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HomeMy WebLinkAboutRecreation Detension Basin Area_1 SPANISH WALK RECREATION DETENTION BASIN AREA PALM DESERT, CALIFORNIA f + Taylor Woodrow Homes, Inc. 96745 W. Bernard Dr., suite 140 San Diego, CA 92127 Laguna Beach RECREATION DETENTION BASIN AREA Sausalito Los Angeles San Francisco Houston Dallas CONSTRUCTION DRAWINGS 580 Broadway Suite 200 Laguna Beach CA 92651 Fax 949 .494 .7861 949 .497 . 5471 Lp,N 0 S Cq p LLI n .t.s. DEVELOPERSHEE T I N EXp, SI 09EN Y APPR VALS CITY OF PALM DESERT LANDSCAPE LOCATION MAPDEX AG C O INSPECTION SCHEDULE OF-CAI.\FOR� TAYLOR W(JODRUW T- 1. D TI TL E SHEET I KEY MAP 76000 Frank Sinatra Dr. L-0. 0 LEGEND & NOTES CERTIFICATION OF PROJECT COMPLETION 1 ) SLEEVING / GRADING Palm Desert, CA 92211 L- 1. 1 MATERIAL LAYOUT PLAN a. Sleeve diameter, type depth and location P: (760) 360-6305 L- 1.2 PAVING & TERRACE WALL DETAILS A. A Licensed landscape architect, or other qualified professional in a b. Soil surface drainiage, elevations and F. (760) 360-6824 L- 1.3 TRELLIS DETAILS related field, shall conduct a final field observation and shall provide a trash (including weeds & rubble) PROJECT MANAGER: TI M DA Y L- 1. 4 SITE FURNISHINGS DETAILS certificate of completion. The certificate shall specifically indicate that / L-3. 1 PLANTING LAYOUT PLAN the plants were installed as specified and that the irrigation system 2) HARDSCAPE / BOULDERS-COBBLE s� ��F L-3.2 PLANTING DETAILS was installed as designed. a. Sidewalk and wall layout &;A L—3. 3 PLANTING SPECS b. Utilities location B. Certification shall be accomplished by completing a certificate of c• Boulder type,size, weight and placement �A F CONSULTANTS completion and delivering it to the District, cirt or county and to the 3) IRRIGATION SYSTEM ROUGH-IN owner of record. (See example) ( a. Trench depth SWA GROUP CERTIFICATE OF PROJECT COMPLETION b. Pipe size and class Q��D LANDSCAPE CONSULTANT c. Pressure test (125 psi for 6 hours) �9Q 580 BROAD WA Y Project Name: Parcel Map or Tract SUITE 200 No.: 4) PLANT MATERIAL (trees & shrubs} LAGUNA BEACH, CALIFORNIA 92651 a. Condition P: (949) 497-5471 Project b. Type O' F. (949) 494— 7861 LL Location: c. Placement PROJECT PRINCIPAL: MONICA SIMPSON Maximum Water 5) GROUND COVER Decomposed granite) Q D.D. PAGANO R VED - Allowance: a. Type t� - API' �,�,�� In hundred cubic feet b. Depth and spacing W 1 RRI GA TION CONSULTANT FIN DSCAP s j p 4705 EAST CHAPMAN AVENUE nN �� c. Compaction ORANGE, CA 92869 DATE Estimated Total Annual Water Use: ' tANDSCA E MA AG (714) 771 — 9200 PHONE P 6) FINAL . (in a. Irrigation FRANK SINATRA (714) 771 — 9202 FAX hundred cubic feet) Valves, boxes and wiring FROJEGT Controller operation BUTSKO UTILITY DESIGN, INC. KEY MAP Preliminary Project Documentation Submitted: (initials indicates '� Sprinkler, bubbler ad or drip NOT T® 5CALE ��� `��® ELECTRICAL CONSULTANT emittert a flow rate and 74- 130 COUNTRY CLUB DR., WATER USE CONCEPT STATEMENT submittal) yp SUITE 102 . .. ..... ... q quantity per plant. 1 . ESTIMATED ANNUAL APPLIED WATER USE DOES NOT RELY ON 1 . Grading design plan Overall operation VICINITY MAP n .t.s. PALM DESERT, CA 92260 RAINFALL THEREFORE, WITH RAIN , THE IRRIGATION SYSTEM As built (760)601 -3390 PHONE RAIN SHUT- OFF SWITCH WOULD TEMPORARILY RESTRICT LL 2. Landscape design plan b• Tree staking (760)346-8518 FAX IRRIGATION , USING LESS POTABLE WATER; c• Overall 2. THE IRRIGATION SYSTEM IN SHRUB ARES IS ENTIRELY DRIP 3. Irrigation design plan STANTEC ** ** ANY OF THE ABOVE StTE CIVIL ENGINEER IRRIGATION , THUS MAXIMIZING IRRIGATION EFFICIENCY AND �Tox� SNAT�, NOTE SHOULD N MINIMIZING WATER LOSS; 4. Irrigation schedules INSPECTIONS FAIL AFTER 2 ATTEMPTS GERALD 73733 FRED WARING DR., SUITE 100 THERE WILL BE A FEE ASSESSED FOR ANY PALM DESERT, CA 92260 3. OVERALL, PLANTING DESIGN IS XERISCAPE IN NATURE AND Post installation Inspection: (initials indicate completion) 760-346-9844 PHONE CONSISTS OF MOSTLY DROU GH T- TOLERANT, LOW- WATER USE Key Plan RE-INSPECTIONS. ORD DRIVE 760-346-9368 FAX PLANTS; A. Plants installed as specified i \ 10REVISION 4. TURF AREAS HAVE BEEN KEPT TO A MINIMUM TO REDUCE 9 REVISION o F MARLOBARTELS THE TOTAL AMOUNT OF WATER USE; , REVISION REVISION B. Irrigation systems installed as designed ARTIST FRANK SINATRA DRIVE �FF��y 2307 #7 LAGUNA CANYON ROAD 5, ALL CONTROLLERS ARE EQUIPPED WITH RAIN SHUT- OFF 6 REVISION Comments: LAGUNA BEACH, CA 92651 SWITCHES TO MAXIMIZE WATER CONSERVATION; 5 REVISION 6. SHRUB AND GROUNDCOVER LAYOUT IS SPACED TO BETTER 4 REVISION o U.S.A. 3 REVISION A copy of this certification has been provided to Owner/Developer and Q 949-494-4408 PHONE FIT THE GIVEN CLIMATIC SITUATION . 2 REVISION District o 949—49 7—3293 FAX 1 REVISION Comments: COUNTRY CLUB DRIVE W Revisions %O C m J� North w w wA �,,L. W I Ckf I certify that the work has been completed in accordance with Q Q HOVLEY N Coachella Valley Water District Landscape and Irrigation Guidlines. Q These plans have been reviewed by the Coachella Valley Water District in accordance BY.. LANE EAST .N A T E R with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. DATE: w o requiring efficient landscape and irrigation design in cooperation with the local � � `�4 Scale �- © c governing agency (City or County). "Approval of this drawing b CVWD staff does not Date License No. A Date e Architect Signature � c g g g y C Y Y) pP g y 4 Landscape g a � s T R � AL G a_ constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, 07/17/2006 1 ST CITY PLAN CHECK walls, and permanent structure of any kind may not be planted or installed in CVWD 1 vOv2o06 2ND crrY PLAN CHECK Phase and USBR easements or right-of-way without first obtaining an encroachment permit PHASE from CVWD. Job Number x TYWN601 DATE WATER MANAGEMENT SUPERVISOR N _ Drawing Title APPROVED BY; �, APPROVED BY: � ���, � �� , �� F q } TITLE SHEET '+vcH ws� 7wa {7 .:: tt d ^..':,.:a- ;:�.M' i§i -M-:.� '9•.::.. ........_. CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR e�coae yoG Under ground NOT ° Service Allert Drawing Number DATE DATE fl g NO TREF-5 SHALL 5F_ FLANTFI0 W:I TW I N �.�.�1.�. EASEMENTS OR �( Nf' IR CONSTRUCTION REV. SHEET REVISIONS APP. DATE un� Call: TOLL FREE �16HT-0F VNA`► S 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG _ i PLANTING NOTES GENERAL NOTES SPAN 1 SH WALI_ RECREATION DETENTION 1 . Final grading shall be approved by the Architect in the field after soil 1 . Verify site information' g property includinlines easements buildings, roadway curb and utters, utilities and other BASIN AREA y g and nor to lantin information affecting the scope of Work included on these Drawings. Utility information may include storm drain, sewer, water, PALM DESERT, CALIFORNIA preparation P P g• and cable TV. More specific utility information is indicated on the Architect's plans and site Record electrical, gas, telephone P � P MATERIALS SCHEDULE r direction on how to proceed if actual site - - - -------- - ---- - ---- contact the Architect for - 2. For all on grade conditions, the Contractor shall take soli samples, conduct Drawings available from the Architect. The Contractor shallp P 9 COLOR percolation tests, and review existing site conditions with the Landscape conditions vary from what is shown on the drawings. SYMBOL KEY DETAIL# ITEM MATERIAL FINISH MANUFACTURE /SUPPLIER Architect. The appropriate quantity of samples shall be verified with the PAVING 2. Excavation in the vicinity of utilities shall be undertaken with care. The Contractor bears #oil responsibility for this Work. MEDIUM Landscape Architect. Samples shall then be tested and analyzed for percolation Any damage to utilities caused by any person, vehicle, equipment, or tool related to the execution of the Contract shall be PV-1 1/L-1.2 CONCRETE WALK C.I.P CONCRETE NATURAL GREY BROOM FINISH and agricultural suitability and fertility by the Soil and Plant lab reviewed with architect. Analysis shall include review and coordination with specifications and repaired immediately at no expense to the Owner. recommendations for soil preparation and backfill mix and shall be paid for by the NEW CALIFORNIA _ PH: ROCK SUPPLY I ses to the Landscape 3. The Contractor shall notify Underground Service Alert: (USA 1-800-422-4133) 48 hours prior to any excavation. .•,..•`•,,,• .':,•, PV-2 7/L-1.2 4" DECOMPOSED GRANITE GRANITE FINES GOLD PH: 1-800-KRC-ROCK Contractor at no cost to the Owner. Submit soils aria p Y :'r•:. '•.7'•`,• � � Taylor Woodrow Homes, 1 Architect for approval prior to soil preparation. This requirement applies to all PV-3 10/L-3.z 2" DECOMPOSED GRANITE NEW CALIFORNIA - �ia�a5 w. Bernard Dr., LAYOUT & MATERIALS NOTES ;: GRANITE FINES soils and conditions within this project. Refer to specifications for further :: GOLD Suite 7 g ✓�'1;;,;':.s• San Diego,CA 92127 DESERT ROCK SUPPLY requirements. 1 . The Contractor shall layout and verify all dimensions prior to construction. An discrepancies shall be brought to the %rf�%% � _ 42-445 MADISON STREET y fy p y p 9 �, l!v PVC 11 /L-3.2 1 -4 COBBLE COBBLE DOS RIGS INDIO, CA 92203 �ff'u'��f 's Phone:(760)342-5522 n f plant materials shall be approved b the Landscape attention of the Architect immediately. Do not proceed with Work without consulting the Architect. sr; � - 3. Exact locations o p s pp y p j S a Laguna s a li t o Beach Architect in the field prior to installation. The Landscape Architect reserves the PV-5 - HANDICAP CURB RAMP REF. CIVIL ENGINEER - - Los Angeles right to adjust plants to exact location in field, as required. 2. Written dimensions take precedence over scale. 5 o u Francisco Houston Dallas 4. The Contractor shall be responsible for verifying all plant counts and square 3. For handicapped standards, verify compliance with "State of California Standards For Handicapped Persons." and A.D.A. %'.f. PV-6 4/L-1.2 STEEL HEADER GALVANIZED STEEL ROLLED EDGE W/STEEL STAKES SEE SPECIFICATION footages, as required. (Americans with Disabilities Act), latest editions. WALLS STRUCTURES 580 Broadway Suite 200 Laguna Beach CA 92651 4. Where dimensions are called as "equal", all referenced items shall be spaced equally, measured to their center lines. S-1 5/L-1.2 PLANTER RETAINING WALL 135mm HIGHLAND STONE CAP TUSCANA BLEND SIERRA BUILDING SUPPLY Fax 9 4 9 .4 9 4 .7 8 6 1 5. Finish grades of all shrub areas shall be 2" below adjacent curb, pavement or _ FONTANA, CA header. PH: 709-355-6422 9 4 9 .4 9 7 . 5 4 7 1 5. All measurements are to face of building, wall or other fixed site improvement. Dimensions to center lines are indicated. S-2 6/L-1.2 AMPHITHEATER STEPS 135mm HIGHLAND STONE CAP TUSCANA BLEND - 6. Finish grades of all turf areas, prior to sodding, shall be 1" below adjacent �P .Slm P pti_l curb, pavement or header. 6. Install all intersecting elements at 90 degrees to each other unless otherwise noted. S-3 1 -5/L-1.3 AMPHITHEATER TRELLIS Wood Trellis TO BE SELECTED - C1 `r UJ 7. Provide 2" depth compacted D.G. / mulch at all shrub/groundcover areas . 7. Project manual ( contract specific actions) is fully part of these Contract Documents. The Contractor is responsible to fully ure familiarize him/herself with the Specifications and to have them with him/her at the job site at all times. 7/L_1.2 RAMP W/LANDING Exp. Dote 09.30.47 MATCH PV-1 Date R��P ........... S-5 7/L-1.2 RAMP CHEEK WALL F�F CAL1F0 MATCH PV-1 SEE DETAIL SHERWIN WILLIAMS POWDER COAT KING ARCH. METALS: 7, 8/L-1.2 HANDRAIL #7020 1-800-542-2379 BLACK FOX KINGMETALS.COM SHERWIN WILLIAMS POWDER COAT PLANTMATERIAL AND SOIL AMENDMENT NOTE o 5.7 7, 8 /L-1.2 HANDRAIL POST SEE DETAIL BLACK FOX SITE FURNISHINGS At the conclusion of rough grading, an Agronomic Soil Fertility Analysis shall be provided by the contractor and Precast concrete NATURAL G-1 T-1 LIGHT Manufacturer: e.comQUIC BETE ABBREVIATIONS AND SYMBOLS 0 FR-1 1/L-1.4 BENCH Series: "ALCAZAR" SANDBLAST www.quidccrete.com furnished to the Landscape Architect and City of Palm Desert for their review and approval. The Contractor shall install a2Az72BModel Phone: (951) 737-sz4o those soil amendments and fertilizers as recommended by the analysis and as reviewed by Landscape Architect and N.A.P. NOT PART- TYP TYPICAL Precast concrete NATURAL C-1 T-1 LIGHT Manufacturer:WAUSAU TILE O FR-2 2/L-1'4 TRASH RECEPTACLE Series:Round Trash Containers SANDBLAST www.wausautile.com City of Palm Desert. TF 1188Model Ph: (715) 359-3121 TYP. TYPICAL STD STANDARD Note: CLR CLEAR SJ SAWCUT JOINT FR-3 PEDESTRIAN LIGHT REF. ELECTRICAL All plant material shall be reviewed by Landscape Architect prior to delivery. Contractor shall provide the Landscape Architect with photographs and specifications of material. For all trees 24" box and larger, Contractor shall provide PA PLANTING AREA EJ EXPANSION JOINT ( Q FRS TREE UPLIGHT REF. ELECTRICAL photo of each specimen. For all trees/shrubs 24" box, Contractor may submit a "representative" photograph, EQ. EQUAL �CC Landscape Architect reserves the right to reject material delivered to the site not previously approved, or not + R.P. RADIUS POINT representative of the reviewed photographs. All photographs shall contain a person or measuring pole, address caliper, CENTERLINE /� ALIGN height and width of tree/shrub. CCL CENTERLINE OF COLUMN MIN MINIMUM Regardless of previous Landscape Architect or Owner approvals; the City of Palm Desert Landscape Inspector HDR STEEL HEADER & AND reserves the right to reject any and all plant material. MAX MAXIMUM @ AT KEY PLAN Note: All installation and maintenance shall meet or exceed the City of Palm Desert's "Low Water Ordinance" and follow the TBD TO BE DETERMINED W/ WITH maintenance schedule & guidelines established in the MFG MANUFACTURERS LA LANDSCAPE ARCHITECT �'�!/ ,, 14tUU 1 JtUU City of Palm Desert's "Desert Flora" Maintenance Guide, Current Edition. - - - - -T.W. TOP OF WALL F.S. FINISHED SURFACE ,j� � It is recommended that the Landscape Architect to all plant material stock at the supplyingnurseries prior to delivery -- F.G. FINISHED GRADE F.S. STRUCTURAL ENGINEER i . "- -- :.t highest standard of stock is being provided and installed for this project. to insure that oil the hi h g p p J .. ,_ _....._._................................_.._. .........:..:: -------------------------------- :T K .......... t,.. ,. ,-....... ....: f, .. r.• / .,....... ...................... ,....-----................................_-_--_-�-------- -------------- ................. ------.. .......................................................... ... .,y 1•' n L-2 . 1 PLANTING LEGEND ` SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS QUANTITY AREA SF WATER USEL-3 , 1 TREES/PLAMS ��� � �jf �y` / y ��� � y � % � i ` ����� � ���i�i6�� / ■ t i! ' f Matched multi-trunk s eciments fulls symmetrical, well rooted, unblemished trunk, .... ._._ P Y ; : : _.. .;>;: w' ... KeyPlan " as tagged b the Landscape Architect, branched to 6 0 . - "" ' Per Ian 9g Y P 18 ■ !i' 36 box ; ; ; ; ; - .. IN.� Blue Palo Verde P `"�`-���.-." .. ...._ ��. - '� PAR FLO nia flonda ; , ;: ........Parkmso " ........_.. - at noted per Ian - straight, field grown specimens, full symmetrical, heavy caliperas ; : ; :. : _ ,- ......._.. P P Single trunk, straig g p , y vy 15 , 20 , 25 tagged b the Landscape Architect_ Height of palm to be measured to the apical gg Y P g P P _ - - Per Ian 23 _ __ _ __ _ _ ____ _ Fan Palm P - HIGH - - t Mexican - - tonia robus a ashen - - AS ROB W ....... - .. .....-,.�::::::.:.:....:..:-_:•;.. 9 REVISION 30 A.M. � O :: ::::::::_::: .