATION constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, 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 SKEET LOCATION and USBR easements or right-of--way without first obtaining an encroachment permit DATE Controller operation and site specific yearly irrigation schedule �� from CVWD. 02.01.07 z w 'i' (re wired b City of Palm Desert Water Efficient Landscape SECTION REFERENCE ; - JOB NO. q, y y Eye:�aT 261454 Ordinance) r-y'` DATE WATER MANAGEMENT SUPFRVISOR 5 rinkler, bubbler and / or drip emitter type, flow rate and SHEET LOCATION - CAD FILE p , quantity per plant. SHEET NUMBER • Overall operation CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR �O • As built R b Tree staking Trer, PLAN SET 'A' - PLANTING ONLY C. Overall I T�i KEY MAP _ PLAN SET 'B' - 2ND G I TY PLAN GHEGK I-O� PLAN SET "C" Over # o3OS-O'I AMIMP NOTE" SHOULD ANY OF THE ABOVEPLAN SET G INSPECTIONS FAIL AFTER 2 NOT TO SGAL� ,� -CITY SIGNATURE SET 04-02-01 SMP PLAN CONTROL DATED: 04-02-07 rl�F7720 SHEETS ATTEMPTS THERE WILL BE A FEE ASSESSED FOR ANY RE-IN5PECTION5. CITY APPROVAL FOR PHASE I ONLY PLAN SET "C" 04-02-07 UT/L O Y SYMBOL LF65NV FIN15H 5C,,,HE17L)LE ® TYPICAL A/C LOCATION ® ALTERNATE A/G LOCATION KEY M A P CONTRACTOR NOTE: ® PRE-PLOT GRANNY FLAT A/C 1=REC/5E &RAIN& PLAN NOTE BOULDER ROCK NOTE ALL HARD50APE MATERIALS, COLORS AND FINISHES SHALL BE INSTALLED AS INDICATED ON THE r P0551BLE FUTURE GRANNY FLAT A/G i APPROVED PLAN. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED WHEN CONDITIONS ARISE THAT NON ;�',` ��TF THE PRECISE GRADING PLANS PREPARED BY ALL LAND5CAPE BOULDERS TO BE WERE UNFORESEEN AT TIME OF PREPARING THESE PLANS. CONTRACTOR SHALL NOT MAKE FIELD NAI�IN TRANSFORMER (ABOVE GROUND) ,, � �y'QS� SUMMERS/MURPHY PARTNERS. INC 5TANTEG AND APPROVED BY THE CITY OF PALM "DESERT CHOCOLATE"- MODIFICATIONS TO THESE DESIGNS WITHOUT THE LANDSCAPE ARCHITECT AND THE CITY OF PALM 1 %r �Q '�T LANDSCAPE ARCHITECTS DESERT SHALL BE ISSUED TO ALL BIDDERS AND CONTRACTOR TO PROVIDE DE5ERT'5 REVIEW d APPROVAL. NI''1^": PRIMARY PULLBOX (FLUSH) tiA q/; '�o �� DAN COAST HIGHWAY SUITE 200 � --� i � .��-�� C��C DANA POINT CALIFORNIA 92629 INSTALLING GONTRAGTOR(5). THE PRECISE QUANTITIES 3 51ZE5 AS PER MAILBOX i �` i '�"�;,•,;� /C 41 (949) 443.1446 FAX (949) 443.1631 MIF 3N GRAD I N& PLAN 15 AN INTEGRAL PART OF THESE SPECS. TO BE VERIFIED BY 5/TE /MPROYEN/ENTS ® I'I"X3o" ELECTRICAL BOX (FLUSH) �i�� 0 LANDSCAPE PLANS, AND INDICATES ALL LANDSCAPE ARCHITECT i 0-140 NECESSARY FIN15H SURFACE / FIN15H GRADE QUANTITY TOTAL (PHASE 1): 12'1 ® 1"1"X50" TEL BOX (FLUSH) ' ' � ' 255K - 18" SYMBOL DESRR/PT/ON COLOR /F/N/SH /SPEC/P/GAT/ON DETA/L �p,ND SCq p t tl; _ Murph Fq ELEVATIONS, DRAIN HEAD AND DRAIN LINE ° a°xa" GABLE N. BOX (ABOVE GROUND) � � I � ti� .�+, � � LOCATIONS. 50% - 24 25% - 56" S-1 CURB 4 &UTTER REFER TO THE CITY OF PALM DESERT N/A RRl6AMON CONTROLLER, / POWER PED. FI � I`' - o� ACTUAL HOUSE PLOTTING, LOT CONFIGURATION AND APPROVED PRECISE GRADING PLAN FINAL WALKWAY / DRIVEWAY LAYOUT SHALL ALL DRY STREAM BED ROCK TO CCU; FIRE HYDRANT Signa —' re CONFORM TO THE LOT SPECIFIC PLOTTING SHOWN BE 2" TO 6" "DOS RIOS" S_2 :IDEAALK TREETSGAPE' CONCRETE REFER TO STREET IMPROVEMENT AND N/A WATER METER7-31t08 ON THE APPROVED PRECISE GRADING PLAN. UNLE55 NOTED OTHERWI5E. 4 LANDSCAPE 51AIA PLANS. uj * Renewal Date • IIIOV. BOLLARD LIGHT ALL BOULDERS, ROCK AND S_3 TUBULAR STEEL HANDRAIL COLOR: TO BE BLACK / SELECTED SEE DETAIL F THIS PLAN REFLECTS RECOMMENDED s� AGGREGATES ARE AVAILABLE BY FROM APPROVED COLOR PALETTE. SHEET OD-1 LIGHT FIXTURE LOCATIONS ONLY. THE F 0 Date ,�O��P 5OUTHWE5T BOULDER. AS REOU I RED BY CODE. OANER SHALL HAVE THEIR ELECTRICAL F C A L www.southwestboulder.com ENGINEER RECOMMEND ACTUAL FIXTURES. FRANK SINATRA S_4 CONCRETE STEPS COLOR: NATURAL GREY SEE DETAIL B ELECTRIC EN61 NEER SHALL BE These drawings and/or t h e FINISH: MEDIUM BROOM FINISH SHEET CD-I RESPONSIBLE FOR ALL ELECTRICAL NOT TO SCALE PROJECT accompanying specifications REFER TO THE CITY OF PALM DESERT DE516N AS NEEDED TO MEET THE CITY OF LOCATION are the exclusive property of APPROVED PRECISE GRADING PLAN FOR PALM DESERT'S L16HTIN6 ORDINANCE. Summers/Murphy & Partners, ACTUAL QUANTITY 4 LOCATION ALL LIGHTING SHALL BE APPROVED BY Inc. and their use and pub hl e cation shall be restricted to the THE CITY OF PALM DESERT PLANNING original site for which they LANDSCAPE BOULDERS REFER TO PLAN FOR SIZE SEE DETAIL G DEPARTMENT PRIOR TO INSTALLATION. were prepared. Re-use, repro- ducti REFER TO BOULDER 4 ROCK NOTE, SHEET CD-1 meth n or publication a any m TH15 SHEET method, in whole or part, is prohibited except by written S-6 DRY STREAM BED REFER TO BOULDER 4 ROCK NOTE, SEE DETAIL D permission from Summers/ Partners, Inc. TH15 SHEET SHEET CD-I Murphy 8c S_7 CONCRETE PAVING COLOR: NATURAL GREY SEE DETAIL A E FINISH: MEDIUM BROOM FINISH SHEET OD-1 NOTE: INSTALL CONTROL JOINTS AS FOR ALL FENCE AND AALL5, REFER TO FENCE INDICATED ON PLAN AND WALL PLAN PREPARED BY SUMMER5/MURPHY S-$ SPECIAL PAVING COLOR: TO BE SELECTED SEE DETAIL A 4 E 4 PARTNERS, INC. SHEET GD-1 O v v - -- o I to ul u Id - - - - - -O- _ 213 ° FToR ANS - O - — e o1i 1 I i W°l UNIT 31 592 cl 2IIARY _ -® S-8�� 562 00o576 578 UNIT 5% Q°: SCR- ° -NIT 32 UNIT46UNIT45 } - I ® � \ � J — � - 00 —_ �' Ile. 1I ° O C1ItMP.I2 ° PRIMARY ®O ' F R Pli Ff) Y- O r Y I QD +01-ar-- ' — ® ° S-5 0 _ �� — — — — — — — - - - _ S-7 -- -- - ----- - - - _...----- ---. -._... r ---- �. _i ---------- S 5 S 7 S-6 S-5 � ®� _ S-2 S-1 _ 651 �- 0 0 _ � I m ^ - - - I I 1 CR Ele ® �� ' - - - ° ° � � � __ �� 13 s-6 ° � O � -. m.cj _ _ _ _ — ° , o UNIT19 663 � - - - - - � y. oo - - - - - - - - - - - - - - - - - - - t - F_ � _ _ .1 I Y n L J ° ° ._._.__ � ..," i.` +.ls 1 j - T.,1 ,L ctyC ® 4 Jr - j Elc,� O j 2CR _ 0 Ele S-5 � 1 - " O° ® W - ® UNIT 13 ❑ o I ° 677 687 0 0 j O oc 0 653 ; �, 665 675 ° 6 T ° C] N O e o o a 26 S-5 9-6 2B __ 1 CR �' 2C _ o e p � O e - — e ,r e . a � a - — UNIT 18 d e o UNIT 12 UNIT 7 0 I UNIT 6 UNIT 1 0 — o Z r s-7 ° Q S6 Z �I I 4' �vJ �S-5 I J ® O ® S-7 ® o •, �Q (/a W CO J 0 Y e _ Z > T� ° � �. 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CONSTRUCTION WOOD AND STEEL WORK IDENTIFIED ,45 requiring efficient landscape and irrigation design in cooperation with the local ALL CONCRETE, MASONRY, It PART OF THESE PLANS ARE NOT PART OF THE CITY OF PALM DESERT'S ° s T R , o governing agency (City or County). Approval of this drawing by CVWD staff does not LAYOUT constitute approval to encroach into district and USBR Rights-of--Way. Trees, plants, PLAN LANDSCAPE DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. 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 IT IS THE OWNER'S RESPONSIBILITY 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 DATE WATER MANAGEMENT SUPERVISOR DRAWN JL DEPARTMENT'S JURISDICTION. CHECKED JL CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR DATE 1.31.07 JOB NO. 261454 CAD FILE 454CL G/TY OF PALM 17E5E1-RT SHEET NUMBER 1N5PEGT/ON 5GHEPULE NOTE SG L I = 2O REFER TO THE TITLE SHEET FOR THE CITY OF C L�l PALM DESERT'5 INSPECTION SCHEDULE. NORTH 01 20 40 OF 20 SHEETS PLAN SET "C" 04-02-07 I I I I f 0 2 r 3 D 12" 3 I SUMRS/MURPHY & PARTNERS, INC(�11 ME 4 LANDSCAPE ARCHITECTS SECTION VIEW 34197 COAST HIGHWAY, SUITE 200 SCALE: 3" = 1'-o" m DANA POINT, CALIFORNIA 92629 (949) 443.1446 FAX (949) 443-1631 tu 3 m 6 \_No )S`04 N � 0. Murph1 Ag W a CCEd - O° �° �° dam° � ° �° � - - o 0 0 0 0 0 0 o Signature �O �O� �O� �O 7-31-08 m I I I * Renewal Date JT Date �P OF CALIF)"_ 1 QA These drawings and/or the o II 8 g _ accompanying specifications Q I- II I are the exclusive property of 3 SECTION ON Summers/Murphy & Partners, 4 4 SEGTION I ii _ I I-011 Q Inc. and their use and publi- cation shall be restricted to the a I. FINISH GRADE rt. 5UB-BA5E MATERIAL REFER original site for which they I I I were prepared. Re-use, repro- SECTION VIEW I I I I - 2. I/4" RADIUS ALL EDGES TO SOILS REPORT duction or publication by any is SCALE: I" = 1 '-0" u I 5 5. COMPACTED 5UBGRADE prohibitedn excel t b e or part, 5. CONCRETE PAVING REFER TO P y FIN15H SCHEDULE 1. 1" MINIMUM, 2" AT TURF AREAS permission from Summers/ I. LANDSCAPE BOULDER - Murphy Partners, Inc. LEOEN� L - I & REFER TO FIN 1 SH 50HEDULE 4. 5/4" DEEP X 3/8" WIDE (MAX.) 1. ON CONSTRUCTION LAYOUT PLANS TOOLED SCORE JOINT W/ 1/4" NOTE: /2" X 2" 5Q. TUBULAR RAIL (b. CONCRETE PAVING (REFER TO RAD I U5 EDGES WHERE OCCURS. 2. CONCRETE STEPS REFER TO FINISH SCHEDULE) 2. FINAL GRADE REFER TO CONSTRUCTION PLAN. REFER TO SOILS ENGINEER'S DETAIL 'E', THIS SHEET REPORT FOR MIN. TH I GKNESS NOTE: ALL WELDS TO BE CONTINUOUS 3. CIO COMPACTED 5UB6RADE 5. RE I NFORG I N6 STEEL - REFER OF CONCRETE AND 51 ZE OF 3. 1-1/2" 50. TUBULAR STEEL P05T AND GROUND SMOOTH, PRIME AND TO SOILS REPORT RE I NFORC I N6 STEEL. 4. CONCRETE FOOTING PAINT (2) GOATS (SEE FINISH Revised March I, 200'7 per City of Palm Desert's Comments SCHEDULE FOR COLOR) (b. EXPAN51 ON JOINT - TYPICAL. COMPACTED 5UB(5RADE REFER TO DETAIL ON TH 15 SHEET ALL CONCRETE AND TUBULAR STEEL WORK IDENTIFIED AS PART ALL CONCRETE WORK IDENTIFIED AS PART OF TH 15 DETAIL Z OF TH 15 DETAIL 15 NOT PART OF THE C 1 TY OF PALM DE5ERT'5 15 NOT PART OF THE C 1 TY OF PALM DE5ERT'5 LANDSCAPE LANDSCAPE DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. ce- 7U5ULAR STEEL HA BRA I L G E30ULE;)ERS IN LAN1:;)5C...,,Af=F_ A �ON�R TE FAV I N6 W Q 11-0110 WIDTH VARIE5 V 1 SEE INSET 'A' MIN. 5 a Q Q a Q Q od Q 5EE CONSTRUCTION PLAN 2 6 fQ � 3 a 2 4 a/ a a a 0 a/ a a oo� a O o d d O \19 o°00 0°00 0°o a o _ - 00o O o 0 0 0 0 0 8 SECTION cc I. #3 NOSE BAR O W 4 2. EXPANSION JOINT - REFER NOTE: NUMBER OF STEPS PER > M TO DETAIL 'J', TH 15 SHEET CIVIL ENG I NEER PLANS O oC V_ 3. REFER TO GRADING PLAN � O 3 FOR RISER HE 16HT N SE G T 1 O N 4. CONCRETE PAVING - REFER TO 1" 2" Z Q r = V � NOT TO SCALE DETAIL G , THI5 SHEET O � 5. 1/2" RADIUS ON N05E J � W M ()r -ZOF TREADS Z � � > I. LANDSCAPE BOULDER, TYP. (SEE 3. QO% COMPACTED 5UBGRADE 6. CONCRETE PAVING _ REFER TO W Q X vQQ) FIN15H SCHEDULE F - FIN15H SCHEDULE) � Q 4. REFER TO GRADING PLAN rt. STEEL - REFER TO SOILS 2. FOR DRAIN LOCATIONS 6 MIN. LAYER DECORATIVE ROCK REPORT (SEE FINISH SCHEDULE ON THE 8. COMPACTED SUB-GRADE CONSTRUCTION LAYOUT PLANS) 1. SUB-BASE MATERIAL - Revised March I, 200-7 per City of Palm Desert's Comments REFER TO SOILS REPORT INSET 'A' ALL CONCRETE WORK IDENTIFIED AS PART OF TH 15 DETAIL Q 15 NOT PART OF THE G I TY OF PALM DESERT'5 LANDSCAPE N Q DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. Z - co Q zZ CRY 57REAM 5EE ,VV 50ULEDERS E3 CONCRETE ST F O � W Ia a. J W X Uaw W 3 i 3 W `G-I' Z Z 6 4 2 ALL CONCRETE THICKNESS g ' WQ 6 0 STEEL RE I NFORGEMENT d AND BASE MATERIAL .` M 2 W d d ° ° ° SHALL BE A5 a d °a ° ° d 00 Q Q d ° ESTABLISHED BY THE d d ° IL C d ° d 10 o 0 ,Q GEOTECHN I GAL ENG 1 NEER. = o o � co � W z 0 0 0 0 �'0 - o 0 0 0 �$r) - O Q SEE NOTES ON TH 15 - F- Z U O DETAIL. 0. OC - O cr) HUU EXPAN51 ON JO I NT 50ORE JO I NT NOTE: SHEET DESCRIPTION 1. EXPAN51 ON JOINT- TYPICAL 6. RE I NFORG I NG STEEL - REFER TO EXPANSION JO I NT5 I N WALKS TO OGGUR AT ALL GRANGES I N D I REGTI ON CONSTRUCTION 50 I LS ENGINEER'S SPECIFICATIONS FOR SIZE AND LOCATIONS AND WHERE NEW CONCRETE PAVING ABUTS EXISTING S I DEWALK5 DETAILS 2. 5/5" WIDE FULL DEPTH ASPHALT AND/OR CURBS. THE RECOMMENDED 5PACING FOR EXPANSION SATURATED FIBER EXPAN51 ON -7. AGGREGATE BASE - REFER TO JO I NT5 I N WALK5 15 16 O.G. FOR CONTI NUOUS WALKS UNLESS BOARD SOILS REPORT IF APPLICABLE. OTHERWISE RECOMMEND BY PROJECT SOILS ENG I NEER. 3. CONCRETE PAVING ' REFER TO SOILS ENG I NEER'5 REPORT FOR MINIMUM THICKNESS OF DESIGNED SMP SEE FINISH SCHEDULE 5. FINISH GRADE CONCRETE, AGGREGATE BASE AND RE I NFORG I NG STEEL SIZE AND SPECIFICATIONS. DRAWN TSR 4. 1/4" RADIUS - ALL EDGES C1. COMPACTED 5UBGRADE - REFER CHECKED TO 50I LS REPORT ALL CONCRETE WORK IDENTIFIED AS PART OF TH 15 DETAIL SNIP 5. 5/4" DEEP X 3/5" WIDE (MAX.) 15 NOT PART OF THE G I T`I' OF PALM DE5ERT'5 LANDSCAPE DATE TOOLED SCORE JOINT WITH DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. 02.01.07 1/4" RADIUS EDGES WHERE OCCURS JOB NO. 261454 SEE CONSTRUCTION PLAN Cqp F E 4548ONSTDETAILS SHEET NUMBER SECT 1 ON CD �l E, EX AI S I O 1 �O I T I$ 5�0RE JOINT OF 20 SHEETS PLAN SET "104-02-07 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 6. Glean-Up strap ties - 'Simpson Strong Tie' or equal. Joist hangers and heavyy angles - l. Upon completion of work, remove all forms, debris, material and tools from 'Simpson Strong Tie' or equal. Screws, hinges, nails, bolts, and wOXI-5. All SUMMERS/MURPHY 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 maut� be included 11. BLOCK MA50NRY 5. Stain and paint - as selected and shown on drawings.- refer to finish schedule (949) 443-1446 FAX (949) 443-1631 as art of the finishes indicated on the construction larr finish schedule p Scope of Work - Provide all labor, materials, tools, equipment transportation and but have been included for bid alternates indicate 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 28 days. or to provide min. specification for builders "option" offer to its buyers. y P y Vp,NDSC,gp drawings, including but not limited to the following: B. Rough Carpentry ,°�.M• Murphy Fq�ti and framing plumb and true to line as shown on I. Set all posts, beams, rails a g p C, o y Materials 'w I. CON CRETE A. Mate the drawin s. o cA Scope of work - Provide all labor, materials, tools, equipment, transportation and I. Slump block units meeting grade A, ASTM C-q0, concrete block units Grade g a necessary incidentals for the completion of all concrete flatwork as shown on the A, ASTM C-q0. 