The URL can be used to link to this page

Home My WebLink AboutSpanish Walk Recreation Pool Area Landscape_1 SPAN 1 SH WALK RECREATION POOL AREA PALM DESERT, CALIFORNIA Taylor Woodrow Homes, Inc. 167"w. Barnard Dr., sWto 140 Son Diego, CA M27 Laguna Beach Sausalito Los Angeles San Francisco R CR ATION POOL AR A LAN AP Houston Dallas 580 Broadway Suite 200 CON TR CTION Laguna Beach CA 92651 Fax 949 .494 .7861 949 .497 . 5471 TRACT 33837 �_NNDSCgp � S III MPSO��c Signature Exp. Date: 09.30.07 Dote �P l,9Te AGENCY APPROVALS CITY OF PALM 'DESERT LANDSCAPE LOCATION MAP n .t.s. DEVELOPER CONSULTANTS (CONT.)_ OF CALIF iti INSPECTION SCHEDULE �oG�y,�sr TAYLOR WOODROW CALIFORNIA POOLS PERSIMMON DESIGN POOL CONSULTANT TILE AND SIGNAGE CONSULTANT y 76000 Frank Sinatra Dr. 78696 HIGHWAY 111 2220 KETNER BLVD. OF PROJECT COMPLETION 1 ) SLEEVING / GRADING '�e,,��cy� Palm Desert, CA 92211 ► A QUINTA, CA 92253 SAN DIEGO, CA 92101 CERTIFICATION ,�qy P. (760) 36Q 6305 a. Sleeve diameter, type depth and location 2,� 'o F. (76Q) 36D-6824 760-771-6141 619-233-4464 A. A Licensed landscape architect, or other qualified professional in a b. Sall surface dralnlage, elevations and oN40 PROJECT MANAGER:TIM DAY CO NTACT: PAUL PATES CONTACT. related field, shall conduct a final field observation and shall provide a trash (including weeds & rubble) pqs INDEX certificate of completion. The certificate shall specifically indicate that V°� c p p IY '�►�• �r' 2) HARDSCAPE / BOULDERS-COBBLE CONSULTANTS T-1.0 TITLE SHEET the plants were installed as specified and that the irrigation system a a. Sidewalk and wall layout L-0.0 MATERIAL LEGEND & NOTES was installed as designed. b. Utilities location SWA GROUP L-1. 1 MATERIAL LAYOUT PLAN B. Certification shall be accomplished by completing a certificate of c• Boulder type,size, weight and placement LANDSCAPE CONSULTANT L-1.2 TOT LOT PLAN ENLARGEMENT completion and delivering it to the District, cirt or county and to the 580 BROADWAY L-1.3 PATIO AREA PLAN ENLARGEMENT& DETAILS 3) IRRIGATION SYSTEM ROUGH-IN owner of record. (See example) SUITE 200 L-1.4 SPLASH PLAYAREA ENLARGEMENT & DETAILS a. Trench depth W; w w_ LAGUNA BEACH, CALIFORNIA 92651 L-1.5 TRELLIS DETAILS 1 CERTIFICATE OF PROJECT COMPLETION b. Pipe size and class PASEo " a P: (949) 497-5471 L-1.6 TRELLIS DETAILS 2 c. Pressure test (125 psi for 6 hours) - F: (949) 494-7861 L-1.7 PAVING DETAILS Project Name: Parcel Map or Tract 0 0 W PROJECT PRINCIPAL: MONICA SIMPSON L-1.8 HARDSCAPE DETAILS No.: 4) PLANT MATERIAL (trees & shrubs) Q PEoo L-1.9 WALL AND STRUCTURE DETAILS a. Condition 0 PASEO DEL CORAZ©N a EL COWON b. Type �� ROBERT HIDEYARCHITECTS L-1. 10 METAL WORK DETAILS ProjectL-1. 11 METAL WORKAND SITE FURNISHINGS DETAILS + ` 7585 IRVINE CENTER DR. STE 200 c. Placement Location: IRVINE, CA 92618 L-1. 12 POOL EQUIPMENT ENCLOSURE DETAILS ❑ L-2. 1 IRRIGATION PLAN Maximum Water 5) GROUND COVER Decomposed granite} J y - - 1550 CO WARD MARTIN L 2.2 IRRIGATION DETAILS Allowance: a• Type Q CONTACT. ED L 2. N DETAILS 0! In hundred cubic feet) b. Depth and spacing K 3 IRRIGATION ( � w= L 2.4 IRRIGATION DETAILS P " C. Coin action - W D.D. PAGANO ti �_ -� L 2.5 W WATER CALCULATIONS fi IRRIGATION CONSULTANT Estimated Total Annual Water Use: _ L-3.0 PLANTING LEGEND & NOTES " g VENUE FINAL Sr N � " 4705 EAST CHAPMAN AVE E L-3. 1 PLANTING LAYOUT PLAN s a . Irrigation atlon � n ( ORANGE, CA 92869 , :, L-3.2 PLANTING DETAILS • wiring __ _ 714 771-9200 PHONE H `. hundred cubic feet) Valves, boxes and g ( ) * Controller operation L-3.3 PLANTING SPECS I, (714)771-9202 FAX ' ' ' indicates Sprinkler, bubbler and or drip I NATRA Preliminary Project Documentation Submitted: (initials I i p , p FRANK s WATER USE CONCEPT emitter type, flow rate and submittal) FRO.JEGT BUTSKO UTILITY DESIGN, INC. a quantity per plant. LOCATION ELECTRICAL CONSULTANT STATEMENT 1 . Grading design plan Overall operation 74-130 COUNTRY CLUB DR., * n .t.s. 1. ESTIMATED ANNUAL APPLIED WATER USE DOES NOT ' As built VICINITY MAP SUITE 102 RELY ON RAINFALL THEREFORE, WITH RAIN, THE 2. Landscape design plan b. Tree staking PALM DESERT, CA 92260 � . (760)601-3390 PHONE IRRIGATION SYSTEM RAIN SHUT-OFF SWITCH WOULD FRANK SINA,RA C. Overall T 3. Irrigation design plan (760)346-8518 FAX EMPORARILY RESTRICT IRRIGATION, USING LESS �'' ABOVE Key Plan NOTE SHOULD ANY OF THESITE POTABLE WATER; 4. Irrigation schedules INSPECTIONS FAIL AFTER 2 ATTEMPTS STANTEC 2. THE IRRIGATION SYSTEM IN SHRUBS ARES IS 10 REVISION THERE WILL BE A FEE ASSESSED FOR ANY GERALD CIVIL ENGINEER ENTIRELY DRIP IRRIGATION, THUS MAXIMIZING 9 REVISION Post installation Inspection: (initials indicate completion) RE-INSPECTIONS. 73733 FRED WARING DR., SUITE 100 8 REVISION IRRIGATION EFFICIENCY AND MINIMIZING WATER 7 REVISION FORD DRIVE PALM DESERT, CA 92260 6 REVISION A. Plants installed as specified LOSS; 760-346-9844 PHONE 5 REVISION 760-346-9368 FAX 3. OVERALL, PLANTING DESIGN IS XERISCAPE IN 4 REVISION B. Irrigation systems installed as designed '�F NATURE AND CONSISTS OF MOSTLY 3 03/014/2007 3RD CITY PLAN CHECK FRANK SIN TRA DRIVE �9y DROUGHT-TOLERANT, LOW-WATER USE PLANTS; 2 02/08/2007 2ND CITY PLAN CHECK MARLD BARTELS 1 01/11/2006 1ST CITY PLAN CHECK Comments: o ARTIST 4. TURF AREAS HAVE BEEN KEPT TO A MINIMUM T 0 2307#7 LAGUNA CANYON ROAD REDUCE THE TOTAL AMOUNT OF WATER USE; Revisions A copy of this certification has been provided to Owner/Developer and District o LAGUNA BEACH, CA 92651 5. ALL CONTROLLERS ARE EQUIPPED WITH RAIN North COUNTRY CLUB DRIVE w U.S.A. SHUT-OFF SWITCHES TO MAXIMIZE WATER Comments : 949-494-4408 PHONE CONSERVATION; ROVED - 0 949-497-3293 FAX 6. SHRUB AND GROUNDCOVER LAYOUT IS SPACED TO APP m Fl t.ANDSCAPE P KAGE w BETTER FIT THE GIVEN CLIMATIC SITUATION. scale I certify that the work has been completed in accordance with Z( Z Z HovLEY co Date Coachella Valle Water District Landscape and Irrl ation Guidlines. > 05/02/07 DELTA ONE y p g a a o \,��NEEAS�T .�O< 'These plans have been reviewed by the Coachella Valley Water District in accordanceoT E 'v' ion 1 Cha ter 3 Article 10.8 Section 65597 et s . � R with Water Code Title 7, Division p eq W o U requiring efficient landscape and irrigation design in cooperation with the local Phase Architect Signature Date License No. z Landscape 9 0 0 S T R C governing agency (City or County). "Approval of this drawing by CVWD staff does not PHASE Number constitute approval to encroach into district and USBR Rights-of--Way. Trees, plants, TYwNso1 walls, and permanent structure of any kind may not be planted or installed in CVWD and USBR easements or right-of-way without first obtaining an encroachment permit Drawing Title from CVWD. TITLE SHEET APPROVED BY: APPROVED BY: DATE WATER MANAGEMENT SUPERVISOR e roG Under ServOce Alert Drawing Numb"ECEIVED CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR � I�i,� Call: TOLL FREE .