�.. -*- meristem A.M. as indicated m detail 10 sheet L 3.2 " - r - - , 8 REVISION i I- f Matched low-branched standard, full, symmetrical, well rooted speciments, as - - Y _ ....... ... R ISION tagged by the Landscape Architect. Potential nursury source: Growest nursury, 3 _ MODERATE 0.5 r r ■ • •■■■ ■ • """ ■ ■ 36" box 6 V DAL SIS Dalbergia sissoo Rosewood Tree Per Ian � f „ ,- " ,;,, � '- 7 REVISION ,�,,,• p Riverside, CA "°' "; REVISION 5 REVISION Single-trunk, straight, field grown specimens, full, symmetrical, heavy caliper as 4 REVISION " tagged by the Landscape Architect. Height of palm to be measured to the apical 3 REVISION PHO DAC Phoenix dac life let Noor' D let Noor Date Palm 18' A.M. Per plan 7 _ LOW 0.2 ty g eg meristem (A.M.)as indicated in detail 10, sheet L-3.2. Nursery source must be 2 REVISION pre-approved by Riverside County Agricultural Commissioners Office. 1 REVISION Matched, low-branched standard, full, symmetrical, well rooted speciments, as LOW 0.2 ACA SAL Acacia salicina Coba, Weeping Wattle 24" box Per plan tagged by the Landscape Architect. 8 Revisions Matched, standard, branched to 6'-0", full, symmetrical, well rooted speciments, as - 36" box Per Ian tagged b the Landscape Architect. 4 - MODERATE 0.5 North ULM PAR Ulmus arvifolia Drake Drake Elm p gg y p , P NOMESHRUBS/GROUNDCOVER These plans have been reviewed by the Coachella Valley Water District m accordance , / ,j / �N A T E R with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. U LAJJollaBougainvillea 4' o.c_ 100 1286 SF - BO Bougainvillea s La Jolla La J 5 al Triangular Spacing, fulls symmetrical, well rooted Bouga pp g g g P g. � Y requiring efficient landscape and irrigation design u�. cooperation with the local EDI ACA RED Acacia redolens 'Desert Carpet' Desert Carpet Acacia 5 gal 4' o.c. Triangular Spacing, full, symmetrical,well rooted 310 5010 SF LOW 0.2 0 s T R o governing agency (City or County). "Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USER Rights-of-Way. Treesplants, Scale NTs LAN MON Lantana montevidensis Purple Trailing Lantana 1 gal 4' o.c. Triangular Spacing, full, symmetrical, well roofed 13 201 SF MODERATE 0.5 pp �'' walls, and permanent structure of any kind may not be planted or installed in CVWD Date 5 al, 15 al Per Plan Per Plan 10 - LOW 0_2 07/17/2006 1ST CITY PLAN CHEi " • n wheeleri on 9 9 HE Das lino Desert Spoon right-of-way without list obtaining an encroachment permit 11101/2006 2ND CITY PLAN CHE DAS W y p and USBR easements or ri t of af � Yg LAN CAM Lantana camara 'New Gold' New Gold Lantana 5 gal 3' o.c. Triangular Spacing, full, symmetrical, well rooted 21 - MODERATE 0.5 from CVWD. Phase PHASE 1 R ROS OFF Rosmarinus officinalis 'Prostratus' Rosemary Spp_ Prostratus 5 gal 3' o.c_ Triangular Spacing,full, symmetrical, well rooted 36 - MODERATE 0.5 Job Number VINES DATE WATER MANAGEMENT SUPERVISOR TYWN601 „ice..✓i��i BOU BAR Bougainvillea 'Barbara Karst' Barbara Karst Bougainvillea 15 gal Per plan Skated vine, full, symmetrical, well rooted 8 - LOW / MOD 0.5 NOT FOR Drawing Title ACCENTS -0 2' o_c. 835 3369 SF Low 0.2 CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR r� MAIN STI TEN Stipa tenuissima Mexican Feather Grass 5 gal Triangular Spacing,full, symmetrical,well rooted ��� r LEGENDS AND NOTE; Octopus Agave _ LOW 0.2 � ` � .. Alk AGA VIL Agave vilmorniana P 9 15 gal Per plan full, symmetrical, well rooted 4 NOTE ALO SPP Aloe 'Blue Elf Blue Elf hybrid Aloe 7 gal 2' o.c. Trion ular Spacing, full, symmetrical, well rooted 336 1338 SF LOW 0.2 ORE y Under g P 9. Y NO T EF-5 5HAL L f5E FLANTE� K THI N G.�.V .�. EA5E1 IENT5 OR „� 1 °� ground 29 HES PAR Hesperaloe parviflora Red Yucca 5 gal Per plan Triangular Spacing, full, symmetrical, well rooted 28 - LOW 0.2 I 6 T'® Y5 °,�, service lert Drawing 'Number FOR CONSTRUCTIOI MUH RIG Muhlenbergia rigida 'Nasheville' Purple Muhly 5 gal 2' o.c. Triangular Spacing, full, symmetrical, well rooted 29 - LOW 0.2 m1� Call: TOLL FREE NOT O PAZTURF � MIN �� 1-HOO I % refer to specs 227-2600 TURF Hybrid Bermuda 'Tifway Green', overseed w/ Perennial Faye during winter Sod p 35,210 SF L=0m0 TWO WORKING DAYS BEFORE YOU DIG ® SWAGroup SPANISH WALK p RECREATION '0 D :TENTION E I'J n' ' �rl I ",I BASIN AREA 13 + 00 PALM DESERT, CALIFORNIA PV-3 2- D.G., TYP. ........... CD RINI, "P-0, p — T` 71 I'S 1-911 0�5 — 161 PASEO GUSTO w ...... _Lj� Lak, W� L0 F®RININ/ /P ffl, PER. F///V/, LIMIT OF WORK m La SON -3n r Woodrow Home , Inc. ................------------ "ayo .......... 6745 W. Bernard Dr., ............ Stilts 140 LLJ San Diego, CA 92127 L L---------­--------------- .................................. Li Ld 'ell ...... LLJ LLJ ...... .............................. _--------------------_---- ----------- -------- - - - --- - - . ......... . . . . . . . . . . . . . . . . . . ............... ...... ............. . . . . .. .......... .............. ------­-­­---------------------------------­--------........................ ....... --- Ej. ............. Laguna Beach ------------------- .......... . . . . . . . . . .. . . . . . . . . ........... S a u s a I i t o ................. .......... ............ ------------ Los Angeles .................. --------------- ------------_------ ............ zo . . . . . . . --------­--------- 00 San Francisco ..................... . . . ........... LL] H o u s t o n .............. ........................................................ 0! -------------------- --------- ......... .......... 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J. ........ ------- .......... ........................ .......-------—------------------------ --------------- ------------------------------------ --------------------------------------------------------------------------------­---------- Suite 200 -------------------- ------------------------------------------------------ 7 .... .......... ------------------­-------------------------- ------------------------ -------_--- Laguna Beach CA 92651 ------------- ............................. ............................................................................................................. ............................................... .............. .............. .............................. .. .......... ............. ....................................... .................................................................... ............. Fax 949 .494 .7861 ------ ....... ................ ----­-----­---......................................................................... ............. -----_---- ............----------- ....... ........... ------ ............. ................ ............ F� 1, 9 4 9 .4 9 7 . 5 4 7 1 .......... ........................................... .... ............ .......... ...... ...... ................................... ....... ............ .................................................. ............ .......... ............ --------------------------------------------- ----------------- ................................. ------------------------------------------ ... .......... ... ....... \_N14 D 5 C,4 . . . . . . .T SI M ------------- ...........------------------------------------------------------------------------------------------------ ------------- RAMP LANDING AREA, TYP. COBBLE, ryp. -oil 8 ...................... ............ A 0 -2 TRASH RECEPTACLE, TYP. 5 FIR -5 S RAMP CHEEK WALL, TYP. Signature N 10/1 Exp. Date: 09.30.07 FRA BENCH, TYP. Date . ........... S-4 RAMP, TYP. CAL\V .......... 0 PV-2 4" D.G.,TYP. S-6 HANDRAIL, TYP. % APO PV-3 2" D.G., TYP. . ...... ..... S-7 HANDRAIL POST, TYP. S-1 PLANTER RETAINING WALL, TYP. T LL ......... 21 77 (0 . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . in-O%A T .......... . . . . . . . . . . . . C:) ............ . . . . . . . . . . . PV-2 4" D.G., TYP. . . . . . . . . . . . . . . S-3 AMPHITHEATER TRELLIS LO STEEL HEADER AT PLANTING, TYP. FR-2 TRASH RECEPTACLE,TYP. VZZ// TREE UP-LIGHT,TYP. S-2 AMPHITHEATER STEPS, TYP. KEY MAP PV ---­------ -4 COBBLE, TYP. --------------------­--- ............ ....... ....... .......... .......... ........... ......................... .......... C0 ................ PV-1 CONCRETE ALI TYP. ----_-­------_ .......... ............. ................ --------- ................... ..... ----­----------------------------------­ ------------- -------------------------------------- .....---------- 70 ............ FR-3 .......... ----------- .................. .......... ------------------ PEDF,4tRIAN LIGHT, TYP. ........ ..... .............. ------------- ------- ............... : - ;--------------- ............. ------------_ ............. ........ .......... HANDICAP RAMP,TYP. ....... ---------------- .......... -------- 15 0 ------...... ............... ...... ........... .................... .......... ........... .......................... .......... --------------------- -------- .............. .......... .............. ............ ------- ---------_................. ....... .. ............ .......... -------_----- .................... ....... ..................... .............. ................ ...... .................. .......... .......... --­------­--------------- .............................. /... ........... ............. ...... ....................I........ ............... ............ ------------- ............ -----—------ ------------------­---_------- ------ .............----------- ....... .......... NM TO%ALE ---------- ............ ........ ........ ......... ......... . ...... ...... ---- ------- ....... -----------------............ . . . . . . . .......... .......... R 0 :18 _--_--_--- ............. ...... . . . . . . . . . --- ---------- ....................... .................. ...... --------------------------------------------- ...... ...... -------------- --------- ------- - ...................................... . ........... 14 ........... ...... .......... ....... ........ ............ ......... ... .......... ......... . . . . . . .................... ............... ....... .............. -------------------------- ......... .......... -------------- ................ ...... ....... ...... ........... ----­­------- ... .............................. ............... ...... ........ 10REVISION ...........-------- '0 ............. LLJ:R.P. .......... ............. 9 REVISION .......... ------- 8 REVISION .............. ..................------ ----- ------------------ .......... ........ . .................. - ----------- -------------- 7 REVISION Lj 6 REVISION .... .. .. ---------- ------------ ...... L 5 REVISION C OZ ............. 0 ........... .......... 3 REVISION ­ -------------- 2 REVISION 9 .............. I REVISION K ........... ------------_-------- ..................... ............. LIT OF WOR Im ............ ........ ....... ...... ------ ....................... -------- ,po. .................. ............. evisions ........... r1110111, North -011 268 ------------ .......... ............ of 101 Scale I = -001 Date 07/17/2006 IST Crl PLAN CHECK 11/01/2006 2ND Crl PLAN CHECK MATERIALS SCHEDULE HANDICAP CURB RAMP 7 1 L-1.2 RAMP CHEEK WALL NOTE: Phase SYMBOL TAIL# ITEM PHASE I Job Number 7, 8 L-1.2 HANDRAIL PAVING 4/L-1.2 STEEL HEADER 1 . FOR MATERIAL NOTES AND FULL LEGEND SEE TYWN601 1/1 CONCRETE WALK WALLS & STRUCTURES @ 7, 8 L-1.2 HANDRAIL POST SHEET LO.O. Drawing Title PLANTER RETAINING WALL 140T OR LAYOUT & 5 L-1.2 71-1.2 SITE FURNISHINGS 4" DECOMPOSED GRANITE 2. CONTRACTOR SHALL FIELD STAKE THE MATERIALS PLAN ON 1/1 BENCH 6 L-1.2 AMPHITHEATER STEPS LOCATIONS AND COVERAGE OF ALL BOULDERS -3.2 ��P V�-3 10/L 2" DECOMPOSED GRANITE foli Under AND COBBLES FOR REVIEW BY THE LANDSCAPE ground Drawing Number 1 -5/L-1.3 AMPHITHEATER TRELLIS -2 21-1.4 TRASH RECEPTACLE ARCHITECT PRIOR TO PLACEMENT OF BOULDERS Service Agerf PV-4 11 L-3.2 111-411 COBBLE FNOT FOR CONSTRUCTION1 AND COBBLES. Call: TOLL FREE 7 L-1.2 RAMPWLANDING PEDESTRIAN LIGHT 1-800 __j 227-2600 TREE UPLIGHT TWO WORKING DAYS 13EFORE YOU DIG SWAGrotip L X= PAVEMENT THICKNESS, PER STEEL REINFORCEMENT, SET INTO RECOMMENDATION OF GEOTECHNICAL - - CONCRETE PAVEMENT, TYPICAL. SIZE, TURF, TYP. - -REPORT. --- LENGTH, AND SPACING REQUIREMENTS X = PAVEMENT THICKNESS, PER RECOMMENDATION CAST-IN-PLACE CONCRETE PAVEMENT, TYP.. SPAN ISH WALK PER GEOTECHNICAL REPORT. 17 1"x15"x3" ANCHOR HIGHLAND ---- OF GEOTECHNICAL REPORT. REFER TO LAYOUT PLANS, MATERIAL LEGEND, Y= SUB-BASE THICKNESS, PER FINISHED SURFACE TYP. STONE CAP, TYP. Y = SUB-BASE THICKNESS, PER RECOMMENDATION AND SPECIFICATIONS FOR SPECIFIC PAVEMENT RECREATION RECOMMENDATION OF 12"X12"X6" ANCHOR TYPE AND FINISH. ' GEOTECHNICAL REPORT. a�� TROWELED EDGE HIGHLAND STONE RETAINING OF GEOTECHNICAL REPORT. DETENTION Y8" TOOLED EDGES OF PAVEMENT, TYPICAL. BLOCK WALL, TYP. 1/2" SEALANT DEPTH TOOLED JOINT SEALANT, TYPICAL. REFER TO BASIN AREA 13 COBBLE MULCH FINISH GRADE a a a ° � SPECIFICATIONS. PROVIDE PRIMER, SEALANT, X L3.2 3 8" JOINT WIDTH AND SAND ON JOINT FINISH. PALM DESERT, CALIFORNIA e PLANTING AREA - DE y. � d _ _ �I I 1=� 1=III= _- - - � a CLOSED CELL BACKER ROD, AT 1/8" WI R a a _ _ _ • THAN JOINT WIDTH, WITH NO BOND TO SEALANT, TYPICAL. Uj Nk =III=I I 1 I-1 I GEOTEXTILE, SEE SPECS DECOMPOSED GRANITE FINISHED SURFACE OF PAVEMENT, TYPICAL. ti ti-III=1 y=1 y I-I y y - y ti-ti y y_ 1 BASE MATERIAL 6" MINIMUM COMPACTED = _ - �'�.,,s; _ COMPRESSIBLE EXPANSION JOINT FILLER _ 11=1111= - + MATERIAL, SET AT FULL DEPTH, TYPICAL. PER GEOTECHNICAL GRANULAR BASE iII- I - �' I1=1II II- ; <;; .: - o REFER TO SPECIFICATIONS FOR TYPE. JOINT REPORT I I I "-� GEOSYNTHETIC 11=1 - _ o Q d SHALL BE SET STRAIGHT AND TRUE. 2 (X) COMPACTED SUBGRADE PER -_I I = - ( IZ a . REINFORCEMENT - _ I GEOTECHNICAL REPORT "'=1 I�I II I I-1 I I---I 111= I I `.' ' — �I I 1=1 I I I- -.: 5'-0 +/- x a Taylor Woodrow Home s, Inc. FREE DRAINING AGGREGATE ¢ ° STEEL REINFORCEMENT DOWEL, TYPICAL, SIZE, 16745 W.Bernard Dr.,CONCRETE PAVING COBBLE MULCH - cl � LENGTH, AND SPACING REQUIREMENTS PER Suite140 DRAIN PIPE (REFER TO CIVIL DWGS) - I I I�I I I - _;: '. _ -Asia - w — — — — — — — — — — GEOTECHNICAL REPORT. PROVIDE San Diego,CA 92127 _ ,- „ -III=11 111, 111=__IIIi-11�I III " :` 4 0° CO SLIP-SLEEVE ON ONE END OF DOWEL I► 1 i I-1 I ►�I:;:_ I I�►I I r. ,�► III III—III—III—III-1 I—III—III—III= III—I I I— SCALE. 1 1/2 1 0 'III mil -III= II _ _ _ _ _ _ _ _ TYPICAL. REFER TO SPECIFICATIONS. STEEL REINFORCEMENT, SET INTO (�I—I I—I�I—I�I—I�I—I�I I�I—III—)�I—I�I— I(=I I I X= PAVEMENT THICKNESS, PER =1 11=1 I1=1 11=1I I=) :: : ' CONCRETE PAVEMENT TYPICAL. SIZE, I - 11—III III—I I—III-111=1 i=1 I 11=1 I I—III 11 — Laguna Beach _ _ _ _ _ _ _ _ _ COMPACTED SUB-BASE MATERIAL, TYPICAL. , RECOMMENDATION OF GEOTECHNICAL ' -1( I� I I I (1=1)���''�:� = I�I—) I—I�(—I�I—I�I—I�I III—III— =III—I I—III= S a u s a l i to REPORT. LENGTH, AND SPACING REQUIREMENTS PER '�II„111, ,111 ,111, ,111,��111=11�) III ;.:: : -II�III I -III= I 1=I I III—III—) I I—) ( (—I (—III-1 I I=—III III—III REFER TO GEOTECHNICAL REPORT FOR TYPE Los Angeles GEOTECHNICAL REPORT. II�II IHI {I�III- I *' III—I I_I I I_I I I=1 I I=III III=III=1 i I—I 11=1TI=I I TURF OF MATERIAL AND REQUIRED DENSITY OF San Francisco Y= SUB-BASE THICKNESS, PER FINISHED SURFACE TYP. I 11=11 =11I- I COMPACTNESS. H o u s t o n RECOMMENDATION OF - - - - -I LLI= _ _ EQ. EQ. D a l l a s '=1 I�I 11=-= -I 11=1 I I I I GEOTECHNICAL REPORT. 4' TROWELED EDGE =111�11-II�II�III-111=11 III ':''`° 11=III=111=11�111=111=11' COMPACTED SUBGRADE, TYPICAL. REFER TO III- I 1-III=111�11�IF111-91F GEOTECHNICAL REPORT FOR REQUIRED 580 Broadway US -- FINISH SURFACE a I I I-I I �I 11=1I�I 11=1 I I I'— - I II 11=III=III;,lily' DENSITY OF COMPACTNESS. Suite 200 — g�I La una Beach CA 92651 d% :a. ° ' Q a c n 25'-0" ' - -=-- Fax 949 . 494 . 7861EXPAN I N J TNT WITHEALANT tT OLED) X n 5 EQUAL SPACES =i1 11 , LS 9 4 9 . 4 9 7 . 5 4 7 1 G . — - T STABLIZED DECOMPOSED GRANITE, AMPHITHEATER STEPS .