2. Connections - make all connections as shown on the drawings.5plice lumber �i93itos drawings including but not limited to the following: at posts only. Utilize all nail and/or bolt holes for all hardware. * Renewal Date 2. Cement - Standard Portland Cement ASTM designation G-150 Type I or II, A. Materials low alkali. g yp 5. Ease / sand all top edges of exposed lumber for bench tops, low walls, etc., 1�1 Date I. Cement - Standard Portland Cement, per designation 0-150 of the ASTM where surface contact is provided. FOFCAL1F° Type 11, III, or V, low alkali, single brand throughout. Refer to Soil Engineer's 3. Sand - Glean, well graded A5TM 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 0-33 5/4" 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 0-144. 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- cation shall be restricted to the designation A-165. original site for which they 3. Water - Water used shall be of potable quality. C. Painting and Stain were prepared. Re-use, repro- 6. 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 on auction or publication by any 4. Steel - Reinforcingsteel for decks and walks to be intermediate rade even surface. method, in whole or part, is g ?. Mortar - by volume, freshly prepared, uniformly mixed in ratio I art cement, prohibited except by written deformed bars conforming to A5TM A-615 and/or Grade 40. Mesh ASTM I/2 art lime putty,, 4-I/4 arts sand, conformin to ASTM G-2�� Omit lime 2. Sand smooth all ex osed surfaces is s ecified as 545. permission from Summers/ A-4�16, size where shown on drawings. p p y p g p p Murphy & Partners, Inc. putty if plastic cement is used. 5. Prime all painted surfaces with one coat primer. 5. Expansion Joints - Asphalt impregnated felt. Polyfelt Ethafoam as indicated 5. Grout - by volume freshly prepared, uniformly mixed I part cement, 3 parts 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 loins shall be level. Headers and corner units to show D. Protection and Cleanup -T. Gold Joints - Butt type, butt type with dowels. Screed key point as indicated finished faces where exposed. Joints and bond pattern to be as shown on 1. Protect all existing work from paint overspray. yp yp the drawings. Z on the drawings. 2. Upon completion of work, remove all scrap wood, debris, materials and 0 C. Reinforcing tools from site. 5. 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 some size as wall reinforcing. Refer to V. Metal Work Scope of Work - Provide all labor, materials, tools, equipment, transportation °C L.M. Scofield, in matching color. Structural Engineer's specifications for all steel sizes and locations. and necessaryincidentals for completion of all metal rk where shown on the H process MD7C. 'Lithochrome' color wax for color D. Cutting of Masonry drawings, inclding but not limited to the following: q. Curing Material Hunts pr g y 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 A5TM designation 500 and/or QQaQaa E. Grouting of Masonry hand forged, cold rolled wrought iron in sizes as shown on the drawings. 10. Color Conditioned Concrete - Ghromix 1. Grout all 1 cells Is with vertical steel solid as shown on the drawins. g admixtures for integral colored s etc. to be heavy duty. latches bolts washers screw 2. Hardware hinges, , y concrete by L.M. Scofield Company. 2. Grout all cells below grade solid. Refer to construction details for "specific" hardware specification. 11. Dust-On Color - 'Lithochrome' color hardener by L.M. Scofield Company. 3. Provide minimum 5/4" between steel reinforcing and blocks. 3. Concrete - Glass A concrete minimum 2,000 PSI at 28 days and/or 12. Surface Retardant - 'Lithotex' to surface retarder as menufactured b 'For-Rock' as shown on the drawings. p y F. Weepholes 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 drawin s or approved drainage 'Metalizing' or galvanizing or powder coating if shown on the drawings. system per Structural Engineer's specifications. g pp g y B. 5ubgrade B. Fabrication and Installation I. Grade all subg p rades to a uniform depth and compaction. Moisten all CG. Ex p ansion Joints 1. Contractor shall make all measurement for fabrication in field prior to sub rades prior to pouring of concrete. I. Provide vertical expansion joints in wall per local code and Structural starting work. g p p g soil. Engineer's specifics ions. 2. Gut all footings in undisturbed or compacted 2. Horizontal bars to taper with grade or step with grade as shown on the 3. Place sand or a gregate base as directed in the site specific geotechnical H. Waterproofing drawings. Vertical bars to be plumb. 0 I. Water roof all retaining walls below grade with asphalt emulsion, 2 coats. g obtain a certified p g g p report and installation recommendations. Contractor to copy from the general contractor or owner. C. Welding 0 G. Forms 1. Cleaning I. Welding to comply with the requirements of standard code for ARC and W I. Glean all masonry work, remove all mortar stains. gas welding. 0 > M 1. Use only finished lumber. Set all forms true to grade and position. 0 Im � 2. Upon completion of work, remove all mortar droppings, debris, materials and 2. Weld to only clean, rust-free surface. GV O 2. Moisten all forms prior to pouring of concrete or use approved form tools from site. O) O release agents. 5. All welds to be continuous and free of cracks, craters and porosity. Tack C'3 N ill. BRICK MA50NRY welds not acceptable. Z V D. Expansion Joints Scope of Work - Provide all labor, materials, tools, equipment, transportation and 0 = 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. J Cl) W CO structures, i.e., garage, walls, base of steps, pool bond beam as indicated on the drawings, including but not limited to the following: W =) Z ^► the drawings. 5. Plug all open ends and tops, and weld. Z 0 � � A. Materials D. PaintingO Q U) IX 0) 2. Place control oint in concrete not to exceed a horizontals spacing as ~ J p g 1. Brick or stone conforming to A5TM A-62 grade MA as shown on the drawings. 1. Prim all metal work with one coat Zinc Chromate primer. specified by a soils engineer. construction joints in concrete where costing on concrete is to be 2. Cement - Standard Portland Cement A5TM designation 0-150, Type 11, 111, or 2. Paint all metal work with 2 coats 'Rustoleum' in semi-gloss or flat as shown 3. Place J g V low alkali single brand throughout. Refer to Soils Engineer's report for on the drawings. Paint to be 4 mils minimum dry thickness each. stopped and subse uent costing is to be started .pp q g recommendations. 3. Prime and paint per above, all field welds. E. Concrete 5. Sand - Glean, well graded A5TM designation C-144. 1. Glass A concrete shall contain not less than 5 sacks of cement per cubic yard g g 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. N 4. Water - Water used shall I be of potable ua I it 25 days. Compressive strengths are to be determined in accordance with p q y' Z Q co ASTM G-3�1. The slump shall not exceed 4". Refer to the site specific soil 2. Obtain Fire permit where required for on-site welding. report for sites specific concrete mix specifications and steel reinforcement. 5. Steel - Reinforced steel for walls to be Grade 40 deformed bars ASTM Q Z Z p p p designation A-165. 5. Upon completion of work, remove all scrap iron, debris, materials and cc 1= :5 2. Concrete mixing - All transit mixed concrete shall be mixed and delivered in tools from site. W 0 accordance with the requirement of Standard Specifications for read CL 6. Mortar - by volume, freshly prepared, uniformly mixed in ratio I part cement, cl. p y mixed 1/2 part lime putty, 5 parts sand, conforming to A5TM C-270. Omit lime putty J W concrete ASTM C-c14. if plastic cement is used. (n Q (L F. Concrete FinishingW UQ - U rnl mixed in ratio I art cement _ �. Grout - b volume, fresh) prepared, uniformly , concrete with heavy metal rid. Screed with straight y y p y p H I. Broom Finish Tam fresh co p V) edge to remove all irregularities. Float to a smooth gsurf ace, steel trowel, g 3 parts sand or I part cement, 3 parts sand and 2 parts pea gravel. o and edge to on even hrd surface. Score as indicated on drawings. Use a new B. La in of Brick CO) Z g manila hem bristle broom. Brush markings on slab in uniform fashion perpendicular y over J W p g p p I. Lay all masonry straight and true to line with brick vertical points plumb 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 Q finished faces where exposed. Joints and bond pattern to be as shown on ti 2. Rock Salt Finish - Tamp fresh concrete with heavy metal grid. Screed with W the drawings. W straight edge to remove all irregularities. Float to a smooth surface, steel 00 G. Reinforcing = 00 Q Q trowel and edge to an even hard surface. Score as indicated on drawings. 1. All bars in masonry shall be lapped a minimum of 40 bar diameters. Dowels CO M 0. Z 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 _ with enough pressure to dissolve rock salt after concrete has set. obtain Structural En ineer's details and specifications for all steel sizes provided to contractor from owner. Z 0 ~ and locations. Copy�to be p 5. Pea Rock Retarded Finish - Tamp fresh concrete with heavy metal grid. Q Q D. Cutting of Masonry Q. _ 0 5creed with straight edge to remove all irregularities. Float to a smooth g y O surface, steel trowel and edge to an even hard surface. Apply surface I. Use masonry saw for brick cuts unless specified otherwise. Bricks cut less � � � V V g pp y 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 Revea I a re ate b us in water 'et and coarse fiber brush to remove 1. Grou-t core wa I Is solid as shown on the drawings. SHEET DESCRIPTION gg g y g J retardant paste from surface washin thoroughly until surface is clean and p g g y 2. Provide minimum of :2-1/2" rout space between double brick walls. Provide exposure is complete and uniform. minimum 5/4" between steer reinforcing and brick. CONSTRUCTION 4. Hand Seeded Aggregate Finish - Tamp fresh concrete with heavy metal grid. SPECIFICATIONS Screed with straight edge to remove all 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 QUALIFICATION 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 0-2-1 DESIGNED depth below concrete surface. I. Gleaning and Sealing ALL CONCRETE CONTRACTORS SHALL BE CALIFORNIA LICENSED 0-5 SMP 5. Stamped Concrete - Tam fresh concrete with heavymetal rid. Screed I. Glean all masonry work. Remove all mortar stains. Remove alkali with solution ALL MASONRY CONTRACTORS SHALL BE CALIFORNIA LICENSED 0-21 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 on the drawings. CHECKED Apply color hardener 'Lithochrome' by L.M. Scofield by the dry shake NOTE: SMP method using a minimum of (50 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 floatingMASONRY, WOOD tools from site. ALL CONCRETE, MASONR , OOD 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 drawin s. Apply color curing compound 'Lithochrome' color IV. CARPENTRY 261454 g pp y g p DESERT'S LANDSCAPE DEPARTMENT'S INSPECTION AND APPROVAL CAD FILE wax by L.M. Scofield Company using roller or sprayer. If 'Bomocron' type Scope of work - Provide all labor, materials, tools, equipment, transportation and 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, texturingthe concrete. Color curing compound may be optional, as including but not limited to the following: SHEET NUMBER g p y p I T I S THE OWNER 5 RESPON51 B I L I TY TO OBTAIN ANY ADDITIONAL indicated on the drawings. A. Materials APPROVALS THAT ARE NECE55ARY FOR WORK THAT 15 TO BE 6. Sand Finish - Tamp fresh concrete with heavy metal grid. 5creed with I. Wood - rough sawn, resawn, surfaced 4 sides where shown on the drawin s, PERFORMED AS PART OF THESE PLANS / SPECIFICATIONS UNDER OTHER straight edge to remove all irregularities. Float to a smooth surface, steel straigght, sound, free from marks, pin head knots, sap pockets, slivers, ant DEPARTMENT'5 JURISDICTION. cs �i trowel and ed a to an even hard surface. Prior to set, lightly sponge chec�Cs. Select grade or better where shown on the drawings. g g y C.,ONSTRUCTION SPECd FICATIONS OF 6 SHEETS PLAN SET "A" 1-31-07 IRRIGATION NOTES IRRIGATION MATERIAL LEGEND (H OA) SUMMERS LANDSCAPEE ARPHRCHITECTS k PARTNERS, INC 1 ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR SYMBOL DANA POINT, CALIFORNIA 92629 PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 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 V 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) �p,NDSCA o 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 k.� Murph F-1 TO THE OWNER'S REPRESENTATIVE. EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE 'o S- SIDES OF TREE TYPICAL. 3 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. a° Maximum Water Allowance (MWA) NOT SHOWN RAIN BIRD XERI BUG XB-05PC-1032, XB-10PC-1032, &XB-20PC-1 032 PRESSURE COMPENSATING DRIP EMITTERS (0.5-2.0 GALLONS PER B Signature 4 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 Inut Zone BEFORE BEGINNING WORK. p � � �y. * Renewal Date 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'> Date �P 5 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO �TFOF CALIFO�� 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 Tree & Shrub Square foot 5738 (Includes D.G. and gravel areas) PER MANUFACTURER'S SPECIFICATIONS. accompanying specifications THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. 