� 1-800 227-2600 .?;R�.sE +'? DATE DATE NOTE : TmlG � REV. SHEET REVISIONS APP. DATE NO TREES SHALL �3E FL�NTED J�IITHIN G . EASEMENTS OR TWO WORKING DAYS BEFORE YOU DIG RIGHT-OF lNAYOS GENERAL NOTES SPAN 1 SH WALKRECREATION POOL AREA 1. Verify site information, including properly lines, easements, buildings, MATERIALS SCHEDULE SYMBOL EY DETAIL# ITEM POOUFOUNTAIN ELEMENT PALM DESERT, CALIFORNIA roadway curb and gutters, utilities and other information affecting the scope MATERIAL COLOR TYPE FINISH / REMARKS of Work included on these Drawings. Utility information may include storm SYMBOL KEY DETAIL# ITEM MATERIAL COLOR FINISH REMARKS P-1 drain, sewer, water, electrical, gas, telephone and cable TV. More specific PAVING JR. OLYMPIC POOL REF. CAL POOLS DWGS.��JJJI utility information is indicated on the Architect's plans and site Record CONCRETE WALK C.I.P. CONCRETE " TYPE 11 Cement,MED. $AWCUT JOINTS Drawings available from the Architect. The Contractor shall contact the PV-1 1IL-5.1 PAVING 4 Thick NONE BROOM FINISH P-2 WHIRLPOOL SPA REF. CAL POOLS DWGS. Architect for direction on how to proceed if actual site conditions vary from what is shown on the drawings. BRICK RALREG BASKET WEAVE PATTERN 4'V-2 5 TO 9IL-1.8 BRICK PAVING STANDARD 8" BORAL BRICK GROUT:ORCO'OPS FLUSH MORTAR JOINTS SOURDOUGH/NUFAD• _ SHEET WALL WATERFALL See Detail See Detail REF. CAL POOL DWGS. FOR P-3 2. Excavation in the vicinity of utilities shall be undertaken with care. The L-1.4 FOUNTAIN MECHANICAL Contractor bears full responsibility for this Work. Any damage to utilities 6/L-1 7 C.I.P. CONCRETE Davis LIGHT caused b person, vehicle, equipment, or tool related to the execution of PV-3 POOL DECK PAVING 4"Thick Integral Color #5447 SANDBLAST $AWCUT JOINTS SHEEP y any P8/I--1'8 FINISH P� L-1.3 PATIO FOUNTAIN See Detail See Detail REF. CAL POOL DWGS. FOR he Contract shall be repaired immediately at no expense to the Owner. "Mesa Buff' FOUNTAIN MECHANICAL AMARILLA FLAGSTONE, STONE:NATU RAL.W-MTO PRODUCT AVAILABLE FROM PV•4 4/L-1.8 MORTAR SET AND GROUTED SAND,MINIMIZE ORANGE PART #W093 3. The Contractor shall notify Underground Service Alert: (USA 6/L-1.8 PATIO PAVING GROUT:ORCO%W VALLEY BUILDING MATERIALS SHEET , TIGER DRYLAC REF. CAL POOL DWGS. FOR Tmlor Woodrow Horne, Inc- ON C.I.P. CONCRETE SUBSLAB SOURDOUGHINUFAD• P� 'WATER WEAVE BY WATER ODYSSEY 16745 W. Bamard Dr., 1-800-422-4133)48 hours prior to any excavation. MORTAR 760.391.9713 L"1.4 WATER FEATURE RAL 5019 FOUNTAIN MECHANICAL s,dto 140 (512.392.1155) San Diego, CA MM27 Install in 2" Lifts and Compact to 95%, PART #W010 TIGER DRYLAC REF. CAL POOL DWGS. FOR 10/L-3.2 DECOMPOSED GRANITE New California Gold Available from KRC Rock Su P� MUSHROOM MAZE BY WATER ODYSSEY LAYOUT 81 MATERIALS NOTES Pv-5A 11/L-3.2 2" DEEP D.G. Supply SHEET MULTCH 760.744.1036 L-1.4 WATER FEATURE (512.392.1155) RAL 5019 FOUNTAIN MECHANICAL 1. The Contractor shall layout and verify all dimensions prior to construction. 10/1--3.2 Install in 2"Lifts and Compact to 95%' PART #BB-UP-001 Laguna Beach PV-5B 11/L-3.2 DECOMPOSED GRANITE PAVING 4" Deep in 2" lifts New Califomia Gold D.G. Available from KRC Rock Supply SHEET 'BUBBLE UP' TIGER DRYLAC REF. CAL POOL DWGS. FOR Sausalito Any discrepancies shall be brought to the attention of the Architect " '' •• ST-ABALIZED 760.744.1036 P-7 BY RAIN DROPS ( ) L-1 A WATER FEATURE RAL 5019 FOUNTAIN MECHANICAL Los Angeles immediately. Do not proceed with Work without consulting the Architect. • - UNITED SPORTS SURFACING (800.343.6063) San Francisco ++++`�+,4++++++ PV-6 10/L TO -1.7 TOT LOT SURFACE OF AMERICA, INC. RUBBER JUNGLE PREMIUM FOLLOW MAN. SPECS. T LOT Dallas o n 2. Written dimensions take precedence over scale. ++++++'+++++++*+++++++ SHEET CUSTOM PLAY STRUCTURE MULTCH SHRED WHEN INSTALLING + See Detail See Detail See Detail #11913826-1-2 OR CHAD BARRY REF. COAST RECREATION JOB C.I.P. CONCRETE Davis L-1.2 BY COAST RECREATION 580 Broadway 3. For handicapped standards, verify compliance with "State of California I I I I I I Pv-7 1/I--1.8 CONCRETE STEPS #5447 Light sandblast Finish 77 S 714.619.0100 Suite 200 Standards For Handicapped Persons. and A.D.A. (Americans with 2/L- "Mesa Buff" SHEET SADDLE SPINNER REF. COAST RECREATION JOB 1.8 Integral Color Concrete g Laguna Beach CA 92651 Disabilities Act), latest editions. Q T-z L-1.2 BY COAST RECREATION See Detail See Detail See Detail #11913826-1-2 OR CHAD BARRY Fax 9 4 9 .4 9 4 .7 8 61 -�r PRECAST CONCRETE Davis PV-9 6/L-1.7 POOL & SPA COPING Integral Color Concrete #U47 Light Sandblast Finish LIGHTING 714.619.0100 9 4 9 .4 9 7 . 5 4 71 4, Where dimensions are called as "equal", all referenced items shall be "Mesa Buff" spaced equally, measured to their center lines. REF. L-1 ELC. ENG. UPLIGHT PV-10 3/L-1 7 See Detail See Detail See Detail See Detail REFERENCE ELCTRICAL ENGINEER'S DRAWINGS `p,NDSCgp 5. All measurements are to face of building, wall or other fixed site SAWCUT JOINT DWGS. F,VPL.Sim PSDN q,Q� improvement. Dimensions to center lines are indicated. REF. ? PV-11 L-2 ELC. ENG. BOLLARD REFERENCE ELCTRICAL ENGINEER'S DRAWINGS w EJ 2/L-1.7 EXPANSION JOINT See Detail See Detail See Detail See Detail DWGS. Ofc� -+ 6. Install all intersecting elements at 90 degrees to each other unless sr nature •e REF. Exp. oate 09.30.07 otherwise noted. •• • L-3 ELC. ENG. TWINKLE LIGHT REFERENCE ELCTRICAL ENGINEER'S DRAWINGS Ar PV-12 7/L-3.2 VINE POCKET AT TRELLIS See Detail See Detail See Detail •i DWGS. 7. Project manual (contract specific actions) is fully part of these Contract �F CAUFD��\P Documents. The Contractor is responsible to fully familiarize him/herself v v v v v Davis seeded Eposed REF. v v v v v v PV-13 1/L-1.7 SPLASH/PLAY PAVING TYPE A 4"Thick Integral Color #5447 Aggregate Flnlsh, $' Type 11 Cement L ELC. ENG. FOUNTAIN LIGHT REFERENCE ELCTRICAL ENGINEER'S DRAWINGS with the Specifications and to have them with him/her at the job site at all v v v v v ^ Salomon Bay lace DWGS. times. Mesa Buff" Rock) REF. ❑ ❑ El Davis El ❑ PV-136 1/L-1.7 SPLASH/PLAY PAVING TYPE B 4"Thick Integral Color Davis arc=Fkish