° :'. ° .' I=III I (- REFER TO PLANS, SET IN 2" EQUAL LIFTS X = PAVEMENT THICKNESS, PER RECOMMENDATION a a — III-III- — �r - r OF GEOTECHNICAL REPORT. NDSCgp — — — — — — GEOTEXTILE FILTER FABRIC, _ —III 1/2 1 SECTION Y = SUB-BASE THICKNESS PER RECOMMENDATION ��F.�P�•SIMPSoN REFER TO SPECIFICATIONS CAST-IN-PLACE CONCRETE PAVEMENT TYP.. �� =I I (�III III III I ( I I !I I I I I OF GEOTECHNICAL REPORT. REFER TO LAYOUT PLANS, MATERIAL LEGEND, w mo �4�ry� BASE MATERIAL AND SPECIFICATIONS FOR SPECIFIC PAVEMENT -, PER GEOTECHNICAL 1 4 PAVEMENT DEPTH TYPE AND FINISH. signature Ex REPORT SAWCUT AT PAVEMENT JOINT, TYPICAL. EDGESP• Date: 09.30.07 2 (X) COMPACTED SUBGRADE PER PLANTING AREA 3 16„ JOINT WIDTH OF PAVEMENT SHALL BE STRAIGHT, TRUE, /1. Date �P GEOTECHNICAL REPORT F.G. WITH NO SHATTER OR OVERCUTTING AT �TFOFCAUF CONCRETE PAVING 4 DECOMPOSED G13RANITE 17 4"x10"x3" ANCHOR HIGHLAND STONE CAP, TYP. e . CROSSING OF JOINTS, TYP. 12"X12"X6" ANCHOR HIGHLAND STONE e • " FINISHED SURFACE OF PAVEMENT, TYPICAL. SCALE: 1 1/2" = 1'-0" 1"' X I"' 5GtUARE TUBULAR STEEL P05T RETAINING BLOCK WALL, TYP. a° POWDER GOAT FINISH GRADE STEEL REINFORCEMENT DOWEL, TYPICAL, SIZE, FLANGE 45-112-5 LENGTH, AND SPACING REQUIREMENTS PER GEOTECHNICAL REPORT. PROVIDE II ARCHITECTURAL PRODUCT 112 5Q. P05T _ _. :':sY'.:�`:: :::; SLIP-SLEEVE ON ONE END OF DOWEL .. . .. KING ARCH. METALS: 1-800-542-237a 10 �~I II =III=11 -I11=III= d TYPICAL. REFER TO SPECIFICATIONS. a 5ET 50REW5 KIN6METAL5.COM - I III-III-III-III= co " 5PEG I AL BOLTS I II j I 11 I I I 11 I_ XCY d — a — — _aO P05T HOLE COVER SET5GREW5 PER MFG. I 11=I EPDXY GROUT SEALANT - FLU5HMATERIAL FINISH III6 X 6, 10,10 WELDED WIRE MESH SUPPORT,TO MATCH P05T WITH F.S. COLOR TO MATCH F.S. DECOMPOSED GRANITE — ALUMINUM SLEEVE -III-1111 111-III ..III_ Ili-' III I I (—III—III—III—I I—III—III—III—_ III—I I (— CONNECTED TO STEEL REINFORCEMENT DOWEL I I I-III- 6 MINIMUM COMPACTED I I I—I I—I i I=I 1 1=1 I I=1 I I I I 1=1 11=11 I—I I— 11=III & SLEEVE. a. 2%, TYP. - - I I=1 I I III=1 11=I 11=I 11=I 1=1 11=I I=1 I 11I= II=111 GRANULAR BASE — — — — — — — — — — COMPACTED SUB-BASE MATERIAL TYPICAL. ,. = I I- III—I i—III—III_I�I—III III—III— —1I1-1 I—III— C 0 GEOSYNTHETIC I (=1 11 111—I 11={II—III-1 I—III—) I I=—III III=III REFER TO GEOTECHNICAL REPORT FOR TYPE 4 � � III—f 1=III-111_I11=III III=III=III—I I I—III—II 4 - II f-III - I III= OF MATERIAL AND REQUIRED DENSITY OF II d �l =E.=111=III-III REINFORCEMENT COMPACTNESS. 112 III=1 11=1 I I I�11= EQ. EQ. FREEDRAI DRAINING AGGREGATE N G COMPACTED SUBGRADE, TYPICAL. REFER TO d 0 II _ -, . . - - - - GEOTECHNICALREPORT F 4 v r� ,_ „ -:: III=III=III-_ �111-�111-„III- DRAIN REFER TO CIVIL DWGS) OR REQUIRED 30 I � - - - DENSITY FCOMPACTNESS.. A�:��:�� I-III-III-III_ DES 0 11I1' COLD CONSTRUCTION JOINT (SAWCUT)STEEL POST JOINTS 4 0° :•::=�:' I-III-III-III 11= 1=I I I=III=111-I II=► I 1 �II I ,l NTS SECTIONSHOE FLAN N 1 = I I IE.I Ij l' X= PAVEMENT THICKNESS, STEEL REINFORCEMENT, SET INTO T ION - 1I1=1I i1_ PER RECOMMENDATION OF CONCRETE PAVEMENT, TYPICAL. SIZE, -III—I I =1 I1=1 I ISE(foolli I I h LENGTH, AND SPACING 2 1 4° =1 I I_I 11-1 I II I I I=1 I I I I�I i- 11=1 GEOTECHNICAL REPORT. / I I�I�I I1=1I I�!I I" REQUIREMENTS PER GEOTECHNICAL aIi_iII-I ii�= _ Y- SUB-BASE THICKNESS, PER REPORT. - - --=- RECOMMENDATION OF PAILINGPOST/PAVEMENT CONNECTION 3'-8" 3'-8" 3'-8" GEOTECHNICAL REPORT. FINISHED SURFACE TYP. KEY MAP 1/4"TROWELED EDGE, TYP. 8 s � N•T.S FINISHED GRADE °�•,"ti'�ST FIN15H GRADE, SEE CIVIL PLANS PLANTING W/2" D.G. HANDRAIL P05T TYP. i �41-0 O.I.P. CONCRETE RAMP, TYP. PLANTER RETAINING WALL CHEEK WALL, TYP. _ x a a a c a N e e 1/2 - 1 SECTION _ 2'-10' TYP. vARiES, SEE CIVIL PLANS , . FINISH GRADE, SEE CIVIL PLANS ° '� ° CAST IN PLACE CONCRETE 6" TYP. I II P. PAVING, TYP. I-I I SCAM I I NOT TO „�K SINATRA 2" DEGOMPoSED GRANITE, 4" P. SEE DETAIL 10 / SHEET L-3.2 =III=I I=III-I I = - FINISHED GRADE BASE MATERIAL (-I PER GEOTECHNICAL Key Plan _. ;N�� _ Z PLANTING AREA REPORT ......... STEEL HEADER REFER TO SPECS 2 (X) COMPACTED SUBGRADE PER 10REVISION <... <. GEOTECHNICAL REPORT� EPO 9 REVISION COMPACTED SUBGRADE PER - GEOTEGHNIGAL REPORT FIN15H SURFACE 8 REVISION TI ��� 7 REVISION 5FG O DECOMPOSED GRANITE, REFER TO 6 REVISION 5 REVISION RAMP CHEEK WALL COMPACTED SUBGRADE PLANS, 5ET IN EQUAL LIFTS ('ft;**0NCRETE PAVING EDGE LANDSCAPE 4 REVISION PER GEOTCHNICA L 3 REVISION HANDRAIL COMPONENTS BY OUTWATER REPORT - 2 REVISION OR APPROVED EQUAL _ SCALE: 1 1/2 - 1 -0 1 1st CITY SUBMITTAL SECTION ALL MATERIAL STEEL 4 POWDER GOAT 2 JOINTS HANDRAIL MOULDING GONG. RAMP W I-114/A/3 _ HANDRAIL END FITTING WI-114/B/13 REF. STRUG. DW65. Revisions :; . :.. ° ........._: .. .. . CONCRETE LAB FINI SH TYP.:.- - -----P05T 1 1/2 5aUARE North REFER TO LEGEND -... _.....' ---- STEEL REINFORCEMENT :.......--:: REFER TO STRUCTURAL ENGINEER HANDRAIL POST FOOTING _ ;.._.:- _... .... ,' ....... ,.. `' ' :. XTILE FILTER FABRIC, Q SPA REFER T SP I IGA NS e .o PER SHEET -1.1 :........ a " .: <:. ;" e e a e d 1 : O 3 COMPACTEDPER GEOTECHNICAL AS SHOWN W 8• e BASE MATERIAL EXPANSION JOINT TYP. - - .-. PER GEOTEGHNIGAL ENGINEER REPORT ED SUBGRADE PER GEOTECHNICAL• , _ COMPAC 07/17/2006 1ST CITY PLAN CHECK STEEL HEADER STAKE A5.. . .... .. . . _ . . .... L — — — — — — I REPORT 10/31/2006 2ND CITY PLAN CHECK • • ; _...- SUPPLIED BY MANUFACTURER — — — — — —L 1E — — — — — — GONG. LANDING AREA _.._.. ___ I I I I PHASE 1 I � ( � ( III III III III III X PAVEMENT THICKNESS, PER Phase ICI III III III I REF. GIVIL. DWG5. _„---- _----- __... RECOMMENDATION OF GEOTECHNICAL : Number I...........:. :....::. RECOMME REPORT. Job J;'' Y= SUB-B , P TYWN601 q REFER TO PLAN FOR ON-CENTER RECOMM EO I - JOINT SPACING AND ALIGNMENT . .. REPORT. Drawing Title _ a ,y PAVING AND WALLSTEEL HEADERDECOMPOSEDGRANITEC . I . P . CONCRETE_ } .......... ....... ...... F ..... . ...... ....... 4 DETAILS r - - - i, . _ � � SCALE: 1 1/2" 1' 0" SECTION SCALE: 1' ' 0" ���SGTIONA-A ®� _ _ ServOceAlert Dr wing Number c3� nn� Call: TOLL FRET O NOT FOR CONSTRUCTI HANDICAP RAMP & RAILING 1-800 7 SCALE: 1 1/2" = 1'-0" 227-2600 ' L= 1 m TWO WORKING DAYS BEFORE YOU DIG! 0 SWA Group 2'-6" SPANISH WALK 08 JOIST OR 8X8 BEAM, TYP. —4 3 N_ RECREATION REFER TO DETAIL SHEET L-1.3, DETAIL 2 4X4 RAFTERS, TYP. 6" 6" DETENTION 14 VINE PLANTING POCKET BASIN AREA SEE DETAIL L-3.2 / 11 EQ EQ. 4X8 JOISTS, TYP. 4X8 JOIST, TYP. PALM DESERT, CALIFORNIA 8 W� 1 „ R3112 ��., 8X8 BEAM, TYP. 6 4X4 RAFTER, TYP. _ 8x8, BEAM, TYP. 8 28N 38x 14 j. .../ - W DECORATIVE CORBEL 4x8 & 8x8 BEAM 6X12co _ WOODEN 1 _ - N Z ap u Taylor Woodrow Homes, Inc. 2" = 1' ELEVATION POST 4 OF 16745 W.Bernard Dr., PTD. HAMMERED GALV. san Diego,CA 92127 THK.STL. PLATE PAIRED »< SADDLE CONN., S.S.D PRECAST CAP Laguna Beach SWA 9 Sausalito 44 RAFTERS X RAF E MASONRY COLUMN W/ Los Angeles EQ. EQ. PLASTER FINISH San Francisco 01 Houston Dallas 4X8 JOISTS 1 `0 580 Broadway ti -- Suite 200 - Laguna Beach CA 92651 EQ. ` EQ. 8X8 BEAM Fax 949 . 494 . 7861 949 . 497 . 5471 6 WOODEN MEMBER ATTACHMENT TRELLIS WOOD MEMBERS 6X12, 12" DEEP, WOODEN POST 4 - !� — F,OP P S1 SECTION 1 — 1 PLAN R3112" j Signature TYP. LIGHT FIXTURE PER SITE ELCTRICAL VINE POCKET, REFER TO Exp. Date: 09.30.07 8'-0" DWGS. (CONCEAL TRANSFORMERS AND DETAIL L-3.2 / 11 PTD. HAMMERED GALV. 4' THK.STL. * q J'� Date �P \ TYP. - T ABELIN F o C G SEE DETAIL L 1. 7 3 / PLATE PAIRED SADDLE CONIC, S.S.D �� �F CALF �\ MASONRY COLUMN W/ PRECAST CAP P.A. I I P.A. I P.A.) I P.A. PLASTER FINISH / 6X12 POST, TYP. STEEL PINS EMBEDDED IN MASONRY ' STRUCTURE PER STRUCTUAL ENG. ------------------ ---------------- --------------------------------------- ------------------------------ /< 8x8 BEAM, TYP. MASONRY CORE REF. S.E. \ — 4x8 JOIST, TYP. PLASTER FINISH 4x4 RAFTER, TYP. 3 CONNECTION PER - -STRUCTUAL ENG. 00 PRECAST BASE STABILIZED DECOMPOSED GRANITE REFER TO PLANS, SET IN EQUAL LIFTS GEOTEXTILE FILTER FABRIC, REFER TO SPECS S�E %�EQ 4° d. . :a ------------------ --------------------------------------------------- Uj cri \\\\\\\\\\\\ W //\//\//\//\//\/ : 4.. / / / / /�//� \/\\/\\/\\/\\/ 4 \\/\\/\\/\\ \ N P.A. I I P.A. P.A. P.A. i / / a / /� REINFORCED CONCRETE FOUNDATION cfj w \ \ \ \ \ e \ \ a / / a PER STRUCTUAL ENGINEER LU (, `C. AMPHITHEATER TRELLIS 1/2 — 1 PLAN TRELLIS COLUMNS 5 ill — 1 — if SECTION » 2 -6 . K Plan Key 1' 4" 1 0" 6' 6" 3'-0» BEAM SPLICE 4x4 RAFTER, TYP. 4X4 RAFTERS, TYP. TYP. TY TY T 10REVISION YP. 4x 8 JOIST, TYP. REVISION RECE RECESSED WEATHER 9 E E S » „ Q. Q. 4x4 RAFTERS, TYP. s s 1 -4 REVISION PROOFJBOX 8x8 BEAM, TYP. 8 S ROUTE BEAM FOR CABLE 4x8 JOISTS, TYP. TYP. TYP. TYP. °° N 7 REVISION PROVIDE 24 GA. G.I. TYP. 6x12 COLUMN, TYP. 8x8 BEAM, 6 REVISION 5 REVISION FLASHING TO PAINT 6 C° 0 4 REVISION x12 POST, TYP. — PRECAST CAP, TYP. 3 REVISION - : PRECAST CAP 2 REVISION T, 1 1st CITY SUBMITTAL MASONRY COLUMN WITH MASONRY COLUMN WITH 4X8 JOISTS, TYP. PLASTER FINISH PLASTER FINISH, TYP. 8X8 BEAM, TYP. Revisions LIGHT FIXTTURENorth 12X12 WOODEN POSTCD CL - 8 ; .............. ..... BEYOND PTD. HAMMERED GALV. THK.STL. PLATE PAIRED Scale AS SHOWN 71 " EQ. EQ. SADDLE CONN., S.S.D Date PRECAST CAP, BEYOND 07/17/2006 1ST CITY PLAN CHECK 10/31/2006 2ND CITY PLAN CHECK LIGHT FIXTURE PROFILE MASONRY COLUMN W/ Phase PHA E 1 PRECAST BA E TYP. s PLASTER FINISH, BEYOND S PRECAST BASE, TYP. Job Number TYWN601 8'-0" � Drawing Title 0T TYP. TERRACE WALL & 8)-Osp "' TRELLIS DETAIL TYP. 24'-0» � ; _ a- T� TRELLIS SIDE ELEVATION TRELLIS FRONT ELEVATION E Y Under ground Service Aleut Drawing Number LIGHT FIXTURE CONNECTION AMPHITHEATER TRELLIS Call: TOLL FREE _- NO FOR CONSTRU 1 1-800 ` — — 1" — 1' SECTION 1/2" — 1' ELEVATION Lr 227-2600 Im3 TWO WORKING DAYS BEFORE YOU DIG 0 SWAGroup SPANISH WALK RECREATION DETENTION BASIN AREA PALM DESERT, CALIFORNIA Taylor Woodrow Homes, Inc. 16745 W. Bernard Dr., Suite 140 San Diego,CA 92127 Laguna Beach Sausalito Los Angeles San Francisco Houston Dallas STAINLESS STEEL PIN TO 580 Broadway PRECAST CONCRETE TRASH Suite 200 PREVENT MOVEMENT Beach A 26 1 . Laguna eac C 9 5 RECEPTACLE REFER TO SPECS Fax 949 . 494 . 7861 C.I.P CONCRETE FOOTING FINISHED SURFACE 949 . 497 . 5471 PER STRUCTURAL, TOP OF FOOTING BELOW FINISHED �PNDSCgp DECOMPOSED 0N c SURFACE GRANITE, TYP. COMPACTED S U B G RA D E Signature Exp. Date: 09.30.07 \ \ \ \ \\///\//// // // / // // // // // / L CAU \\ j PER S.E. TRASH RECEPTACLE ATTACHMENT AT DIG SCALE: 1 - 1 -0 SECTION PRECAST CONCRETE 6 -0 BENCH TYP. REFER TO SPECS KEY MAP / 1 - 30 DECOMPOSED r ic�gY� GRANITE LLI PRECAST CONCRETE BENCH LEGS (3 .. PLAN VIEW _ FRANK SINATRA PER TOP) REFER TO SPECS T°�"� (2) #8 STAINLESS STEEL Key Plan DOWLS PER LEG 10REVISION C. I . P. CONCRETE FOUNDATION 9 REVISION 8 REVISION PER STRUCTURAL, TOP OF 7 REVISION 6 REVISION FOOTING BELOW FINISHED 5 REVISION SURFACE _ _ 4 REVISION 3 REVISION 2 REVISION 2 DECOMPOSED GRANITE TYP. 1 1st CITY SUBMITTAL 3. GEOTEXTILE, REFER TO SPECS Revisions North D BGRADE _ _ COMPACTS SU - w W FINISHED SURFACE CL Scale AS SHOWN r fit f t f I I f I i I I — Date ' ' III III III III I I I I ELEVATION 10/31/2006 1ST CITY PLAN CHECK 10/31/2006 2ND CITY PLAN CHECK Phase PHASE 1 a = Job Number ANC a, TYWN601 PRECAST CONCRETE BENCH DETAIL Adult, .Aft, ] Drawing Title ff SCALE: 1" = 1'-0" U5 T,,T9.- SITE FURNISHINGS N i r .r<tvx 4P� .� .: DETAILS ro Under ground a, Service Alert Drawing Number s� NOT FOR CONSTRUCTIO nn Call: TOLL FREE r._ 1-800 227-2600L� l 04 I TWO WORKING DAYS BEFORE YOU DIG 0 SWAGroup BASIN WATER METER SPANISH WALK SET UP AND ACTIVATION AUTOMATIC CONTROLLER 99E99 IRRIGATION POINT OF CONNECTION: City of Palm Desert RECREATION 1 CONTRACTOR SHALL COMPLETE HYDROPOINT WeatherTRAK WEATHERTRAK "WTPR02-42-CHA-Ri" 42 STATION AUTOMATIC POINT OF CONNECTION. CONNECT TO NEW 2" WATER METER DETENTION CONTROLLER "PROGRAM SETTINGS WORKSHEET INCLUDED CONTROLLER "D" SHALL BE MOUNTED WITHIN AN 18" WIDE AND BACKIFLOW PREVENTER FOR IRRIGATION. WATER METER Water Calculation Chart WITH THE WeatherTRAK ENABLED CONTROLLER STAINLESS STEEL VANDAL RESISTANT CONTROLLER ENCLOSURE. SHALL BE SERVICED FROM THE COACHELLA VALLEY WATER for BASIN AREA PACKAGING. THIS INFORMATION SHALL REMAIN WITH THE ENCLOSURE ASSEMBLY SHALL INCLUDE THE SPECIFIED DISTRICT'S DOMESTIC WATER SYSTEM. THE CONTRACTOR SHALL Basin Water Meter NEW CONTROLLER. CONTROLLER, OPTIONAL UNIVERSAL REMOTE INTERFACE FOR MAKE ARRANGEMENTS AND PAY ALL COSTS FOR INSTALLATION STUBOUT FOR FUTURE PALM DESERT, CALIFORNIA RADIO REMOTE CONTROLLER ACTIVATION AND "WEATHERTRAK" OF WATER METER AND BACKFILOW PREVENTER. CONTACT THE 2. ACTIVATE THE WEATHERTRAK ET DATA SERVICE BY FLEX PANCAKE ANTENNA. THE 120 VOLT POWER SUPPLY FOR COACHELLA VALLEY WATER DISTRICT AT (760)398-2651FOR PROVIDE 2-1/2" CAPPED LINE, ELEVEN (11) CONTROL Maximum Water Allowance (MWA) CALLING HYDROPOINT DATA SYSTEMS AT 800-362-8774. HOOK-UP AUTOMATIC CONTROLLER SHALL BE THE COSTS AND INSTALLATION PROCEDURES. WIRES, ONE (1) COMMON WIRE AND TWO (2) SPARE CONTRACTOR MUST BE AT CONTROLLER LOCATION TO RESPONSIBILITY OF THE CONTRACTOR. REFER TO SITE ELECTRICAL STATIC WATER PRESSURE 90 PSI WIRES FOR FUTURE CONNECTION. COVER CAPPED LINE lnputZone ACTIVATE CONTROLLER. INSTRUCTION FOR ACTIVATION PLANS FOR ADDITIONAL INFORMATION. ALL ELECTRICAL WORK DESIGN PRESSURE: 70 PSI AND 30" LOOP OF CONTROL WIRES WITH CONTROL VALVE Square Footage Calculations WILL BE PROVIDED BY THE HYDROPOINT DATA SYSTEMS SHALL COMPLY WITH ALL APPLICABLE ELECTRICAL CODES. FINAL PEAK IRRIGATION DEMAND: 52 GPM BOX AND NOT LOCATION ON RECORD DRAWINGS. SERVICE OPERATOR. CONTRACTOR MUST HAVE LOCATION OF AUTOMATIC CONTROLLERS SHALL BE APPROVED BY "PROGRAM SETTINGS WORKSHEET" COMPLETED AND THE OWNER'S AUTHORIZED REPRESENTATIVE. CONTROLLER Tree&Shrub Square foot 16,483 READY WHEN CALLING TO PROVIDE NECESSARY ENCLOSURES SHALL BE ASSEMBLED BY HYDROSCAPE PRODUCTS. Turf Square foot 35,210 CUSTOMER AND CONTROLLER INFORMATION NEEDED FOR REFER TO IRRIGATION SPECIFICATIONS AND AUTOMATIC Total Square foot Cobble/Boulder 1,500 ACTIVATION CONTROLLER ENCLOSURE DETAIL FOR ADDITIONAL INFORMATION. Total Waterfeature Square footage 0 Total Landscape Square foot 63,144 Zone No. Eto Water Adj Total Conversion Factors Total Factor Sq.ft. 0.62 748 MWA - Taylor Woodrow Homes, Inc. 1 57.01 0.5 0 0.62 748 0.00 ...... ....... ................ .................. ................... ....... 7 5 W. Bernard Dr., IXI I: ' ­­.­.. .. ......... .......... ..................... 6&82 0.5 0 0.62 748 0.00 Suite 140 2 3a E 75 0.5 0 0.62 748 . ............... -0, San Diego,CA 92127 ............­ �­ ....... ... ...... ............4:........... ......... . .......... ................................. ...... ...................................................... . ........... ....... ........ .............. ............. ......... ................................... . .........._.......................p.......................................... ........... .......... -X:".... 3b ................................. ............ ....... ............. ............... 188 0.510 1 0.62 1 748 ........................... ......... ..... ................................................. ................. 14.0 ............ ......... 4 1 93.91 0.5163,144 1 0.62 1 748 2,457 .... ...... ........... ............ ............ ... E-2 E ......... PASEO GUSTO -1/2" 1:29.01 . ... .... :x. X Estimated Water Use ........... Laguna Beach ... ... ... 'S Oft g E-9 1 \0 a wo M�:\ -7 S a u s a i t o E .......................... E-1 M. Total Number of plants 1751 ft lit A-I\ 18.2 H o u s t o n 'A ........... ............ .. ............................ FS A\ ft 1-1/2" 42.1 mm,kaa­ %of Total Landsca Square Footage LIMIT OF WORK ........... Number of plants by water use Pe D a I I a s W kw 1513 ow.Ji.Jim Low a a 110000NN a a 1\1 0\10 I\10\01 I ........ 