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 WORK 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 N/A Summers/Murphy & Partners, NECESSARY BY THE OWNER. Total Waterfeature Square footage 0 Inc. and their use and publi- Total Landscape Square f 6288 ® EXISTING 11/2" BACKFLOW PREVENTER ASSEMBLY INSTALLED BY CVWD N/A cation shall be restricted to the 7 INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE original site for which they RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND Zone No. Eta Water Adj. Total Conversion Factors Total ® WILKINS MODEL 500HLR 11/2" PRESSURE REGULATOR C were prepared. Re-use, repro- duction or publication by any INSTALLATION. Factor Sq. ft. 0.62 748 MWA ® method, in whole or part, is RAIN BIRD EFB-CP SERIES BRASS MASTER VALVE - 1-1/2 NORMALLY CLOSED. D 8 ACTUAL LOCATION FOR THE INSTALLATION OF THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE 1 57.01 0.5 0 0.62 748 0 prohibited except by written 2 66.82 0.5 0 0.62 748 0 permission from Summers/ OWNER'S AUTHORIZED REPRESENTATIVE. 3a 75 0.5 0 0.62 748 ® DATA INDUSTRIAL 220P SERIES TEE FLOW SENSOR FOR IRRIGATION HIGH FLOW SHUT-OFF - 1-1/2 SIZE. E Murphy & Partners, Inc. 0 8 CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE 3b 88 0.5 0 0.62 748 0 0 "-4 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 6288 0.62 7481 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 I 10 ALL REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL REMOTE Total Number of plants 1247 ' © 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. WITHIN 18" OF HARDSCAPE. Number of plants by water use % of Total Landscape Square Footage Z O 1 Low 7V 0.591 3066.204 ® W.C.S. RAIN SENSOR, RG/RG-VR, MOUNT TO REAR OF ENCLOSURE AND WIRE TO CONTROLLER J 11 THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED 2 Low/Mod 66 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 GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER 4 Mod 1 Hi Q. 0.000 0.000 SPECIFICATIONS. 5 High 0 0.000 0.000 AS APPROVED PVC PIPE 3/4"- 11/2" CL. 200 AS LATERAL LINES 12" BELOW GRADE K W 6 Low Trees 28 0.022 116.491 Q 7 Low/Mod Tree 20 0.016 83.208 - - AS APPROVED PVC PIPE 2" CL. 315 SOLVENT WELD AS MAINLINES 18" BELOW GRADE K 8 Mod Trees 79' 0.063 328.670 AS APPROVED PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED L a Q Q a Q Q 9 Mod/Hi Tree ( 0.000 0.000 PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. 10 High Trees ( " 0.000 0.000 MASTERS AT THE GALLERY- FRONT YARD LANDSCAPE IRRIGATION PLANS Total 1247 NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL(U.L. APPROVED) K,L,M PLANT/ EMITTER SCHEDULE M T WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS NO SYMBOL 3M DBY-6 DIRE( BURIAL WA 00 EMITTER EMITTER SHRUBS BOTANICAL NAME COMMON NAME QUANTITY VOLUME Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: I --VALVE NUMBER LOW WATER USE SHRUBS Spray/Bub/Drip 4 0.9 3066 1 Low Shrub /A20\ 20 P.M. Season Zonal Eto Rant Area Conversion Factors Estimated ACALYPHA MONOSTACHYA RASPBERRY FUZZIES 2 1.0 GPH Value Factor sq.ft. 0.62 748 Irri. Elf. Water Use 1" 2000 ---QTY. OF EMITTERS (IN DRIP ZONES ONLY) AGAVE AMERICANA CENTURY PLANT 2 1.0 GPH Spring 20.69 0.2 3066.204 0.62 748 0.9 11.69 ALOE BARBADENSIS ALOE VERA 2 1.0 GPH Summer 57.29 0.2 Milb.204 0.62 748 0.9 32.36 VALVE SIZE ALOE 'BLUE ELF' BLUE ELF ALOE 2 1.0 GPH Fall-Winter 15.97 0.2 3066.204 0.62 748 1 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: LARREA TRIDENTATA CREASOTE 2 1.0 GPH O LAVANDULAANGUSTIFOLIA LAVENDER 2 1.O GPH SparylBublDrip 4 0.9 274.585 2 Low/Mod Shrub Season Zonal Eto Rant Area Conversion Factors Estimated OENOTHERA CAESPITOSA WHITE-TUFTED EVENING PRIMROSE 2 1.0 GPH PENSTEMON SUPERBUS PENSTEMON 2 1.0 GPH Value Factor sq.ft. 0.62 748 Irri. Elf. Water Use Q Spring 20.69 0.35 274.5854 0.62 748 0.9 1.83 LU SALVIA CLEVELANDII CLEVELAND SAGE 2 1.0 GPH Summer 57.29 0.35 274.5854 0.62 748 0.9 5.07 O STIPA TENUISSIMA MEXICAN FEATHER GRASS 2 1.0 GPH Fall Winter 1 15.9 .351 274.5854 0.62 748 0.9 1.41 YUCCA ELATA SOAP-TREE YUCCA 2 1.0 GPH TOTAL 8.32 WATER PRESSURE CALCULATIONS O (� YUCCA BACCATA BANANA YUCCA 2 1.0 GPH WATER METER NUMBER 1 WATER METER SIZE 11/2" cm0 ZINNIA GRANDIFLORA PRAIRIE ZINNIA 2 1.0 GPH HYDRAULIC GRADE LINE FT) IWATER METER ELEVATION FT - CERTIFICATE OF PROJECT C❑MPLETI❑N 0 0) C4 2 1.0 GPH 90 ZEPHYRANTHES GRANDIFLORA RAIN LILY ELEVATION DIFFERENCE FT - STATIC PRESSURE PSI r Plantllrri ation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Z Q 9 Y Yp � 1 Spray/Bub/Drip 4 0.9 1318.842 3 Mod Shrub REMOTE CONTROL VALVE# 8 REMOTE CONTROL VALVE SIZE 1 Project Name:----------------- Parcel No..Map or Tract �_________________ 0 LOW/ MOD WATER USE SHRUBS I Season Zonal Eta Rant Area Conversion Factors Estimated R.C.V. DEMAND GPM 22 TOTAL DEMAND GPM 22 O HIGHEST HEAD SERVED FT STATIC PRESSURE AT HIGHEST HEAD - Project Locationi__________________________________________________ •• LiJ Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use LLJ = ^ AGAVE GEMINIFLORA TWIN FLOWER AGAVE 4 1.0 GPH Spring 20.69 0.5 1318.842 0.62 748 0.9 12.57 SIZE DESCRIPTION FLOW # PSI LOSS Z (� AGAVE DESMETTIANA AGAVE 4 1.0 GPH 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 Maximum Water Allowance ___________________________________________ (In hundred cubic feet) 3 Q LEUCOPHYLLUM CANDIDUM SAGE 4 1.0 GPH Fall-Winter 15.97 0.51 1318.842 0.62 748 0.9 9.70 11/2" WATER METER DISC TYPE 22 2 1.0 PSI O r ccv LEUCOPHYLLUM FRUTESCENS TEXAS RANGER 4 1.0 GPH 11/2" BACKFLOW PREVENTER R/P TYPE 22 3 13.0 PSI TOTAL 57.06 Estimated Total Annual Water Use: 11/2" FILTRATION (WYE FILTER 22 4 0.2 PSI MODERATE WATER USE SHRUBS TREES 11/2" PRESSURE REGULATOR WILKINS 500HLR 22 5 4.0 PSI 11/2" BFD ASSEMBLY PIPING BRASS W/4 ELLS 22 6 1.3 PSI ------------------------------------------------ (In hundred cubic feet) BOUGAINVILLEA"RASPBERRY ICE" BOUGAINVILLEA 5 1.0 GPH Plantllrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: 11/2" MASTER CONTROL VALVE 22 7 2.4 PSI Preliminary Project Documentation Submitteds (initials indicates submittal) CALLISTEMON VIMINALIS'LITTLE JOHN' DWARF WEEPING BOTTLE BRUSH 5 1.0 GPH 11/2 FLOW SENSOR 22 8 1.0 PSI Spray/Bub/Drip 4 0.9 83.208 7 Low I Mod Tree „ CAESALPINIA PULCHERRIMA ROCK ROSE 5 1.0 GPH 2 ISOLATION VALVES BALL TYPE 22 9 1.0 PSI _____1. Grading design plan CISTUS PURPUREUS LAUREL LEAF SNAIL SEED 5 1.0 GPH Season Zonal Eto Rant Area Conversion Factors Estimated 2" 100 FEET OF MAINLINE: CL. 315 PVC 22 10 0.4 PSI CISTUS EA PUREVISC SA LAUREL E L BUSH 5 1.0 GPH Value Factor sq.ft. 0.62 748 Irri. Elf. Water Use FEET OF MAINLINE 11 - PSI _____2, Landscape design plan DODONSpring 20.69 0.35 83.2077 0.62 748 0.9 0.55 2" 2- 90 DEGREE ELBOWS 22 12 0.1 PSI 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 CAMARA VARS.'NEW GOLD' NEW GOLD LANTANA 5 1.0 GPH Fall-Winter 1 15.97 1 0.35 83.20771 0.62 748 1 0.91 0.43 10% LATERAL LINE LOSS N/A 14 3.0 PSI Z Z co 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 16 - PSI I= :5 ROSMARINUS OFFICINALIS ROSEMARY 5 1.0 GPH Post installation Inspection: (initials indicate completion) O Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: TOTAL SYSTEM PRESSURE LOSS SUM OF#1 THRU #16 17 31.3 PSI RUSSELIA EQUISETIFORMIS CORAL FOUNTAIN 5 1.0 GPH Spray/Bub/Drip 4 0.9 328.670 8 Mod Tree PRESSURE REQUIRED AT HEAD 18 30.0 PSI -----A. Plants installed as specified W U. a SALVIA GREGGII 'SIERRA LINDA RED SALVIA 5 1.0 GPH 0. J W Season Zonal Eto Rant Area Conversion Factors Estimated TOTAL PRESSURE REQUIRED SUM OF#17 AND #18 19 61.3 PSI Value Factor sq.ft. 0.62 748 Irri. Elf. Water Use STATIC WATER PRESSURE FROM ABOVE 20 90.0 PSI B. Irrigation systems installed as designed < Q Spring 20.69 0.5 328.6704 0.62 748 0.9 3.13 RESIDUAL PRESSURE SUBTRACT#19 FROM #20 21 28.7 1 PSI SET PRV OR MCV AT #19 PLUS 10 PSI 221 71.3 PSI Comments:___________________ DRIP SYSTEM NOTES Fall-Winter 15.97 0.5 328.6704 0.62 748 0.9 2.42. Summer 57.29 0.5 328.6704 0.62 748 0.9 8.67 PRESSURE BOOST, IF REQUIRED SET TO ACHIEVE 30 PSI RESIDUAL 23 N/A PSI I- CO TOTAL1 14.22 ------------------------------------------------------------ ifl W Z 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 (/) :5 LEGEND. POLYFLEX RISERS SHALL BE CONNECTED TO THE PVC Total Tree And Shrub 137.19 J i LJJ LATERAL LINES IN LOCATIONS ALONG THE LATERAL LINE ROUTE IN Comments;_____________________________________________________ Q 0 QUANTITIES AND LOCATIONS REQUIRED BY THE PLANT GROUPS. Total Estimated Water Use 137.19 tiC W INSERT DRIP EMITTERS INTO RISER AS CLOSE AS POSSIBLE TO PLANT ------------------------------------------------------------ 00 J d h b t MATERIALS. COVER ALL DRIP TUBING COMPLETELY WITH DECOMPOSED It is my opinion that the work outline above as been completed in substantial Q Q at GRANITE SPECIFIED ON LANDSCAPE PLANS accordance with Coachella Valley Water District and The City of Palm Desert's CO M a Landscape and Irrigation Guidlines. CO � Z CONTRACTOR TO PROVIDE THE QUANTITY OF EMITTERS AND RISERS Controller A IRRIGATION CONTROLLER RUN TIMES LL O BASED ON THE ACTUAL PLANT COUNT AND THE EMITTER LEGEND PLANT TYPE! SPRINKLER TYPE Eto AKc PR RATE IE RUN TIME QUANTITY RUN TIME ' ' Z Q SHOWN BELOW. ANY REFERENCE TO EMITTER QUANTITIES ON THESE Days Per Week: 6 9.9 (HOURS) (HOURS) Landscape Architect Signature Date License No. PLANS IS FOR DESIGN USE ONLY. VERIFY THE ACTUAL PLANT Q (,� Shrub and Ground Covers: IW QUANTITIES AND SIZES FROM THE LANDSCAPE PLANS PRIOR TO Drip 9.90 0.40 0A9 0.90 0.35 5 1.75 BIDDING OR STARTING WORK. � Co �- V V Trees: Bubbler Heads 9.90 0.80 3.00 0.90 0.11 11 1.25 CYCLES PER DAY: 1 TOTAL NUMBER OF STATIONS: 16 SHEET DESCRIPTION TOTAL RUN TIME IN HOURS FOR 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 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 STR 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 and USBR easements or right-of-way without first obtaining an encroachment permit DESIGNED S+A from CVWD. DRAWN S+A DATE WATER MANAGEMENT SUPERVISOR CHECKED SNIP DATE 1.31.07 CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR JOB NO. 261454 CAD FILE NOTE: sweeney + associates SHEET NUMBER I D ANYCHANGE5 TO THEAPPROVED PLAN MUST BE RRIGATION ESIGN AND CONSULTING California 5UBM I TTEID IN WRITING TO THE G I TY OF PALM 38730 Sky Canyon Drive,suite C DE5ERT FOR APPROVAL PRIOR TO INSTALLATION Murrieta,CA 92563 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 "C" 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 112" 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"IFS"ONTO LID. EDGE. HEAT BRAND"MW ONTO LID. PRESSURE REGULATOR, SEE LEGEND FOR SPECIFICATION 2"MIN. SCH 80 PVC NIPPLE, LENGTH AS REQUIRED SUMMERS/MURPHY & PARTNERS, INC FLOW SENSOR, SEE LEGEND FOR SPECIFICATION MASTER CONTROL VALVE,SEE LEGEND FOR SPEC. L34197 COAST ANDSCAPE ARCHITECTS 3 f- FINISHED GRADE _ - - FINISHED GRADE DANA POINT,HCALI CALIFORNIA 0 -I I I-I I I- 2" MIN. _ - _ -� � FINISHED GRADE IN SHRUB AREAS � - -_ -_ IN SHRUB AREAS r (949) 443.1446 FAX (949) 443-1631 . lot �— FINISHED GRADE IN SHRUB AREAS �jjT _ — — _ III —III—IIIPVC SCH 80 1_ XERI-BUG DRIP EMITTER WITH THREADED UNDISTURBED SOIL T4"MIN. - 4 MIN. 1111�--III - NIPPLE, 3"M N.,2 REQ. ,r INLET(SEE LEGEND FOR SPECIFICATION) J!i _ !LL }}�� _ 2 MIN. II� - 24"WIRE LOOP J! - 24"WIRE LOOP -III—I I I II I II I I IleFINISHED GRADE l�Ti-f— irf T TRIPLE SWING JOINT ASSEMBLY 3) �ANMurPh PF� TTT— VALVE ID TAGS V n..p v PVC SCH 40 SLIP - - '��•t M y 'I'o� PVC MAINLINE PIPE �v G• I^ -�10 PIPE DIA ► 5 PIPE DIA PER SPECIFICATION wG FLO B ADAPTER, REQU RED COUPLING,2 REQ. -- j_ =_ -�_ o I-1 11—I I I- I I I—I I I-1 I F: UNDISTURBED SOIL w a 2"MIN. 2' MI PVC MAINLINE TO FLOW 2" MIN. PVC MAINLINE TO MASTER =III=IIM =III=I I I=I SCH 40 PVC SxSxT TEE FITTING ( -t o o o ° • SENSOR, PIPE PER SPECS. �o° ° ° VALVE PIPE PER SPECS. III-III-III- III—I I I�I I- LATERAL x SPRINKLER INLET SIZE Signature o�o 0 0 0 0 0 0 7-31-08 zr..- - q =III=III=1 =III=III=1 8 �8 a o •�8 a ° BRICK SUPPORTS -0S•0105•-:'�209( mod'°� o�,Qo�oO•° BRICK SUPPORTS FLEXIBLE RISER(RAIN BIRD PFR/FRA) * Renewal Date -- BRICK SUPPORTS o 0 o Qo 0 TWELVE(12")LENGTH LATERAL LINE, SEE SPECIFICATIONS o°Q*0 0 �O O t qo 3/4 ROCK, 3 CUBIC FT. PVC FITTING(SxSxTTEE) FOR TYPE AND DEPTH REQUIRED sT Date �P LANDSCAPE FABRIC BRASS NIPPLE TYP. SIZE: LATERAL x LATERAL x 1/2" �TF OF CAL UFO�� 3/4"ROCK 2 CUBIC FT. LANDSCAPE FABRIC LANDSCAPE FABRIC PVC MAINLINE PIPE TO MASTER VALVE 3/4" ROCK,2 CUBIC FT. PVC LATERAL LINE These drawings and/or the (NOT LESS THAN 10 PIPE DIAMETERS) PVC MAINLINE PIPE FROM 12"BELOW FINISHED GRADE 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. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF 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 publi- USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOWN-STREAM SIDE SECTION VIEW- N.T.S. cation shall be restricted to the OF THE FLOW SENSOR. THE MASTER VALVE ASSEMBLY. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UPSTREAM SIDE OF original site for which they THE PRESSURE REGULATOR ASSEMBLY. 