Type 11 Cement L-5 ELC. ENG. MASONRY/STEP LIGHT REFERENCE ELCTRICAL ENGINEER'S DRAWINGS 8. Contractor is to verify all lead times. El ❑ ❑ ❑ ❑ ❑ "Mesa Buff" DWG'S. WALLS & STRUCTURES REF. 9. Contractor is to install HLQ-125 Sinak Sealant at all concrete pavement per L.6 Stucco:Sherman Williams ELC. ENG. TRELLIS LIGHT REFERENCE ELCTRICAL ENGINEER'S DRAWINGS manufacturer's latest printed instructions. s_1 Grout:Orco"OPB Nufad'4/L_1.9 PATIO WALL STUCCO CLAD CMU SW8381 Anjou Pear See Detail Waterseal all Stucco, DWGS. BLOCK W/BRICK CAP Brick:BORAL REGENCY Flush Mortar Joints 10. Contractor is to shim to level all planter pots with materials to match pots. aS-2 Stucco:Sherman WiliamWaterseal all Stucco, PLANTER WALL STUCCO CLAD CMU 1/L-1.9 SW6381 Anjou Pear See Detail 11. Quantities stated are for owner information only. Contractor is responsible to BLOCK W/BRICK CAP Brick:BORAL REGENCY Flush Mortar Joints Grout:Oran"OPB Nufad' provide all materials as shown on plans and details as called for in stucco:Sherman Wfllama CHEEK WALL AT STUCCO CLAD CMU Specifications. _ sws3al An Pear p S-2.1 7/L 1.10 1D1 ENTERANCE BLOCK W/BRICK CAP Bride:BORAL REGENCY See Detail 2/L-1.8 Grout:Orco"OPB Nufad' CHEEK WALL AT STUCCO CLAD CMU Stucco:Sherman Williams S-2.2 SWE3381 Anjou Pear See Detail 7/L-1.10 CITRUS GROVE BLOCK W/BRICK CAP Bride:BORAL REGENCY Grout:Orco"OPB Nufad" ABBREVIATIONS AND SYMBOLS Stucco Sherman Wiliam S-3 5/L-1.9 POOL WALL STUCCO CLAD CMU SW6381 Anjou Pear See Detail Waterseal all Stucco, N.A.P. NOT A PART- TYP TYPICAL BLOCK W/BRICK CAP Brick:•B� mod. Flush Mortar Joints Stucco Sherman Williams TYR TYPICAL STD STANDARD s-5 3/L-1.9 SPLASH/PLAY AREA STUCCO CLAD CMU SW6381 Anjou Pear Waterseal all Stucco, 5/L-1.9 SEATWALL BLOCK W/BRICK CAP Brick:BORAL REGENCY See Detail Flush Mortar Joints Grout:Oroo"OPB Nufad' CLR CLEAR SJ SAWCUT JOINT STUCCO CLAD CMU stucco:Sherman Wllllams S-6 CITRUS GROVE SEATWALL BLOCK W/ROLLED sW8381 Anjou Pear See Detail Waterseal all Stucco PA PLANTING AREA EJ 5/L-1.9 MORTAR CAP EXPANSION JOINT KEY PLAN EQ. EQUAL + R.P. RADIUS POINT STUCCO CLAD C.I.P. Stucco Sherman Williams S-7 2/L-1.9 MAP TABLE CONCRETE sw6121 Whole wheat See Detail See Detail W/TILE MOSIAC TOP _ _ - „ ,. CENTERLINE �� ALIGN SHEETS: STUCCO CLAD stucco:Sherman Wiliam Waterseal all Stucco _v L-1.5 POOL TRELLIS W/ Sw8381 Anjou Pear S� MASONRY COLUMNSerman SEE DETAILS FOR _ __ _ _ _ _ _ _ 1►pr►q, �•� _ _ CCL CENTERLINE OF COLUMN MIN MINIMUM L-1.6 MISTING SYSTEM W/WOOD TRELLIS, Wood: Kafft ice Stucco Finish to MISTING SYSTEM Match Arohitectu •°• �' PRECAST CONCRETE HDR STEEL HEADER & AND BASE AND CAP •t 't .•11 - qr� b MAX MAXIMUM T COMMUNITY MAILBOX REF.ARCH. DWGS. REF.ARCH. REF.ARCH. REF.ARCH. DWGS. _ + y A n DWGS. DWGS. v z s e TBD TO BE DETERMINED W1 WITH SHEET: SLUMP BLOCK ANGELUS BLOCK SACK FINISH s-10 L-1.12 EQUIPMENT ENCLOSURE "MISSION" MFG MANUFACTURERS LA LANDSCAPE ARCHITECT k - ` 7/L-1.9 BASIN OVERLOOK WALL HIGHLAND STONE TUSCANA BLEND SIERRA BUILDING SUPPLY, r S-11 FONTANA,CA 4-'-":" T.W. TOP OF WALL F,S. FINISHED SURFACE PRODUCT 709.355.6422 .0M If El F.G. FINISHED GRADE S.E. STRUCTURAL ENGINEER METALWORK LL STRUCT. STRU TUAL ' F-1 1/L-1.10 POOL FENCE STEEL TUBING Sherman Williams Prime and Field * a _ _ C DWGS. DRAWINGS Paint ca #SW7020 Blade Fox See Detail _ 4 i Lk • I_ I `ir�i isr r�t11r ENG. ENGINEER P.A. PLANTING AREA Sherman Will Prime and Field 1/L-1.11 STEEL TUBING POOL GATE #SW7020 Blade Fox Paint See Detail � , NAT POOL MAINTENANCE Sher FRANK SI RA man Williams Prime and Field • • F-2B 2/1--1.10 STEEL TUBING _ GATE #SW7020 Blade Fox Paint See Detail Key P I a n All members to be - ``'• "' - - -i- F-3 11/L-3.2 STEEL HEADER 4 10 REVISION"X 4" Ryerson Steel galvanized steel www•Ryerson.com _ __ _ 9 REVISION - Header,W/Steel Stakes e - - 8 REVISION F-4 3/L-1.10 GARDEN GATE STEEL TUBING Sherman Williams Prime and Field 7 REVISION #SW7020 Blade Fox Paint See Detail 6 REVISION 5 REVISION Sherman Williams 4 REVISION F� 4/L-1.10 DECORATIVE STEEL EDGING STEEL TUBING Prime and Field See Detail #SW7020 Blade Fox Paint 3 03/014/2007 3RD CITY PLAN CHECK 2 02/08/2007 2ND CITY PLAN CHECK F� 1/L-1.12 EQUIPMENT GATE STEEL TUBING Sherman Williams Prime and Field See Detail 1 01/11/2006 1ST CITY PLAN CHECK #SW7020 Blade Fox Paint Revisions F-7 2/L-1.8 HANDRAIL GALVANIZED STEEL Sherman Williams Prime and Field See Detail TUBING #SW7020 Blade Fox Paint North 6/L-1.10 Sherman Williams Prime and Field GARDEN FENCE STEEL TUBING #SW7020 Blade Fox Paint See Detail SITE FURNISHINGS PRECAST CONCRETE: Manufacturer: QUICKCRETE Scale NTS FR-1 3/L-1.11 BENCH Series: "ALCAZAR" C-1 Natural T-1 dad Efoh www.qurdccrete.00rr Date Q2AZ72B Model Phone: (951) 737-6240 05/02/07 DELTA ONE m FR-2 CHAISE LOUNGE BY OWNER BY OWNER BY OWNER BY OWNER Phase PHASEI Precast concrete Manufacturer: QUICKCRETE Job Number O FR-3 4/L-1.11 TRASH RECEPTACLE ORSA2736W C-1 Natural or Sim. T-1 Add Etch www.quickerete.com TYWN601 SAN ANTONIO W/21 LID or Sim. Phone: (951) 737-6240 FRS 5/L-1.11 Dura Art Sone#4-PT-7 S-18 Stone Gray Light Sandblast Drawing Title PICNIC TABLE MATERIAL FRS PICNIC TABLE TYPE B BY OWNER BY OWNER BY OWNER BY OWNER LEGENDS AND NOTES 1ST E y0G Under ground c Service Mort Drawing Number � Call: TOLL FREE ''� 1-800M 0 L= 1 TWO WORKING DAYS BEFORE �ORE YOU DIG • 0 SwAGroup low% PEA■tom e ' ' � 1 � 1:M �� a•i• _ ,��• *ii =��i • Ila'E A s it #= # �� . i� ��. 1 1 f # ... Rs .#s�r ' ws. �- #" �/w'�� Aar �# -`I >• ia. Up • r \�\a • t • • • '` - . . - _. ® •• ii+Yl aLii#iyt U�w i #r .. # s :. ♦� 1..'!u�i_a�#wr]�Iw� #�.a �"Y'ft:��1##" � � _f/-• # �-.. rr �# •• NMI! '� •r { air a • _ l::I;ir i • 1,�'•i' i -i Ili KZ- FAM, ri 1` Ir � � � � its •arY 1 SWA " ial t i —WAWA • • 1�#iaj .#14 i��j r"i'.f'y`►... s� ,'124 11, t�lr,w. t .w r. i �.� r�:.. ..� ,. . ; - -•� �• • �-- a;: :�� . ►,.` .:a ---,�: s.� l7 I 0(1 '� / 1 r i 1 i - ;. ►- � N � r r, i. ,. _ 1� # a 1. #:. _ _ ��. "' �� - - . • '• . � �� ..ill.rl( iL. #� EVIAM VIA ..� '.t_ 1�.. /lh 1� rn 1_ II�I� 1� alommo •-•�. • � � Vwk. 9 - � � —..__ �� # it ##'_rrr i 1 - ' .-,;. � �Ir Iw. - i� � # • i �a 1 ma I — ON . � �� , ��f .. .. • • . . ��I Lam_1'! '� � � � _ yy 1 • ♦ I u ! aii;: i' 3 r.�..t i"�"�sj**j{{��'`7�{{xkc}''k. ;1+ Y ��'?� '., � . ■ �� . . . . �/, ■ _I11lIt1klf l'_ IltiEllllll_ III., - • . • -• • r • 1 i +.'.'t*3' > 1 �:.. yl. _r - -7----Ellt:- N1i1-� INV �., . -• � ..-,�. �. .. ��►�_ ._ . ��e��,� �!� Tel � � �� ,• � � � fir, � �� ,,,I,�i � �iiiM�e�..