99 .............. 9,717 .............. amwmma 86.408% I.,............. I ........ .% ...... ­...-* .. ........... M M N& W X W X.: %\ �:',\�08 M-N�':, 8::X XWX:A\ft: Xft' \X ........... :,�W\ NX',XW\ Low/Mod 8 0.457% 8 rA Oft 1\�\W1 N\ M NOW Iff I h�.*AA Mod Hi 01- z 0 0.000% 0 Suite 200 High Laguna Beach CA 92651 'M \SM... �g' � v ­� N `RM- 0 0.000% 0 \\\X IM W: \N\X Low Trees 33 1.885% 432 a x 9 4 9 . 4 9 4 . 7 8 6 1 g Iq. x 0:4 Low/Mod Trees 0 0.000% 0 XWx \\X\::x\\ \N %\ Mod Trees 'X X, 1.713% 452 9 4 9 . 4 9 7 . 5 4 7 1 4 wl: 30 j ,11, .. : '. j A Mocl/Hi Tree 0 0.000% 0 96P A % 90 % % N 0 %Vkk High Trees 0% 0 0.00 Total 1751 1 1 00�00% N % A 16,483 rz X X \\\\"\\\V\ \,"\;� :: ,,. X kW W W, .mm -mo A �M\ X01 RM \1 iq� iDSC,4p 40 906 71 SHRUBS IL N E I kk E. & Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: A _ 14 SprayTuMnp 4 0.9 9717 1 Low Shrub E-12 14 N1 \\7: UL % 9'. �­:,..I. __4 Season Zonal Etc Plant Area ... ... Conversion Factors Estimated 14 2 Value Factor sq.ft. Signature 3/4 48 Irri.Elf, 0.62 7 Water Use 09.30.07 Exp. Date. Spring 20.69 0.2 9,717.00 ;F4 0.62 748 0.9 37.03 Summer 57.29 0.2 9,717.00 0.62 748 0.9 102.54 E-6 Date Fall-Winter 15.97 0.2 9,717.00 0.62 748 0.9 28.58 45.5 /2' TOTAL X 168.151 E-13 L OFCALI E73 Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: 6 E Estimated E Conversion Factors Season Zonal Etc Plant Area Value Factor ft 0152 748 irri.Eff, Water Use E Spring 20.69 0.35 8.00 0.62 748 0.9 0.05 E �\X 9:�: ., ... :. .-I . . I� 'YA 57.29 0.35 7 Summer 8.00 0.62 748 0.9 0.15 E-5 Fall-Winter 15.97 0.35 8.00 0.62 748 0.9 0.04 Consultants X ITOTAL 1-1/2" 28.5 I - 0.241 0 11111 ,:­ ,` `� :: " "':, .1k .: �� !� i� E E-4 MN B. `AN Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: d.d.Pagano Ro 17.01 1\0 V E Spray/Bub/Drip Irrigation Consultant 0 4 0.9 2016.000 3 Mod Shrub U6 A E E 14 o Season Zonal Eto Plant Area Conversion Factors Estimated IRRIGATION SPRINKLER LEGEND E :X Value Factor sq,ft. 4705 East Chapman Avenue ... ... 0.62 748 Irri.Eff. Water Use 20.69 0 0.62 748 Spring .5 2,016.00 0.9 19.21 14 Orange, Ca 2 SYMBOL MANUFACTURER MODEL NO. DESCRIPTION NOZZLE RADIUS G.P.M. P.S.I. PATTERN LU 11- E-19 \\\N\ -20 E Summer 57.29 0.5 2,016.00 0.62 748 0.9 53.18 E D TEL: (714)-771-9200 14.83 Fall-Winter 15.97 0.5 2,016.00 0.62 748 0.9 -PL-FC-SAM 6" POP-UP ROTOR PLUS 5000-MPR-35 35* 7.6 45 FULL CIRCLE 1 1 1/2"134.Oj M RAINBIRD 5006 rr X\N Y4 0 FAX: X: 87.22 'o, ITOTAL 5006-PL-PC-SAM 5000-MPR-35 35* 3.8 45 HALF 14 j :A\\� 9 E-17 r X Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: 5006-PL-PC-SAM 5000-MPR-35 35* 1.9 45 QTR. 1-1/2" 13 p 0.000 '\,\N .5 Spray/Bub/Dr 4 0.9 4 Mod/High Mru 5006-PL-FC-SAM 5000-MPR-30 30* 5.6 45 FULL X E-18 E B Estimated 110 11 Season Zonal Eto Plant Area Conversion Factors 3 W\ 5006-PL-PC-SAM 5000-MPR-30 30* 2.8 45 HALF \K X Value Factor sq.ft. 0.62 748 Irri.Eff. Water Use 1-1/2 D W 5 0 Spring 20.69 0.65 0.00 0.62 748 B 14 5006-PL-PC-SAM 5000-MPR-30 30* 1.4 45 QTR. 0.9 U) ��,�p B ------ 14 Summer 57.29 0.65 0.00 0.62 748 0.9 0 5006-PL-FC-SAM 5000-MPR-25 25* 3.9 45 FULL x D 131 '\N 0 \\\\",\\z\x'� Mg E Fall-Winter 15.97 0.65 0.00 0.62 748 ­w "A 0.9 III 1\771�71771 5006-PL-PC-SAM 5000-MPR-25 25* 2.0 45 HALF MW TOTAL �010 0'. IL 4 5006-PL-PC-SAM I I I I 5000-MPR-25 25* 1.0 45 QTR. _j 0 V ..1W Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: B 4 1806-SAM 6- POP-UP w/ROTARY NOZZLE R17-24F 23* 3.7 45 FULL .4 Spray/Bub/D p 4 0.9 0.000 5 High Shrub -SAM 1806 R17-24H 23* 1.9 45 HALF n.-xo ............ Season Zonal Etc Plant Area . ...... Estimated (D < 7 V4 2'� v Value Factor 748 Irri.Eff. 1806-SAM R17 2'� 4. Water Use -24Q 23* 0.9 45 QTR. 0.00 Spring 20.69 0.8 0.62 748 0.9 YA B 1806-SAM R13-18F 18* 2.0 45 FULL .7 0. 0.9 0.. % lo 1\1\1::, -Io" ...... ........... Summer 57.29 0.8 2 748 749 1806-SAM R13-18H 18* 1.0 45 HALF Fall-Winter 15.97 0.8 0.00 0.62 748 0.9 b, 0 v.vv ME ITOTAL M I ..x��I.-x%: xm x 1806-SAM R1 3-18Q 18* 0.5 45 QTR. Ff § M 180 HALF 115.: M, @ 6-SAM-PRS TREE SPRAY (4) 5H 5** 0.8 30 TREES M X ...... 3 ... .......... x ... .............I..:. wwmwsw-w� : ,:-I ... .::::9:., 9:� ....... . .......... ....... N .......... ....................... ...... M a.......... .............. ...... k \0 .4000\ W 4 0�9 432.000 6 Low Tree N . .......... MA �,W Plant/Irrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor: MW* W .............. A'0 w.. ........... -M .... ........ ADJUST RADIUS OF GEAR DRIVEN ROTOR AND STREAM ROTOR SPRINKLERS FOR HEAD-TO-HEAD 'g\ ------ COVERAGE. s moomm, awmmms\ \N .00 wmmmmn gg \S 000=N 00101 140 ......... X 06\, Spray/Bub/Drip -�\\\\\\\\W0\\0\Nv\1 \'s §: .......... wi wommG \\\0 'I", Season Zonal Eto gn ft& Plant Area Conversion Factors Estimated a MM: ... .... 1010 Value Factor sq.ft. K m ig \ F WOR ,y - .9 % I .4 . ........... E-21 Ow62 748 Irri,Eff. Water Use 0. LIMIT 0 M_1\1 ............... :0.9 1.65 7., E- 5 Spring 20.69 0.2 432,00 0.62 748 �V\ffmmw\ wmw iii makAmmme,000" ..................... N. ................ 57.29 0.2 432.00 0.62 748 0.9 4.56 Summer I....... ........... 15.97 0.2 432.00 0.62 748 0.9 1.27 .................... E I V 110.2 1 Fall-Winter .................. .... .. .. ......... ..... E-14 ...... ....... ......... ORAZON .......... TOTAL 7.4 ........... C DEL .... 12.0 PASEO Plant/Irrigation System Type: ..... Zone Area .... ....... .. ... Irr. Eff. Seasonal Plant Factor: IRRIGATION EQUIPMENT LEGEND .......... ...... .. ... ...... ... ..... .......... Spra ....... y/Bub/Drip .9 0.000 Low Mod Tree 4 0 7 NX .............. Season SYMBOL MANUFACTURER MODEL NO. DESCRIPTION Zonal Etc Plant Area Conversion Factors Estimated ............. sq.ft. KEY MAP ......X.1, . ..... Value Factor M2 748 Irri.Eff. Water Use M WEATHERTRAK ET PR02 MATIC SPRINKLER CONTROLLER MOUNTED WITHIN A 20.69 0.35 0.00 0.62 748 0.9 ....... ... ... Spring *STRONG BOX" SERIES STAINLESS STEEL VANDAL RESISTANT ENCLOSURE ASSEMBLY BY Summer 57.29 0.35 0.00 0.62 748 0.9 HYDROSCAPE PRODUCTS SIZE AND TYPE NOTED ON DRAWING. Fall-Winter 15.97 0.35 0.00 0.62 748 0.9 I TOTAL 0.00 E3 RAINBIRD EFB-CP SERIES BRASS MASTER VALVE 1-1 2" NORMALLY CLOSED. PROVIDE 2-1/2" CAPPED LINE, TEN (10) CONTROL WIRES, Plant/Irrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor: Spray/Bub/Drip 4 0.9 452.000 8 Mod Tree E3 WILKINS 50OHLR PRESSURE REGULATING VALVE WITH 10 TO 125 PSI SPRING RANGE SPECIAL ORDER ONE (1) COMMON WIRE AND TWO (2) SPARE WIRES FOR FROM FACTORY SIZE NOTED. E AND 30" Season Zonal Etc Plant Area Conversion Factors Estimated Value Factor sq.ft. 0.62 748 Irri.Eff. Water Use LOOP OF CONTROL WIRES WITH CONTROL VALVE BOX AND E3 DATA INDUSTRIAL 220P SERIES TEE FLOW SENSOR FOR IRRIGATION HIGH FLOW SHUT-OFF 1-1/2". Spring 20.69 0.5 452.0 0.62 748 0.9 4.31 0 0 LL NOT LOCATION ON RECORD DRAWINGS. Summer 57.29 0.5 452.00 0.62 748 0.9 11.92 E3 RAINBIRD RBY-150-C-SS SERIES COMMERCIAL WYE FILTER WITH SC-150-050-SS 50 MESH STAINLESS STEEL ,Fall-Winter 15.97 0.5 452.00 0.62 748 0.9 3.32 SCREEN 11-1/2". TOTAL 19.551 uj:,:::::v: 0 RAINBIRD PEB SERIES ELECTRIC CONTROL VALVE SIZE NOTED*** Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Spray/Bub/Drip 4 0.9 0.000 9 Mod/High Tree FRANK SINATRA (9 RAINBIRD PESB 1" DRIP CONTROL ZONE VALVE ASSEMBLY FOR FLOWS 4.1 GPM TO 15.0 GPM - Season Zonal Eto Plant Area Conversion Factors Estimated Wr TO SCI&E RAIN BIRD 100 PESB ELECTRIC CONTROL VALVE, QKCHK-100 BASKET FILTER WITH Value Factor sq.ft. 0.62 ; 748 Irri.Elf. Water Use 200 MESH SCREEN,PSI-M40X-100 INLINE PRESSURE REGULATOR AND SPEARS 1- IRRIGATION SLEEVE SIZES Spring 20.69 0.65 0.00 0.62 748 0.9 BALL VALVE. ALL ASSEMBLY FITTINGS AND NIPPLES SHALL Summer 57.29 0.65 0.00 0.62 748 0�9 BE 1.. SEE DETAIL FOR ADDITIONAL INFORMATION. PIPE SIZE 3/4- 1 1-1/4' 1-1/2- 2- 2-1/2- 3jp Fall-Winter 15.97 0.65 0.00 0.62 748 0.9 - RAINBIRD DV 3/4- DRIP CONTROL ZONE VALVE ASSEMBLY FOR FLOWS 0.20 GPM TO 4.0 GPM - SLEEVE SIZE 3n 3" 3- 4" 4D 4" 6" ITOTAL I I I 1 0-0-01 Key P I a n RAIN BIRD 075 DV ELECTRIC CONTROL VALVE. OKCHK-075 BASKET FILTER WITH 200 Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: MESH SCREEN, PSI-M30X-075 INLINE PRESSURE REGULATOR AND SPEARS 3/4- Spray/Bub/Drip 4 0.9 0.000 10 High Tree - 10REVISION TI NOTE: IRRIGATION CONTROL WIRE Season Zonal Eto Plant Area Conversion Factors Estimated 9 REVISION 3/4- ASSEMBLY. SEE DETAIL FOR ADDITIONAL INFORMATION. CONDUIT SIZE SHALL BE 4" Value Factor sq.ft. 0.62 748 Irri.Eff. Water Use Spring 20.69 0.8 0.00 0.62 748 0.9 8 REVISION RAINBIRD 33LRC SERIES QUICK COUPLING VALVE - 1 Summer 57.29 0.8 0.00 0.62 748 0.9 7 REVISION NIBCO T-580-70 SERIES FULL PORT BALL VALVE - LINE SIZE. Fall-Winter 15.97 0.8 .0.00 1 0.62 748 0.9 6 REVISION DRIP SYSTEM PIPE SIZES SLEEVES ARE REQUIRED FOR ALL IRRIGATION PIPING INSTALLED UNDER I TOTAL 0.00, PAVING AREAS. REFER TO IRRIGATION SLEEVE SIZING CHART SHOWN 5 REVISION DRIP CONTROL ZONE SEE EMITTER LAYOUT FOR DRIP CONTROL ZONE DETAIL #3 ON SHEET L-2.6 FOR ADDITIONAL PIPE SIZE 3/4- 1- 1-1/4- 1-1/2 ON THIS SHEET FOR IRRIGATION SLEEVE SIZE. (TYPICAL) NOTE: FOR Total Tree And Shrub 282.64 4 REVISION INFORMATION. DRAWING CLARITY ALL IRRIGATION SLEEVES ARE NOT SHOWN, BUT 3 REVISION MAXIMUM I GPH EM9TERS 240 480 720 900 SHALL BE INSTALLED AND INCLUDED AS A PART OF THE Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: 2 REVISION Spray/Bub/Drip 4 0.75 35210 11 Turf CONTRACTOR'S BID. IT IS THE RESPONSIBILITY OF THE CONTRACTOR Season Zonal Eto Plant Area Conversion Factors Estimated I REVISION I "WATER METER AND 2" BACKFILOW PREVENTER ASSEMBLY INSTALLED BY CVWD. NOTE: 900 EMITTERS (15 GPM) IS THE TO FAMILIARIZE ITSELF WITH ALL GRADE DIFFERENCES, LOCA11ON OF Value Factor sq.ft. 0.62 748 Irri.Elf. Water Use MAXIMUM FLOW THROUGH DRIP VALVE. WALLS, RETAINING WALLS, FOOTINGS, ETC AND COORDINATE ITS WORK -- BURIED IRRIGATION PRESSURE MAIN LINE PIPING - USE PVC CLASS 315 WITH SOLVENT WELDED JOINTS FOR SIZES 2" WITH OTHER TRADES FOR THE LOCATION AND THE INSTALLATION OF Spring 20.69 0.76 35,210.00 0.62 748 0.75 611.88 ULE 40 WITH SOLVENT WELDED JOINTS FOR SIZES 1-1/2- AND SMALLER - SIZE NOTED PIPE SLEEVES THROUGH WALLS, UNDER FOOTINGS, UNDER ROADWAYS, Summer 57.29 0.6 35,210.00 0.62 748 0.75 1337.60 Revisions Fall-Winter 15.97 0.76 35,210.00 0.62 748 0.75 472.30 BURIED IRRIGATION PRESSURE MAIN LINE PIPING - USE K TYPE COPPER LINE FROM METER TO BACKFLOW PREVENTER UNDER PAVING, STRUCTURES, ETC. - North ASSEMBLY TO MASTER VALVE - 1-1/2". 2421.771 RE LATERAL LINE PIPING - USE PVC SCHEDULE 40 PIPE FOR LATERAL LINE PIPING INSTALLED Total Turf 2421.77 WITHIN PLANTING AREAS AND UNDER PAVED AREAS - SIZE NOTED. EQUIPMENT LOCATION NOTE URE LATERAL LINE PIPING TO DRIP CONTROL ZONE- USE PVC SCHEDULE 40 PIPE FOR LATERAL LINE 1- INSTALL ALL IRRIGATION EQUIPMENT, PRESSURE MAIN LINE PIPING, CONTROL VALVES, ETC. WITHIN Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: PIPING INSTALLED WITHIN PLANTING AREAS AND UNDER PAVED AREAS - 3/4". PLANTING AREA - ANY IRRIGATION EQUIPMENT SHOWN OUTSIDE OF PLANTING AREA IS FOR Waterfeature 4 1 0 12 Moving DRAWING CLAR11Y (TYPICAL). Underground Service Alert Season Zonal Eto Plant Area Conversion Factors Estimated NEW CONTROL WIRE SLEEVE INSTALLED UNDER PAVED AREA - USE PVC SCHEDULE 40 SLEEVE UNDER PAVING - SIZE - Value Factor sq.ft� 0.62 748 )Yrj.Ell. Water Use Scale 1"=20'-O" NOTED - UNLESS OTHERWISE NOTED AS EXISTING, IRRIGATION CONTRACTOR SHALL INSTALL ALL SLEEVES. COORDINATE Spring 20.69 1.2 0.00 0.62 748 1 ALL WORK WITH GENERAL CONTRACTOR. SEE TRENCHING UNDER EXISTING PARKING LOT PAVING NOTE ON THIS SHEET FOR 2, AUTOMATIC CONTROLLER AND BACKFLOW PREVENTER ASSEMBLY LOCATIONS SHOWN ON THIS U 1 -800-227-2600 Summer 57.29 1.2 0.00 0.62 748 1 Date ADDITIONAL INSTALLATION INSTRUCTIONS. DRAWING ARE APPROXIMATE. STAKE OUT LOCATIONS OF THIS EQUIPMENT FOR REVIEW AND TWO WORKING DAYS BEFORE YOU DIG I Fall-Winter 15.97 1.2 0.00 0.62 748 1 11/01/2006 1 ST CITY PLAN CHECK NEW PIPE SLEEVE FOR IRRIGATION PIPING INSTALLED UNDER PAVING - PVC SCHEDULE 40 - SIZE NOTED. UNLESS APPROVAL BY OWNER PRIOR TO INSTALLATION OF THIS EQUIPMENT. FINAL LOCATION AND EXACT I TOTAL 0.001 OTHERWISE NOTED AS EXISTING, IRRIGATION CONTRACTOR SHALL INSTALL ALL SLEEVES COORDINATE ALL WORK WITH POSITIONING OF OF THIS EQUIPMENT SHALL BE DETERMINED BY THE OWNER. MINOR GENERAL CONTRACTOR. SEE TRENCHING UNDER EXISTING PARKING LOT PAVING NOTE ON THIS SHEET FOR ADDITIONAL MODIFICATIONS OF EQUIPMENT LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY t Phase INSTALLATION INSTRUCTIONS. Ffto These plans have been reviewed by the Coachella Valley Water District in accordance ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S 16 PHASE I APPROVAL PRIOR TO INSTALLATION SHALL CAUSE CONTRACTOR TO MAKE OWNER DIRECTED T _N #f INDICATES PRESSURE REDUCING VALVE SIZE with Water Code Title 7,Division 1,Chapter 3,Article 10.8, Section 65597 et seq. Total Estimated Water Use IF- Job Number INDICATES PRESSURE SETTING REQUIRED AT PRESSURE REDUCING VALVE (PSI). REVISIONS AT NO ADDITIONAL COST TO OWNER. requiring efficient landscape and irrigation design in cooperation with the local %J764.42 TYWN601 INDICATES AUTOMATIC CONTROLLER STATION NUMBER governing agency (City or County). "Approval of this drawing by CVWD staff does not V, 0 3. ELECTRIC CONTROL VALVE AND BALL VALVE LOCATIONS SHOWN ON THIS DRAWING ARE constitute approval to encroach into district and USBR Rights-of-Way.Trees,plants, INDICATES FLOW IN G.P.M. FOR ELECTRIC CONTROL VALVES ig INDICATES ELECTRIC CONTROL VALVE SIZE Drawing Title walls, and permanent structure of any kind may not be planted or installed in CVWD APPROXIMATE. THE CONTRACTOR SHALL STAKE OUT EACH ELECTRIC CONTROL VALVE AND GATE =`4 VALVE LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION OF ALL VALVES. t_� N and USBR easements or right-of-way without first obtaining an encroachment permit 0 F R A I two W 10. INDICATES MASTER VALVE - AUTOMATIC CONTROLLER STATION NUMBER SEE DETAILS FOR ADDITIONAL VALVE INSTALLATION INFORMATION. FINAL LOCATION AND EXACT from CVWD. IRRIGATION PLAN INDICATES PRESSURE SETTING FOR MASTER VALVES WITH PRESSURE REGULATION IF APPLICABLE POSITIONING OF ELECTRIC CONTROL VALVES AND GATE VALVES SHALL BE DETERMINED BY THE INDICATES *MV* FOR MASTER VALVE WITH NO PRESSURE REGULATION OR "mV­PRV" FOR MASTER VALVE WITH PRESSURE REGULATION OWNER. MINOR MODIFICATIONS OF ELECTRIC CONTROL VALVE AND BALL VALVE LOCATIONS AS DATE WATER MANAGEMENT SUPERVISOR INDICATES MASTER VALVE SIZE ER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO INDICATES AUTOMATIC CONTROLLER DESIGNATION THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO INSTALLATION SHALL CAUSE FOR IRRIGATION LEGENDS, NOTES AND DETAILS, INDICATES DEVICE TYPE, FLOW SENSOR (FS) CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO OWNER. CVWD PLAN DEVELOPMENT SERVICE SUPERVISOR SEE SHEETS L-2.2, L-2.3 AND L-2.4. i Drawing Number NOTE: NTED WITHIN C.V.W.D. EASEMENTS OR RIGHT-OF WAYS I NOT FOR CONSTRUCTloq L=2m 1 0 SWAGroup r 7 .10. SPANISH WALK GENERAL IRRIGATION NOTES: IRRIGATION EQUIPMENT LEGEND IRRIGATION SPRINKLER LEGEND RECREATION 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE ITSELF WITH ALL GRADE SYMBOL MANUFACTURER MODEL NO. DESCRIPTION SYMBOL MANUFACTURER MODEL NO. I DESCRIPTION NOZZLE RADIUS G.P.M. P.S.I. PATTERN DETENTION DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, ETC AND COORDINATE ITS WORK WEATHERTRAK ET PR02 SERIES WEATHER BASED AUTOMATIC SPRINKLER CONTROLLER MOUNTED WITHIN A Q RAINBIRD 5006-PL-FC-SAM 6" POP-UP ROTOR PLUS 5000-MPR-35 35* 7.6 45 FULL CIRCLE BASIN AREA WITH OTHERS FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH "STRONG BOX" SERIES STAINLESS STEEL VANDAL RESISTANT ENCLOSURE ASSEMBLY BY 5006-PL-PC-SAM 5000-MPR-35 35* 3.8 45 HALF WALLS, UNDER ROADWAYS, PAVING, STRUCTURES, ETC. HYDROSCAPE PRODUCTS - SIZE AND TYPE NOTED ON DRAWING. @ PALM DESERT, CALIFORNIA 2. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS @ 901, 5006-PL-PC-SAM 5000-MPR-35 35* 1.9 45 QTR. IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS E3 RAINBIRD EFB-CP SERIES BRASS MASTER VALVE - 1 -1/2" - NORMALLY CLOSED. Q 5006-PL-FC-SAM 5000-MPR-30 30* 5.6 45 FULL WHERE POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING @ 5006-PL-PC-SAM 5000-MPR-30 30* 2.8 45 HALF AND ARCHITECTURAL FEATURES. WILKINS 50OHLR PRESSURE REGULATING VALVE WITH 10 TO 125 PSI SPRING RANGE - SPECIAL ORDER 901, 5006-PL-PC-SAM 5000-MPR-30 30* 1.4 45 QTR. 3. THE SPRINKLER SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND FROM FACTORY - SIZE NOTED. @ 5006-PL-FC-SAM 5000-MPR-25 25* 3.9 45 FULL THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF E] DATA INDUSTRIAL 220P SERIES TEE FLOW SENSOR FOR IRRIGATION HIGH FLOW SHUT-OFF - 1-1/2". Q 5006-PL-PC-SAM 5000-MPR-25 25* 2.0 45 HALF CONNECTION. THE CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO @ CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED El RAINBIRD RBY-150-C-SS SERIES COMMERCIAL WYE FILTER WITH SC-150-050-SS 50 MESH STAINLESS STEEL 900 5006-PL-PC-SAM I I I I 5000-MPR-25 25* 1.0 45 QTR. ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF SCREEN - 1-1/2". 1806-SAM 6" POP-UP w/ROTARY NOZZLE R17-24F 23* 3.7 45 FULL CONNECTION TO THE OWNER' SAUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE 1806-SAM R17-24H 23* 1.9 .45 HALF DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION. RAINBIRD PEB SERIES ELECTRIC CONTROL VALVE - SIZE NOTED*** 4. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN RAINBIRD PESB 1" DRIP CONTROL ZONE VALVE ASSEMBLY FOR FLOWS 4.1 GPM TO 15.0 GPM 90, 1806-SAM R17-24Q 23* 0.9 45 QTR. Taylor Woodrow Homes, Inc. IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES RAIN BIRD 100 PESB ELECTRIC CONTROL VALVE, QKCHK-100 BASKET FILTER WITH 1806-SAM R13-18F 18* 2.0 45 FULL 16745 W. Bernard Dr., IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE 200 MESH SCREEN,PSI-M40X-100 INLINE PRESSURE REGULATOR AND SPEARS 1" 1806-SAM R13-18H 18* 1.0 45 HALF Suite 140 ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE SCHEDULE 80 THREADED BALL VALVE. ALL ASSEMBLY FITTINGS AND NIPPLES SHALL San Diego, CA 92127 90, 1806-SAM R13-18Q 18* 0.5 45 QTR. ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS BE 1". SEE DETAIL FOR ADDITIONAL INFORMATION. NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL I 1806-SAM-PRS TREE SPRAY (4) 5H 5** 0.8 30 HALF RESPONSIBILITY FOR ANY REVISIONS NECESSARY. RAINBIRD DV 3/4- DRIP CONTROL ZONE VALVE ASSEMBLY FOR FLOWS 0.20 GPM TO 4.0 GPM - Laguna Beach 5. IN ADDITION TO THE CONTROL WIRE SLEEVES SHOWN ON THE DRAWINGS, THE RAIN BIRD 075 DV ELECTRIC CONTROL VALVE, QKCHK-075 BASKET FILTER WITH 200 ADJUST RADIUS OF GEAR DRIVEN ROTOR AND STREAM ROTOR SPRINKLERS FOR HEAD-TO-HEAD COVERAGE. S a u s a I i t o CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL WIRE MESH SCREEN, PSI-M30X-075 INLINE PRESSURE REGULATOR AND SPEARS 3/4" H t SLEEVES OF SUFFICIENT SIZE UNDER ALL PAVED AREAS. SCHEDULE 80 THREADED BALL VALVE. ADAPT SPEARS 1" MANIFOLD FITTINGS TO 3/4- ASSEMBLY. SEE DETAIL FOR ADDITIONAL INFORMATION. D a I I a s 6. INSTALL ALL PIPE MATERIALS AND EQUIPMENT AS SHOWN IN DETAILS. USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC TO PVC MALE PIPE THREADS ON ALL RAINBIRD 33LRC SERIES QUICK COUPLING VALVE 1" 580 Broadway SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. Suite 200 7. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN SHRUB OR GROUND COVER AREAS NIBCO T-580-70 SERIES FULL PORT BALL VALVE LINE SIZE. Laguna Beach CA 92651 SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS 1 ABOVE FINISH SPRAY HEAD NOZZLE INFORMATION Fax 949 . 494 . 7861 SEE EMITTER LAYOUT FOR DRIP CONTROL ZONE DETAIL #3 ON SHEET L-2.6 FOR ADDITIONAL GRADE. DRIP CONTROL ZONE INFORMATION. WHEN INSTALLING SPRINKLER HEADS USING 570Z SERIES NOZZLES THAT 949 . 497 . 5471 HALF (180-) OR 8. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN SHRUB AREAS ADJACENT TO L �\x",\ REQUIRE ARC PATTERNS OTHER THAN FULL (360 SIDEWALKS SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEADS ARE QUARTER (90'), THE CONTRACTOR SHALL USE THE MOST APPROPRIATE 14DSCAp FLUSH WITH THEADJACENT SIDEWALK OR CURB. FIXED ARC PATTERN AVAILABLE (1120"), (240') OR (270'). TORO 41 1 "WATER METER AND 2" BACKFLOW PREVENTER ASSEMBLY INSTALLED BY CVWD. VARIABLE ARC NOZZLES MAY ONLY BE USED IF THE DESIRED ARC IS .Sim 9. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA LESS THAN 90% THE RADIUS OF VAN NOZZLES SHALL BE SELECTED TO A TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. BURIED IRRIGATION PRESSURE MAIN LINE PIPING - USE PVC CLASS 315 WITH SOLVENT WELDED JOINTS FOR SIZES 2" MATCH SITE CONDITIONS. EXAMPLE: USE 8-VAN WHEN 8FT RADIUS IS 00 10. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM AND LARGER AND PVC SCHEDULE 40 WITH SOLVENT WELDED JOINTS FOR SIZES 1-1/2" AND SMALLER - SIZE NOTED REQUIRED OR A 12-VAN WHEN A 12FT RADIUS IS REQUIRED. Of re __4 PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS AND/OR BUILDINGS BURIED IRRIGATION PRESSURE MAIN LINE PIPING - USE K TYPE COPPER LINE FROM METER TO BACKFLOW PREVENTER * Up. =30.07 AS MUCH AS POSSIBLE. THIS SHALL INCLUDE USE OF RAIN BIRD "PCS" PRESSURE ASSEMBLY TO MASTER VALVE - 1-1/2". COMPENSATING SCREEN, SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE OF CALIV CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE BURIED NON-PRESSURE LATERAL LINE PIPING - USE PVC SCHEDULE 40 PIPE FOR LATERAL LINE PIPING INSTALLED OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. WITHIN PLANTING AREAS AND UNDER PAVED AREAS - SIZE NOTED. OBSTRUCTIONS BURIED NON-PRESSURE LATERAL LINE PIPING TO DRIP CONTROL ZONE- USE PVC SCHEDULE 40 PIPE FOR LATERAL LINE PIPING INSTALLED WITHIN PLANTING AREAS AND UNDER PAVED AREAS - 3/4". WHEN VERTICAL OBSTRUCTIONS (PROPS, STREET LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS NEW CONTROL WIRE SLEEVE INSTALLED UNDER PAVED AREA - USE PVC SCHEDULE 40 SLEEVE UNDER PAVING - SIZE TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL Consultants NOTED - UNLESS OTHERWISE NOTED AS EXISTING, IRRIGATION CONTRACTOR SHALL INSTALL ALL SLEEVES. COORDINATE FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE EQUIPMENT LOCATION NOTE ALL WORK WITH GENERAL CONTRACTOR. SEE TRENCHING UNDER EXISTING PARKING LOT PAVING NOTE ON THIS SHEET FOR OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION ADDITIONAL INSTALLATION INSTRUCTIONS. SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE d.d.Pagano 1- INSTALL ALL IRRIGATION EQUIPMENT, PRESSURE MAIN LINE PIPING, CONTROL VALVES, ETC. WITHIN MADE AT NO ADDITIONAL COST TO THE OWNER. (TYPICAL) Irrigation Consultant PLANTING AREA - ANY IRRIGATION EQUIPMENT SHOWN OUTSIDE OF PLANTING AREA IS FOR NEW PIPE SLEEVE FOR IRRIGATION PIPING INSTALLED UNDER PAVING - PVC SCHEDULE 40 - SIZE NOTED. UNLESS DRAWING CLARITY (TYPICAL). OTHERWISE NOTED AS EXISTING, IRRIGATION CONTRACTOR SHALL INSTALL ALL SLEEVES COORDINATE ALL WORK WITH 4705 East Chapman Avenue GENERAL CONTRACTOR. SEE TRENCHING UNDER EXISTING PARKING LOT PAVING NOTE ON THIS SHEET FOR ADDITIONAL Orange, Ca 2. AUTOMATIC CONTROLLER AND BACKIFLOW PREVENTER ASSEMBLY LOCATIONS SHOWN ON THIS INSTALLATION INSTRUCTIONS. TEL: (714)-771-9200 DRAWING ARE APPROXIMATE. STAKE OUT LOCATIONS OF THIS EQUIPMENT FOR REVIEW AND FAX: APPROVAL BY OWNER PRIOR TO INSTALLATION OF THIS EQUIPMENT. FINAL LOCATION AND EXACT INDICATES PRESSURE REDUCING VALVE SIZE POSITIONING OF OF THIS EQUIPMENT SHALL BE DETERMINED BY THE OWNER. MINOR INDICATES PRESSURE SETTING REQUIRED AT PRESSURE REDUCING VALVE (PSI). MODIFICATIONS OF EQUIPMENT LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S INDICATES AUTOMATIC CONTROLLER STATION NUMBER APPROVAL PRIOR TO INSTALLATION SHALL CAUSE CONTRACTOR TO MAKE OWNER DIRECTED INDICATES FLOW IN G.P.M. FOR ELECTRIC CONTROL VALVES PCS SELECTION CHART REVISIONS AT NO ADDITIONAL COST TO OWNER. INDICATES ELECTRIC CONTROL VALVE SIZE DESCRIPTION MODEL PCS-010 PCS-020 PCS-030 PCS-040 PCS-060 PCS-090 PCS-125 PCS-175 PCS-260 PCS-370 3. ELECTRIC CONTROL VALVE AND BALL VALVE LOCATIONS SHOWN ON THIS DRAWING ARE INDICATES MASTER VALVE - AUTOMATIC CONTROLLER STATION NUMBER GPM 0.1 0.2 0.3 0.4 0.6 0.9 1.25 1.75 2.6 3.7 APPROXIMATE. THE CONTRACTOR SHALL STAKE OUT EACH ELECTRIC CONTROL VALVE AND GATE INDICATES PRESSURE SETTING FOR MASTER VALVES WITH PRESSURE REGULATION IF APPLICABLE COLOR Purple Brown Silver Orange Black White Green Yellow Blue red VALVE LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION OF ALL VALVES. INDICATES "MV" FOR MASTER VALVE WITH NO PRESSURE REGULATION OR "MV-PRV" FOR MASTER VALVE WITH PRESSURE REGULATION VAN NOZZLES 90.) - it 3' 4! - - - - - SEE DETAILS FOR ADDITIONAL VALVE INSTALLATION INFORMATION. FINAL LOCATION AND EXACT 180. - it 2# 39 40 - - - - POSITIONING OF ELECTRIC CONTROL VALVES AND GATE VALVES SHALL BE DETERMINED BY THE INDICATES MASTER VALVE SIZE 4270. - 10 29 40 - - - - OWNER. MINOR MODIFICATIONS OF ELECTRIC CONTROL VALVE AND BALL VALVE LOCATIONS AS INDICATES AUTOMATIC CONTROLLER DESIGNATION 4133DO* 19 129 4P - - - - REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO INDICATES DEVICE TYPE, FLOW SENSOR (FS) LOW ANGLE 5F 5 - THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO INSTALLATION SHALL CAUSE SPRAY 5 5H 4 5 - CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO OWNER. TRAJECTORY 5 - - - - LOW ANGLE 8F - - 2' 31 8# SPRAY 100 8H 5' 7t 89 - TRAJECTORY 8Q 4t 8' LOW ANGLE 1OF - - is 40 89 10' SPRAY 150 10H - 30 6* 89 10' - - TRAJECTORY 10Q 20 6# 81 10' - - - - STD. ANGLE 12F - - - 21 5P 70 89 12' SPRAY 300 12TQ 2P 30 60 8' 10, 12' TRAJECTORY 12H 4P 6' 10' 12' - - 12Q - 31 80 lit 12' - - - - STD. ANGLE 15F - - - - 42 61 10' 15' SPRAY 300 15TQ - - 6' 80 14' - TRAJECTORY 15H - 3F 4* 7k 11' 15' - 15Q - 3t 50 91 12' 15' - STREAM BUBBLER 5F-B - - - 2* 3* 51 WeatherTRAK SCHEDULE FOR CONTROLLER 99C 5H-B - it 21 5F - - ... ...... .. 5Q-B 2' .......... 41 5' ..................... ........... . . ..... ............ ............... CHEDULE PARAMETERS:.""""-"'.'.-".�: . .. ..... .............. ......... ... ......... STRIP NOZZLES 5CST­B - S 59 STATION NUMBER E-1 E-2 E-3 E4 E-5 E-6 E-7 E-8 E-9 E-10 E-11 15CST - 06' 4X1 2' 4X15' 017' 4X1 8' 15SST - 4X5' 4X1O' 4X15' 016' SET SCHEDULE MODE FULLY AUTOMATED FULLY AUTOMATED FULLY AUTOMATED FULLY AUTOMATED FULLY AUTOMATED FULLY AUTOMATED FULLYALITOMATED FULLY AUTOMATED FULLY AUTOMATED FULLY AUTOMATED FULLY AUTOMATED 15EST I - I - I 4XI 2' 1 015' 1 - I - I - SET PROGRAM C C C B C C C A B A B WHEN RADIUS OF SPRINKLER HEADS, REQUIRED FOR PROPER COVERAGE, IS LESS THAN RADIUS SHOWN ON LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD NTH A RAIN BIRD "PCS" PRESSURE COMPENSATING SCREEN FOR LOW FLOW USE WATER WINDOW YES YES YES YES YES YES YES YES YES YES YES AND RADIUS CONTROL. SELECT SCREEN ON CHART ABOVE FOR PROPER RADIUS. SET SPRINKLER TYPE PART CIRCLE ROTORS MIXED ROTORS MIXED ROTORS SPRAY HEAD FULL CIRCLE ROTORS FULL CIRCLE ROTORS PART CIRCLE ROTORS DRIP EMMITER SPRAY HEAD DRIP EMMITER SPRAY HEAD SET PRECIPITATION RATE 0.6 0.6 0.6 2.14 0.6 0.6 0.6 0.51 2.14 0.51 2.14 Key P I a n SET EFFICIENCY 70% 70% 70% 75% 70% 70% 70% 85% 75% 85% 75% SET SOIL TYPE SANDY SANDY SANDY SANDY SANDY SANDY SANDY SANDY SANDY SANDY SANDY 10REVISION 9 REVISION SET PLANT TYPE COMBINEDGRASSES COMBINEDGRASSES COMBINEDGRASSES TREES COMBINEDGRASSES COMBINEDGRASSES COMBINEDGRASSES SHRUB-LOW TREES SHRUB-LOW TREES IRRIGATION SLEEVE SIZES 8 REVISION SET ROOT DEPTH 41NCHES 4 INCHES 4 INCHES 24 INCHES 4 INCHES 4 INCHES 41NCHES 12 INCHES 24 INCHES 12 INCHES 24 INCHES 7 REVISION PIPE SIZE 3/4- 1- 1-1/4- 1-1/2- 2- 2-1/2- Y 6 REVISION SET MICROCLIMATE SUNNY ALL DAY SUNNY ALL DAY SUNNY ALL DAY SUNNY ALL DAY SUNNY ALL DAY SUNNY ALL DAY SUNNY ALL DAY SUNNY ALL DAY SUNNY ALL DAY SUNNY ALL DAY SUNNY ALL DAY SLEEVE SIZE 3" 3* 30 4D 4" 4* 6" 5 REVISION SET SLOPE FACTOR STEEP-<20% STEEP-<20% STEEP-<20% NONEISLIGHT NONE/SLIGHT NONE/SLIGHT NONEISLIGHT NONE/SLIGHT NONE/SLIGHT NONEISLIGHT NONE/SLIGHT 4 REVISION 3 REVISION SET SPRINKLER LOCATION TOP OF SLOPE MIDDLE OF SLOPE BOTTOM OF SLOPE NOTE: IRRIGATION CONTROL WIRE CONDUIT SIZE SHALL BE 4" 2 REVISION I REVISION USABLE RAINFALL SLEEVES ARE REQUIRED FOR ALL IRRIGATION PIPING INSTALLED UNDER ............... ....... ..... .......... .: ............ PAVING AREAS. REFER TO IRRIGATION SLEEVE SIZING CHART SHOWN ...... .... ......... . 1XI: X CHEDULE PARAMETERS:: .............................. .. .. ..... .......... ........ ... STATION NUMBER E-12 E-13 E-14 E-15 E-16 E-17 E-18 E-19 E-20 E-21 SHALL BE INSTALLED AND INCLUDED AS A PART OF THE North SET SCHEDULE MODE FULLY AUTOMATED FULLY AUTOMATED FULLY AUTOMATED FULLY AUTOMATED FULLY AUTOMATED FULLY AUTOMATED FULLY AUTOMATED FULLY AUTOMATED FULLY AUTOMATED FULLY AUTOMATED CONTRACTOR'S BID. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE ITSELF NTH ALL GRADE DIFFERENCES, LOCATION OF SET PROGRAM A B B A B C C C B B WALLS, RETAINING WALLS, FOOTINGS, ETC AND COORDINATE ITS WORK WITH OTHER TRADES FOR THE LOCATION AND THE QhLOF USE WATER WINDOW YES YES YES YES YES YES YES YES YES YES PIPE SLEEVES THROUGH WALLS, UNDER FOOTINGS, A UNDER PAVING� STRUCTURES, ETC. Scale SET SPRINKLER TYPE DRIP EMMITER SPRAY HEAD SPRAY HEAD DRIP EMMITER SPRAY HEAD PART CIRCLE ROTORS PART CIRCLE ROTORS FULL CIRCLE ROTORS SPRAY HEAD SPRAY HEAD T YF0f? 0.51 2.14 2.14 1 0.51 2.14 0.6 0.6 0.6 2.14 2.14 Date SET PRECIPITATION RATE a;PT-w T" 11/01/2006 IST CITY PLAN CHECK SET EFFICIENCY 85% 75% 75% 85% 75% 70% 70% 70% 75% 75% CC)t4STRUke lu SET SOIL TYPE SANDY SANDY SANDY SANDY SANDY SANDY SANDY SANDY SANDY SANDY WeatherTRAK Phase PHASE I SET PLANT TYPE SHRUB-LOW TREES TREES SHRUB-LOW TREES COMBINED GRASSES COMBINED GRASSES COMBINED GRASSES TREES TREES CONTROLLER PROGRAM Job Number These plans have been reviewed by the Coachella Valley Water District in accordance TYWN601 . ........... T .................. ........ ... .. ........... ........ SET ROOT DEPTH 12 INCHES 24 INCHES 24 INCHES 12 INCHES 24 INCHES 4 INCHES 41NCHES 4 INCHES 24 INCHES 24 INCHES PROGRAM PARAMETERS with Water Code Title 7,Division 1,Chapter 3,Article 10.8, Section 65597 et seq. requiring efficient landscape and irrigation design in cooperation with the local SET MICROCLIMATE SUNNY ALL DAY SUNNY ALL DAY SUNNY ALL DAY SUNNY ALL DAY SUNNY ALL DAY SUNNY ALL DAY SUNNY ALL DAY SUNNY ALL DAY SUNNY ALL DAY SUNNY ALL DAY CONTROLLER RE" T R governing agency (City or County). "Approval of this drawing by CVWD staff does not Drawing Title constitute approval to encroach into district and USBR Rights-of-Way.Trees,plants, SET SLOPE FACTOR NONE/SLIGHT NONEISLIGHT NONE/SLIGHT NONEISLIGHT NONEISLIGHT STEEP-<20% NONE/SLIGHT NONE/SLIGHT NONEISLIGHT NONE/SLIGHT SET PROGRAM A,B,C walls,and permanent structure of any kind may not be planted or installed in CVWD IRRIGATION LEGENDS and USBR easements or right-of-way without first obtaining an encroachment permit SET SPRINKLER LOCATION BOTTOM OF SLOPE SET WATER DAYS AUTOMATED BY WeatherTRAK from CVWD. AND NOTES USABLE RAINFALL BEST NON WATER DAY NONE DATE WATER MANAGEMENT SUPERVISOR Drawing Number CVWD PLAN# DEVELOPMENT SERVICE SUPERVISOR OT FOR CONSTRUC NOTE: NO TREES SHALL BE PLANTED WITHIN C.V.W.D. EASEMENTS OR RIGHT-OF WAYS L=2m2 SWA Group D V E A SC N R N 'P 0 T Z I Z 0 L LOW ANGLE SPRAY 5 �RAJECTOR LOW ANGLE SPRAY 1 0. TRAJECTOR 1 SPANISH WALK 30 NOTE: RECREATION MINIMUM CONCRETE BASE REQUIREMENTS. CONTRACTOR DETENTION SHALL VERIFY NUMBER AND SIZE OF CONDUITS AND ` - GROUND RODS REQUIRED FOR EACH ENCLOSURE BASIN AREA INSTALLATION. USE ENCLOSURE MANUFACTURER'S TEMPLATE FRO PROPER LAG BOLT PLACEMENT. PROVIDE A MINIMUM OF 2" OF CONCRETE FROM LAG BOLT TO PALM DESERT, CALIFORNIA " LEGEND 6 / \ OPENING IN CONTRETE BASE FOR CONDUITS AND 12 LEGEND � GROUND RODS. N LEGEND DIRECTION OF FLOW » STEP 1 STRIP BOTH WIRES. TWIST STRAND \ 1. FLOW SENSOR SEE SPECS. LEGEND AROUND RIGID STRAND OVER HALF THE TAIN T AUTOMA C C OLLE V S LESS S EEL 0 1. 