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 PRESSUR E REGULATOR B DRIP CONNECTION A BUBBLER ON RISER Murphy & Partners, Inc. FINISHED GRADE IN TURF AREAS STAINLESS STEEL DUAL HYDRAULIC PISTONS FINISH GRADE IN TURF AREAS FLIP TOP LID, SHOWN FINISH GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN IN OPEN POSITION SUPPORT LID OPEN PLASTIC RECTANGULAR'JUMBO'VALVE BOX WITH BOLT DOWN CONTROLLER ENCLOSURE COVER, USE STAINLESS BOLT, NUT,AND WASHER. PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN PLASTIC ROUND VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. DIMENSIONS WHEN CLOSED: COVER, USE STAINLESS BOLT, NUT,AND WASHER. COVER, USE STAINLESS BOLT NUT AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE 38"H x 16"W x 15.5"D BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE HEAT BRAND"QCV"ONTO LID. EDGE. HEAT BRAND "BW ONTO LID. Z EDGE. HEAT BRAND"RCV"AND CONTROL STATION#ONTO LID. CONTROLLER ® • TERMINAL STRIP FOR EDGE. HEAT BRAND"RCV"AND CONTROL STATION#ONTO LID. BALL VALVE, SEE LEGEND FOR SPECIFICATION O STAINLESS STEEL � QUICK COUPLER KEY WITH MALE HOSE BIB 16"WIDE TOP-ENTRY REMOTE CONTROL VALVE 3" CONNECTION AS SHOWN, KEY MUST CLEAR VALVE BOX _ CONTROLLER ENCLOSURE WIRE CONNECTION -`- FINISHED GRADE I 3" _,� -!- FINISHED GRADE IN SHRUB AREAS NEMA 3R RAINPROOF RATED STAINLESS STEEL, U.L. LISTED, - - - - - IN SHRUB AREAS =I I I 111- _ - FINISHED GRADE 3,. I I=III- - - -III-III_ _ _ - - _ - - PREDRILLED, REMOVABLE PRESSURE REGULATING I I I=III-I IN SHRUB AREAS �- FINISHED GRADE IN SHRUB AREAS I(I-III-I �=III-III =1II=1 I I- —__ —__ _ 4" MIN. BACKBOARD. REMOVABLE FRONT III-III-I WYE FILTER I—III—III III—I i r 4"MIN. i I.i 111= III=III=1 4"MIN. _ PANEL NOT SHOWN III-III= - �II-I I I III-I I= Q ! -III—III R.C.V. III-III- -I I i-I I 24"WIRE LOOP E III=1 I' =1 I I-I I I I II I(� ►1=1 1= III-III= III=I i I- o POWER SWITCH - - � - - VALVE ID TAG =1 11=1 I o QUICK COUPLER VALVE F gW I I=)11= -I I -I I I -+ + I- LATERAL�- I 1=1 11= SEE LEGEND FOR SPEC. �— PRESSURE SUPPLY LINE a a Q Q a a O PVC S x T ELL SCH 80 PVC AND RECEPTACLE GALV. PUNCH LOC(2 REQ.) 2 MI DEPTH AS PER SPECS. CONTROL VALVE BRASS NIPPLE LENGTH AS REQ. o o PVC MALE ADAPTER FLOW FEMALE ADAP. 2"MIN. ° ( ) •O• ° SCH.80 PVC V V. SCH 40 PVC RISER II a ° V. ° ° $° BRICK SUPPORTS G��g° a ° o �- BRICK SUPPORTS FINISHED-�•- PREFORMED ALUMINIUM PAD TO DRIP MAINLINE 9 BRICK SUPPORTS, BRASS TRIPLE SWING JOINT(SIZE PER QCV) GRADE _ - SYSTEM STRONGBOX QUICKPAD I= _ ENCLOSURE MOUNTING PAD 4 REQUIRED USE TWO STREET ELLS,ONE NIPPLE(6 MIN. FILL BASE OF = SCH.80 NIPPLE TYP. LENGTH),AND ONE THREADED ELL FOR ASSEMBLY BRASS NIPPLE QUICKPAD WITH i I_ ° I WITH PREFORMED ALUMINIUM ,.pp ° -�- MAINLINE, SEE SPECS. PEA GRAVEL TO r PAD, PLASTIC BASE AND ALL LIN, OM. ° SCH 80 PVC SLIP TEETOP OF BASE UNIT STAINLESS STEEL HARDWARE LANDSCAPE FABRIC 3O MAINLINE FITTING #4 x 36"REBAR STAKE 3/4 ROCK, 2 CUBIC FT. COMPACTED SITE SOIL 3/4"CRUSHED GRAVEL LANDSCAPE FABRIC SECTION VIEW-N.T.S. TWO CUBIC FEET NOTE: 3/4"ROCK, 1 CUBIC FT. BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE 3" PVC CONDUIT/SWEEP FOR BRICK SUPPORTS LANDSCAPE FABRIC LANDSCAPE FABRIC INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX. 1 1/4" PVC CONDUIT/ CONTROL WIRES TO VALVES 3/4" ROCK,2 CUBIC FT. NOTE: SWEEP FOR ELECTRIC 5/8 DIA. x 8 COPPER SECTION VIEW-N.T.S. USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE SERVICE GROUND ROD W/#10 GROUND SECTION VIEW- INSTALLATION AT MAIN LINE DEPTH. SECTION VIEW-N.T.S. WIRE AND CLAMP N.T.S. O I CONTROL VALVE H REMOTE CONTROL VALVE G) QUICK COUPLER VALVE F BALL VALVETOP ENTRY ENCLOSURE DRIP REMOTE CON 0w O > � O Fr �- �O Q CV O 0:1110 C'3 CV LOW VOLTAGE WIRES, 3 MAXIMUM CERTIFICATE OF PROJECT C❑MPLETI❑N Z Q � ♦,� WIRES PASS THROUGH GROOVES IN V ' TUBE LID TO ALLOW LID TO CLOSE e ° a ° PAVING FINISH GRADE Project Name,_________________ Parcel Map or Tract No.=_________________ O = e , G CLOSE TUBE LID AFTER WIRE - - - co Project Location--------------------------------------------------- u-I Z IS INSERTED INTO TUBE III—I I—I III-III- SAND BACKFILL COMPACTED - - - - CLEAN COMPACTED BACKFILL Z V - 0) _ _ TO THE DENSITY OF -III-I I-III—I Maximum Water Allowance:____________________ Q C g = _ _ B (In hundred cubic feet) EXISTING SOIL _ _ III—III- - —III- III—I —I III POLY TUBE PRE-FILLED WITH - A LATERAL LINES -III—I p` LATERAL LINES, SEE SPECS. —_ _ WATERPROOF GEL IN SCH 40 SLEEVE -i I I-III- III-III- Estimated Total Annual Water Use: MCONTROLIII-I I _ I I I—ILOCK TABS PREVENT WIRE REMOVAL CONTROL WIRES WIRES,SEE SPECS. ________________________________________________ (in hundred CUBIC feet) ONCE CONNECTOR IS INSERTED -III-III- I-) I I—I IN SCH 40 SLEEVE -III—III—III III—III- _�- UNDISTURBED SOIL = - - _ = UNDISTURBED SOIL Preliminary Project Documentation Submitted: (initials indicates submittal) — - I—I 11. . . — —I I I- - III SCOTCHLOK ELECTRICAL SPRING �I I I-I I (-III ( I (-III- _ PRESSURE MAINLINE,SEE CONNECTOR. WIRES SHALL BE -III-III- _ = PRESSURE MAINLINE -III-III—I ( I SPECIFICATIONS _____L Grading design plan PRE-STRIPPED OF 1/2"OF THE IN SCH 40 SLEEVE -III-III- C C C C =III—I 00 INSULATION PRIOR TO INSERTION �I I I—III—I I D D D D III-III- 2. Landscape design plan INTO THE CONNECTION. TWIST PVC SLEEVES TO BE III-III-III-III-I I -III-III-III-III CONNECTOR ONTO WIRES TO -III-III-- = I-III-I TWICE THE DIAMETER =III=III=III=III=III=III=III—III=1 3. Irrigation design plan Z a (n SEAT FIRMLY EI I I—III—III—III—III—III—III—III—III- OF THE PIPE OR WIRE SCOTCHLOK CONNECTOR AND WIRES BUNDLE CARRIED. _____ Z INSERTED INTO TUBE UNTIL THE DIMENSION A B C 4, Irrigation schedules cc � :5 CONNECTOR PASSES LOCK TABS DIMENSION A B C D O DETAIL ALSO FOR PIPE Post installation Inspection. (initials indicate completion) a 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" W _ _____A. Plants installed as specified 0. J W NOTE. 3"TO 6"IN SIZE 24" 4" a) Q 0. WIRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT. TOR A POLYPROPYLENE TUBE AND A -----B. Irrigation systems installed W as designed V KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR, 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 13 WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. W Z A copy of this certification has been provided to ❑wner/Developer and District J W Q Comments:----------------------------------------------------- M W M WIRE CONNECTION L SLEEVE INSTALLATION K PIPE INSTALLATION ____________________________________________________________ M Co < Im < = as It is my opinion that the work outlined above has been completed in substantial (� M d. Z accordance with Coachella Valley Water District and The City of Palm Desert'sk LL Landscape and Irrigation Guidlines. Z O ------------------------------------------------------------------------------ Q V Landscape Architect Signature Date License No, 0. 0 � — 0 FINISHED GRADE IN TURF AREAS TORO FCH-H-FIPT AUTOMATIC FLUSH VALVE SHEET DESCRIPTION PLASTIC ROUND VALVE BOX,6"SIZE HEAT BRAND"FV"ONTO LID. IRRIGATION These plans have been reviewed by the Coachella Valley Water District in accordance DETAILS .�—FINISHED GRADE IN SHRUB AREAS A T with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. a I El I I- 2"I IN requiring efficient landscape and irrigation design in cooperation with the local 1 I I=I I I-I -III=I —III=I�I. � , s T R \ I-I I I c 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, =1 I I=1 I I I=I I 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 -� -PVC LATERAL LINE PIPE from CVWD. DRAWN S+A DATE WATER MANAGEMENT SUPERVISOR CHECKED SMP BRICK SUPPORTS DATE 3/4 ROCK, 1 CUBIC FT. 1.31. 7 CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR PVC ELL SCH 80 SxT JOB NO. 261454 LANDSCAPE FABRIC CAD FILE SECTION VIEW-N.T.S. NOTE: sweeney + associates SHEET NUMBER ANY CHANGES 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,CA 92563 951,461.6830 p-951.461.6850 f ID �l email@sweeneyassoc.com www.sweeneyassoc.com N AUTOMATIC FLUSH VALVE IlMurrieta,California-Austin,Texas Ft. Lauderdale, Florida OF 6 SHEETS PLAN SET "C" 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 & PARTNERS, INC LANDSCAPE ARCHITECTS load. B. The work shall include all materials, labor, services, transportation, and equipment necessary to perform the work as indicated B. Emitters shall be used as indicated on the drawings. D. Valves to be installed in valve boxes shall be installed one valve per box. DAN COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 on the drawings, in these specifications, and as necessary to complete the contract. 1.08 Cleanup and Disposal (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 gyp,. M r ph p� 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�,. Murphy �qpc 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 * o y 1. Prior to all work of this section, carefull 'inspect the installed work of all other trades and verity that all such work is ground coves areas. ��' '� �r 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 shall be disposed of off-site Y p ' � Qo o, architectural features. in a legal disposal area. complete to the point where this installation may properly commence. 3.09 Irrigation Heads 9 Si nature 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. J'T Date �P 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 CALtFO�� C. The Contractor shall not willfully Install the Irrigation system as shown on the drawings w C. Riser nipples shall be of the same size as the riser opening in the sprinkler 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. pp p 9 Pbody. 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 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 accompanying specifications the 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 practices. Inc. and their use and publi- the Contractor shall instruct Owner's authorized representative in the 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 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. After the system has been completed, C p pB. 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. re 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 or part, i s prohibited except by written contract furnish directions covering points not shown in the drawings and specifications. damage to planting, paving or other improvements of any kind as a result of the work. permission from Summers D. Field Measurements: 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 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 into and made a part of these specifications, and their provisions shall be carried out by the Contractor. Anything contained in these 1. Make all necessary measurements in the field to ensure precise fit of items in accordance with the original design. 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 A. The entire sprinkler system, including all work done under this contract, shall be unconditionally guaranteed against all defects 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 size than is required by the above rules and regulations, the provisions of these specifications and drawings shall take precedence. filing of the Notice of Completion.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 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 p 1 es to at no additional cost to Owner. at no additional expense to owner within ten (1 0) calendar days of receipt of written notice from Owner. When the nature of the 3. Exercise extreme care in excavating and working near existing utilities. Contractor shall be responsible for damages 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. If it is determined t the Landscape Architect or Owner's authorized representative that additional adjustments or nozzle c 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 C. Guarantee shall be submitted on Contractors own letterhead as follows: possible. Provide offsets in piping and changes in equipment locations as necessary 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 obstructions or conflicts with other work at no additional expense to Owner. recommended by the manufacturer. A. Materials List: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM F. Layout: 3.13 Testing and Observation ce- W 1. After award of contract and before an 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 I- Y 1. Prior to installation, the Contractor shall stake out all pressure supply lines, 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 Q 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 Owner, and governing agencies. 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, , filing of the Notice of Completion and also to repair or replace any damage resulting from the repairing or replacing of such defects B. The Contractor shall be sole) responsible for notifying the Landscape Architect, Owner, and governing agencies, a 2. The submittals shall include the followinginformation: at no additional cost to the owner. We shaft 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 Y P Y 9 p 9 9 9 <1<�< 1 Q a 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. by the owner. In the event of our failure to make such repairs or replacements within the time specified after receipt of written notice g p g p 1 p p p g 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. C. When the sprinkler system is completed, the Contractor shall perform a coverage test of each system in its entirety to number. and charges therefore upon demand. G. Water Supply:I 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: - 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. 