�� i�■ � "�� •fit . � � � � ►_. o� i� WI IN i II■imisIIC.IIN�■1011 i10111■�■IN11 i 1I■1■1■11�i�1I■1■� 1��■ ♦ ■.Ind•.�,._nuulu�.i_._■u.•■lu_.:��•_■u■u■u._.:�:.�uu..lu�._._.n...lo_.�u:�:uu. [_ ___gee ell ■e■11 �■�r�■�� III■�■�■�� III■�r�■�� III■�r�■�� II�■�■�■�i� �S■INI�� ■e� 0 MA ■�■ ■��.�.�■� ■ III■I■I■I 1 III■I■I I� �I■I■I■I I III■I■I■I■ ■I■I■III■It- =ism�_ Ilv �i� i■i i■i I�i■I■�■i�_��i■i�i ��i■i■i■i�=��I�■1.1-1910m i� ■�..�._..�.amp...r.l�-�..fi.�..�._.......rn�..■.�..■..r.�.w.�.�.�...-.-�w.�.�.-...._. .i� ..lu_.:w._.un..l.._._._uu..u._c�:.�uuu.lug.:�:._..u..ln_._._nE...u._._n�.►�.u.'I I .� � • j � • - i s f ` - I � ■ems - • . - . . ■ � ICI �� ' ` � _� j W �� ►e Imp L PAO 100 • . ot _ . PA ■ �... � •'� �• fit• �% �� .+/ ��! •.� �.� , �s r� ��1 .� f IV J Fla pop t IM pt Pr ' r ■�! i��e � ■�III��N�� I/! / � �/ 1,., --------------- na�� 1 liter f( f f O . • €.- A !Fllk#FtiltrUi.MF[li#IiklEllllU r • rRilliitilliki€lilti<llili!#kF8lk"llii#th f �`i �•', IN# - ti,, .sue 4a• ,a►. ` ♦y • ; • . Itwr��`tir"�.� .w '�a'-" �,`#F"�r�>rl►'�\r� • 'ILop ,y i`_.� � Ir '`��► •/riCa�. s� E>t#j t1 4> ` // 0 Now . ��ylt+'tr..�kw1,11t yrt�'S.' �'�r��!� �� .''�11�ti�"i1�.�� • • WIN ' , ' s� ��„ `'��s+rvYT��l +J�•rs� /.,a►_� �"' w1tiM �/��+►iii' _ � 1 11. • • I FA ou • • _ # •� w . 90FAIII, _ _-- ---- - -- - • ra, ww ■ • _ ■ . w _u� y�rwll wi - �7 �� •..� �� ' � # "� 1�1''� t-S11-. ��1t(}..IIIII�_.• �#i= � � ,:• �iMlll��"L�,( ;llww..: its - W"H -. 7 �JL'_ ..._ �. �nn199� _ E _ ♦ _ 'a i +lam 1# r NNN�� 1 1 1 . • r � �� wrs "� r: rw Nl♦.r �/an ��_, .w► far "aG �'# ar♦ - - �_�■-tS3.liar' {#.1 i#�w;� .\r7f1i irr F# ilrs• ear .:,. if iwR It I„w< 'A• r1 UX- 1 __ Y111 .; Is I jr�1'wy��w\ #ria � � , �. �- _ 1 s � •�t- ., . . _ wr i it # - w I I I I I � • I I I I • I I I � I I I I � I I � - I I I I I I I I • � • I � • � Rim SPAN 1 SH WALK RECREATION POOL AREA PALM DESERT, CALIFORNIA • J `�� J � � _.__.. Yam. FT1 ....... E- JI J -- 4- -+ - -- - - -- { I + + - - -- - .'".. _- I � Twior Woodrow Homes, Inc. - - -~ 1"45 W. Bernard Dr., ... ...-- - - + J Stilts Sao -- - - t - + -- San Diego, CA 02127 +- + +— +- +— + + Jsz,� + 4— + J J J + + —i— —+ -+ +- � J Laguna Beach �- -+ J- - 4- + + -+ + + �� +- --� + -+ + + +- + ---�--- -+ Sausalito J ( ✓ Los Angeles J ISan Fra J + t + + _4 + 2 + + + + + + + J + J Houstonncisco I _ Dallas J J + J +- - -I + J J J J + -J + J - + J- - J 153590 580 Broadway ORBIT R / t Suite 200 + + + MIS + J + + J + + + + + + + �J_�' Laguna Beach CA 92651 + J �f Fax 949 .494 .7861 � �111363 + + + + J + + + + + J TALK ll� -� 949 .497 . 5471 • • • L/ + J J „� J -- +- + + + 2 +- -+ + +- + + + J J J J J --4-- RALJ J J+ -4- O SDI M PS pPFq,P �,e''� € J� J + J + + + - - J + - +- -- J-,3M66 J J W . . , 111363 KIM= COOL - _.(1J 1469 + � _ Im SAL -( Signature 0 9T IHORIZONTAL 1 6 + J � POor Exp. Date: D9.30.07 . . . > . . LADDER -+ J + -- + -+ -+ + + 4- s�qT Date ��P J OF CALIF 72 ,3D3o0 + +- + + + + -+ + +- - -- EX - �. . . . -4 _j_ 72 T ' 11141111111 148535 1 ' -- + � + F�Imuff k1 AIpFIpLp/IgC C p/11�1 IrDHOLD PANEL __ - + + + + • + -+ ~J + 1225 + + J J { 1 908 CLIFF CUMBER - DEC LINK H - -' '~ + + + + �s c W/H RAILS + + + 12 � Z� H ZE c> 3� ,I 4.Q THREE � J � .. �-•� , 32 + J + J J ,IU45 24 + + J 4s4cR 2 8 +- -+ -}- EW J + + 4- 146531 16 + + -- - . . - _..- 3Y DIM 1no Roof ®_._w.-✓ SURING 10" SU-A-C ING 10" TO -° �1 �1 +F " R - TRANSFER r + + + + + + + J + MOD�1 E -T t • ' �.J�`J J >- -}- -- J J + J J JJ . . . . + . . . J +— J + • I ,JJ Note. Refer to Chad Barry at J'. J . . . Coast Recreation (714) . . . . . . . . .J J . . > . . . J 619-0100 Extension 205 for specifics on Tot-Lot equipment. � { 4 � 1 3 SCALE 1 /4 11- 1 -011 1 cr_ i e'e �. s I !j I _ I� FRANK SINATRA Key Plan y 10 REVISION 9 REVISION 8 REVISION 7 REVISION 16 w 5 REVISION 4 REVISION 3 03/014/2007 3RD CITY PLAN CHECK 72 Exr. 2 02/08/2007 2ND CITY PLAN CHECK r 1 01/11/2006 1ST CITY PLAN CHECK 72 F . "S r �. Revisions North r 32 N " £ 32 P 40y. _ F.• �� 32 Scale H it V •_"4 I 1 o- a 6 Date 05/02/07 DELTA ONE Phase PHASE Job Number TYWN601 Drawing Title STAND UP SPINNERS 1 CUSTOM PLAY STRUCTURE BY COAST RECREATION TOT LOT NTS ENLARGEMENT PLAN � e roG Under El E C E:„— ., ground Service AO*rt Drawing Numb& _ 7 ,:Y7 ll'II� Cali: TOLL FREE r K.li WORICS�EPT 1-800 227-2600 L= 1 ■ 2 TWO WORKING DAYS BEFORE YOU DIG SWAGroup -� SPAN I SH WALK SEATWALL AT BUILDING � RECREATION REF. ARCH. DWG'S. COMMUNITY FITNES ROOM POOL AREA MAILBOX CLUSTER PALM DESERT, CALIFORNIA REF. ARCH. DWGS. PATIO FOUNTAIN SEE DETAIL X/L-X.X Dr� EATWALL BUILDIN RE RCH. DWGS `,' Taylor Woodrow Homes, Ina. 16745 W. Bernard Dr., state 140 /} San Diego, CA MM27 L.. COMMUNI OMMUNITY MAILBOX IS LBOX UNITS RCH. DWGS. ( EF. ARCH. S. , Laguna Beach Sausalito Los Angeles C ETABLES & San Francisco Houston CHAIRS Dallas BY OWNER 580 Broadway Suite 200 3 � Laguna Beach CA 92651 L-1.3 -, CONCRETE Fax 949 .494 .7861 SEE DETAIL 1/L- 9 4 9 .4 9 7 . 5 4 71 ��c�F.oP�,•SIMPSO�'y.Ql' y Signature Fountain E9. Date: 09.30.07 3' WALL SEE DETAIL 4/L-1.9 Mech. ' \P 4' WALL SEE DETAIL 4/L-1.9 FOUNTAIN MECHANICAL VAULT REF. POOL DWG S. Dote 5 WALL SEE DETAIL 4/L-1.9 PATIO FOUNTAIN SEE DETAIL 1/L-1.3 sgrFOF CALIFO�� V WALL SEE DETAIL 1/L-1.3 a,--------- F71 .n er. a E J\ ✓ _ 2 PATIO AREA PLAN PLANTING AREA FOUNTAIN PATIO WITH MAILBOXES SEE DETAIL X/L-X.X PATIO AREA NORTH/SOUTH SECTION 1/2'=I.-0' 5EGTI ON BELDAN JUMBO NORMAN +�, BRICK GAP REF. MATERIALS �� 1 -0 LEGEND ` o STUCCO FINISH, MATCH POOL . WALL FOR COLOR AND FINISH METAL 50REED, TYP. • I 1 STUCCO FINISH, MATCH POOL l WALL FOR COLOR AND FIN15H l ' TILE FIN15H, BETTING BED, BRICK GAP, BELDAN 4 WATER PROOFING, TYP. JUMBO STANDARD VE WATER BRIGK5 REF. MATERIALS CONCRETE BASE DECORATI II LEGEND PER CIVIL ENG 1 NEER • EMITTER 0fan&aam 1 TILE FIN15H AND 5ETTIN6 BED, TYP. WATERPROOFING, TYP. TILE FINISH, SETTING BED, WATERPROOFING, TYP. WATERPROOFING, TYP. _ FRANK SINATRA TILE FINISH AND • Key Plan GROUT SOLID ALL CELLS 5"xiDN16" GMU BLOCK 5E77ING BED, TYP. EXCEPT THOSE W/ 10 REVISION STEEL REINFORCEMENT PER FOUNTAIN PLUMBING STRUGTUAL ENGINEER WATERLINE • 9 REVISION 8 REVISION TILE INSERT, DESIGN BY PER5IMMON DE516N FOUNTAIN WALL 8"x8"x16" GMU BLOCK 7 REVISION 4'-0" 5ETTING BED BEYOND 6 REVISION STUCCO FIN15H 4 COLOR FOR RE I NFORG I NG 5 REVISION TILE BACK SPLASH, TO MATCH ARCH, REF. STRUCTURAL DW 4 REVISIONGS.DESIGN BY METAL 5GREED, TYP. 2 02108/2007. 