10 DIAMETER CIRCULAR VALVE BOX . , . e LENGTH OF STRIPPED WIRES. w ENCLOSURE ASSEMBLY. 4 2 2• RECTANGULAR VALVE BOX 2. EDGE OF LAWN, WALK, FENCE, CURB, ETC. R WN AN BOLT W B 0 /T lo DOWN COVER. HEAT BRAND 2. LOW PROFILE ANTENNA. 12* 3. 12" x 18" RECTANGULAR VALVE BOX. VALVE "FS" ON LID IN 2" 3. WeatherTRAK ET PR02 SERIES CONTROLLER. FOLD THE OTHER HALF OF THE RIGID 3 I 1 HIGH CHARACTERS. 10 9 7 8 SEE DRAWINGS AND SPECIFICATIONS FOR 4. 20" x 30" RECTANGULAR VALVE BOX. STEP 2 STRAND OVER TWISTED STRAND AS SHOWN. 2 1 11 ADDITIONAL INFORMATION. 3 _ 3. CONDUIT BACK TO DECODER 4. CONTROLLER TRANSFORMER. NOTES _ AT CONTROLLER. 0 0 3 Taylor Woodrow Homes, Inc. 12 4. MASTER VALVE SEE PLAN -- 5, GFI ON/OFF POWER SWITCH RECEPTACLE. 16745 W. Bernard Dr., A. CENTER VALVE BOX OVER VALVE TO FACILITATE ,..,_,. � ;:, ,_;\�.; / FOR SIZE. Suite 140 SERVICING OF VALVE. STEP 3 INSERT THE TWISTED SPLICE INTO THE "1' ��, . ; `, 6. FLOW SENSOR CABLE AND MASTR VALVE WIRES �,\\`�� �, l\\`� ,; San Diego,CA 92127 3 ELECTRICAL SPRING CONNECTION AND ` ��`` ` \` `= 5. TO IRRIGATON POINT OF �a 14 PER SPECIFICATIONS. TWIST OVER WIRE STRANDS IN A 5X PIPE DIA. 1OX PIPE DIA. / CONNECTION. B. SET VALVE BOXES 2" MAXIMUM ABOVE GRADE IN CLOCKWISE DIRECTION. \ 4 7. 3" PVC SWEEP ELL AND CONDUIT FOR MULCH COVER OR GROUNDCOVER/SHRUB AREAS LOCKI 12 -SET 1 ABOVE FINISH GRADE IN TURF AREAS. NO PIPE RESTRICTIONS, FITTINGS, 6. FINISH GRADE. CONTROL WIRES. FINGERS COUPLINGS OR OTHER SPLICES 6 Laguna Beach 5 8. 1" PVC SWEEP ELL AND CONDUIT FOR 120 Sausalito RUNS F POWER SUPPLY. INSERT THE CONNECTOR INTO THE TO OCCUR IN THE PPE U S 0 � VAC FROM METERED OWE SU PL C. SET VALVE BOX AND VALVE ASSEMBLY IN STEP 4 GEL-FILLED DIRECT BURY SPLICE KIT. LENGTHS GIVEN H o u s t o n 3 GROUND- COVER/SHRUB AREA WHERE PUSH PAST THE LOCKING FINGERS TO 5 9. 2" PVC SWEEP ELL AND CONDUIT FOR FLOW POSSIBLE - INSTALL IN TURF ONLY IF SECURE CONNECTOR INSIDE TUBE. 1 SENSOR CABLE AND MASTER VALVE WIRES. D a I I a s 12 THERE IS NO ADJACENT GROUND- COVER. PPE RUN RUPTED 11 15 TUBE COVER 6" 10. 5/8" DIAMETER X 8' GROUND ROD WITH #6 580 Broadway 1 D. SET VALVE BOXES PARALLEL TO ONE ANOTHER GROUND WIRE AND CLAMP. WIRE SHALL BE AS 200 AND PERPENDICULAR TO EDGE. STRAIGHT AS POSSIBLE. Laguna e Beach CA 9 2 6 5 1 11 POURED CONCRETE B Fax 9 4 9 . 4 9 4 . 7 8 6 1 POSITION ALL THE WIRES THROUGH THE BASE, SLOPE TO DRAIN. E. AVOID HEAVY COMPACTION OF SOIL AROUND STEP 5 •• DEDICATED INSULATOR CHANNELS AND 5x DIA. OF 10x DIA. OF PLAN VIEW 2 VALVE BOXES TO PREVENT THEIR SNAP INSULATOR TUBE COVER CLOSED. PIPE. SAME PIPE. SAME 12. FINISH GRADE. 2" BELOW TOP OF CONCRETE 9 4 9 . 4 9 7 . 5 4 7 1 DEFORMATION/COLLAPSE. SIZE AS SIZE AS BASE. SENSOR. � SENSOR. 13 , 13. FILL VOIDS WITH CONCRETE SLURRY MIX. �PMSCAp 4 10 » 7 14. UNIVERSAL RADIO REMOTE INTERFACE. SIZE AS QF'GP\,SIMPSO,� 10 min. REQUIRED. 9 30" 15• NEATLY BUNDLE WIRES AND SECURE WITH � WIRE TIES. g uro Exp. Date: 09.30.07 VALVE BOX LAYOUT 10 3M "DBY DBR" WIRE CONNECTOR 7 FLOW SENSOR MASTER VALVE SCHEMATIC 4 AUTOMATIC CONTROLLER ENCLOSURE ASSEMBLY �gr 1 FOF CAL1F0 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. L3.$ SCALE: N.T.S. Consultants d.d.Pagano Irrigation Consultant LEGEND 4705 East Chapman Avenue Orange, Ca PLANQCV1• 10 ROUND VALVE BOX WITH TEL: (714)-771-9200 BROWN/TAN BOLT- DOWN LEGEND FAX. COVER - HEAT BRAND "QCV" 11 12' MAX. ON VALVE BOX COVER IN 2" 1. FLOW SENSOR CABLE PULL BOX WITH LEGEND 6' MIN. 1 2 HIGH LETTERS. 5 6 BROWN/TAN BOLT DOWN COVER. HEAT 1. NORMALLY CLOSED MASTER VALVE. L� BRAND "FS" ON LID IN 2" HIGH iu 2. FINISH GRADE. ,, _� ' �;' CHARACTERS. LEGEND 2, RECTANGULAR VALVE BOX W BROWN TAN BOLT '. <• ` - DOWN COVER.HEAT BRAND VALVE STATION N0. 1. NON-PRESSURE LATERAL LINE PIPING. N I I HIGHCHARACTERS. » ,:'` 0 LID N 2" G 3. 3 4 CRUSHED ROCK. 6 z 2• SENSOR CABLE INSTALLED r r APPROVED FLOW MINIMUM DEPTH. WITHIN CONDUIT. _ » " W 1 2. PRESSURE MAIN LINE PIPING 3. CHRISTY S I.D.TAG MARKED MV 1 9 3 4 d 0 z 4. _ 3. NIPPLE. LENGTH AS BRASS N I L :`;-,;;�;;;.,:'`:: R PROVIDE 30 LOOP WITHIN PULL BOX. 4. �. ,. ,. �\� 3. CONTROL WIRES TAPE AND BUNDLE FINISH GRADE. 1 O w - it REQUIRED). EVERY 10 FEET. INSTALL ADJACENT R Q 1 2 1- - 3 12'\ 4 3 :-:,:.:-.:. . -:-.: v� \ v.:-: :: ;' := :• :. :`• I I - 4• FINISH GRADE. 5. 12 LONG SCHEDULE 80 TOE NIPPLE. TO PRESSURE MAN LINE. G PLAN ,.. �' ti �:'' z `� S• BRASS 90 DEGREE ELL. s 4 _ �. PVC PIPE TO SPRINKLERS ANGLE PIPE TO :. ;. 4. PROVIDE 2 DEPTH OF CLEAN BACKFILL. - -- --- 5. _ - 6 •-- `��' 4 CRUSHED ROCK 6 DEEP. - zo ;_:_ / \�.4.�;: w : SPECIFIED DEPTH WITH 45 DEG. ELLS. iY `r,_,,. ,.:,<, 6. MAINLINE PIPING. , . .,,�,�.;:�, � 4 a 8 � ` 5. SEE IRRIGATION SPECIFICATIONS FOR 6. - C SxS-•---- •• .. �. , - COMMON BRICK 4 REQUIRED PVC 10 5 , \ 2 5 = 7. COMMON BRICK 4 REQUIRED). 4 ,� ��� BACKFILL AND COMPACTION �.< 6 ( ) MAINLINE FITTING. .... .._.. .. ..._..,::..::, ; ` • COUPLING (TYPICAL). U °• TY L ;::..., : :: : - \�: REQUIREMENTS. a, W .t. $ : a -- CONTROLLER' 3 ;,•�;:,,> ._ >, ,>,�: 8. CONTROL/COMMON WIRES FROM II' S 8. BRASS 90 DEGREE STREET ELL. ` •. :.' . U > . \ 6 7• PVC SCH. 40 CONDUIT. PVC SCH. 40 6. FINISH GRADE. , , 12 " w 7 9. 3/4" CRUSHED ROCK. 8" DEEP. 9• BRASS NIPPLE - 6 LONG. <`� '°�••`' ° - >-�>•>: -�`- `�- 8• ELECTRICAL SWEEP ELL (TYPICAL). a 10. TYPE K COPPER PIPE FROM BACKFLOW 10. QUICK COUPLING VAVLE. 6 * - .�� _,.1�,\'\. \ .ti•,z 9. FLOW SENSOR CABLE SPLICE PER . a, .. PREVENTER TO MASTER VALVE. MINIMUM BACKFILL DEPTHS FROM FINISH ��-�� ��-� �-.<-r_ �-•• :�:s:�:h :�., \�,�:\s`�• .A:�,�; .�•>�: SPECIFICATIONS.* �, GRADE TO TOP OF MAINLINE 8 �, A�*zV k�{ �•�� A\��.,_ 11. WALK OR CURB. » » t, :` \ 11. WROUGHT COPPER TxS MALE ADAPTER. 24 FOR PIPE SIZES 3 AND LARGER 12. PVC SxT SCHEDULE 40 90' 18" FOR PIPE SIZES 2 1/2 AND SMALLER. 2 8 2 9 7 12. WIRE CONNECTOR. 11 . < 36 FOR MAINLINE INSTALLED UNDER PAVING ELBOW. 36" FOR CONDUITS INSTALLED UNDER PAVING * FLUSH IN TURF AREAS, SECTION 13. COIL WIRES PER SPECIFICATIONS. * 1" IN LAWN AREAS. 2" IN SHRUB AREAS. 7 6 2" IN SHRUB AREAS. * 2" IN SHRUB AREAS. SECTION 1" IN TURF AREAS. NOTE: DO NOT OVER TIGHTEN BRASS NIPPLE INTO QUICK FIELD SPLICES WILL ONLY BE ALLOWED WHERE DESIGNATED ON THE DRAWINGS. COUPLING VALVE. USE TEFLON TAPE ON ALL MALE PIPE THREADS. CHECK FOR LEAKS. QUICK COUPLING VALVE - IN BOX 1 TRENCHING 8 FLOW SENSOR CABLE PULL BOX 5 NORMALLY CLOSED MASTER VALVE 2 SCALE: N.T.S. 1,000 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. Key Plan 10REVISION LEGEND 9 REVISION 1. ELECTRIC CONTROL VALVE. 8 REVISION LEGEND 2• W BROW RECTANGULAR VALVE L T DOWN 7 REVISION / / 6 REVISION COVER.HEAT BRAND VALVE STATION 5 REVISION 1 . RECTANGULAR VALVE BOX WITH -- NO. ON LID IN 2" HIGH 4 REVISION BROWN/TAN BOLT-DOWN COVER - CHARACTERS. 3 REVISION LEGEND 1 HEAT BRAND "BV" ON VALVE BOX 3. CHRISTY'S I.D.TAG - NUMBERED TO 2 REVISION BV COVER IN 2" HIGH LETTERS. Q MATCH DRAWINGS. 1 REVISION 1 2 1. POP-UP SPRAY HEAD - SEE TREE IRRIGATION DETAIL FOR 2• FINISH GRADE. 4. FINISH GRADE. ADDITIONAL INFORMATION. 2 Revisions 3• FULL PORT BALL VALVE WITH LEVER 5. 12" LONG SCHEDULE 80 TOE 2. FINAL GRADE. PLAN 2 NIPPLE. North 3 HANDLE LEVER HANDLE - OPENED 3. PVC TxT 90 DEG. ELL. POSITION. 15 13 3 4 x _ � - 6. PVC PIPE TO SPRINKLERS ANGLE 4. LATERAL LINE PIPE AND FITTING. - PIPE TO SPECIFIED DEPTH WITH 45 » - " Cca,g;:t�r•��`,���\.•'ir`,• �;•.ic2 'CZwe,•:\�.ti ;,•1. 2 MIN. 4. 3 4 CRUSHED ROCK 8 MINIMUM === / DEG. ELLS. 5 6 5 - DEP TH. 5. MARLEX 90 DEGREE STREET -- -- 6 .- 8 3 ELL. 7. COMMON BRICK (4 REQUIRED). 5. COMMON BRICK (2 REQUIRED). . .-. . 1 Scale 6. PVC SCHEDULE 80 NIPPLE - 8. COMMON WIRE TO OTHER VALVES ON 12" LONG. 1 SAME CONTROLLER. ' 1 6. 12" LONG SCHEDULE 80 TOE 5 Date ',.<` NIPPLE. (TYPICAL) 9. 4" CRUSHED ROCK. 8" DEEP. €t p, s „• , 11/01/2006 1ST CITY PLAN CHECK •:��i�� `v�:�'v\ate r\��-� �\-`e!\'`, - ';s.- � a" -' � 12 9 '�' S 7. 2" CLEARANCE. 10. CONTROL/COMMON WIRES FROM �� 4 NOTE: USE TEFLON TAPE ON ALL 11 CONTROLLER. 3 M >. . �,., Phase PHASE 1 MALE PIPE THREADS. 8. PVC SxS COUPLING. N Job Number 4 7 6. `=" �;. 11. PVC SCHEDULE 40 PIPE. �``,' a.,- •�.' `x.`. ';' `A.:�.:,`\v;.•':A:-A\:,�s\ '' :; `?? •, :1 � \_ ' ;, z', These plans have been reviewed b the Coachella Valle Water District in accordance TYWN601 SECTION 9. PVC MAIN LINE PIPE. 14 F SEC Rom. 2- \a •, •, a 12. PVC SxS 90 DEG. ELL. with Water Code Title 7 Division 1,Chapter 3,Article 1,0.8 Section 65597 et seq. ? , requiring efficient landscape and irrigation deli in cooperation with the local q g p g p �` °: � 13. WIRE CONNECTOR. c governing agency (City or Count "Approval of this drawing b CVWD staff does not Drawing Title 8. 7 s r a g g g Y � Y Y)• PP g Y a g t constitute approval to encroach into district and USBR Rights-of-Way.Trees,plants, 1" IN TURF AREAS. g 14. MAIN LINE FITTING W/SOLVENT WELD walls, and permanent structure of any kind may not be planted or installed in CVWD IRRIGATION DETAILS OUTLET. and USBR easements or right-of-way without first obtaining an encroachment emit g 2 IN SHRUB AREAS. 10 8 g Y P 15. COIL WIRES PER SPECIFICATIONS. from CVWD. DATE WATER MANAGEMENT SUPERVISOR CVWD PLAN# DEVELOPMENT SERVICE SUPERVISOR ' Drawing Number 699 POP UP SPRAY HEAD FOR TREES 2 FULL PORT BALL VALVE 9 ELECTRIC CONTROL VALVE 6 NOT FOR coNSTRucTio NOTE: SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. NO TREES SHALL BE PLANTED WITHIN C.V.W.D. EASEMENTS OR RIGHT-OF WAYS (2- 1 /299AND SMALLER) L=2m3 0 SWA Group SPANISH WALK RECREATION LEGEND �, a 15 19 '$ 17 15 DETENTION 1 • "RAINBIRD" RBY #SC-150-050-SS �I A d Nt!b11_A* ��� 7$ 1 COMMERCIAL WYE FILTER WITH 50 � O BASIN AREA MESH STAINLESS STEEL SCREEN. Q l._ SEE LEGEND FOR ADDITIONAL FV -fir � �y o � 15 18 17 16 15 8 PALM DESERT, CALIFORNIA INFORMATION. �- i "jr / LEGEND 8 15 SECTION BB 2• BROWN/TAN RECTANGULAR VALVE 1. SHRUB. 5 _ 6 '4 BOX. HEAT BRAND WF ON VALVE � 14 PLAN BOX LID IN 2" HIGH CHARACTERS. 1 � 2. SHRUB ROOTBALL. 1 2 3 � SECTION BB 8 3• FINISH GRADE. �3 V � 3 3. FINAL GRADE. 15 5 6 SECTION AA 4. PVC PIPE FROM POINT OF 4 2 4. SALCO 1 GPH PROSPEC EMITTER °° i7 14 6'MAX _ CONNECTION. 5 PSTM-1 MULCH COLOR IN $ PLAN VIEW SCHEMATIC = DESERT SOILS AND SALCO 1 '. :. -, . , �ti�Ak. ,.k ,�,�\ =t SECTION AA :: PVC SxT FEMALE ADAPTER. - GPH PROSPEC EMITTER PSTG-1::... �i. '! 19 6 GRANITE COLOR IN COBBLE AND 7 1415 6. TO IRRIGATION SYSTEM. GRAVEL AREAS. Taylor Woodrow Homes, inc. 16745 W. Bernard D .:.' 19 18 17 8 PLAN VIEW SCHEMATIC r•, 7• COMMON BRICK (4 REQUIRED). 5. SALCO FLEXIBLE 12" RISER SuiteDiego, 140 San g , A 92127 FLOW - - ASSEMBLY PVC 0501H 12M 19 15 17 e o C 8 3/4" CRUSHED ROCK 8" DEEP. ER2��SOIL S MULCH COLOR IN DES 16 AND SALCO FLEXIBLE 18 'S :' :� RISER ASSEMBLY $ S ECTI O N B B w,.�.,\. ..•,� `�.: � �=�,", ,�7<�,.,`� ,�,`� 9. 2 CLEAR SPACE. \v~ ' ``<. < ?' 1N� :�� ,��`;��� 1 PVC-0501H-12G IN COBBLE 1 .,. ..,. 6 t:;. .. ��.:::�� .; ...����� 5 ® 2 Laguna B e a c h \� ; :: �,., h:,° `� 4 S a u s a l i t o „��, ,�,`��`4,c �,� h; , Ce,, a;u` AND GRAVEL AREAS. 7 8 6 EE STREET o u s t o n H 1" IN LAWN AREAS : 6 MARLEX TxT 90 DEGR SECTION B B .. ,,.,r . .� Dallas 9 8 2" IN SHRUB AREAS. ® ELL. 1 3" Min. SECTION NOTE: USE TEFLON TAPE ON ALL 9 Max. 7. LATERAL LINE FITTING. 2 3 4 6" Max. 580 Broadway MALE PIPE THREADS. 6 Suite 200 BACKFILL MIX FOR TREES AND SHRUBS SHALL BE 3X ., �" ' Laguna Beach CA 92651 SIZE OF ROOTBALL AND CONSIST OF NATIVE SITE Fax 9 4 9 . 4 9 4 . 7 8 6 1 SOIL ONLY. 3 4 3 Mln. 15 7 14 8 -- 8 .... :.._. :: 6 Max. 2 949 . 497 . 5471 L . 11 6 9 11 WYE FILTER 7 SHRUB EMITTER 4 15 14 �' 2" CLEAR MIN. o , p,ND SCq pF $ .. 7 14 $ t. SIMPS� '9.Q 2 ,<.. .�:::a,a;.:,, \'• •\• �•.a+'.�.�v.i•.�:i.ai•., .1 .ti��i•.1':\L.` .V::�`� .\'•.\.... .l.. . ti a. SCALE: N.T.S. - y` ., : :,;. .. a; ,' :,:•, ,, - :.«w:..,. ti SCALE: N.T.S. .:Y,, . 5 :. � �L"le L., ; 9 SECTION AA W 00 \,. ..,:. .:..: 10 2" CLEAR MIN. = re ;.�.�r,• :\\\\1,r-\�:;�` s<;r;�:a v;`v \titiv \\1.\\; , ;::�\:`.'v\=, 12 Exp. Date: 09.30.07 Date �P �a�,," \\�� \ �,�`.�. \1.: SECTION AA \\e; 11 gAFoF u�o�� 12 10 FV 2 PLAN 1 11 LEGEND Consultants 1. TOP OF D.G. OR FINAL GRADE. 11. MAIN LINE FITTING W/SOLVENT WELD OUTLET. "k LEGEND d.d.Pagano LEGEND �,Z,_ :• ;=.,L'•,:.,,<< .�c, .�...,,::, 2. CARBON 1220-12 BROWN/TAN RECTANGULAR 12. COMMON WIRE TO OTHER VALVES ON SAME Irri ation Consultant -_-= 1• 1 O" ROUND VALVE BOX WITH LEGEND VALVE BOX W/BOLT DOWN COVER. HEAT BRAND CONTROLLER. g 3 1 2 1. POP-UP SPRAY HEAD. -.` -: ; - ___ ___ __ BROWN/TAN BOLT- DOWN VALVE STATION N0. ON LID IN 2" HIGH 4705 East Chapman Avenue . ,....- : -: -- p _. : » ,> 1. TOP OF D.G. OR FINAL GRADE. 2. WALK OR CURB. _`__! COVER - HEAT BRAND QCV 10. 3/4" CRUSHED ROCK. 6" DEEP. CHARACTERS. Orange, Ca ON VALVE BOX COVER IN 2" 13. CONTROL COMMON WIRES FROM CONTROLLER. TEL: 714 771-9200 ;,,,;; ,,,,,;;;,;;,J.,;;;`J_.-,;._-- _; ._.i.i: 5 : _._ 2. CARBON 1220-12 BROWN/TAN RECTANGULAR VALVE 11. MAIN LINE FITTING W SOLVENT WELD OUTLET. 3• 3m DBY WIRE CONNECTORS. 14. PVC SCHEDULE 40 PIPE. 3, FINAL GRADE. 6 4 HIGH LETTERS. / FAX. :::;->..,;:;; �;::::';,-'= _ ;': OVER. H - >. BOX W BOLT DOWN C EAT BRAND VALVE ' --- -- STATION NO. ON LID IN 2 HIGH CHARACTERS. 12. COMMON WIRE TO OTHER VALVES ON SAME 4. CHRISTY S I.D.TAG NUMBERED TO MATCH 15. 1 SCHEDULE 80 TOE NIPPLE (LENGTH AS _._:: 4. PVC TxT 90 DEG. ELL `= ':, 2. FINISH GRADE. CONTROLLER. DRAWINGS. REQUIRED). 3 Y IRE CONNECTORS. 5. LATERAL LINE PIPE AND FITTING. 1 3m DB W 1z"� ,>�,.�,.: ;� ..: ,, �::: 3. 3/4" CRUSHED ROCK. 12" 13. CONTROL/COMMON WIRES FROM CONTROLLER. 5. RAIN BIRD 100 PESB SERIES 1" ELECTRIC 6 7 6 6 MARLEX 90 DEGREE STREET -�`,� ,:._,:�,�;; ,,��,�\. MINIMUM DEPTH. 4• CHRISTY'S I.D.TAG - NUMBERED TO MATCH CONTROL VALVE. 16. RAIN BIRD PSI-M40X-100 SERIES 1" PRESSURE REGULATOR. 4 ,� � i��1 DRAWINGS. 14. 3/4" PVC SCHEDULE 40 PIPE. ELL. =.: - \ ?'\< - ;�� \ � ` ,,: ' ``\ 4. SALCO AFV-075 AUTOMATIC " 6. QKCHK-100 SERIES 1" BASKET FILTER WITH 200 17. 1 SCHEDULE 80 TBE SHORT NIPPLE. RAIN BIRD 075 DV SERIES 3 4 ELECTRIC CONTROL 15. MESH SCREEN. ;�.\� ` K� _ \?;\ .�; `�<< 5 / 3/4" SCHEDULE 80 TOE NIPPLE (LENGTH AS 18. SPEARS 1" SCHEDULE 80 BALL VALVE. 7. PVC SCHEDULE 80 NIPPLE - �- ._'_ -, , ;,�.. 3 FLUSH VALVE. �. �', �, VALVE. ��� �` REQUIRED ___�3 �12 LONG. .;, :;>_ ; ti ,">,1,�;, = » )' 7. 1" PVC FEMALE ADAPTOR. ` 5. DURA 3/4 536 SERIES MHT x » `,t ```, `` 6- QKCHK-075 SERIES 3 4 BASKET FILTER WITH 200 19. SCHEDULE 40 PVC PIPE TO DRIP SYSTEM - %;� � � `�`;` '� SLIP HOSE ADAPTER. MESH SCREEN. / 16 RAIN BIRD PSI-M30X-075 3/4" PRESSURE g 1" PVC SxS 90' ELL. ANGLE PIPE TO SPECIFIED DEPTH WITH 45 DEG. \;��-��, � �:•::,:Iq, �, REGULATOR. `" `''` ` "`'; 6. LATERAL LINE FROM HARD PIPE ELLS. `u> ,: `° 7• 3 4" PVC FEMALE ADAPTOR. 17. " 9. COMMON BRICK 4 REQUIRED). �' �', :''` ., --, ` DRIP IRRIGATION SYSTEM. / 3/4 SCHEDULE 80 TBE SHORT NIPPLE. 5 NOTE: USE TEFLON TAPE ON ALL .. SECTION :'>' "' `' ?`'` 8 3/4" PVC SxS 90' ELL. 10. 3/4" CRUSHED ROCK. 6" DEEP. MALE PIPE THREADS. :: 11 ,;.�,;`;., , r:; �\ 18 SPEARS 3/4" SCHEDULE 80 BALL VALVE. * PER C.V.W.D. STANDARDS �, .. -1%,;`` COMMON BRICK (4 REQUIRED). 19 PVC SCHEDULE 40 PIPE TO DRIP SYSTEM - ,,_\ ANGLE PIPE TO SPECIFIED DEPTH WITH 45 DEG. ELLS. 6" POP UP SPRAY HEAD IN TURF AUTOMATIC FLUSH VALVEM3/4119 DRIPLINE CONTROL VALVE ASSEMBLY (:r) . 19' DRIPLINE CONTROL VALVE ASSEMBLY $ 1 1 ,- SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. FLOWS 0.2 GPM TO 4.0 GPMl SCALE: N.T.S. (FOR FLOWS 4. 