140-ADV/36V); and the page(s) in the submittal set g 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 inadequate, without bringing this to the attention of the Landscape Architect. This test shall be accepted by the Landscape c. The catalog cuts shall be one or two pages from the most recent manufacturer's catalog that indicate the product submitted. Do H. Electrical Service: Architect and accomplished before starting any planting. not submit parts lists, exploded diagrams, price lists or other extra information. CONTRACTOR NAME: 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 providing complete irrigation coverage to all intended plantings.T DA TE: 3.02 Trenching f. Submittal format requirements: 3.15 Completion Cleani ng 9 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 O 2.01 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 under paved area these dimensions shall be considered below sub9 rade walks and paving shall be broomed, and any damage sustained on the work of others shall be repaired to original conditions. cr ii. Submittal package shall be stapled or bound in such a way as to allow for disassembly for review processing. Use only new materials of the manufacturer, size and type shown on the drawings and specifications. Materials or equipment END OF SECTION 0 B. Provide minimum cover of 18 inches on pressure supply lines 2 inches and smaller. P pp Y 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 Architects, Owners, or governing agencies standards will be rejected and shall W be be removed from the site at no expense to the Owner. CITY OF PALM DESERT MAINTENANCE 0 > C. Provide minimum cover of 18 inches for control wires. 1. The Contractor shall maintain during installation a sufficient number of men and adequate equipment to perform the work r 3. The Landscape Architect or Owner's authorized representative will allow no substitutions without prior written acceptance. No 2.02 Pipe 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 0 � changes without City approval. the maintenance schedule&guidelines established in the City of Palm Desert's "Desert Flora" Maintenance Guide, current � o CV 0 A. Pressure supply lines 2 inches in diameter shall be Class 315 solvent weld PVC. Piping shall conform to ASTM D2241. edition. 0 0 P E. Provide minimum cover of 12 inches for non-pressure lines. 0 N 4. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only it Z Q 1-1 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 - V pp g F. Pipes installed in a common trench shall have a 4-inch minimum space between pipes. conforming to ASTM D1785. 0 = V 5. The Landscape Architect or Owner's authorized representative will not review the submittal package unless provided in the format W described above. 2.03 Metal Pipe and Fittings 3.03 Backfilling CERTIFICATE OF PROJECT COMPLETI❑N W J =) Z 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 Name:_________________ Parcel Map or Tract No,:________--------- Z U ; 0) B. Substitutions: p P P p p p O Q �' 1. If the Irrigation Contractor wishes to substitute any equipment or materials for those equipment or materials listed on the irrigation drawings and specifications, he may do so by providing the following information to the Landscape Architect or Owner's authorized B. Fittings shall be medium brass, screwed 125-pound class. B. Backfill shall be tamped in 4-inch layers under the pipe and uniformly on both sides for the full width of the trench and the Project Locationi__________________________________________________ r � %✓ representative for approval. No changes without City approval. full length of the pipe. Backfill materials shall be sufficiently damp to permit thorough compaction, free of voids. Backfill shall C. Copper pipe and fittings shall be Type"K" sweat soldered. be compacted to dry density equal to adjacent undisturbed soil and shall conform to adjacent grades. Maximum Water Allowancei___________________________________________ 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 feet) 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 N 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 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 co 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. Landscape design plan Q Z Z or breaking of existing 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 J project prior to the start of construction. Should a discrepancy exist, notify the Landscape Architect and Owner's authorized ASTM D2464 and ASTM D2466. B. Cutting g g pavement is not permitted. ----_3, Irrigation design plan representative prior to beginning construction. � � 0.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 C. Prior to cutting into the soil, the Contractor shall locate all cables, conduits, sewer septic tanks, and other utilities as are markings up for visual inspection and verification. 0) J W 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 p p 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. Post installation Inspection: (initials indicate comletion) UJ 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 specif!eel U 9 minimum clearance of 4 inches from each other and 12 inches from lines of other trades. 0) E. All lines shall have a 1 encountered. 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 i0 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 D. The Contractor shall p g 1 p J 9 Comments----------------------------------------------------- Contractor shall repair, at his own cost; all damage resulting from his operations or negligence. J 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 E. The Irrigation Contractor shall coordinate with the General Contractor for installation of required sleeving as shown on the plans. manufacturer's recommended methods including wiping all excess solvent from each weld. Allow solvent welds at least 15 ____________________________________________________________ Q 0 e Q A. Ball Valves minutes setup time before moving or handling and 24 hours curing time before filling. A copy of this certification has been provided to Owner/Developer and District () W F. The Contractor shall verify and be familiar with the existing irrigation systems in areas adjacent to and within the Project area of J it 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 � Q work. Q manufacturer. Comments----------------------------------------------------- � M a 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. Lo I. Centerload all plastic pipe prior to pressure testing. ______ * LL Z due to his operations. 0 3. All ball valves shall have a minimum working pressure of not less than 150 PSI and shall conform to AWWA standards. 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 � V 0 ec H. Contractor shall notify Owner's Representative if any existing system is temporarily shut off, capped or modified. Provide 48-hour accordance with Coachella Valley Water District and The City of Palm Desert's 0 Q Q 2 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, OCL 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 pC adapters. � � V U damaged by the construction of this project. Adjacent irrigation systems shall be made completely operational and provide complete p __------____chitec -------------------------------------- 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 p Owner's authorized representative SHEET DESCRIPTION A. The exact location of the controller shall be approved b the Landscape Architect or O p pp Y p 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 electrical service shall be coordinated with this location. These plans have been reviewed by the Coachella Valley Water District in accordance part of the work and shall provide safe access for such visits. soils. 1 P r with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. IRRIGATION B. The Landscape Contractor shall be responsible for the final electrical hook up to the irrigation controller. SPECIFICATIONS 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 requiring efficient landscape and irrigation design in cooperation with the local 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 ',i s r R i c 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 N 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 Wiring walls, and permanent structure of any kind may not be planted or installed in CVWD 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. 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 lines whenever possible. from CVWD. E. The plastic irrigation valve box cover shall be an overlapping type. DRAWN S+A 1. System layout 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. CHECKED 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 SMP pressure loss during test shall not exceed 2 PSI. A. Automatic controller shall be of the manufacturer, size, and type indicated on the drawings. 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 3. Coverage test of irrigation system. Test shall be performed prior to any planting. connection. 1.31.07 B. Controller enclosure shall be of the manufacturer, size, and type indicated on the drawings. CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR 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 1 261454 2.08 Electrical shall be provided at each remote control valve. CAD FILE 5. Final acceptance A. All electrical equipment shall be NEMA Type 3, waterproofed for exterior installations. E. A continuous run of wire shall be used between a controller and each remote control valve. Under no circumstances shall D. Site observations and testing will not commence without the field record drawings as prepared by the Irrigation Contractor. splices be used without prior approval. SHEET NUMBER Record drawings must complete and up to date for each site visit. B. All electrical work shall conform to local codes and ordinances. NOTE: sweeney + associates ANY CHANGES TO THE APPROVED PLAN MUST BE IRRIGATION DESIGN AND CONSULTING E. Work that fails testing and is not accepted will be retested. Hourly rates and expenses of the Landscape Architect, Owner's 2.09 Low Voltage Control Wiring SUBMITTED IN WRITING TO THE CITY OF PALM California • 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 92563 1 S iiiiiiiiiiiiii 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 I 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 NOTE : UT/L/TY 5YMB01_ LE&END ® TYPICAL A/G LOCATION ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE ARGHITEGT PRIOR TO DELIVER`I'. M ALTERNATE A/G LOCATION KEY MAP CONTRACTOR SHALL PROVIDE LANDSCAPE ARGHITEGT WITH PHOTOGRAPHS AND SPED I F I GAT I ONS OF ® PRE-PLOT 6RANNY FLAT A/C „ POSSIBLE FUTURE GRANNY FLAT A/C %; S 2tiT MATERIAL RECOMMENDED TO BE PURCHASED BY THE CONTRACTOR. FOR ALL TREES ABOVE 36 BOX, ' o�T F� „ „,N�,,,a TRANSFORMER (ABOVE GROUND) , S SUMMERS/MURPHY & PARTNERS, INC ---� �. y CONTRACTOR SHALL PROVIDE PHOTO OF EACH SPEC I MEN. FOR ALL TREES / SHRUBS 24 BOX AND _I /� ��'l,qTF ti LANDSCAPE ARCHITECTS "REPRESENTATIVE" i PRIMARY PULLBOX (FLUSH) r ' Aq yj U R 34197 COAST HIGHWAY, SUITE 200 UNDER, CONTRACTOR MAY SUBMIT A REPRESENTATIVE PHOTOGRAPH. LANDSCAPE ARGHITEGT , , c,,o cy DANA POINT. CALIFORNIA 92629 RESERVES THE RIGHT TO REJECT MATERIAL DELI VERY TO THE SITE NOT PREVIOUSLY APPROVED, OR ter,�d MAILBOX �' ,' / q (949) 443-1446 FAX (949) 443.1631 NOT REPRESENTATIVE OF THE APPROVED PHOTOGRAPHS. © I1"x3O" ELECTRICAL BOX (FLUSH) ; , ��o0o ALL PHOTOGRAPHS SHALL CONTAIN A PERSON OR MEASURE I NG POLE, AND FRAME THE ENTIRE TREE / �, 1-i°xso° TELEPHONE BOX (FLUSH) �p,ND SC,gp SHRUB. SPED I F I GAT I ONS SHALL ADDRESS GAL I PER, HE I GTH 4 WIDTH OF TREE / SHRUB. ❑ a"xa° GABLE TV. BOX (ABOVE GROUND) << > I +I ` ��.� M. Murphy Fq,Ac ONLY PLANTS K TH STRONG TRUNK,5, GOOD BRANCH GONF I GURAT I ON AND INTACT LONER BRANOHE5 � RRRR6ATR0N CONTROLLER / POWER P �ED. P � \ , -� ��,�?, W ILL BE ACCEPTEID. FIRE HYDRANT �w a � RATER METER ' Signature 7-31-08 ALL PLANT MATERIAL SHALL MEET THE AMERI GAN NURSERY STANDARD ANSI SOO AND ARIZONA • IIIOV. BOLLARD LIGHT * Renewal Date THIS PLAN REFLECTS RECOMMENDED s Date P NURSERY I5A STANDARDS. LIGHT FIXTURE LOCATIONS ONLY. THE �qTF 4F CALIF�� OANER SHALL HAVE THEIR ELECTRICAL �' �,.,,,.....` 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 PROJECT accompanyin DESERT LANDSCAPE INSPECTOR AND MANAGER RESERVES THE RIGHT TO REJECT ANY AND ALL DES 6N AS NEEDED TO MEET THE CITY OF NOT TO SCALE LOCATION are the exclugsivepecifications property of PLANT MATERIAL. PALM DESERT'5 L16HTIN6 ORDINANCE. Summers/Murphy & Partners, Inc. and their use and publi- ALL L16HTIN6 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 e method in whole or part, is TrATGFtC -ems - Q - _ , y prohibited except by written �1 1 , _ i u 2C 1 R � .. mon , _ - _ U 2 .. permission from Summers/ — — � NIT 3 _ U 6 M , o - s, o p a J NIT � t o NIT 4 �� Inc. , ' Murphy y & Partners,r ❑ ° 0 L -1 d ............_.. r h t n ' 1 . El I e. I I r � r QV ❑ / / i-._ "'\ O TRANS- ❑ .{ F 'F -GRANS- O NRIMARY , i 00 i FORMER Ili hI RMER PULL C III 1I - O t BOX l I I , i r i i zz I — �m noun <; _ ( �) t r' F , Z rT— J(3 6) 9�- : i I 651 - 1CRg - - - - - - - F_ -1 - ° - - - - - - - - - _ L J CV(34 a S .. ` .. ' .. -I ° €f .''. -;i•, FIII' rrt ° 0 " ' UNIT 19663 r � r 2CR a I e a n r, E ° o UNIT 13 - o ® o PF ) ° ❑ I a F_ a a I o ° aa<Iaaa ® Q 6> 653 - 0 665 675 CT 4 _ 0 677 687 _ L -1 O D p 2B -I H 6 OE c36> 0 2B 1CR o - — e - . I o a f 2C 1AR ! . o UNIT 18 a e o e . UNIT 12 UNIT7 0 o I UNITE UNIT 1 0 0 e � 2 j C a36 L (36) (16) ° ) F FS +1, CT �24 " r ' • F CS CS -1 ® • FS F gag a n r yd F ( � ❑ 1°5) 4';, 1�) A e d �L 93 6 ° L —1Vic` u a 4. i CS CS 77 F ❑ � ( ) � M ( y � F � ❑ I 685 1� cv 661 I q �° U ( ) CVO(36 ) L— —1 OE 36 ) ® I ® 3 ®O Q 3B P - I 3BR ( > o P 655 UNIT 14 F —1 667 3 67 679 UNIT 2 a o � u� . � � 3A _ I o (� 3C - 3AR ❑ ® CIS V C 36) I I _ _ p O a 7 UNIT 17 f UNIT I I IT 8 0 0 c2 o (36) ❑ i B,z ° CS CS UNIT 5 o I I �d (36) (36) o M MQ 36 �` , L� CV(36) ° a L CV( Q ( : 1 O n FS T � Bye. B,e. 1"�) t. ( W u _ t O ° ❑ I � � c 2 cs 0 f � , . �, � ❑ !