2ND CITY PLAN CHECK 3 03/014/2007 3RD CITY PLAN CHECK PERSIMMON DESIGN EXPANSION JOINT, TYP. • 10"WATER EMMITTER PATIO PAVING 5EE METAL SCREED, TYP. 1 01/11/2006 1ST CITY PLAN CHECK TO BE SELECTED BY BELDAN JUMBO NORMAN DETAIL 4/L-1.5 LANDSCAPE BRICK CAP SEE MATERIALS Revisions ARCHITECT LEGEND • • LOPE TO DRAIN -�— FIN15H GRADE TILE INSERT ti �� North w DESIGNED BY -=-= -= 4 I: FOUNTAIN MECHANICAL PERSIMMON DESIGN I , •� 41 • • • BOX PUMP RETURN- �—DRAIN GRATE REF POOL PN5 S. — COMPACTED JI I 5UB6RADE Q I • • • Scale AS SHOWN r • all IN IN Date ;• • ° 05/02/07 DELTA ONE Phase PHASE Job Number TYWN601 Drawing Title PATIO FOUNTAIN PATIO AREA 5EGTION PLAN ENLARGEMENT E r Under �, PATIO AREA EAST/AEST SECTION o °a ground 1�CEIVE-r - ELEVATION ,�/// Seravoce Alert Drawing Number III,� Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG O SWA Group POOL WALL SEE DETAIL 5/L-IA STUCCO FINISH, TYP. 7VL-1 4WATERFALL SEE DETAIL SPAN I SH WALK METAL SCREED, TYP. 5' POOL WALL WITH BRICK CAP RECREATION TILE FINISH TO MATCH ARCHITECTURE N SETTING BED, TYP. WITH DECORATIVE TILE SEE DETAIL POOL AREA WATER PROOFING, TYP. 5/L-1.9 PALM DESERT, CALIFORNIA WATER EMMITER TO BE SELECTED wWA ER WEAVE" "BUBBLE UP" IN 24" DIA CUSTOM BY LANDSCAPE ARCHITECT 4' HIGH W/ 8' SPREAD S cn TILE SPHERE < 5/L-1.4 /A C.I.P CONCRETE FOUNTAIN BASE a VAULT �� v naaa❑ H v D D v v cc ❑aaaa❑ ❑ap nn n❑0000 ./ DRAIN aooa o❑anon❑❑a❑nn oanan o❑n v a vvvvvvv 000000000 V V V V V V V V aaaa V v v D D D a v v v II II v v a v V II V v v v D D vvv II 0000000 ♦�♦� PLUMBING FROM PUMP CTDIIDIIIIDDDDDDDVDIIIIDDD D DDDDDDIIPDDDDDD 00000000000 mid na Daa❑naann ' <C/ MECHANICAL V V V V A Q V v V v V v v V V 4 V v V V v V V V v v v v V V V D❑aaa D0000❑00 vvvv VvvDvvvVVIIvvv Dv VVvvVDV vvvv D❑aDDaaan❑nD "MUSHROOM I" GAP °p ° ° a n aaan❑aDaaann MUSHROQM MAZE ❑ n0 nDnaaaann v v vvv vvvvvvv ® ® v V D as ❑D00❑000103 4' HIGH WITH 8' SPREAD .an DDaa D D v ,t lla as 0000D0❑n000D DDD v t7 D D v v II D nDa aaa 00000 D❑D v v v (� a WET PLAY AREA WALL a Da ....aaaa❑0Dnaa0Da0❑ a0❑DnDa0D00❑00 vvvv 00D0a ❑000 nnnDOao vvvv Daa ❑a ........... ❑ oaoanaaaannanDaoona pDDannaaDDaaaan❑ --- a❑anaaD manna aaaa vvv anDnna PERFOs D❑a as DODa0D❑an 0000000000 as❑DOU000000 aD❑ aaaa aDaannDnaa ana Daaa nD DaDnaDaa RATED LINER W/ SEATWALLSEE D❑anD Da aDnnaDaanDDDaQDaDDn ❑00000000 Daoaan Daa0000 nDDDa i300000000 Vv D anaan000 T�glorWoodrowHom�a, Inc. 000000 aD 0D0aDDDn000❑❑0D0❑0a aDn as Daa--.aaaa D-D-Daa--D ❑ DanaDDaDD v v V V a❑a0a❑a0 v v ,��, W.Bernard�., DETAIL3/L-1.9 Daaana0 Da 00Oaa0aaaDaDananaD❑ nn naaa Da❑ v V V V v Da6aaaaa v v v ❑OaDaDo❑ aD a0❑❑DannaO❑DDDaa❑a❑ a DaDDaDDD ❑ a0❑a0 oODnnDaa sWb�� `+ TRENCH GRATE, TYP. 000000000 00 ❑a❑aaDaaaaDaaanan v V II v v v v v D0 ❑aanaDa V II vvvv DaaaDaDaa v v v v a son Diego, CAgZ'IZT J 00000000000 o 00-----aonpnn00 v v V V V V V V V V V V D V v V V v v aoaoann.DD v v v vvv V ao❑ana❑❑00❑❑ ❑ ❑a❑a❑onaon❑a V a V v V V V V V v v v v v v v v v v v v v v v v v v 000 ...aooa v v v v v v v WATERNw�� i� ❑a❑ODDnaoa❑an a 00an000❑0D D ❑0Dan000 an PROOFING a❑aanno❑❑nDoaD D aaaoaaDa vvvvvvvvvvvvDvvvv vavvvvvavvv vv vvvvvvv aaaa naD❑aaa ❑❑aaoanna❑❑aoa❑ a na❑nna V v V v v v v v v v v v v vvv vv V V v v v v vvv v v v ..❑aooa nn❑a0 a v V V V v v DooD a❑❑nnapn❑❑aa❑na n aaa❑❑ v v v D V D D D v v v v D v II II D v v D D V V II v a v v D ^ap❑Daa00000 R❑p v II II \7 V V 0000Da v Do0❑aaaaDoaa o aD v v v v V V V V V v v v a v v v a DDaaOaaoaaao OaaaD a 0000000 G.I.P. PAVING BEE DETAIL X/L-X.X nDanaoonnDn a 00000000000000 aaaa❑DDaaDnDaDaaaa D D II D D D D Vvv v v v v v v v v v V V a v v V v a aaaanDDa ❑anoaanao na❑00❑aonaaaDn naaaDan❑aaDaonn❑a V v V V V V V n na0Daanan j LagunaB e a Ch v v v a V v II II V V v II D v vvvvvvv nnoaD❑np❑o❑ onao0000000 00❑0000000❑000 V V v v naannp❑an y loor v v v v v v v vII vvvv vvvv 0aaaanaa❑a naDnoDaDDDD❑ aanaDDooaDnDD v v tT D D v D Daa00o❑0Da S a U S a l l LO WATER STOP II II D D DDD 4 D 4II II DDD D v v II D nDa DaDnaD Da nDn aaDDDaDDa DDaaaaDnDa❑ v D - v II V D t7 aaa❑DDnoaaDD v D v v v v V - v II v v v v v v v v v v ®aMUDD ann Doanaa an❑ana nnnaa annnooaan n aQannaaaDaa nn L O s Angeles a❑0Dn ❑a naDaanaDo Daa❑aDaaaD an anaaa v v v V v v v v D aC 0000000000000 Da vvvvv vv VV a 0a aDaDDaDaanaDa 88n FfanCISCO V V V v v 4 v v v vvvv v v v v V V Vvv ®n�ooa❑ aDnaaoaaD❑ ❑an❑oDDDDaon n❑on❑an Dpn❑naa ❑pnnpoa❑ ❑aaaa.❑❑ a V II v v D II v V v v v v j vvvv vv vvv ® vvvv vvvvvvv v npa ❑p❑0aa ON-0i- Houston : PLUMBING TO POOL MECHANICAL ❑DaanDoaaa a an Da❑❑o aaDD ❑aaaa ❑0 v D v v v v v v v D 4 V V v D❑ Da❑ a 0D0DD❑❑ v v v _ — V V V rl v V V V v v 4 v V V D v v D❑aaDaDna❑a❑❑❑DaD ❑D a ❑ no Q v v v v v v v v v V v V v Q a a van a❑ Da❑ao v V V V D a l l a 3 v v v v D II V vvv v V v D c7 a❑ DDn❑o❑noaDa❑aaaOD❑ Danaa oaD vvvv a v v V v v V Vvv v v v v D aaaa❑ Da❑D vvv D �..� I DDD v V v v D v v D v D D coo n❑❑nano❑n000a O❑aann noon a ❑ v a v v D v v D v v v a D v V v a D D Do Do ❑❑COMPACTED SUBGRADE ❑a❑o Damao❑0000Daoa000❑D aooDa a D aDDo❑Da0DD aa❑❑DnaaaoDaDna6aaDaD ❑DaD V V V 17 V V v V V V V v V V V V vvv V®VIIVv 580 Broadway III—III— v v 4 D v v v v II II v v II D aaca anooD❑nnDoaao❑aoaaona ooa• D v v D v II D v D v a D v II v v vvvv nn aa❑aaDa❑D —III—III—I I—III— VVVv vvv vvv4 v q a ❑❑❑ opa❑0❑naao❑❑np❑❑a❑❑❑an ❑ _— II—III_III_III—III I—III___ I _ 1 Da D❑ DD❑aaDOD n 0000130131300013130 VvvvVvvvv vvvvvvv - Do vvvvvvv sUlte 200vvvv vvvv 0000000000000000000 vvvvvvvvVvvvvvvv vD aaa a a aDn a13 vvIIvvvvv vvvvvvvvvv vvv D v ®ana❑ a s aaa.a a a n❑n a D❑a a a a❑o❑ p v v v v v v v v v V a v V V V D v aaan Do D a a n a❑a v v p D v v V a D Laguna Beach C A 92651 ❑ anon. a a❑❑DDaano❑anD❑aao❑a v v V vvvvvvv v v v v Vvv v I I- -III—I L-1.4 V V vvv V V V vv vvvv v no ❑❑n D❑ n❑pDD Fax 949 .494 .7861 v v v v vvvvvv vvv v 0a DoaDo o n0a0ano0oD000 Da Dn❑ ODD Doaa v v v v v v v v v v —I I I - aaan DoaD Dna ancoa❑OaDaDD v 4 vvvvv v 4 D II v D D v v 4 v DDD aaa Dana ❑DD vvvvvvvvvv v I I— II —III— I_II II vvvvvvv ana ❑ D 1 a❑ -vvvvvvvvvv v V V v v v V V v v v v Da ❑Dana a00aDnaa❑a®aaa❑0 ❑Da V V V v v V V V V V v V v vvvv V V a aaaa DnaOa v v v v v V v v v v v v v M T ova van❑❑ nnD❑ana❑an ❑❑aDnnaaa v v V V D v 4 v v v v v v v v v D v v v III— I—III vvvvv DDDDDDDDD DaD DDoaO❑❑naaa❑a a.0 01, n a©o00 Da❑a ❑a ® VVVVVVVVVVVVVV 949 .497 . 5471 2 v V V V v vvvvvv coo ❑o❑oo❑❑00000ap❑an ❑n❑opaoa V v v v V v v v v v v v v . v v v v ❑❑nanoaa❑00000 v v v v V v v v v v v v v v TO FOUNTAIN MECHANICAL I_I I I— III - v 7 D II v V v V 4 aaa a❑DnOaDaanaanaa❑❑DDaa❑.