1 GPM TO 15 GPM)(FOR 1'...., I " ...; ..,.:,:-'!: .. � �:. : I ­:.. : ....­:. : ...1. .. ... . .1. . . , _ .- ..I I... : .. .1 �, ... . !,, I..... .., - � �.. .. ­. .. * ­ 1. . _ ... .., I—— 1. � ... - - 1. ­ .. 11 ... ­ 11.1 .. .... ­ ..., . ... ... . - - ....: ."�. ";, .. .. . ­ . . . . . .I. .. ­ .. .. - .. .... .-...-':.:: :.­­­­...iiii�i:i�, ..­ .. . .. . �.� 6 I.fi1. 21. LEGEND � 1. SALCO 1 GPH PROSPEC EMITTER 2 T - , O............ !\ PLANT.1 SOEE SHRUB OEMITTER RDETAIL 1 FOR INSTALLATION INFORMATION. SEE �: LANDSCAPE PLANTING PLANS FOR %'`" �� 2 WATER USE INFORMATION AND PLANT >11 v :. _-__-__, LOCATIONS.:� o :...a..,\. � 1. 1. Key Plan DOWN SLOPE 10 i ',\ 101. \; 2. TWO (2) SALCO 1 GPH PROSPEC EMITTER PSTM-1 PER LOW/MODERATE 10REVISION FOR LOW WATER USE FOR LOW MODERATE AND 3 AND MODERATE WATER USE PLANT. 9 REVISION TREES - USE 2 MODERATE WATER USE TREESI. SEE SHRUB EMITTER DETAIL FOR 8 REVISION SPRINKLERS PER TREE. AND ALL PALM TREES - USE `: INSTALLATION INFORMATION. SEE 4 SPRINKLERS PER TREE. 7 REVISION \; LANDSCAPE PLANTIN T PN NS FOR NT 6 REVISION WATER USE INFORMA 10 AND LA PLAN 7 LOCATIONS. 5 REVISION LEGEND I 4 REVISION LEGEND 3. DRIP CONTROL ZONE BOUNDRY - ALL 1. TREE. , 3 REVISION 1. EMITTERS WITHIN CONTROL ZONE 2 REVISION 10 1 W : 1. AT TIME OF INSTALLATION, SET ROTOR 2, RAIN BIRD 1806-SAM-PRS 6" POP-UPI. 4 BOUNDRY ARE FED BY 1 REVISION 2 FLUSH WITH ADJACENT WALK OR CURB TREE SPRAY WITH 5H HALF CIRCLE 5 CORRESPONDING ELECTRIC CONTROL AND 1/4" ABOVE FINISH GRADE IN OPEN � NOZZLE. NUMBER OF SPRAYS REQUIRED VALVE. SEE PLANS FOR ELECTRIC AREAS FOR SODDED TURF AND FLUSH - IS BASED ON WATE USE NEED. SEE1 . CONTROL VALVE SIZE AND ABOVE FOR QUANTITY. REFER TO ReVIS10n5 11. 1. �.. .LL1. DESIGNATION. WITH ADJACENT WALK OR CURB AND 4 LEG END FOR ADDITIONAL INFORMATION. �. ABOVE FINISH GRADE IN OPEN AREAS FOR �`` " T PRINKLERS TO PREVENT:.::..,:>: �... ADJUS S " * OVERSPRAY ON TO PAVING OR WALLS. 4. ELECTRIC CONTROL VALVE. SEE North ;:...:s::.- -- - SEEDED TURF. -, :. IRRIGATION LEGEND FOR ADDITIONAL :. :.. . ..:- : _,; BA 2. SIDEWALK OR CURB. 3. TREE ROOT LL. INFORMATION. 3 4. FINAL GRADE. 2 3. 6" POP-UP LAWN ROTOR HEAD. ` 5. PRESSURE MAINLINE PIPING. SEE 4 1 2 5. LATERAL LINE FITTING. IRRIGATION LEGEND FOR ADDITIONAL 4• PVC SCH. 80 NIPPLE - TBE 2" MINIMUM 41. jfj_­. " _, .L: .L :: .LL I_ ­'. ­ "L.."' . 1 . ­1 ­ L '''', L ...I ...... #­ _ 1 L , f INFORMATION. 140"ma Ff'm)4�%" 11 Scale 7 8 9 LENGTH. 6. PVC LATERAL LINE PIPE. .. ­. ­ � .L �L��:j:��:�] k, ..�,d,� s'4 ._,,:...*&_ :,' 7. TRIPLE SWING JOINT ASSEMBLY PER 6. AUTOMATIC FLUSH VALVE AT END OF 1. $ � "t , - fig 0 ?, 8 POP-UP SPRAY HEAD DETAIL ON THIS . EACH LATRAL LINE RUN. SEE x� t x Date rJ 5. PVC TXT 90 DEGREE ELL. SHEET. ` °' '' � `" - I 11/01/2006 1ST CITY PLAN CHECK _`r•,.. -� g AUTOMATIC FLUSH VALVE DETAIL FOR ,.. / \ 6. LATERAL LINE PIPE AND FITTING. ` 5 t� g, PVC SCH. 8o RISER NIPPLE. INSTALATION INFORMATION. w,: :.<; ° ;: Phase PVC TxS MALE ADAPTER. 7. PVC TxT 90 DEGREE STREET ELL. !0 "==' ` 9 7. ALL LATERAL LINE PIPING FOR DRIP PHASE 1 8. PVC SCHEDULE 80 NIPPLE - 12" LONG. 6 10, EDGE OF TREE PLANT PIT. SET TREE 6 a LAYOUT SHALL BE 3/4" SHCEDULE 40 Job Number 3 SPRINKLER AT EDGE OF PLANTING PIT. \\�u����� ��MMI MINN��± (TYPICAL). These plans have been reviewed by the Coachella Valley Water District in accordance TYWN601 9 ����� ,. 6 .. �"`� P T E with Water Code Title 7,Division 1,Chapter 3, Article 10.8, Section 65597 et seq. 9. PVC TxT 90 DEG. STREET ELL. SECTION 7 11• UNDESTURBED NATIVE SOIL * PER C.V.W.D. STANDARDS requiring efficient landscape and irrigation design in cooperation with the local 10. FINISH GRADE. 11 / S , R , o 11 governing agency (City or County). "Approval of this drawing by CVWD staff does not Drawing Title constitute approval to encroach into district and USBR Rights-of-Way.Trees,plants, ADJUST ANY RAISED SPRINKLER HEADS TO NOTE: USE TEFLON TAPE ON ALL MALE walls,and permanent structure of any kind may not be planted or installed in CVWD IRRIGATION DETAILS PROPER HEIGHT (1/4" ABOVE FINISH PIPE THREADS. and USBR easements or right-of-way without first obtaining an encroachment permit GRADE) PRIOR TO END OF MAINTENANCE from CVWD. PERIOD. DATE WATER MANAGEMENT SUPERVISOR 6 POP-UP ROTOR IN TURF g TREE IRRIGATION IN LANDSCAPEr$*,� EMITTER LAYOUT FOR DRIP CONTROL ZONE M .- 1 ­ -.-- - I - Drawing Number CVWD PLAN# DEVELOPMENT SERVICE SUPERVISOR SCALE: N.T.S. SCALE: N� 1-,.11 .T.S. USING POP-UP SPRINKLERS SCALE: N.T.S. EXAMPLE ONLY Lel # °- [-NOT FOR CONSTRUCTION NOTE: NO TREES SHALL BE PLANTED WITHIN C.V.W.D. 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G ,:.I'fG,l`"I%i."„r; E COMMON NAME DAS WHE Dasylirion wheeler Desert Spoon SYMBOL BOTANICAL NAM Date LAN CAM Lantana camara 'New Gold' New Gold Lantana These plans have been reviewed by the Coachella Valley Water District in accordance 07/17/2006 1ST CITY PLAN CHECK TREES/PLAMS p 11/01/2006 2N O CITY PLAN CHECK R ROS OFF Rosmarinus officinalis 'Prostratus' Rosemary Spp. Prostratus A T ,e R with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. onia florida Blue Palo Verde VINES requiring efficient landscape and irrigation design in cooperation with the local Phase PHASE 1 PAR FLO Parkins gOU BAR Bougainvillea 'Barbara Karst' Barbara Karst Bougainvillea o 1 s T R I c� governing agency {City or County}. "Approval of this drawing by CVWD staff does not ,lob Number 'nto district and USBR Ri is-of-Wa . Trees, plants, oto encroach i y TYWNIB'i01 . constitute a royal � WAS ROB Washingtonia robusta Mexican Fan Palm ACCENTS pp Stipa tenuissim� � Mexican Feather Grass walls, and permanent structure of any kind may not be planted or installed in CVWD , -'` * # STI TEN Drawnn Title and USBR easements or right-of--way without first obtaining an encroachment permit • • I 9 t DAL SIS Dalbergia sissaa Rosewood Tree Octopus Agave k �, AGA VIL Agave vilmorniana from CVWD. M 4 J •• � PLANTING LAYOUT ALO SPP Aloe 'Blue Elf Blue Elf hybrid Aloe PHO DAC Phoenix dactylifera 'Deglet Noor' Deglet Noor Date Palm HES PAR Hesperaloe parviflore Red Yucca DATE WATER MANAGEMENT SUPERVISOR i M MUH RIG Muhlenbergia rigida 'Nasheville' Purple Muhly �FoR=E y�G Underound a - Drawnn Number v berm G��ert 9 ACA SAL Acacia salicina Coba, Weeping Wattle TURF ` �` d Bermuda'Tifwa Green', overseed w� Perennial Rye during winte CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR [� '' NOT FOR CONSTRUCTION TURF Hybn y ;,�;,� Call: TALL FREE ` ULM PAR Ulmus parvifolia 'Drake' Drake Elm 1- OC _ SHRUBS/GROUNDCOVER ••.•....••"' "' NOTE: PV-2 7/L-1.2 '�•.:.•.'.''.•'.•.•'. 4" DECOMPOSED GRANITE BOU LAJ Bougainvillea spp. 'La Jolla' La Jolla Bougainvillea Z� =®R MATEfi�.l,�l- $ LP�NI:SOf�PE NOTES Two WORKING DAYS BEFOR Y6tJ IDLc ® swacroup ,- -­.7 - Fu�.L LECSEN ) eF_rz e+HEE - LO.O. NO TREES SHALL BE FL.ANTE ; W I TH I N C,.\/.K0. EASDMENTS OR !---- _' Desert Car et Desert Carpet Acacia 1 Q I L-3.2 2 DECOMPOSED GRANITE - ACA RED Acacia redolens p PV-3 Y RIGHT-®� Y��Y� :;'. . . . FILL SPACE BETWEEN COBBLES _PLAN SPAN i SH WALK WITH 2" LAYER DECOMPOSED RECREATION GRANITE TREE STAKE, TYP. DETENTION 2" LAYER DECOMPOSED GRANITE, PREVAILING REFER TO PLANS, SET IN EQUAL LIFTS WIND BAS IN AREA COMPACTED SUBGRADE REF. GEOTECH REPORT PALM DESERT, CALIFORNIA COBBLES, TYP. REFER TO LEGEND GALVANIZED STEEL WIRE THROUGH TREE FOR TYPE & SIZE STRAP AND FIRMLY WRAPPED TO TREE COMPACTED SUBGRADE STAKE. REFER TO SPECS. REF. GEOTECH REPORT COBBLE, SEE DETAIL 7 CACTI/SUCCULENT, SET PLUMB. REFER TO 1. TREE STRAP. REFER TO SPECS PLANTING PLAN FOR SPECIES, FORM, HEIGHT, •}.� �,� �••� ' �: �:.• ;, �•�' -' SPREAD, AND/OR OTHER REQUIREMENTS. F 2. TREE STAKE(2) TYP. REFER TO SPECS — — — — — — — — — — — — — — TAKE D.G. LAYER. REFER TO SPECIFICATIONS FOR — — LENGTH OF S SHALL BE TALL =I I (=III=III=I I I=I I I I I (=III=III I I=III=III=III=III=I I —I ( TYPE AND COVERAGE DEPTH, TYPICAL. HOLD ENOUGH TO MAINTAIN PLUMB ALIGNMENT III=III=I I=I I=I I =�=I I (—III=I =III=I I I=I I (_� I El I I I I I=I I I 2 OF TREE. SEE SPECS FOR SIZES ' • AWAY FROM BASE OF CACTUSUCCULENT. =I I I=1 I=I I=I I =III=III=III=I I =�I=III=I i I=III=I I =I I Taylor Woodrow Homez, 1,c. III=III—III—�1=,III, I I I—I I=III=I I=I I=I I=III=I I=I —I I—III= " -- CACTUSUCCULENT ROOT BALL (WELL ROOTED). '16745 W. Bernard Dr., III=� I —III— ' i I=III--III=III=III—III—III;III-1 I ;,III 3. 2 LAYER OF COMPACTED s,dte 140 i , , I SET TOP OF ROOTBALL CROWN AT FINAL GRADE. saw Dingo, CA 92127 1I- DECOMPOSED GRANITE. 2" LAYER OF COMPACTED DECOMPOSED GRANITE 6F REFER TO ` , � ...::.. TO PLANS F SPECIFICATION PLANS FOR SPECIFICATION. REFER OR TOP OF ROOT CROWN TO >... : TOP OF ROOT BALL TO BE AT FINAL GRADE. Cj , Laguna Beach BE AT FINAL GRADE. Sausalito COBBLE FINISHED GRADE, TYPICAL. SURFACE SOIL Los Angeles 6 4. FINAL GRADE PREPARATION. REFER TO SPECS. San Francisco Houston 13 N.T.S SECTION ' 5. 100% NATIVE BACKFILL, TYP. O D a I I as =I CACTI/SUCCULENT PLANTING PIT. SCARIFY SIDES, �I 6. PLANT PIT EXCAVATION ` AND PROVIDE COMPACTED BOTTOM AT ROOTBALL. 580 Broadway IT AT IN. THE A TI Suite 200 PLANTING P SIZE M X E A S 3 / — — G C C 7. ROOTBALL Laguna Beach CA 9 2 6 5 1 SUCCULENT ROOTBALL DIAMETER TYPICAL. 8. UNDISTURBED NATIVE _ — _ — =I I Fax 9 4 9 .4 9 4 .7 8 61 2 FINAL DECOMPOSED GRANITE, - QED 1 I=1 I=I I ° I SUBGRADE. :1 I (=1 I I=11 �I I I III=III=III=I — III= — I I=I I 100% NATIVE BACKFILL NOT USED 9 4 9 .4 9 7 . 5 4 71 REFER TO PLANS, SET IN 1 LIFT & = COMPACT N . 1 IN 8 _I I I=I I I=I I�I I I I I=I (=III=III=I( ( III==III=I _ PROVIDE POSITIVE DRAINAGE AWAY FROM I=I I I=I I�I I�I 1 I:11 I=I I I=I I 1=I I F1( I=I I I=I -— I I BOTTOM OF ROOTBALL, TYPICAL. N.T.S. SURFACE SOIL PREP FOR SLOPE,AS REQUIRED. \_NNDSCgp GEOTEXTILE FILTER FABRIC NOTE: =1I I� I I—I i �I I I III—III—I I I—I 11=1 I I III—III—III— F fill] REFER TO SPECIFICATIONS. �F.° \,.SIMPSO _q SEE SPECS ' �I I " MIN. TWO SETS OF TREE 3X ROOTBALL UNDISTURBED NATIVE SUBGRADE. ��GP �VI\ COMPACTED SUBGRADE 3 X DIAMETER STRAPS (TOP & BOTTOM) DIAMETER EROSION CONTROL MATERIAL ON SLOPE, TYP. , REF. GEOTECH REPORT OF ROOT BALL REQUIRED. REFER TO SPECIFICATIONS FOR TYPE. U LAY BACK SLOPE ALONG UPHILL SIDE OF signature ALL PLANT INSTALLATION SHALL MEET THE Ex . Date: 09.30.07 PLANTING PITYPICAL. P ��:� ' •.�.�� ,;,.: ••�;���,��• �'�: •� CITY OF PALM DESERT'S CURRENT INSTALLATION T, s, AND MAINTENANCE GUIDELINES — — — — — — —_ SHADE/FLOWERING TREE, SET PLUMB. REFER TO — — — — — — — — = — P F_ _ _ _ PLANT LIST AND SPECIFICATIONS FOR SPECIES FORM - ! 9 III—III—III—�I—iII— I I—III—III III—III—III—I —III—I�I—I I I— I=1 =III—III—III—I 1=1 I—III—III BRANCHING CHARACTER, HEIGHT, SPREAD, CALIPER, III=III=1 I I=III=1 I=III=III=III=III=I I=III=III=III=I I=III= CACTI AND U ULENT PLANTiNAND OTHER REQUIREMENTS. _ _ - _ _ - _ _ _ _ _ = TREE STAKING -=� _ III—III—III—I I—III—I I I—I I I—I I I-1 I I—III=III—I I I—I I I—III=1 I I—I I I III 7��. 6TREE ROOTBALL WELL ROOTED). SET ROOTBALL ,—, � _ _ _� { ) — — " - f f f f —I I —III—ill—iII—III—III III I I I I N.T.S. _ ' N.T.S SECT( N CROWN AT 1 ABOVE FINISHED GRADE TYPICAL. SECTION III=1 I 1=1 I I= =I I=I IEIII=' ORIGINAL GRADE LINE OF SLOPE, TYPICAL. �I—III—III—II("=: 2" LAYER OF COMPACTED DECOMPOSED SURFACE SOIL PREP FOR SLOPE,AS REQUIRED. I I I=III=III=111=(_ — GRANITE-REFER T PLAN FORSPECIFICATION. _ o o REFER TO SPECIFICATIONS. DECOMPOSED GRANITE EROSION CONTROL MATERIAL ON SLOPE, TYP. FINISHED GRADE, TYPICAL. =Ti—Tii i II I ii i�1REFER TO SPECIFICATIONS FOR TYPE. W=71 j�llj j - NATIVE SOIL PREPARATION. REFER TO SPECS- N.T.S — LAY BACK SLOPE ALONG UPHILL SIDE OF PLANTING PIT, TYPICAL. III—III—III—III—I I1=I I I I— `-> _ 100% NATIVE BACKFILL, TYP. -1 I f-lam I I I=III�II= =I 1 - - — FINISH GRADE II I=II(—II(=III=III=I I I1 (= UNDISTURBED NATIVE SUBGRADE. NOTES: ORNAMENTAL GRASS, SET PLUMB. REFER TO 1I II II I II II I II II I II=I =I I 1 \ I (=� VINE ATTACHMENT REFER TO PLANT LIST AND SPECS FOR SPECIES, FORM, —III—III=III—III�II=II II1=il1; SPECIFICATIONS. HEIGHT SPREAD AND/OR OTHER REQUIREMENTS. PLANT SHRUB SO TOP OF I I I=III=1I I-III=III=) ( - 111-1I1=1I I==li I=1I MI F—1 TO BE INSTALLED, BY LANDSCAPE THE ROOT CROWN IS AT =III-III=III-III=III=1 I�I I:I I I=I I I- I-i I I= I I=I I I=i I I= FINISHED GRADE III=III=I I I=11 I�I I=1 I EIII=III=III=I I I-III I I I-III-� NOTE: REMOVE NURSERY STAKE AS AR HIT T FI LD DIRECTION. I I= FINAL GRADE — — — — — — — — — — C EC E • . D.G., REFER TO SPECIFICATIONS FOR II =1I " ,�,III,�,III,�,III,�,III,�,III,�II ,',';I�I,�,I�I,�,I�I,�,I�I,�,III,�, II,�,III,�,III,= APPLICABLE. BACKFILL VOID WITH NATIVE TYPE AND COVERAGE DEPTH, TYPICAL. HOLD I II II I II ICI `` 2 LAYER OF COMPACED BACKFILL MIXTURE, TYP. MULCH AWAY FROM BASE OF ORN. GRASS. — — DECOMPOSED GRANITE-REFER I ROOTBALL MI TRELLIS COLUMN II=III=II�III ����- DIAMETER MIN. T T = — W...__' TO TREE PLANTING PLAN FOR ORN. GRASS ROOT BALL WELL ROOTED). SE —I 11=1. III I � r SEE ARCHITECTURAL DWGS � ) o _ _ _ SPECIFICATION. TOP OF ROOT ROOTBALL CROWN AT 1 ABOVE FIN. GRADE. 11=1 I I—I I �1I I—I iII=II�III=III_ TREE PLANTING CAN SLOPE I IEI I I=I I �1 I I—III CROWN TO BE AT FINAL GRADE , — VINE III=II�IIFEII1=11 w° 100% NATIVE BACKFILL N.T.S. SECTION ROOTBALL I IE I i-I 00 2 LAYER OF COMPACTED DECOMPOSED GRANITE III-I I FiI I FE�II I=1 I I— . FINISH SURFACE —REFER TO TREE PLANTING PLAN FOR SPECIFICATION. I 1=1 I I=I I I=I II=1 II=III ;;; :;:.;' -III=III= SHADE/FLOWERING TREE, SET PLUMB. REFER TO r TOP OF ROOT CROWN TO BE AT FINAL GRADE LI 1—I I III�)I— I ......:.... (I-�I-I-L PLANT LIST AND SPECIFICATIONS FOR SPECIES, FORM, 4" DECOMPOSED GRANITE, I1-I I (—I I III—III—III III=I II—I II BRANCHING CHARACTER, HEIGHT, SPREAD, CALIPER, FINISHED GRADE, TYPICAL. I I 1=1 I I 11HEI I I-I I I I __ -'"`'``" I�I I �I REFER TO PLANS, SET IN I I—I I I=I I�I I I—I I1=1 I1=1 I I-1I I—I 11=1I 1— AND I— 1=1 11=1 I i—III AND OTHER REQUIREMENTS. • EQUAL LIFTS III—I i�I I EI I I—I I1=III—iII=III=III—III=III— TREE ROOTBALL WELL ROOTED SET ROOTBALL _ _ SURFACE SOIL PREPARATION. REFER TO SPECS. I I� I I-I I�i I I-III=III III 111=11 I=I 11=111 III I I I=1 I I ( ) GEOTEXTILE FILTER FABRIC, I I I=I I I=I I I=1 I ` = = III-II I I III—III=I I1=I I =1I 1=1I (=1I11=1 I= I UNDISTURBED NATIVE SUBGRADE CROWN AT 1"ABOVE FINISHED GRADE, TYPICAL. _ ORN. GRASS PLANTING PIT. _ _ _ _ _ REFER To SPECIFICATIONS I I I=1 11� I I=1 I _ _ =1 I I__ I I-iII-I I �I I I-III-III III I 11=1 11=1 I I-III 1 1 111-I 11=1 III-I I I�I -I I �I I I= ' _-III-I I- _)I I-I I I=1 I THE ORN. GRASS ROOTBALL DIAMETER, TYPICAL. I I 1=I I�I I �I I I=iII=III=I I =III=III=III=I I= I EI i 1=III KEY MAP M iII-III-III I I �I I EIII-I I =III I I I=, III=I I 1 2" LAYER OF COMPACTED DECOMPOSED _ =III-I I _ I=1 I ROOTBALL GRANITE -REFER TO PLAN FOR SPECIFICATION. COMPACTED SUBGRADE II 1=1I I-III I �i I �I I I-I I =1I I =1I 1=1I I DIAMETER s , . . ,'$ DENSITY PER GEOTECHNICAL III=II IEI1 E11�I i lEI I I III==I I ==11 I— 100� NATIVE BACKFILL A III—III—III I I IEI I III-1 I III—ll — =—I 1 I NOTES: 3 X ROOTBALL DIA. Rti�rF TM ENGINEER — — — — PROVIDE POSITIVE DRAINAGE AWAY FROM BOTTOM pq ti� --<'. -CONTAINER GROWN SHRUBS - LOOSEN ROOTS AT EDGE OF ROOTBALL EXCEPT BOUGAINVILLEA OF ROOTBALL, TYPICAL. { ) 3X ROOTBALL T.F. SEE STRUCTURE -RIP SOIL AND PREPARE ENTIRE BED PER SPECIFICATIONS ' — UNDISTURBED NATIVE SUBGRADE SOIL. ENGINEER'S DRAWINGS DIAMETER MIN. -REF. SPECS RE TESTING OF PIT DRAINAGE -REMOVE ALL ROCKS 2" DIA. OR GREATER FROM SITE SOIL MIX& DISPOSE OF OUTSIDE OF PLANTED AREAS c NATIVE SOIL PREPARATION. REFER TO SPECS. � FINISHED GRADE, TYPICAL. ORNAMENTAL GRASS PLANTING SHRUB PLANTING ON SLOPE - ---- H . VINE PLANTING -_I I�.