�s� ° 3 657 659 0 ( _ ( 6) 6 c3 0 66 I I 71 ° ° H(36) ° 0 681 683 0 � � QD 2A 1 BR e 1Ag 2AR p 0 1 Bg e o p o e _ . e e UNIT 15 UNIT 16 e of (36> o UNIT 10 UNIT o UNIT4 UNIT W °' C4 �, I 0 a I FS ® u � (i ) ( ® OO Z T- I I F , I Q r a —7f ¢ , 3 v�6 a ° O ° Q � ` ) o° a e e O J W co O a LI 3 LU 1 LI e O ) 36 6 Z -_.. ° x„ ® FS , :, fif a ° °`—' `` „" t, J ® f -�:v�f u '� >3 - O� _-. Z V/ (1�) 3 Qv r AL f ,AL AL AL AL , O 7/7 f f ; fr ' , , f r i f f f' f r i f f f ! , / fO , - f i , f f f r f f f f , f F` f"SINA RA S /;REF RFT F K f r ! REr,f f bb f f r f r l PR�PARPb Y PkE A f AY$ ,f ;P JR7� B , f f i ALL TREES TO BE LOW BRANCHING S I NGLEE TRUNK Z Q co OR MULTI—BRANCHEI AS NOTED. ALL TREES TO Q z Z G.V.W.D. HAVE LOWER BRANCHES IN—TACT. NO LIFTING OF G•�•�•D• � O CITY O (V�I.U.G.O.L.S.) / ACCENT CANOPY OR TOPPING OF TREES IS PERMITTED CITY O (J�I.U.G.O.L.S.) LJI U a VI NES ALL VINES TO BE STAKED PALM DESERT REGION 6 LERjEND WITHIN THE: CITY OF PALM DESERT. PALM DESERT REGION 6 0. Q W NEED SYMBOL DESCRIPTION SIZE QTY. DATER NEED Y�IATER U a SIZE QTY. V�IATER NEED I�IATER NEED _ SYMBOL DESCRIPTION W V + E3000A I NV I LLEA 'SAN D I EGO RED' 5 GA L. 14 LOW / MOD 0.5 MOD AS(24) ACACIA STENOPHYLLA 24" BOX LOW BRANCH 10 LOW / MOD 0.5 LOW NOTE � � � BOUGAIN�ILLE=A I01 O.G. SHOESTRING ACACIA NO TREES SHALL BE PLANTED WITHIN G.V.W.D. EASEMENT OR RIGHT-OF WAY5. W Z 5 GAL. Q MOD 0.5 MOD co VIRENS �� GELSEM I UM SEMPER AJ(36) ALB 1 Z I A JUL I BR 1 SS 1 N 36 BOX MULTI BRANCH S MOD 0.5 MOD J W �- l o C.C. n NOTE: Q Q CAROL I ANA JESSAM I NE5I LK TREE CONTRACTOR SHALL IDENTIFY AND NOTIFY LANDSCAPE ARCHITECT OF ALL , A Q LONICERA JAPONICA 'HALLIANA 5 G �'•• 65 MOD 0.5 MOD „ UTILITY CONFLICTS PRIOR TO INSTALLATION ti W HALLS HONEYSUCKLE I O' O.C. CV(36) GALL I STEMON V I M I NAL I S 36 BOX LOW BRANCH 11 MOD 0.5 MOD � J ROSA BANKS I AE 5 GAL. 32 MOD 0.5 MOD BOTTLEBRUSH TREE LADY BANKS' ROSE 1 O C.C. 36 CITRUS —VALENC I A ORANGE: 36" BOX LOW BRANCH 8 MOD / HIGH .05 MOD G/TY O� J��4LM 1785�!?T CO � 0- Z ( a ) DWARF ORANGE FROM GOAGHELLA VALLEY GROWERS ONLY INSPECT/ON 5CHEL2ULB NOTE „ �'y Z 1— O � CH(24) CH(36) CHAMAEROPS HUMILIS 2411 BOX MULTI—TRUNK S MOD .O5 MOD REFER TO THE TITLE SHEET FOR THE CITY OF W Q V a a NOTE: MED. FAN PALM 36 BOX MULTI-TRUNK 5 MOD .05 MOD PALM DESERT'S INSPECTION 50HEDULE. O M � O ALL INSTALLATION AND MAINTENANCE SHALL MEET OR EXCEED cT (24) GHITALPA TASHKENTENIS 24" BOX LOW BRANCH 3 MOD 0.5 MOD C0 ~ V V THE G I TY OF PALM DESERT'S "LOVN NATER ORDINANCE'' AND a GH I TALPA DE I NE FOUOU I ER I A SPL S FS EENDE:NS 15 CANES MIN. 26 LOW 0.2 LOW SHEET DESCRIPTION �OLLOV�I THE MA I NTENANGE SCHEDULE � GU L 1� These plans have been reviewed by the Coachella Valley Water District in accordance ( ) ESTABL I SHED I N THE CITY OF PALM DESERT'S "DESERT FLORA" OCOTILLO 5HIGH MIN P. T F with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. MOD requiring efficient landscape and irrigation design in cooperation with the local TREE AND VINE MAINTENANCE GUIDE, CURRENT EDITION. LI(36) LAGERSTROEMI A I NDI GA 36" BOX LOW BRANCH �1 LOW / MOD 0.5 q g p g g p a GRAPE MYRTLE ° s T R , c governing agency (City or County). "Approval of this drawing by CVWD staff does not PLANTING PLAN (36) MELALEUGA G2U I NG2UENE:RV1 A 36" BOX LOW BRANCH I� MOD .05 MOD constitute approval to encroach into district and USBR Rights-of-Way. Trees,plants, MQ a walls, and permanent structure of any kind may not be planted or installed in CVWD SO 1 L A1-IENDMENT NOTE CA.JEPUT TREE and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD AT THE CONCLUSION OF ROUGH GRADING AN AGRONOMIC SOILS ANALYSIS SHALL BE MOD . DESIGNED SMP PREPARED BY THE OWNER AND FURNISHED TO THE CITY OF PALM DESERT FOR THEIR REVIEW of (36) OLEA EUROPAE:A 36" BOX LOW BRANCH 3 MOD .05 DRAWN AND APPROVAL. THE INSTALLING CONTRACTOR SHALL INSTALL ONLY THOSE SOIL ° OLIVE DATE WATER MANAGEMENT SUPERVISOR JL AMENDMENTS AND FERTILIZERS AS APPROVED BY THE CITY OF PALM DESERT LANDSCAPE CHECKED SPECIALIST. PF(36) PARKINSONIA FLORIDA 36" BOX LOW BRANCH 2 LOW 0.2 LOW JL ° BLUE PALO VERDE CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR DATE 1.31.07 GROUND Ci O V E R PD(12') PHOENIX DACTYL I SERA 12' B.T. (BARE: ROOT) 4 MOD 0.5 MOD JOB NO. 261454 SYMBOL DESCRIPTION ° CAD FILE DATE PALM PG(36) PROSOPIS GLANDULOSA 36" BOX MULTI BRANCH 5 LOW / MOD 0.5 LOW SHEET NUMBER 2 " THICK LATER AFTER COMPACTED DECOMPOSED ° TEXAS HONEY ME5OUITE SCALE : I 20 NO SYMBOL GRANITE. ALL SHRUB BEDS. "NEW CALIFORNIA GOLD" QV (36) QUERCUS VI RG INI ANA 36" BOX LOW BRANCH 10 MOD .05 MOD 5/8" MINUS V�ll TH I I% FINES. AVAILABLE BY KRG ROCK. a SOUTHERN L 1 VE OAK T P (-760) -744-I056, WWW .-rcrock.com wR (10 ) WASHINGTONIA ROBUSTA— HYBRID 10' B.T. (BARE ROOT) CO HIGH .05 MOD NORTH MEXICAN FAN PALM O' 20' 40' 60' OF 20 SHE PLAN SET "C" 04-02-07 UTIL17Y 5YOMBOL LE&ENV_ Z TYPICAL AIC LOCATION ffl ALTERNATE AIC LOCATION KEY MAP CH3 PRE-PLOT &RANNr FLAT A/C P0551BLE FUTURE &RANNY FLAT A/C S" SUMMERS/MURPHY & PARTNERS, INC TRANSFORMER (ABO\/E &ROUND) LANDSCAPE ARCHITECTS 34197 COAST HICHWAY, SUITE 200 PRIMARY PULLBOX (FLUSH) DANA POINT, CALIFORNIA 92629 (949) 443-1446 FAX (949) 443-1631 C,MAILBOX I-T"X50" ELECTRICAL E30X (FLUSH) 0 1-7"X50" TELEPHONE BOX (FLUSH) S C,4,o WXW CABLE T\/. BOX (ABOVE &ROUND) Murp/, IRI&ATION CONTROLLER POYER PED. IC-)I.0 rn FIRE HYDRANT Signature ViATER METER 7-31-08 Renewal Date 1110\/. BOLLARD LI&HT TH15 PLAN REFLECTS RECOMMENDED loll kp Date LI&HT FIXTURE LOCATIONS ONLY. THE CAII OANER SHALL HAVE THEIR ELECTRICAL F ENC71NEER RECOMMEND ACTUAL. FIXTURES. FRANK ELECTRIC, ENC71NEER SHALL BE PROJECT These drawings and/or the RESPONSIBLE FOR ALL ELECTRICAL NOT TO SCALE accompanying specifications DE51CPN AS NEEDED TO MEET THE CITY OF LOCATION are the exclusive property of PALM DESERT'S LI&HTIN& ORDINANCE. Summers/Murphy & Partners, Inc. and their use and publi- ALL LIC7HTIN& SHALL BE APPROl BY cation shall be restricted to the THE CIT'*( OF PALM OE5ERT PLANNINISP original site for which they DEPARTMENT PRIOR TO INSTALLATION. were prepared. Re-use, repro- i ii method, in whole or part, 'is prohibited except by written permission from Summers/ Murphy & Partners, Inc. z IL 21 IVVV ---------- Iit > tIIB 2 3 tIIII ..................�7 562 I1AR T-1 . ......................Ipr--ir- z I IIUNIT 31 592 IT 77 4 -n t578 94,N�,OF 576 UNIT 59 C Ec tT �"A' G T........... -F-a--_,- -%? / -/ 9 L WRI 1CR t2C IIC T Tip I ... ......... 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Z �y-S T N Co P ........ LL 0 Z 0 0 0 00-0 NOTE A:POINT OF CONNECTION SHALL BE A 11/2" DOMESTIC WATER METER WITH A 2" SERVICE NOTE E:LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES SHEET DESCRIPTION FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT These plans have been reviewed by the Coachella Valley Water District in accordance FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. T E� with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY IRRIGATION requiring efficient landscape and irrigation design in cooperation with the local CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE NOTE F:RESPONSIBILITY OF THE CONTRACTOR. S T R G governing agency (City or County). "Approval of this drawing by CVWD staff does not PLAN CONTRACTOR SHALL ADJUST IRRIGATION AS NECESSARY TO AVOID CONFLICT WITH constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, STATIC WATER PRESSURE 90 PSI UTILITIES. walls, and permanent structure of any kind may not be planted or installed in CVWD DESIGN WATER PRESSURE 61 PSI and USBR easements or right-of-way without first obtaining an encroachment pen-nit MAXIMUM SYSTEM DEMAND 22 GPM DESIGNED RESIDUAL WATER PRESSURE 29 PSI from CVWD. S+A NOTE B: DMWN S+A CONTROLLER SHALL BE A WEATHERTRAK MOD. #"ETPR02-18-CHA-Ri" 18 STATION NOTE: DATE WATER MANAGEMENT SUPERVISOR INSTALLED IN A STAINLESS STEEL ENCLOSURE (SEE LEGEND FOR TYPE). FINAL NO TREES SHALL BE PLANTED KTHIN EA5EMENT OR RI&HT-OF Y1A`r5. CHECKED LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE CONFIRMED WITH SMP OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. NOTE: DATE CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR CONTRACTOR SHALL IDENTIFY AND NOTIFY LANDSCAPE ARCHITECT OF ALL JOB NO. 1.31.07 NOTE C: UTILITY' CONFLICTS PRIOR TO INSTALLATION 261454 MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY, 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 + associat SHEET NUMBER NOTE D: NOTE: IRRIGATION DESIGN AND CONSUL SCALE : I 20 ' California CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMODATE ANY AN)O' 0HAN&E5 TO THE APPROVED PLAN MUST BE 38730 Sky Canyon Drive,Suite VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT SLIEWITTED IN NRITIN& TO THE 017'r OF PALM Murrieta,CA 92563 POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED 951.461.6830 p 951�461.6850 f I P �i REPRESENTATIVE PRIOR TO COMMENCING WORK. DESERT FOR APPROVAL PRIOR TO INSTALLATION emaii@sweeneyassoc.com www.sweeneyassoc.com Hurrieta,California Austin,Texas Ft. Lauderdale,Florida 01 NORTH 20' .40' OF 20 SHE PLAN SET "C" 04-02-07 UTILITY 6*l5OL LEGEND NOTE : M TYPICAL A/C LOCATION NOTE : ® ALTERNATE A/G LOCATION KEY M A P ALL INSTALLATION AND MAINTENANCE SHALL MEET OR EXCEED THE ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO DELI VERY. ® PRE-PLOT GRANNY FLAT A/C CITY OF PALM DESERTS "LOW WATER ORDINANCE" AND FOLLOW THE CONTRACTOR SHALL PROVIDE LANDSCAPE ARCHITECT WITH PHOTOGRAPHS AND SPECIFICATIONS OF P0551BLE FUTURE GRANNY FLAT AIC s %T NANN TRANSFORMER (ABOVE &ROUND) '� T �' MATERIAL RECOMMENDED TO BE PURCHASED BY THE CONTRACTOR. FOR ALL TREES ABOVE 36 [ � � ] t� ti sT SUMMERS/MURPHY & PARTNERS, INC MAINTENANCE SCHEDULE I$ GUI DEL I NES ESTABLISHED IN THE CITY OF -- - �.f ��ti qTF ti LANDSCAPE ARCHITECTS BOX, CONTRACTOR SHALL PROVIDE PHOTO OF EACH SPECIMEN. FOR ALL TREES / SHRUBS 24 BOX '�M^�Y ,, A o R� 34197 COAST HIGHWAY, SUITE 200 PALM DESERTS "DESERT FLORA" MAINTENANCE GUIDE CURRENTPRIMARY PULLBOX (FLUSH) ,,f -70/ DANA POINT, CALIFORNIA 92629 AND UNDER, CONTRACTOR MAY SUBMIT A "REPRESENTATIVE" PHOTOGRAPH. LANDSCAPE ARCHITECT ,,�,," %tip MB-2x� MAILBOX i , r- ,. . '9 y (949) 443.1446 FAX (949) 443.1631 EDITION. RESERVES THE RIGHT TO REJECT MATERIAL DELI VERY TO THE SITE NOT PREVIOUSLY APPROVED 11X30 ELECTRICAL BOX (FLUSH) , OR � - f �� '� 70 � f� Q , , , Q NOT REPRESENTATIVE OF THE APPROVED PHOTOGRAPHS. � 1-iu Xson TELEPHONE BOX (FLUSH) NDSC ALL PHOTOGRAPHS SHALL CONTAIN A PERSON OR MEASURING POLE, AND FRAME THE ENTIRE TREE / ❑ W Xa" GABLE TV. BOX (ABOVE &ROUND) « ;; ..;i , ^p �.�M. Murp ypF.1 SHRUB. SPECIFICATIONS SHALL ADDRESS CALIPER, HE 1 GHT I$ WIDTH OF TREE / SHRUB. 71 IRRIGATION CONTROLLER / POWER PED. tio� SOIL AMENDMENT NOTE ONLY PLANTS WITH STRONG TRUNKS, GOOD BRANCH CONFIGURATION AND INTACT LOWER BRANCHES FIRE HYDRANTLi WATER METER Signature AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS ANALYSIS SHALL BE WILL BE ACCEPTED. o 7_31_08 PREPARED BY THE OWNER AND FURN I SHED TO THE C 1 TY OF PALM DESERT FOR THEIR REVIEW * AND APPROVAL. THE INSTALLING CONTRACTOR SHALL INSTALL ONLY THOSE SOIL IIIOV. BOLLARD LIGHT Renewal Date � '� AMENDMENTS AND FERTILIZERS AS APPROVED THE CITY OF PALM DESERT L D5CAPE ALL PLANT MATERIAL SHALL MEET THE AMERICAN NURSERY STANDARD ANSI SOO AND ARIZONA TH15 PLAN REFLECTS RECOMMENDED s, Date P MANAGER. NURSERY 1 SA STANDARDS. LIGHT FIXTURE LOCATIONS ONLY. THE �9T OF CA OWNER SHALL HAVE THEIR ELECTRICAL F I-tF�� ENGINEER RECOMMEND ACTUAL FIXTURES. FRANK SINATRA ELECTRIC ENGINEER SHALL BE These drawings and/or the REGARDLESS OF PREVIOUS LANDSCAPE ARCHITECT OR OWNER APPROVALS; THE CITY OF PALM RESPONSIBLE FOR ALL ELECTRICAL NOT TO SCALE PROJECT accompanying specifications DESERT LANDSCAPE INSPECTOR AND MANAGER RESERVES THE RIGHT TO REJECT ANY AND ALL PALM DE ERT'S LIGH I G ORDNANCE.VESI&N AS NEEDED TO MEET THE CITY OF LOCATION are the exclusive property of Summers/Murphy & Partners, PLANT MATERIAL. ALL LIGHTING SHALL BE APPROVED BY Inc, and their use and publi- 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 method, in whole or part, is prohibited except by written ; t u �� e e - o _. .. . 4, permission from Summers/ t - „ o O 1 --- -- -- - < _42r Murphy & Partners Inc. µ a � 2 C P Y ._ '- i - I �.. - - , . 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" G ❑ o f G n 0 � .0 Q ` �� z . � " _ ° g 685 o _ 61 u 0 3B 3BR ° X ° P I 655 _ 667 673 ® 679 UNIT 2 , d G �® UNIT 14 0 0 -) o X X X ° 0 � 3A 3C - 3AR 3C - z j x � F -1 UNIT 17 EI= '° z -I o UNIT I 1 UNIT 8 0 0 I o UNIT 5 0 0 x L -1 W : f , f ° 0 0 I 657 _ L 66971 0; 681 683 0 cm v) o X °® 2A 1 BR G o G _ 0 1Ag 2AR o a ° e _ - 1 Bg 2BR . e ° ° W Q r UNIT 15 00000 � UNIT 16 UNIT 10 UNIT 9 §' Z o 0 o a UNIT4 UNIT3 o a - o �. 0 . G o r ® W I, o - G ° ° = LU Z , G � F A f - , d ° d e , u ° f C� r G ® z `" "L # A ® C t� X W) v A Ilk- X 77 AM , J i f .i -,, , f f ff i f f F ` `r r f r f f r f f r - r r : , f : _ - , r r , J , : r f - i _ Y"Y ` f Y T r r r 0 : �/ ff , �. R�p-+� � R J I I� LAN _.'-' __, TR ET ApE -SC P : : �� r i , r , ,f Tmr _.ATRA , , r , f r .