❑a DD❑Da❑ vII II v 4 v v II v v v p II v ® D . v II D II a000000000000000 _ ❑vvvvvv Da DnaDaann D❑❑n❑❑anaaaoDnna Duo paOaaIIaDaanaDnnaa vvvvvv vII 4 v D V v V _ _ vvvvv V vvvvvDvvvIIDDDDVD vDoaaODaaDaD❑DDOaa vvvvvvDv9vvv4Dv 4 =a a DaaoaoDoaoDD aDDoaD0000aaoD❑a❑D❑aDDooaO DaD _ Ii a❑aaa❑❑❑DD ❑n❑❑po❑❑nn❑❑❑ao❑ an❑❑aan❑Dnp❑a❑❑na❑❑aoaDoan ❑n V V 'V V V V V V v v v v v v v v v v v v v v v v v D❑oan❑❑pD❑oDan❑D v v V v v V V v v v V V v v v v V V V s - = DD❑nnnaaDa aDnaDaonnDDnnaaD Oa❑nnnDDa❑DDnaDaIInDDa❑naaa vvvvvvv v v D v v D v v V v v V v v v v v v DaaaDDaaaaaDDaaD D v v v v v v D v v v v v v v v v v v rIDSCgA F I•,,,III—I I----- I I-� — � — .—III—I , !I I I III a �, i ► I— I I . �.• • . • �. ,� III= � I _ Signature I I I c e cr I I I Exp. Date! 09.30.07 lI I SPLASH/PLAY AREA ENLARGEMENT s Date S TF of CAL1F0� ECTION WALL WATERFALL 5ECTION 1011xi2" GMU BLOCK TILE FINISH BY PERSIMMON DESIGN TILE BASE AND WATERPROOFING, TYP. 51LICON EXPANSION JOINT, TYP. PLUMBING FROM FOUNTAIN MECHANICAL WATER L I NE CONTINUOUS 5" TALL x i"" BRASS WATER EMITTER — CONTINOU5 J" THICK BRA55 STRAPPING 1 2„ BRASS HARDWARE, EPDXY BAGKFILL EPDXY SETTING BED ' TILE FINISH DESIGNED BY PERSIMMON RADIUS 24'-I" DE51 GN NET PLAY AREA WALL 5EE RADIU5 25'-10" DETAIL 5/L-I.01 TILE SETTING BED AND WATERPROOFING, TYP. RADIUS 25'-8 ' RADIUS 23'-5'° BRA55 STRAPPING G.I.P. CONCRETE FOUNTAIN BASE RADIU5 22'-11" EDGE OF FOUNTAIN DRAIN TRENCH GRATE � WALL J�IATEREALL BLOWUP �j WALL �ATER�A�L-1-- I,-�, POOL WALL SEE DETAIL 5/L-1.9 SECTION PLAN SEALED STUCCO FINISH, TYP. TILE MOSIAC FOUNTAIN BACKSPLASH BY PERSIMMON DESIGN POOL WALL SEE DETAIL 5/1.-i.Q WALL WATERFALL SEE DETAIL 7/L-1.4 t'q 9y'D B "BUBBLE uP cusroM PLA "WATERWEAVE" BY WATER "BUBBLE UP" BY RAINDROPS " " � PLAY FOUNTAIN BY RAINDROPS u�u��oM MAZE" BY POOL WALL SEE DETAIL 5/L-1.9 ODYSSEY#W093 #BBUP-001 4' WATER ODYSSEY#W010 SPRAY HIEGHT AND FOUNTAIN TILE MOSIAC FINISH BY MUSHROOM MAZE BY 1111111111111111111117 5EE DETAIL O/L-1.4 *BBUP-OOI WATER ODYSSEY *WOIO I SPREAD PERSIMMON DESIGN ,. I i I • E • I � / / � �'cra gin►,r�r a 0 Q fa Rpm Imoil t -- { I l Key Plan • 10 REVISION 9 REVISION • 8 REVISION 7 REVISION SPLASH/PLAY AREA NORTf-I/SOUTH SECTION s REVISION 5 REVISION SPLASH FLAY AREA EAST/WEST SECTION 4 REVISION 3 03/014/2007 3RD CITY PLAN CHECK 5EGTION 2 02/08/2007 2ND CITY PLAN CHECK POOL WALL SEE DETAIL 51-1.9 1 01/11/2006 18T CITY PLAN CHECK WALL WATERFALL SEE DETAIL 71-1.4 TILE MOSIAC BACKSPLASH BY PERSIMMON DESIGN Revisions TILE MOSIAC WALL INSERT BY OTHERS PERSIMMON DESIGN North Scale AS SHOWN Date 05/02/07 DELTA ONE Phase PHASE Job Number TYM601 Drawing Title I 5P SH PLAY AREA WALL UNCURLED ELEVATION SPLASH PLAY AREA DETAILS ELEVATION E ro Under o (� Service Alert Drawing Number4��.n - ? ^"7 Call: TOLL FREE .c�uppE�at ORKS *_ 1-8nn00G0 TWO WORKING DAYS BEFORE YOU - ■ O sWAGroup SPAN 1 SH WALK 44 RAFTERS, TYP. 48 JOISTS, TYP. RECREATION Pool AREA 8x8 BEAM TYP. > > >r�' 1'-3' PALM DESERT, CALIFORNIA HAMMERED STEEL SADDLE T�' 4x4 RAFTER PER STRUCTUAL ENG., j PRIME AND PAINT SHERMAN WILLIAMS "BLACK FOX" 4X8 JOIST 6X12 BEAM, TYP. GALVANIZED OR STAIN �---- MISTING SYSTEMLESS , SUPPLY LINE STEEL MIST SYSTEM 8x8 BEAM PLUMBING, MUST WITHSTAND ' I BEAM SPLICE MAX " GAP 2000 P.S.I. PAINT TO MATCH TRELLIS. PLACE ON TOP OF COLUMN ATTACHMENT BEAM. VERTICLES TO BE Tft orwooa.ow Homan, irm 16745 W. B•mard Dr., HARDWARE PER PLACED ON INSIDE OF BEAM Std 1Diego, c�►es1�-► STRUCTUAL ENG. I j CX 12 BEAM, TYP. i ? MASONRY COLUMN WITH Laguna Beach PLASTER FINISH Sausalito Los Angeles San Francisco MASONRY COLUMN METAL SCREED, PAINTED H o u s t o n Dallas . TO MATCH PLASTER FINISH , 580 Broadway Suite 200 Laguna Beach CA 92651 Fax 949 .494 .7861 SEAM S�I GE 10'-0w 949 .497 . 5471 WP. NO S C,q P 3 FOOL TRELLIS END ELE�C,�T I ON SIMPSo,� ELEVATION � � O (j (� Signature Exp. Date: 09.30A7 2'-6" I NOTE: SPICE BEAMS AT EACH I I I GALVANIZED OR STAINLESS STEEL MIST j I 1000 P.S.I. BRASS OR STAINLESS SYSTEM PLUMBING MUST WITHSTAND f MASONRY COLUMN, SEE OF CAL�FD�� I I D 2000 � DETAIL 4/L-1.5 • • I - STEEL MIST EMMITERS. ALL ` P.S.I. PAINT TO MATCH TRELLIS. PLACE ON TOP 10 s s 4—0 1 —o 10 2—0 10 ' 4x4 RAFTER, TYP. Tr. Typ Ts I HEADS TO BE EQUALIZED OF BEAM. VERTICLES TO BE PLACED ON I I I THROUGHOUT SYSTEM I s INSIDE OF BEAM + 4x8 JOIST, TYP. 8x8 BEAM, TYP. X X E HAMMERED STEEL SADDLE PER STRUCTUAL ENG., PRIME AIV ND P SHERMAN WILLIAMS "BLACK F0: " 6X12 BEAM, TYP. • � f I I MASONRY COLUMN WITH PLASTER FINISH, TYP. I a. GALVANIZED OR STAINLESS STEEL MIST SYSTEM PLUMBING UST WITHSTAND 2000 ,, M f I i I HIDE ON VERICAL ALL I . EXPOSED PLUMBING TO BE PAINTED TO MATCH TRELLIS WOOD MEMBERS. I. METAL SCREED, PAINTED TO MATCH PLASTER FINISH i 4 TYP. I k 60'-0' 4Ty�D i�00L TRELLIS SIDE ELEVATION ELEVATION 2'-60 10'-0" 1000 P.S.I. BRASS OR STAINLESS �~ 3 STEEL MIST EMMITERS. ALL TYP. LIGHT FIXTURE PER SITE ELCTRICAL VINE POCKET,TYP. I 1' 8" a HEADS TO BE EQUALIZED DWGS. (CONCEAL TRANSFORMERS AND REFER TO DETAIL L-3.2 / 11 SQL E THROUGHOUT SYSTEM ° CABELING), SEE DETAIL L-1.3 / 7 NRY COLUMN W/ ` 7— MASONRY OLU s b r-1 PLASTER FINISH PA i I PA, I PIA i I fiX12 POST TYP. P.A. I I P,A, I I P,A � . ................... — ._ _ __ _._ _.__.-.______.__ _.__.. _ ._.._ ._. _. __ _ ___._..__.. _ _._. — _. ____......_ _ --_____ _ E SINATKey Plan RA FRANK _ 8x8 BEAM, TYP. f I 10 REVISION 4x8 JOIST, TYP. 9 REVISION 4x4 RAFTER, TYP, 8 REVISION _.... .........§ .._........ __- .._..___._.. .... .......... . ........... _.._...._ _ f I 7 REVISION �._ _ _ i 6 REVISION ...., __..._ _ ._. _...._. _.. I _....._ _ ._...... ____._.... _ _. ___ .._...._ _.._.._._ _..._.. _{ __. .. _ 5 REVISION 4 REVISION ___--_._.__.__._.... ._ 3 03/014/2007 3RD CITY PLAN CHECK -._.. .._.__ _ _.. .____ ____ _..... _ . _ _ ._ _ _. .__ _._.,. __.__ __ ______ ._�__b _._._ __..._____.. s_ ____ _. ._.___. _.___..._ _ _ __�_.�_ � . _ _ _. _..__. _ _ _ ___ �.._ ��_.._._ �_ ._____- 2 02/08/2007 2ND CITY PLAN CHECK 0 1 01/11/2006 1ST CITY PLAN CHECK o Revisions .__....__ _____ North ...__,._._... ___ ...... _._.._. ........ .. .... ............. ........._..._ .. a - ... _.......... .:....._ _ ....._..._...... __. .... .. ... ... _ : ........_... .-. ... .:_.. ...._. ._._.b... .__.____._... -._.._._ ... ...... .. _t .... .. . ......_._...... ........... .e ..._«.... ._..._.._ ___ .. s ca eAS SHOWN i ............._....._........_..... ......_..._,_._.._.._..,.. .. .. ,_.__...__._.._. ....<._., a ..-e—..,,_.«___.»...,....__..__.._.._._._.,.....,._.._... ......,__.,y'_..._.a.,,..._.._—_____.._... .. _.._ .._..._...._..___ _ ...... _ _.......___.. 05/02/07 DELTA ONE ........ -_. .._.... —f-- - ..�...� _._. .�.............. ( _____._. _.. ......_........._.._ ._.„.. ._._. ...._ € _ ... ._.. ......._...._.__......,._____...._._ _...�.� ._._ : ......E f i d {{ _ ____-__..__ Phase PIA, I I P.A. I I PEA, I I PIA; I I P�A I I PsA. I I PIA. I PHASE I CV L.r—T—J — — Job Number TYWN601 Drawing Title i TRELLIS [DETAILS 1 01 60'-0" Under �e FOOL TRELLIS FLAN o o Service Alert Drawing Number �G �y ,�".,.-ON R PLAN ini� Call: TOLL FREE 1-800 � R �Pe�srp 227-2600 �;02 ''� m5 TWO WORKING DAYS BEFORE YOU DIG • SWAGrmp SPANISH WA1 RECREATION POOL AREA PALM DESERT, CALIFORNIA 6" 6" 1'-3" 4X4 RAFTERS, TYP. VINE PLANTING POCKET EQ. EQ. RECESSED WEATHER SEE DETAIL L-3.2/ 11 c. Taylor Woodrow Homan, In x 16745 W. ®amard Dr., PROOF J-BOX ' 4X8 JOIST,TYP. aWt.14o San Diego, CA U127 ROUTE BEAM FOR CABLE _ 4X4 RAFTER, TYP. (PROVIDE)24 GA. G.I. FLASHING TO PAINT r 8x8, BEAM, TYP. Laguna Beach _ . h: Los Angeles - . --, an Francisco H o u s t o n Dallas 4X8 JOISTS, TYP. cv 8X8 BEAM, TYP, r g 580 Broadway a Suite 200 LIGHT FIXTTURE _ Z Laguna Beach CA 92651 N N Fax 949 .494 .7861 r 6X12 WOODEN POST n` r 949 .497 , 5471 BEYOND PTD. HAMMERED GALV. THK.STL. PLATE PAIRED GALVANIZED OR STAINLESSSTEEL MIST NDSCgp 1• S.S.D SYSTEM PLUMBING, MUST WITHSTAND ��,°P\-.SIMPSO c 71 SADDLE CONN , EQ, EQ. 2000 P.S.I., HIDE ON VERICAL. ALL EXPOSED c� ,� s ��-- PLUMBING TO BE PAINTED TO MATCH d TRELLIS WOOD MEMBERS. Si : Exp. Dale: 09.30,07 LIGHT FIXTURE PROFILE MASONRY COLUMN W/ PLASTER FINISH, BEYOND Date .. �TFOF CAUFO�� TRELLIS WOOD MEMBERS 2 1 11 _ 1 -011 PLAN — LIGHT FIXTURE CONNECTION 1" = 1'-0 " SECTION 4X4 RAFTERS 4X8 JOISTS CORE DRILL TO I 11.0" ACCOMODATE MIST SYSTEM PLUMBING GALVANIZED OR STAINLESS STEEL EQ. EQ. MIST SYETEM DOWN TUBBING, 3 y 8X8 BEAM MUST WITHSTAND 2000 P.S.I., PAINT 4X8 JOIST OR 8X8 BEAM, TYP. 48 TO MATCH TRELLIS WOOD MEMBERS. 4 MOUNT ON INSIDE OF BEAM 4 1000 P.S.I. BRASS OR STAINLESS Zv STEEL MIST EMMITERS. ALL X/1 N R3112 ,�{y HEADS TO BE EQUALIZED R3,r �s - + � �- THROUGHOUT SYSTEM, SEE TRELLIS PLAN FOR SPACING 8 PTD. HAMMERED GALV. STEEL SADDLE, S.S.D 2 g" 3 g„r1i# 6X12 BEAM, TYP. a aSLOPE AWAY FROM CENTER MORTAR CAP M STEEL COLUMN S.S.E 4x8 & 8x8 BEAM TRELLIS COLUMN DECORATIVE CORBEL GALVANIZED OR STAINLESSSTEEL MIST 4 SYSTEM PLUMBING, MUST WITHSTAND A — W SECTION 2" — 1'-0" ELEVATION 4 ° 2000 P.S.I., HIDE ON VERICAL. ALL EXPOSED Ir 2 - 1 -0 PLUMBING TO BE PAINTED TO MATCH TRELLIS WOOD MEMBERS. I b MASONRY COLUMN REF. S.E. _ PLASTER FINISH , tests r 4X4 RAFTERS, TYP. 4 CONNECTION PER FRANK INATRA -- STRUCTUAL ENG. ° Key Plan METAL SCREE PAINTED PER PUMP MAN. SPECS. 1 3 TO MATCH PLASTER FINISH 4X8 JOISTS, TYP. 10 REVISION EQ. EQ. a POOL DECK PAVING 9 REVISION PER PUMP MAN. SPECS. STAINLESS STEEL, LOCKING, JI V 8X8 BEAM, TYP. ° 8 REVISION PUMP/FILTRATION UNIT COVER. 7 REVISION 4 SIZE PER PUMP/FILTRATION • ° � °• a , d. I1,0 . .a, ° SLEVE ALL PLUMING AND CONDUIT 6 REVISION 4" CONCRETE SLAB, TYP. MAN. SPECS. w w �/\K\/\/\/ /\/\/\/\/� ALL ELECTRICAL AT COMPACTED 5 REVISION 2" THICK DECOMPOSED GRANITE SEE PUMP AND FILTRATION UNIT. TO \\ \ \\ \\ \ ° \\/\\/\\/\\/\ SUBGRADE AND FOOTING. 4 REVISION N V1 .// // // d Z p w J \/\/ ° �° / 3 03/014/2007 3RD CITY PLAN CHECK DETAIL X/L-X.X PUMP AND PROVIDE 1000 P.S.I., AND GPM PER g U J /\\/\\/\\/\\/\ ; . . /\\/� /\ /\ / HEAD MAN. SPECS., TO ALL HEADS. // 2 02/08r2007 2ND CITY PLAN CHECK COMPACTED SUBGRADE REF. FILTRATION UNIT 3" w O p - \ \ \ \ \ COOLZONE WZPM023 OR SIMILAR � v a � \/\\/\\/\\/\\/\ • • • �\\�\\�\\�\\�\ 1 01/11/2006 1ST CITY PLAN CHECK OTCHNICAL REPORT IY v w GE w a Z o \\\\\\\\\\\\\\ a. REINFORCED CONCRETE FOUNDATION GALVANIZED OR STAINLESS STEEL MIST 120V ELECTRIC LINE W/IN GALVANIZED HAMMERED GALV. a > `// // // // // 3 ° // // // // //� PER STRUCTUAL ENGINEER Revisions GAL /\ \ CONDUIT. PROVIDE VOLTAGE TO RUN NN. \ \ \ \ \ \ \ \ SYSTEM PLUMBING, MUST WITHSTAND STEEL SADDLE CO ALL EXPOSED _ " ' T PUMP/FILRATION SYSTEM S.S.D I AL. // // //\//\//\ / �/ / // /\//\// // // \ North 2000 P.S.I., HIDE ON VER C _ I_ PLUMBING TO BE PAINTED TO MATCH —f— —__, ; — � I- WATER LINE. TO PROVIDE NECESSARY 6X12 BEAM, TYP. �j\/\/\/\/\ \/\�\/\ \/\/\/\/� I I l II .= .. ....— ,. ' ! -- GPM TO OPERATE MIST SYSTEM PER ' SLOPE AWAY FROM CENTER /\//\//\//\// //\//\//\// //\//\//\//\//_ _ _ \ \ \ \ \ �}. \ \ \ \ \ TRELLIS WOOD MEMBERS. PROVIDE I ! — i -= - _I -; SLEVEING AT COMPACTED SUBGRADE, 1 j TiLL ` ' ` MANUFACTURERS SPECS. PROVIDE i/ ? I_ ? = MORTAR CAP W/ PLASTER \//\//\//\// //\// //\// //\//\/\ TE AND OTHER APPROPRIATE COND. SLEVING AT COMPACTED SUBGRADE, FINISH \ \\ \\ \\ \\/ RY COLUMN W/ / �/ / �/ �/ �/ Scale AS SHOWN CONCRETE CONCRETE AND ALL OTHER 1 i I = ? �I i _ !=I i f; f_3 I ' Imo° 11= I = ` 3I ? TE CONDITIONS MASON -- t `-3 !<<' E' ;I APPROPRIATE PLASTER FJNJISH Date 05/02/07 DELTA ONE MISTING SYSTEM PLUMBING SEE DETAIL 11-1.7 PER'S.E. Phase I • STEEL COLUMN, S.S.D PHASE I Job Number TYWN601 d Drawing Title MIST SYTEM PUMP & FILTrxmTION UNIT WOODEN MEMBER ATTA�HMENT TRELLIS COLUMNS TRELLIS DETAILS 2 — 1 � SECTION �� _ � �� in — 1 -Q 1" = 1'-0" SECTION 1 — 1 -0 SECTION oE Y°G Undeu c►und a Service Alert Drawing Number REGEWED r17 Call: TOLL FREE M�!. -7 -ij 1-800 227-2600 L= 1 . 6 PU688 Vpw-S t 19 TWO WORKING DAYS BEFORE YOU DIG 0 SWAGroup STEEL REINFORCEMENT PER GEOTECH SPAN 1 S H 1► FINISHED SURFACE, TYP. RECREATIC 1/4"TROWELED EDGE, TYP. POOL AREA FINISHED GRADE PALM DESERT, CALIFOh CONCRETE PAVING EDGE SEE PLANTING AREA DETAIL 1/L-1.7, REF. STRUCT. ENG FOR ALL DEPTHS AND STEEL C� REINFORCEMENT d . J ° : . — �" RADIUS TROWLED EDGE, TYP., _ _ _ _ _ = I= C.I.P. CONCRETE PAVING, TYP. HOLD F.S. OF — — — RUBBER MULTCH — — — — 4n BELOW F.S. OF CONCRETE 1=4 4El 14=� SURFACE. I=1 I I=1 11=1 I I=1 I I=1 1=1 11=111 -I I I_I I I-III-III-III-I =III-III-III=III=111- j USSA RUBBER MULCH — I ' 1 e or Woodrow Homes Inc. CONT. USSA POLY DRAIN FABRIC COMPACTED SUBGRADE PER 1674�W. 6.rnard Dr., I I 1 /o MIN. SLOPE TO DRAINS REF. CIVIL GEOTECHNICAL REPORT sWi.ido DWG'S. PROVIDE OPENING AT Son Diego, Cw92127 DRAIN, TYP. COMPACTED SUBGRADE DEEPENED EDGE AT SIDEWALK —III II Laguna Beach 4 S a u S a I I t o „ _ , " Los Angeles SCALE: 1 1/2 = 1 -0 San Francisco Houston Dallas TUT LOT SURFACE 580 Broadway 10X= PAVEMENT THICKNESS, PER RECOMMENDATION OF Suite 200 ��_ " GEOTECHNICAL REPORT. Laguna Beach CA 92651 1 -1 -0 SECTION Fax 949 .494 .7861 Y= SUB-BASE THICKNESS, PER RECOMMENDATION OF CAST-IN-PLACE CONCRETE PAVEMENT,TYP,. REFER TO GEOTECHNICAL REPORT. LAYOUT PLANS, MATERIAL LEGEND,AND 9 4 9 .4 9 7 . 