�—I�I—I I III I I=- 100% NATIVE BACKFILL, TYP. K SINATFtA 1-III=III=1 11- 1-I I- I TO x,�E 11 SECTION 11-i I1 I I-I I I I I UNDISTURBED NATIVE SUBGRADE SOIL. N.T.S. N.T.S. N.T.S. - SECTION SECTION 11=III=III=III=1 — 11= —111-1T�TI 1=1TI —ITI=1 Key Plan I_I=III=III=III=1 ��1=111=III= III=III 11=III=III= 10REvIsioN -III-III=1 I I=1 I I -I-III-III-I I �I I I-III III-I i t=1 I I- II II I II II I II I II II I II I I III(IIII ( IIIII II I II I 1111 I I I I I I I I I II 11= NOTE: REMOVE NURSERY STAKE AS 9 REVISION NOTE: APPLICABLE. BACKFILL VOID WITH NATIVE 8 REVISION „ SURFACE SOIL PREP FOR SLOPE, AS REQUIRED. 3X ROOTBALL 7 REVISION ALL PALM TREES ARE TO BE BARE ROOT' REFER TO SPECIFICATIONS. DIAMETER MIN. BACKFILL MIXTURE, TYP. 6 REVISION AND MEET THE MINMUM TRUNK EROSION CONTROL MATERIAL ON SLOPE, TYP. S REVISION SPECIFICATION AS INDICATED ON DRAWING. REFER TO SPECIFICATIONS FOR TYPE. TREE PLANTING 4 REVISION PLANT SHRUB SO TOP LAY BACK SLOPE ALONG UPHILL SIDE OF O OF THE ROOT CROWN IS 3 REVISION TIE FRONDS DURING TRANSPORTATION TO PLANTING PIT, TYPICAL. "y� AT FINAL GRADE N.T.S. SECTION 2 REVISION PROTECT GROWING TIP. DO NOT TRIM ENDS. 1 1st CITY SUBMITTAL 2" LAYER OF COMPACTED DECOMPOSED 2" LAYER OF COMPACED PALM TREE, SET PLUMB. REFER TO PLANS GRANITE-REFER TO TREE PLANTING PLAN FOR '�, DECOMPOSED GRANITE-REFER PLANT LIST FOR SPECIES, SPECIFICATION. TOP OF ROOT BALL TO BE AT TO TREE PLANTING PLAN FOR These laps have been reviewed b the Coachella Valle Water District in accordance Revisions TRUNK HEIGHT AS MEASURED TO APICAL MERISTEM FINAL GRADE FINISH GRADE SPECIFICATION. TOP OF ROOT A T E P y y CROWN TO BE AT FINAL R with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. North w cn = — — GRASS, SET PLUMB. REFER TO PLANT LIST GRADE z _ w ° requiring efficient landscape and irrigation design in cooperation with the local Q J w ' 7 AND SPECIFICATIONS FOR SPECIES, FORM, o 0 2 FINAL LAYER OF COMPACTED DECOMPOSED J I=I I S. ~ o o � GRANITE-REFRE TO TREE PLAN FOR SPECS I I=LU `:� HEIGHT, AND/OR SPREAD REQUIREMENTS. 100� NATIVE BACKFILL D /s R I c governing agency (City or County). Approval of this drawing by CVWD staff does not w z • • =1 I I=1 11=11 �k — constitute approval to encroach into district and USBR Rights-of-Way. Treesplants, w = FINISHED GRADE. TYPICAL I=III— I I=I GRASS ROOT BALL (WELL ROOTED). SET —_ PP Y- _ wo =)I I=1 I I ROOTBALL CROWN AT 1" ABOVE FIN. GRADE. :III=III I=III=I I ( walls, and permanent structure of any kind may not be planted or installed in CVWD Scale AS SHOWN j d � Q I I=III=III=I I — ORIGINAL GRADE LINE OF SLOPE, TYPICAL. III;I III=III= right-of-way g p w NATIVE SAND BACKFILL SOIL —f f I—f f I�I Ef f I = — — — — _ _ =III and USBR easements or ri t-of-u�a without first obtainin an encroachment errnit cn J w o I I=1 I I=1 I I=1 I �I I I I-III __= I-III- from CVWD. Date _ cn z SURFACE SOIL PREPARATION. REFER TO SPECS. =III=III=(I �1 I I=1 ' . \ —I I=III=I I (=III=I I=III I I=' oT/17/2006 1ST CITY PLAN CHECK w m I=1 1=III=11�11 I= f117:11N_i­ I I—I I - - I 10/31/2006 2ND CITY PLAN CHECK — I III III—ICI—ICI I — = z w z UNDISTURBED NATIVE SUBGRADE SOIL. =III=1II II III I II , .., I I=I (_) ( I—I — I I UNDISTURBED NATIVE SUBGRADE Phase J 11=I I I=1 I I-I I�I I I-I I I , 1=)I I 111— I I I III—) I (, DATE WATER MANAGEMENT SUPERVISOR v _j p I- w =I1 IEI I I=i I FEI I FI I I=1 �� I I __ = 100% NATIVE BACKFILL I ,III I I (=III��I I PHASE 1 0- Q � o � 11 I I I I I I I I FEI I I I I I -III-I I �I I I I I I I—I 1 Job Number a a w � w _ _ _ - GRASS PLANTING PIT. -III-1II� I�I I III-1 ,-� I I== -�I ,_ ��tBALL TYwN6o1 - _ - - I 1=1 I I=I I I=I I rEI I 1=1 I I IIIEIII=1 11-1I I=I I-I i I=III=I I E� PLANTING PIT SIZE AT MIN. 3X DIAMETER _T =T =_- =I I I=I I I�I F_I I�III=I I=III=1I I=III=III III=III=II 111= THE SHRUB ROOTBALL DIAMETER, TYPICAL. CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR Drawing Title 1=111=III=III=1 III i I=I I I I III 1 I 1 1 I�I I I-III I I I-I I I=I I I- I-III-III-I I�� 3 X ROOTBALL DIA. g PLANTING PIT SIZE AT MIN. 3X THE TREE EI I I=I I IEEI I �I I IEI 1I=I IEI I I=I I I=I I IEI I = I I=I I�I I NOTES_ — — — DIAMETER, TYPICAL. _III-I i I-III I I-I I - I �I _ - _ ___ _ _ �=III=III=III=I I — =III=) ( ROOTBALL I I—III—I I I—I I III—III III = _ = I = _ _ CONTAINER GROWN SHRUBS LOOSEN ROOTS AT EDGE OF ROOTBALL (EXCEPT BOUGAINVILLEA) a �. .. PLANTING DETAILS =I 11=III=III=III — — _ I1 1 1I Il i f�I l lIII1 1 1III1 1 1III� �IIIi l�Illl III, , , UNDISTURBED NATIVE SOIL. RIP SOIL AND PREPARE ENTIRE BED PER SPECIFICATIONS NOTE ; II�III-III- - - - - - r: 1=1 I I-III-III-III-., -__ -_ - 1=1 I I-III-I I 3X ROOTBALL —REF. SPECS RE TESTING OF PIT DRAINAGE III-III-III-I I i-III-III-III-I i I-I I I=1 I I= I I-III- !, NO TREES SHADE BE PLANTED Val I TH I N t. r� . , .. SET PALM TREE WITH ROOTBALL HELD FIRMLY DIAMETER MIN. —REMOVE ALL ROCKS 2 DIA. OR GREATER FROM SITE SOIL MIX & DISPOSE OF OUTSIDE OF r III III III III — — — — — — — — — TOGETHER AND INTACT. PLANTED AREAS R16HT—OF �W YJ -n -III-III-III_III-III-III-III-III-III-III-III-III-III_ �'= y yo r_U" - - ' °-� Service Allert Drawing Number SHRUB PLANTING / NOT FOR CONSTRUCTION PALM TREE PLANTING-SINGLE TRUNKGRASS PLANTING C� N SLt�PEliil( Call: TOLL FREE 4 - N.T.S. SECTION 1 800 10 N.T.S. _ L=3m2 N.T.S. SECTION SECTION 227 2600 TWO WORKING DAYS BEFORE YOU DIG ® SWAGroup i SPANISH WALK RECREATION GENERAL11. DETENTION NOTES BAS 1 N AREA I. GENERAL SITE PLANNING AT THE CONCLUSION OF ROUGH 6RADIN6, AN A6RONOMIC SOILS ANALY515 SHALL BE PREPARED BY THE A. Glean-Up OWNER AND FURNISHED TO THE CITY OF PALM DESERT FOR THEIR REVIEW AND APPROVAL. THE PALM DESERT, CALIFORNIA IN5TALLIN6 CONTRACTOR SHALL INSTALL ONLY TH05E SOIL AMENDMENTS AND FERTILIZERS AS APPROVED BY THE CITY OF PALM DESERT LANDSCAPE SPECIALIST. I. After all installation operations have been completed, remove all rubbish, excess soil, empty plant containers and trash from the site daily. All scars, ruts or other marks in the area caused by this work shall be A. Weed Control for planting Areas (Except Slopes) repaired and the ground left in a neat, orderly condition. Leave site in 4. Remove oh existing weeds from site. broom-clean condition at the end of each working day. Sweep all paved areas, including walks and patios, upon completion of all work. 2. Install irrigation. 5. A State of California Licensed pest control applicator shall apply systemic B. Maintenance weed killer to all proposed planting areas per manufacturer's specifications. I. The Contractor shall maintain duringinstallation a sufficient number of ALA Taylor Woodrow Homes, Inc. , 96745 W. Bernard Dr., workers and adequate equipment to perform the work herein specified. #r7#)7 SWte'140 all maintenance work shall meet or exceed the the City of Palm Deeert's San Diego,CAM27 "Low water ordinance"; and follow the maintenance schedule 4 guidelines established in the City of Palm De5ert'5 "Desert Flora" Maintenance C�ulde, current edition. Laguna Beach B. 50(1 Preparation $ Finish Grading S a u s a i ito Any tree pruning performed at the request of the Architect or City, shall be Los Angeles San Francisco _ Rough grade. Site to be received by Landscape Contractor to within consistent with the current and applicable International Society of Arboriculture H o u s t o n 1/10 Foot plus or minus by owner based upon Civil Engineer's grading plan. (15A) guidelines, the American National Standards Institute(AN51) standards, and Dallas the City of Palm Desert's Tree Pruning Ordinance to promote proper form, 580 2. Finish grade: Finish grading to consist of grading, raking and hand work strengh, health, and appearance consistent w Suite 2 0 0 with the intended use. Broadway necessary to achieve desired contour and f low I ine patterns, based Suite Laguna Beach CA 92651 upon Civil Engineer's plans, resulting in evenly finished surfaces free of 2. After all work has been completed, inspected and accepted, all areas Fax 9 4 9 .4 9 4 .7 8 6 1 debris and litter. wi I I be maintained for a period of ninety (�10) Calendar days or as long 9 4 9 .4 9 7 . 5 4 7 1 S. Shape mounds as shown on the tree planting plans. as is necessary to establish thriving trees, vines $ shrubs. Contractor to import soil necessary to attain design grades and berms. Lp,N D 5 Cq P All import soil shall be free of weeds, debris, and shall be B. Keep all areas weed-free, adequately watered, and neat ��o \-.Sim PSoF-1 i similar to existing site soils in texture, type and chemical analysis. for the ninety (CIO) day period. Remove all debris from site and keep Finish grading shall be free of depressions or high spots, to provide the entire site broom-clean. smooth and even surfaces for proper drainage. Final grade shall be Exp. signature below walk/top of curb. Remove from the site all stones over 2 in 4. Damage to any planted area shall be repaired immediately. Depressions size. caused by vehicles or foot traffic shall be filled with topsoil, leveled *�9r ate and replanted. Exterminate gophers, moles and repair damage. F o�cA0 4. Top dress all gshrub areas with a 2 lay of compacted decomposed granite. Decomposed granite shall be replaced as needed. Refer to the Tree PlantingPlans for materialspecification. 5. The project shall be so cared For that a neat, clean condition wi I I be presented at all times to the satisfaction of the Owner and Landscape C. Planting Architect. The Landscape Contractor shall be expected to make a minimum of one weekly visit for maintenance purposes. Plant trees, vines and shrubs as called For where indicated on Planting Plans and as detailed on Planting Detail sheet. 6. The Contractor shall request a final site visit seven (1) days prior to the Plant substitutions are not permitted. Any modification or substitution end of the maintenance period. This request shall be written and directed to the Owner and the Landscape Architect. Upon written L to these plans shall be approved by the City of Palm Desert prior to execution. p p acceptance of the project, the Contractor shall be relieved of any Stake only those trees needed as detailed on Planting Detail Sheet. further maintenance. G. Guarantee All plant installations shall be guaranteed to live and grow to a period of ninety (q e,0) days after installation and acceptance, b the Owner. Tree shall be, guaranteed for one year. Any material that fails to grow D. Plant Purchases through the specified maintenance and guarantee period shall be replaced by the Contractor at no cost to the Owner. ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO DELIVERY. CONTRACTOR SHALL PROVIDE LANDSCAPE ARCHITECT WITH PHOT06RAPH5 AND SPECIFICATIONS OF MATERIAL RECOMMENDED TO BE PURCHASED BY THE CONTRACTOR. FOR ALL TREES ABOVE 36" BOX, �1 CONTRACTOR SHALL PROVIDE PHOTO OF EACH SPECIMEN. FOR ALL TREES D. Observation / SHRUBS 24" BOX AND UNDER, CONTRACTOR MAY SUBMIT A I . Observation visits specified herein shall be made by the Landscape "REPRESENTATIVE" PHOTOGRAPH. LANDSCAPE ARGHITFGT RESERVES THE Architect or his representative. The Contractor shall request RIGHT TO REJECT MATERIAL DELIVFRY TO THE SITE NOT PREVIOUSLY observation at least two (2) working days in advance of the time that the APPROVED, OR NOT REPRESENTATIVE OF THE APPROVED PHOTOGRAPHS. observation is requested. KEY MAP REGARDLESS OF PREVIOUS LANDSCAPE ARGH{TFGT DR OWNER APPROVALS; 2. Observation visits are suggested for the following parts of the work: THE G ITY OF PALM DESERT' LANDSCAPE INSPECTOR RESERVES THE RIGHT Al4�;So TO REJECT ANY AND ALL PLANT MATERIAL. a. Upon completion of grading and soil conditioning prior to planting. b. When trees are spotted for planting, but before planting holes are excavated. LL J c. Written acceptance of the project to release the Contractor from further maintenance shall occur after Final Observation with the Owner or his representative at the end of the maintenance period. Fmk WNATU NOT TO SCALE E. Plant Deliveries I. The contractor shall coordinate plant deliveries with the Landscape Key Plan Architect. The contractor shall provide minimum -12 hour advance notice of plant E. Verification of Dimensions deliveries permitting Landscape Architect ample time to also notify the C(ty of Palm 14REVISION Desert landscape inspector of plant delivery dates and times. I. All scaled dimensions are approximate. Before proceeding with any work, 9 REVISION the Contractor shall carefully check and verify all dimensions and 8 REVISION 2. The landscape contractor is obligated to insure lonts loaded on deliver trucks 7 REVISION p g p y quantities, and shall immediately notify the Landscape Architect of any prior to site delivery are those plants previously approved by the Landscape discrepancy between the drawings and/or specifications and actual 6 REVISION Architect and the City of Palm Desert Landscape Inspector. conditions. No work shall be done in any area where there is such a 5 REVISION discrepancy until approval for same has been given by the Landscape 4 REVISION 5. Any plants that are not those previously approved, or those that do not meet Architect. 3 REVISION the minimum specifications established though the photograph and These plans have been reviewed by the Coachella Valley Water District in accordance 2 REVISION specification submittal process shall not be loaded and delivered to the job site. TER with Water Code Title 71 Division 1, Chapter 3, Article 10.8, Section 65597 et seq. 1 REVISION F. Utilities requiring efficient landscape and irrigation design in cooperation with the local 4. Any plants damaged during loading transportation or off loading shall be o � governing agency (City or County). "Approval of drawing b CVWD staff does not Revisions replaced. Damage is defined and may include but is not limited to trunk I. The Contractor shall be responsible for verifying the location of all i S T R 1 c g g g y y ty)• PP g y Scaring, broken limbs, defoliation and wind burn. The Landscape Architect and the underground utility lines prior to any construction, so that proper constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, North City of Palm Desert Landscape inspector reserve the right to reject any 4 all plant precautions,may be taken not to damage such lines and plant locations, walls, and permanent structure of any kind may not be planted or installed in CVWD material. promptly notify the Landscape Architect who will arrange for relocations and USBR easements or right-of--way without first obtaining an encr©achrnentpermit of one or the other. Failure to follow this procedure places upon the from CVWD. Contractor the responsibility for, at his own expense, making any and all repairs for damages resulting from his work. Scale AS SHOWN DATE WATER MANAGEMENT SUPERVISOR Date CONTRACTOR DUAL I F I CATI ON NOTE; 07/17/2006 1ST CITY PLAN CHECK F. Plant Storage ALL LANDSCAPE CONTRACTORS SHALL BE CALIFORNIA LICENNSED C-2-1 11/01/2006 2NDCITYPUUMCHECK g ALL CONCRETE CONTRACTORS SHALL BE CALIFORNIA LICENSED C-8 Phase CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR 1. Prior to plant deliveries, e contractor Shall establish a staging area ALL MASONRY GONTRAGTORS SHALL BE GALIFORNIA LICENSED Gs2�i PHASE 1 the t t ll tbli ti Job Number NOT where deliveries are to be received. This staging area shall be adjacent to the TYWN601 installation area however away from heavy construction and equipment that may NOTE: cause damage. NO TREES SHALSHALLBE PL�ANT"ED W I TH I N G. TS OR Drawing Title `40N 2. The contractor shall provide man ower as needed to ode uatel maintain plants RIGHT-®F WAYS ` PLANTING SPECS p p cl y located in the staging area. This includes but is not limited to hand watering, U r protection from wind or other damage and theft. 0�foRe ypG UndoDr ground Service Galore Drawing Number call: TOLL FREE NOT FOR CONSTRUCTION 1-800 227-2600 L=3m3 TWO WORKING DAYS BEFORE YOU DIG ® SWAGroup j