- r f f -1 IXE f -_ �A Eb Y Y P� : Q r Y i111A :'PRE A �R r f f. P , , f f CITY OE W U.G.O.LD.S. CITY OE (W.U.G.O.L.S.) Z Q ROUNDC®VER EGEND REGION-C `t cc Z SHRUBS GROUNDCOVER LEGEND PALM DESERT REGION-� SHRUBS G �- PALM DESERT :5 AT R NEED SYMBOL DESCRIPTION SIZE QT`I'. SPAG I NG WATER NEED WATER NEED W U. SYMBOL DESCRIPTION SIZE QTY. SPAG I NG WATER NEED W E 0. M1 W ACAL`I'PHA MONOSTACHYA 5 GAL. IOQ 3' O.G. LOW 0.2 NOT LISTED LANTANA CAMARA VAR5. 'NEW GOLD (6' 5 GAL. '73 (010.0. MOD .05 MOD Uj (aj 0.RASPBERRY FUZZ I E5 NEW GOLD LANTANA W G/TY O� �'�4LM DSI?T CO) AGAVE AMERIGANA 5 GAL. 2cI 6' O.G. LOW 0.2 LOW LAVANDULA ANGUSTIFOLIA I GAL. 4cl 3' O.G. LOW .02 MOD INSPECT/ON SGHEDUL� NOTE W 0 CENTURY PLANT � Z LAVENDER SHEET FOR THE CITY OF C0 4 AGAVE GEM I N I FLORA 5 GAL. 41 4' O.G. LOW / MOD .05 LOW REFER TO THE TITLE J W J TWIN FLOWER AGAVE LEUGOPHYLLUM GANDIDUM 5 GAL. 00 5' O.G. LOW / MOD .05 LOW PALM DESERT'S INSPECTION SCHEDULE. J Q AGAVE DESMETTIANA 5 GAL. 25 (010.0. LOW / MOD .05 LOW SAGE W ® AGAVE LEUCOPHI'LLUM FRUTESCENS 5 GAL. 00 510.0. LOW / MOD .05 LOW NOTE- 00 j O TEXAS RANGER _ Q Q NO TREES SHALL BE PLANTED WITHIN G.V.W.D. EASEMENT OR RIGHT OF WAYS. _ (h ® ALOE ��R�ADEN5I5 5 GAL. 30 4 O.G. LOW .02 LOW L.I RI OPE SPECIES I GAL. 00 I '-6" O.G. MOD .OS MOD � � a Z LL O ALOE 'BLUE ELF' I GAL.. 66 210.0. LOW .02 LOW TURF LILY CONTRACTOR SHALL IDENTIFY AND NOTIFY LANDSCAPE ARCHITECT OF ALL Z H O �� UTILITY CONFLICTS PRIOR TO INSTALLATION � V BLUE ELF ALOE � MYRTUS GOMMUNIS GOMPAGTA 5 GAL. �8 4 O.G. MOD .OS MOD BOUGAINVILLEA "RASPBE:RR` 8 D Y ICE" 5 GAL. 14 ' O.G. MO .05 MOD TRUE MYRTLE o - Q O BOUGAINVILLEA o CEN07HERA CAESPITOSA I GAL. 50 2' O.G. LOW .02 LOW C0 H 0 0 WHITE-TUFTED EVENING PRIMROSE GALL I STEMON V I M I NAL I S 'LITTLE JOHN' 5 GAL. 2C 6' O.G. MOD .05 MOD PENSTEMON SUPERBUS I GAL. 51 a O.G. LOW .02 LOW SHEET DESCRIPTION DWARF WEEPING BOTTLE BRUSH ® PENSTEMON These plans have been reviewed by the Coachella Valley Water District in accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. SHRUB PLANTING CAE:5ALP I N I A PULCHERR I MA 5 GAL. 15 8' O.G C. MOD .05 MOD O RO5MAR 1 NU5 OFF I C I NAL 1 S 'TUSCAN BLUE' 5 GAL. 8 (010.0. MOD .05 MOD requiring efficient landscape and irrigation design in cooperation with the local RED BIRD OF PARADISE ROSEMARY ° s r R a governing agency City or County). "Approval of this drawing by CVWD staff does not PLAN C I STU5 PURPUREU5 5 GAL. 50 5' O.G. MOD .05 LOW RU55EL I A EOU 15ET 1 FORM I S I GAL. a 510.0. MOD .05 NOT LISTED constitute approval encroach into district and USBR Rights-of-Way. Trees, plants, CORAL FOUNTAIN walls, and permanentt structure of any kind may not be planted orr installed in CVWD ORCHID ROGKR05E and USBR easements or right-of-way without first obtaining an encroachment permit SALVIA CLEVELANDI I 5 GAL. ICl 8' from CVWD. DESIGNED O.G. LOW .02 LOW DASYL I RON WHEELERI 5 GAL. 16 5 O.G. LOW .02 LOW � SMP DESERT SPOON GLEVELAND SAGE: DRAWN DATE WATER MANAGEMENT SUPERVISOR JL DODONAEA V 15CO5A 5 GAL. 3 8 O.G. MOD .05 MOD ® SALVIA GREGG 11 'SIERRA L I NDA" 5 GAL. 8 (010.0. MOD .05 MOD CHECKED JL HOPSEED BUSH RED SALVIA CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR DATE NE55ALLA TF-NU I S51 MA I GAL. Scf 310.0. LOW .02 MOD 1.31.07 ® ECHINOCATUS GRU50N11 5 GAL. 35 310.0. LOW .02 LOW ® MEXICAN FEATHER GRASS JOB NO. 261454 GOLDEN BARREL CACTUS YUGGA ELATA 5 GAL. 00 1010.0. LOW .02 LOW CAD FILE HESPERALOEE PARV I FLORA 5 GAL. I ICI 4' O.G. LOW .02 LOW O SOAP-TREE: YUGGA O RED YUGGA SHEET NUMBER ® YUGGA BACCATA 5 GAL. 00 51 O.G. LOW .02 LOW SCALE : I LARREA TRIDENTATA 5 GAL. 13 8' O.G. LOW .02 LOW BANANA YUGGA CREASOTE S P �i LANTANA MONTEV I DENS I5 5 GAL. 00 8' O.G. MOD .OS MOD o ZINNIA GRAND I FLORA I GAL. 35 I5 O.G. LOW .02 LOW PRAIRIE ZINNIA PURPLE TRAILING LANTANA YRANTHES GRANDIFLORA I GAL. 00 12' O.G. LOW .02 MOD 20' 40' 60' NORTH 0 RAIN LILY OF 20 SHEETS PLAN SET "C" 04-02-07 PREVAILING 1. 'CINCH-TIE' BY V.I.T. CO. 2 WIND ,� ,� 4. (61cf) 673-1760 a I 2. LOD&EPOLE PINE STAKE Stakes to be �y 2 - �, outside of rootball x 12' LONG FOR r ° ALL TREES. GUT OFF TOP OF 0 EXCESS STAKE TO MINIMIZE SUMMERS/MURPHY PARTNERS, INC LAN_ 3 , - DAMAGE TO TREE. 349�CO SCAPET H GA W ARCHITECTS, 5. 2 COMPACTED LAYER SUITE zoo „ DANA POINT, CALIFORNIA 92629 DECOMPOSED GRANITE. (9a9) 443.1446 FAX (949) 443-1631 REFER TO TREE PLANTING PLAN FOR SPECIFICATION. \,PN�S C,q PF TOP OF ROOT GROWN TO F,� Murph q _ y � BE AT FINAL GRADE._ - 5 - I � � GROWND OF PLANT FROM - - - - - 7-31 Signature 08 6 4. FINAL GRADE * Renewal Date I 10 04 S. 100% SITE NATIVE BACKF I LL J�x 5 X DIAMETER I *REOUIRED BY G-V.W.D.* 6. PLANT PIT EXECAVATION FCFCALIFU OF ROOT BALL 5 X DIAMETER *REQUIRED BY G.V.W.D.* �. ROOTBALL These drawings and/or the I. TREE OR SHRUB - REFER TO PLAN FOR TYPE 4 LOCATION OF ROOT BALL 6 are thaccome exclusive specifications of I' 8. UNDISTURBED NATIVE property y 2. 2 LAYER AFTER COMPACTION OF DECOMP05ED GRANITE- SUBGRADE. Summers/Murphy & Partners, REFER TO TREE PLANTING PLAN FOR SPECIFICATION. I. SHRUB- REFER TO PLAN FOR TYPE LOCATION Inc. and their use and publi- 17 TOP OF ROOT BALL TO BE AT FINAL GRADE. 2. 2" LAYER DECOMPOSED GRANITE AFTER COMPACTION- NOTE: cation shall be restricted to the KEEP D.G. AWAY FROM REFER TO SHRUB PLANTING PLAN FOR SPECIFICATION. MIN. TWO TIES (TOP 4 BOTTOM) original site for which they ro- GROWN OF PLANT TOP OF ROOT GROWN TO BE AT FINAL GRADE. - - REQUIRED. ductionwere reor publication on by any 3. FINAL GRADE 3. FINAL GRADE _ WRAP STAKE TO FORM method, in whole or part, is 4. IOOgb SITE NATIVE BAGKFILL GROWNKEEP D O� P1L�NT FROM prohibited except by written 4. 100% SITE NATIVE BAGKFILL FIGURE EIG�-IT. NAIL W/ (I) permission from Summers 5. PLANT PIT EXCAVATION 111 - 6ALV. NAIL THROUGH EACH Murphy & Partners, Inc. 5 TIMES THE SIZE OF THE ROOT BALL 5. PLANT PIT EXCAVATION- 5 TIMES _I 1= 8 TIE INTO POLE. 6. ROOTBALL THE 51 ZE OF THE ROOTBALL I 7. UNDISTURBED NATIVE SUBGRADE 6. ROOTBALL 5. EXISTING SLOPE 5 X DIAMETER REQUIRED BY C.V.W.� D � . 7. UNDISTURBED NATIVE 5UB&RADE OF ROOT BALL ALL PLANT INSTALLATION SHALL MEET THE ALL PLANT INSTALLATION SHALL MEET THE ALL PLANT INSTALLATION SHALL MEET THE G I TY OF PALM DESERT'5 CURRENT INSTALLATION C 1 TY OF PALM DESERT'S CURRENT INSTALLATION G I TY OF PALM DESERT'S CURRENT INSTALLATION AND MAINTENANCE GUI DEL I NES. AND MAINTENANCE GUI DELI NES. AND MAINTENANCE 6U I DELI NES. Revised March I, 2007 per City of Palm Desert's Comments Revised March I, 200'7 per City of Palm Desert's Comments Revised March I, 2007 per City of Palm Desert's Comments OZ qA SLOFE LA T I NC:7 5 SHRUE3 FLANT I NO I TREE STAK I N0 AND FLANTINO E Q NOTES: r aaaaaa ALL PALM TREES ARE TO BE o ROW 5 O O "BARE ROOT" AND MEET 2 THE MINIMUM BROWN TRUNK SPECIFICATION AS INDICATED ON PLAN. ROW 2 O 0 3 2" LAYER OF COMPACTED E- DECOMPOSED GRAN I TE- REFER ROW I O o N TO TREE PLAN FOR SPECIFICATION N 4 ILI It KEEP D.G. AWAY FROM 0 GROWN OF PLANT 2. TOP OF ROOTBALL TO BE 5 Q 2 AT SAME ELEVATION AS 3► . 1/4" XI 1/2" 5TA I NLE55 STEEL EYE SCREW I N DUG FROM FIELD. O MASONRY LEAD ANCHOR SHIELDS 3 5. ROOT BALL 2. 12 6A. GALVANIZED WIRE. SECURE VINE !n W W TO WIRE WITH I/2 GREEN NURSERY TAPE. 4 TAPE SHALL BE TIED IN A MANNER THAT w iY 4. F I NAL GRADE > M O oC 15 JUST TIGHT ENOUGH TO HOLD VINE AND �p DOES NOT CONSTRICT GROWTH. 30 Q N O 5. AREA NATIVE SAND BACKF LL 0 O O 5. FUTURE EYE SCREWS PIT TO BE 3 TIMES r 5 THE SIZE OF THE ROOT BALL Z Q 4. ANGLE BACK TRUNK OF VINE TO WALL L O = U 6. UNDISTURBED NATIVE SUBGRADE W J CO W 0)AND REMOVE STAKE, SECURE PLANT TO WIRE Z 5. MASONRY WALL Z > V NOTE: _III=� I� , LO ItFOR 5 GALLON VINE, INSTALL ROWS I AND 2. Iti-F. FOR 15 GALLON VINE, INSTALL ROWS 1, 2, AND 5. 3 X DIAMETER REQUIRED BY G.V.W.D. � TH 15 DETAIL PERTA I N5 TO ALL FENCE/MA5ONRY WALLS. OF ROOT BALL AT BU I LD I N6 WALL5; REFER TO SEPARATE VINE TRELL 15 DETAIL ON THIS SHEET. ALL PLANT INSTALLATION SHALL MEET THE G I TY OF PALM DESERT'S CURRENT INSTALLATION Q ***ALL V I NES TO BE 5TAKEID*** AND MAINTENANCE 6U I DELI NES. N Revised March I, 2007 per City of Palm Desert's Comments Revised March 1, 2007 per City of Palm Desert's Comments Z co Q Q ZZ � � 4 VINE ATTA�iHMENT �A�M ��.ANTIN� p U. a W _ J W Q 0. 6'-0" MAX. 6-0" MAX. CO (GAN BE I PANEL) W Q � co W co 2 J W Uj Q � a - 3 00aa 0 co a ND M 4 Z I- O � W au 6 O EL oaC O °C U) I- UU 11 I I I I 1 11 1 11 I I1 11=1 I I-1 11=1 I I-1 I I °`1 � I I-1 1 11 11=1 I I-1 1 11 I I-1 I I-1 I I a 1 1 1 11 11- � -III- I11=III=1I1=1I 1I1=1I1 1I1= III I I1=1I1 1I I-1I1=1I1 1I I - SHEET DESCRIPTION � 1 I I 1 1 ° I I=1 I I=1 I I=1 I I1 I IIII=1 I I-III °°I l °°I I1 I I-1 I I1 I IIII=1 I I=III1 I I ° U, -I I- U ° III-III-III I I I 11 I-III-III- U 11 -I I I-1 11 1 I I-III III-III- 1 I- 8 =1 l a ° a l 11 1 11 11=1 1 11 1 11 1=1 1 11 I I a 1 11 11 1=1 1 11 11 1=1 11=1 I 011 PLANTI NG -� 11 „III-IIIIII IIIII!III!IIIIIIIIIIIIIIIII1I111111 11 111III-III!� 1 �1111111111111111 111 111111� IIIIII DETAILS 111-111 11 - 12" DIA. SECTION/ELEVATION VIEW DESICNED SMP SCALE: I/2" = 1 '-0" These plans have been reviewed by the Coachella Valley Water District in accordance T E with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. DRAWN SMP � � �� requiring efficient landscape and irrigation design in cooperation with the local CHECKED 2 ' s r R c governing agency (City or County). "Approval of this drawing by CVWD staff does not SMP 1. BALL FINIAL N I AL 4. 3/4 D I A. X S L - constitute approval to encroach into district and L1SBR Rights-of-Way. Trees lants L - � P , pPDATE 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 1/2" DIA. from CVWD. 261454 CAD FILE IN CONCRETE FOOTING HOLE THROUGH POST 3 454IntngDetails 3. HEAVY 12 GAUE WIRE - 6. FINISH GRADE 4 DATE WATER MANAGEMENT SUPERVISOR SHEET NUMBER WRAP AROUND I$ SECURE TO DOWEL. PULL WIRE -7. CONCRETE FOOTING TAUGHT THROUGH DRILLED CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR DETAIL PD �l HOLE 8. COMPACTED SUBGRADE SCALE: 2" = I '=O" VISE TRELLIS @ 5UILI�) IO OF 20 SHEETS PLAN SET "C" 04-02-07 I. GENERAL / GRADING $ DRAINAGE 4. Compaction - Compaction by tamping shall not be done in layers exceeding A. Contractual Relationship eight inches in loose depth with each layer thoroughly compacted between. II. GENERAL NOTES In the performance of this contract, Contractor shall hold Landscape Architect C. 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 I. GENERAL SITE PLANNING or in connection with, contractors, employees, or it's agent's negligence, omissions, proper flow and water tightness. The owner's site construction manager shall I. After oil installation o era have been com leted remove all errors. verify installation And obtain Civil engineer certification. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS ANALYSIS SHALL BE p p SUMMERS/MURPHY do PARTNERS, ING , PREPARED BY THE OWNER AND FURNISHED TO THE CITY OF PALM DESERT FOR THEIR REVIEW rubbish, excess soil, empty plant containers and trash from the site daily. LANDSCAPE ARCHITECTS AND APPROVAL. THE IN5TALLIN& CONTRACTOR SHALL INSTALL ONLY THOSE 501L All scars, ruts Or other marks in the area caused by w this ork shall be 34197 COAST HIGHWAY, SUITE 200 2. The piping systems shall be flushed and cleaned prior to connecting to AMENDMENTS AND FERTILIZERS AS APPROVED BY THE CITY OF PALM DESERT LANDSCAPE DANA POINT, CALIFORNIA 92629 B. Errors or Conf Iicts SPECIALIST. repaired and the ground left in a neat, orderly condition. Leave site in (949) 443-1446 FAX (949) 443-1631 If an errors or conflicts are discovered in the plans or notes, the shall be existing drain line, catch basin or storm drain systems. y p y broom-clean condition at the end of each working day. Hose down all brought to the attention of the Landscape Architect to issue clarification. 5. Upon completion of work, remove debris, tools and surplus material from site. paved areas, including walks and patios, upon completion of all work Control for all planting Areas. and each workin day. \_p,NDSC,q,o C. Additions Deviations and Alterations A. Weed G p g g y ��F.� N,, Murph1,F-1 No deviations or alterations from the plans and specifications will be permitted 1. �° unless authorized by the Owner or the Landscape Architect. Should deviation I. Remove all existing weeds from site. B. Maintenance � a° ��' from plans and notes become necessary due to conflictingsite conditions, Owner, Signature p y I. The Contractor shall maintain during installation a sufficient number of 7-31-08 Landscape Architect and City of Palm Desert shall approve in advance any such 2. Install lrrigatlOn. Renewal Date such deviation. No additional work will be authorized without the express written workers and adequate equipment to perform the work herein specified. authorization from the Owner. all maintenance work shall meet or exceed the the City of Palm Desert's sT,y once "Low water ordinance"; and fo I low thet maintenance schedule 4 guidelines TF of CAUf established in the City of Palm Desert's "Desert Flora" D. Interpretation S. A State of California Licensed pest control applicator shall apply Maintenance Gvi y These drawings and/or the de Current edition. . g / The Contractor shall comply with the obvious intent and meaning of these plans systemic weed killer to all planting areas. accompanying specifications are the exclusive property of and specifications which shall be construed to include all labor, material, tools Summers Murphy & Partners, and equipment necessary to complete the work specified herein in a B. Soil Preparation 4 Finish Grading Inc. and their use and publi- cation shall be restricted to the workmanlike manner in strict accordance with plans and notes. Should any 2. After all work has been completed, inspected and accepted, all areas original site for which they questions arise as to the intent and interpretation of these plans and notes, I. Rough grade: Site to be received by Landscape Contractor to within will be maintained for a period of ninety (ci0) Calendar days or as long as were prepared. Re-use, repro- Gontractor shall refer to Owner and Landscape Architect whose decision 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 4 shrubs. auction or publication by any method, in whole or part, is thereon shall be final. prohibited except by written 2. Finish grade: Finish grading to consist of grading, raking and hand work permission from Summers/ E. Observation and Refection of Materials and Workmanship necessary to achieve desired Contour and flow line patterns, based 5. Keep all areas weed-free, adequately watered, and neat Murphy & Partners, Inc. performed b Contractor shall be upon Civil Engineer's plans, resulting in evenly finished surfaces free of for the ninety (q0) day period. Remove all debris from site and keep All materials and workmanship furnished or p y debris and litter. the entire site broom-clean. subject to final observation and acceptance by Owner and Landscape Architect upon completion of all contract work whether reviousl aid for or not. At an 5. Shape mounds as shown on the tree/ planting plans. 4. Damage to an planted area shall be repaired immediately. Depressions p yp y p y p p gp yp p p P g and all times during the performance of this contract, 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 available for observation, test and approval, materials and workmanship. Failure All import soil shall be free of weeds, debris, and shall be and replanted. Exterminate gophers, moles and repair damage. of such observers to make observation, tests or approvals shall not prejudice similar to existing site soils in texture, type and chemical analysis. Decomposed granite shall be replaced as needed. the right of Landscape Architect or Owner on final observation. contractor Finish grading shall be free of depressions or high spots, to provide Shall promptly replace any and all material, workmanship and equipment which smooth and even surfaces for proper drainage. Final grade shall be ZZ does not conform to the plans and notes. All materials used on this contract I" below wQlk/top of curb. Remove from the site all stones over 2" in 5. The project shall be so cared for that a neat, clean condition will be 0 shall be new and the best marked quality unless specified otherwise. size. presented at all times to the satisfaction of the Owner and Landscape Architect. The Landscape Contractor shall be expected to make a F. Samples 4. Top dress all shrub areas with a 2" layer of decomposed granite after compaction minimum of one weekly visit for maintenance purposes. UJ When so required by the Owner or Landscape Architect, Contractor shall submit Refer to the "Tree Planting Plans" for material specification. for approval samples of the various materials, and specify finish thereon. 6. The Contractor shall request a final site visit seven (1) days prior to the end of the maintenance period. This request shall be written and G. Local Codes Q a a a Q Q All construction shall conform to all local buildingcodes and ordinances. It is directed to the Owner and the Landscape Architect. Upon written C. Planting acceptance of the project, the Contractor shall be relieved of any Contractor's responsibility to verify all codes prior to commencing work. further maintenance. Plant trees, vines and shrubs as called for where indicated on H. Utilities Planting Plans and as detailed on Planting Detail sheet. Contractor shall be responsible for verifying the location of QII underground utilities, electric cables, conduits, sprinkler lines and all utility lines prior to any Plant substitutions are not permitted. Any modification or substitution construction. to these plans shall be approved by the City of Palm Desert prior to execution. G. Guarantee I. Removal of Debris and Glean-Up Stake only those trees needed as detailed on Planting Detail Sheet. All plant installations shall be guaranteed to live and grow to a period of free of debris and waste material ninety (QO) days after installation and acceptance by the Owner. II thoroughly clean and keep s shall be guaranteed for one year. An material that fails to row Contractor Shall Tree g y p g entire construction area to the satisfaction of the Owner and City of Palm Desert. through the specified maintenance and guarantee period shall be replaced by the Contractor at no cost to the Owner. J. Genera The general conditions and an special conditions that Owner may c re wire shall O g y s p i, apply with the same force and effect as though written in full herein for all construction sections. D. Observation W SITE EXCAVATION AND ROUGH GRADING O I. Observation visits specified herein shall be made by the Landscape _ a0 r Scope of Work - Provide all labor, materials, tools, equipment, transportation and D. Plant Purchases Architect or his representative. The Contractor shall request � N O necessaryincidentals for the completion of all clearing, Stripping, excavatin t least two 2 workin days in advance of the time that the observation a ( ) p gg g y 0) O including but not ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE backfilling, grading and related work as shown on the drawings, inc g observation is requested. 0 N limited to the followin : ARCHITECT PRIOR TO DELI VERY. CONTRACTOR SHALL PROVIDE Z Q r gSPECIFICATIONS — r LANDSCAPE ARCHITECT WITH PHOTOGRAPHS AND U 2. Observation visits are suggested for the followin arts of the work. _ � OF MATERIAL RECOMMENDED TO BE PURCHASED BY THE gg g p O and other existing work which is J W M A. Protection of all curbs, walks, walls, structuresg CONTRACTOR. FOR ALL TREES ABOVE 56" BOX, CONTRACTOR W to remain. a. Upon completion of grading and soil conditioning prior to planting. Z SHALL PROVIDE PHOTO OF EACH SPECIMEN. FOR ALL TREES / Z V materials as SHRUBS 24" BOX AND UNDER, CONTRACTOR MAY SUBMIT A b. When trees are spotted for planting, but before planting holes are Q r cc Ova B. Clearing and stripping site of brush, debris and other foreign ma �' "REPRESENTATIVE" PHOTOGRAPH. LANDSCAPE ARCHITECT excavated. outlined in the drawings. RESERVES THE RIGHT TO REJECT MATERIAL DELIVERY TO THE SITE G. Excavation for all foundations and footings to the dimension and depth shown on NOT PREVIOUSLY APPROVED, OR NOT REPRESENTATIVE OF THE G. Written acceptance of the project to release the Contractor from g p APPROVED PHOTOGRAPHS. further maintenance shall occur after Final Observation with the Owner the drawings. Bottoms of excavations shall be smooth and level. All loose material shall be removed therefrom. REGARDLESS OF PREVIOUS LANDSCAPE ARCHITECT OR OWNER or his representative at the end of the maintenance period. APPROVALS: THE G I TY OF PALM DESERT LANDSCAPE INSPECTOR D. Subgrades shall be watered and compacted to a relative compaction of c15%. RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT MATERIAL. Q NOTE: N Q E. Subgrades under all paving shall be true to grade and cross section, hard, Z — fly uniform and smooth prior to placement of base material. REFER TO THE TITLE SHEET OF THIS PACKAGEZ FOR THE CITY OF PALM Q Z DESERTS LANDSCAPE INSPECTION SCHEDULE. cc cc :5 F. Backfilling of all excavations and trenches after placement of foundations, walls, W LL walks, utilities, etc., as outlined on the drawings. Compaction of backfill shall be [L Q LU p in acceptance with Engineer's specifications. E. Plant Deliveries E. Verification of Dimensions (n w � a G. Grading of areas indicated in the drawings including bringing existing grades to I. The contractor shall coordinate plant deliveries with the Landscape I. All scaled dimensions are approximate. Before proceeding with any work, - C.) Architect. The contractor shall provide minimum -72 hour advance notice of the Contractor shall careful) check and verify all dimensions and ~ Cl) within 1/10 foot plus or minus. Final design grades as indicated on the drawings. plant deliveries permitting Landscape Architect ample time to also notify y y 0 the City of Palm Desert landscape inspector of plant delivery dates and quantities, and shall immediately notify the Landscape Architect of any Z H. Stockpiling l in of excavation material or import to soil fill and sand shall be as discrepancy between the drawings and/or spec if icat ions and actual W p p times. p g conditions. No work shall be done in any area where there is such a outlined on the drawings or as approved by Landscape Architect. Q 0 Q discrepancy. All discrepancies shall be brought to the City' of Palm Desert's 2. The landscape contractor is obligated to insure plants loaded on delivery attention prior to continuation of work. j 2 W 1. Glean up and remove all debris and surplus material and remove from site. trucks prior to site delivery are those plants previously approved by the 00 J cc Landscape Architect and the City of Palm Desert Landscape Inspector. F. Utilities = M a Q RAI NAGS ch Z D III. e of Work - Provide all labor, materials tools, a ui ment, transportation and 3. Any plants that are not those previously approved, or those that do not I. The Contractor shall be responsible for verifying the location of a Cl)ll _ �k � O Scope cL p p meet the minimum Spec if icat ions established through the photograph and underground utility lines and boxes (as shown on plans) prior to any Z I--- O 2 necessary incidentals for the completion of all drainage 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 drawings, including but not limited to the following: Ob site. such lines and utilities. the Landscape Architect has taken additional efforts as part of the plan preparation process to identify the me_ V A. Materials 4. Any plants damaged during loading transportation or off loading shall be proposed location these utilities and coordinate tree and plant 1. Acrylonite Butolene - Styrene (ABS) Schedule 40 drain pipe, perforated or replaced. Damage is defined and may include but is not limited to trunk placements to coincide with their locations. The contractor shall bring non-perforated in diameters shown on the drawings. scaring, broken limbs, defoliation and wind burn. The Landscape Architect any discrepancies to the Landscape Architect. All discrepancies shall SHEET DESCRIPTION and the City of Palm Desert Landscape inspector reserve the right to be brought to the City of Palm Deserts attention prior to continuation 2. Basins and Drains - High impact plastic Styrene drain basins, catch basins reject any 4 all plant material. of work. SITE t rene deck drains and/or recast concrete AND with rates high act plastic S , grates, g p p y p drain box and catch basins and cast iron grate in diameters and sizes as CONTRACTOR QUALIFICATION NOTE: PLANTING CONTRACTORS SHALL BE CALIFORNIALICENSED LENSED G-27 shown on the drawin s. Stainless steel or brass deck drains in hardsca e as ALL LANDSCAPE ATI NS g p SPECIFICATIONS shown on the drawings. ALL CONCRETE CONTRACTORS SHALL BE CALIFORNIA LICENSED 0-8 F. Plant Storage ALL MASONRY CONTRACTORS SHALL BE CALIFORNIA LICENSED 0-21 DESICNED SMP B. Trenching and Laying Pipe I. Trenches to itch a minimum of 1/8" per foot unless otherwise indicated on the I. Prior to plant deliveries, the contractor shall establish a staging area DRAWN p p where deliveries are to be received. This Staging area shall be adjacent These plans have been reviewed by the Coachella Valley Water District in accordance SMP drawings. Contractor to verify all invert elevations and trench depth prior to g g A T F with Water Code Title 7, Division 1, Chapter 3, Article 10.8 Section 65597 et se CHECKED excavation. to the installation area however away from heavy construction and p q' SMP equipment that may cause damage. requiring efficient landscape and irrigation design in cooperation with the local DATE 2. Bottom of trench shall be smooth and continuous to flow direction. A hollow s r R , c governing agency (City or County). "Approval of this drawing by CVWD staff does not 1.31.07 2. The contractor Shall provide manpower as needed to adequately maintain constitute approval to encroach into district and USBR Rights-of--Way. Trees, plants, JOB NO. shall be made to receive bell of pipe so the joint will not bear upon the plants located in the staging 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 subgrode. Adjustments to line and grade shall be made by scraping away or watering, protection from wind or other damage and theft. and USBR easements or right-of-way without first obtaining an encroachment permit CAD FILE filling in with bockf i I I under the base of the pipe and not by wedging or from CVWD. Ale ria- lantin S ee blocking. SHEET NUMBER DATE WATER MANAGEMENT SUPERVISOR 5. Trench material shall be used for backfill. However, no rocks or lumps Shall be used. Welded joints shall be given at least 15 minutes setup Ps �i before handling. Above the level of initial backfill, the trench may be CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR Revised; March I, 2007 Per Cityof Palm Desert's comments. OF 6 SHEETS &RAI;) IN& L;)RAINA&E SPEC., IFIC.,ATIONS PLANTING 5FECoIFIC.,oATIONS &ENERAL SITE / PLAN SET "A" 1-31-07 n