5 4 71 SPECIFICATIONS FOR SPECIFIC PAVEMENT TYPE AND 1/4 PAVEMENT DEPTH FINISH. SAWCUT AT PAVEMENT JOINT, TYPICAL. EDGES OF F,��.Slmps q 3/16 JOINT WIDTH PAVEMENT SHALL BE STRAIGHT,TRUE,WITH NO SOti SHATTER OR OVERCUTTING AT CROSSING OF JOINTS, w TYP. -� ° ;• . Signature I FINISHED SURFACE OF PAVEMENT, TYPICAL. Exp. Date: D9.30.07 * •c s�qr Date • STEEL REINFORCEMENT DOWEL, TYPICAL, SIZE, LENGTH,AND SPACING REQUIREMENTS PER £GF CAL\F� GEOTECHNICAL REPORT. PROVIDE SLIP-SLEEVE ON ONE END OF DOWEL, TYPICAL. REFER TO — k SPECIFICATIONS. w a • X �..� - a a d Lu a d d q 6 X 6, 10,10 WELDED WIRE MESH SUPPORT, CONNECTED —I I III—I I I—I I I—III—I I—I I 1—III—III— III—III—_ TO STEEL REINFORCEMENT DOWEL SLEEVE. III=I M I I=1 11=11 1=1 I I I I I—III—III=III= I I-111 I I—III 1�I—I�I—I�I—I Ill— I—)� I I—I�I—I COMPACTED SUB-BASE MATERIAL, TYPICAL. REFER TO —II—II—II—II—II1 II—II=1II—I1=1II- 11 111 I 1111 I III 111 I III 111 111TI Ill— I I I 1111 I II I II I II I I=1 1111 II 111 11 I III GEOTECHNICAL REPORT FOR TYPE OF MATERIAL AND ■ . ■ REQUIRED DENSITY OF COMPACTNESS. EQ. EQ. Ir COMPACTED SUBGRADE, TYPICAL. REFER TO GEOTECHNICAL REPORT FOR REQUIRED DENSITY OF COMPACTNESS. 3 SAW CUTJOINTS ATCONCRETE N.T.S. SECTION X= PAVEMENT THICKNESS, PER RECOMMENDATION OF CAST-IN-PLACE CONCRETE PAVEMENT, TYP.. REFER TO GEOTECHNICAL REPORT. LAYOUT PLANS, MATERIAL LEGEND,AND Y= SUB-BASE THICKNESS, PER RECOMMENDATION OF SPECIFICATIONS FOR SPECIFIC PAVEMENT TYPE AND GEOTECHNICAL REPORT. FINISH. Y8"TOOLED EDGES OF PAVEMENT,TYPICAL. 1/2"SEALANT DEPTH TOOLED JOINT SEALANT, TYPICAL. REFER TO SPECIFICATIONS. PROVIDE PRIMER, SEALANT, AND 3/8" JOINT WIDTH SAND ON JOINT FINISH. -a - CLOSED-CELL BACKER ROD,AT 1/8"WIDER THAN JOINT WIDTH, WITH NO BOND TO SEALANT, TYPICAL. ,1 e � A A . \ . = •a FINISHED SURFACE OF PAVEMENT, TYPICAL. mac• ` ° �,., COMPRESSIBLE EXPANSION JOINT FILLER MATERIAL, POOL DECK CUT—OFF WALL LANDSCAPE SET I FULL DEPTH, TYPICAL. REFER TO SHALL ` i SPECIFICATIONS FOR TYPE.JOINT SHALL BE SET _ .._. _-,�,._ ._..____ _�___�_.._..____ STRAIGHT AND TRUE. I " _ „� SECTION v ad SCALE: 1 1/2 - 1 -0 S C ION w a . a , X I pi d a w a d d q STEEL REINFORCEMENT DOWEL, TYPICAL, SIZE, �I LENGTH,AND SPACING REQUIREMENTS PER GEOTECHNICAL REPORT. PROVIDE SLIP-SLEEVE ON cz ca �a mw w>a —II1 III=III—III—III—I I—III—III—III _ III=I i(= ONE END OF DOWEL, TYPICAL. REFER TO I sr ,1 III=1 I=III=III=III=III III=1 11=II1=1II= - I I=III SPECIFICATIONS. » t t — — II—III IIIIII—III—_— _ _ III I I I I I I-1 I I—III 1I — II1—I 1-1111—III—III—III III—III— =III—I I—III— COMPACTED SUB-BASE MATERIAL, TYPICAL. REFER TO =III III—III—III—III—I I=1 I I=III= III 111=1 I 1 GEOTECHNICAL REPORT FOR TYPE OF MATERIAL AND FRANK SINATRA — PRECAST POOL COPING III—I I=1 11=III=I 11=III III—III—III—I 11=1 I I—I I REQUIRED DENSITY OF COMPACTNESS. Key Plan 30" X 18" X 4" COLOR TO MATCH POOL EQ. EQ. —' DECK COMPACTED SUBGRADE, TYPICAL. REFER TO 10 REVISION GEOTECHNICAL REPORT FOR REQUIRED DENSITY OF 9 REVISION I COMPACTNESS. 8 REVISION 7 REVISION I .30."00" SAW-CUT JOINTS 6 REVISION EXPANSION JOINT AT CONCRETE 5 REVISION ACID WASH 2 4 REVISION a N.S.T. SECTION 3 03/014/2007 3RD CITY PLAN CHECK CONORE°TE FINISH ° 2 02/08/2007 2ND CITY PLAN CHECK j 2 JOINTS 1 01/11/2006 1ST CITY PLAN CHECK ' CONCRETE SLAB FINISH TYP. Revisions " REFER TO LEGEND North XY Mr BASE MATERIAL \ N PER GEOTECHNICAL AS SHOWN PRECAST POOL- COMPACTED SUBGRADE OR BUILDING =�=—I� �= i� � = REPORT Scale -111= I = 11=III=I =1 I=1 I=) 11- COMPACTED SUBGRADE PER GEOTECHNICAL Date COPING FOUNDATION REF. GEOTECHNICAL REPORT REPORT 05/02/07 DELTA ONE MORTAR BASE TYP. GRAVEL BASE REF. GEOTCHNICAL REPORT ;, I r-1 11— I 1-1 11— 1—I I 1—I I —I 11-611 EXPANSION JOINT ACID WASH CONCRETE FINISH �I I I I,;, ;, ,; I I I I SEE DETAL 2/L-1.7 SAW JUT JOINT SEE DETAIL 3/L-1.7 Phase POOL TILE Z�� F PHASE I AT WATE Job Number LINE E. . ;a `+ y REFER TO PLAN FOR ON-CENTER JOINT SPACING AND ALIGNMENT 41 • Drawing Title \ ' ( i _ C . I . P . CONCRETE PAVING ° f SCALE: 1" = 1'-0" SECTION PAVING DETAILS POOL DECK PAVING COPING ISroG dDa�dsr CM ground 1 =1 -0 SECTION Service Alert Drawing Number I ECE VE[` unr Call: TOLL FREE 1-800 M r,R 227-2600 c�, TWO WORKING DAYS BEFORE YOU DIG Lpt}guCyt(yRK� > PT 0 SWAGroup l EXPANSION JOINT SEATWALL, BUILDING OR 2" -3" THICK CLEFT STONE PAVING 3 CONCRETE PAVING SPAN 1 SH WALK 3" X 4"X 8" BRICK W/SEALER ��T,REF. MAT. LEGEND 1-1/4" SETTING BED 94 RECREATION .TYP. 5 w CONCRETE SUBSLAB PER GEOTECH. POOL AREA 1 1/4 MORTAR SETTING BED 10%TO BE WHO LE REPORT (f) PIECES 18"X 24"MIN. PALM DESERT, CALIFORNIA ANTI FRACTURE MEMBRANE ' 096 TO BE WHOLE EXPANSION SEE SPECS EXPANSION JOINT IN STONE PIECES 24•X 24" MIN. REMAINDER TO BE JOINT EXPANSION JOINT W/OUT STEEL OCCURS EVERY 12' O.C. BETWEEN 17 X 12" REINFORCMENT DOWEL, TYP. COLOR TO MATCH GROUT AND 24"X 24" u w 2 1/4 - 1 GROUTE D JOINT �— III I I I—I"I I I I—III—III—III �I i_I—I I I—�I I — I I—III—III I I COLOR TO MATCH STONE 1"JOINT MAX BUILDING REF. ARCH. DRAWINGS —_-i =_ 11-11_=I I _- ( =I I 2" -3" THICK CLEFT O BROKEN 44 a Q' 1 i— - - r--I PAVING RANDOM ' ', .`,"".:':•. '..; ""Q' :...:: .Q. ° �'. BUILDING FOUNDATION REF. �— �—� —� � -� �I �.—I —� —I ®I I— PIECES a„ a Q � � �—��—, E � �M14Q�l�DBGRADE ' FLAGSTONE PATTERNARCH. DRAWINGS ` / d ` ' REF. GEOTECHNICAL REPORT 3 \ CONCRETE SUBSTRATE THICKNESS $ a REINFORCEMENT PER SECTION COMPACTED SUBBASE e . GEOTECHNICAL REPORT REF. GEOTECHNICAL REPORT •r TWI r Woodrow Homes, Inc. \ \ 4 16745 W. B.mard Dr., COMPACTED SUBGRADE REF. , sWto 140 San Diego, CA MM27 GEOTECHNICAL REPORT M �� j Laguna Beach ARCADE PAVING BUILDING Sausalito STONE PAVING NOTES: Los Angeles N 1. FLAGSTONE PAVERS ARE 1 3/16" - 3 1/2" THICK X 12" MIN -30" MIN. San Francisco SECTION •''r '"' Houston -I -O 2. MAXIMUM DIMENSION TO BE 2'-0" OR GREATER ON A DIAGONAL. Dallas 3" X 4"X 8" BRICK W/SEALER, REF. MAT. LEGEND TWENTY-FIVE PERCENT OF ALL PIECES ARE TO BE OF THIS SIZE. 3. SURFACE VARIATION IN STONE TO BE LESS THAN 1/4". ADJACENT STONES • :" ' 580 Broadway 1 1/4" MORTAR SETTING BED TO BE FLUSH. STONES TO BE FLUSH WITH ALL ADJACENT PAVEMENTS. ;;,,�;';, �: ALLOW Suite 200 4• . UNEVEN Beach CA 92651 ANTI FRACTURE MEMBRANE BREAK EDGES AT PLANTING SO THAT FACE IS ROUGH CLEFT WITH ` NATURAL EDGE Fax Lagunan 4 9 .4 9 4 h 8 61 SEE SPECS VARIATION OF 1" OR LESS AT EDGE. 5. SAWCUT EDGES AT WALL OF STONE s 4 9 .4 s 7 .5 4 71 ;,., EXPANSION JOINT W/OUT STEEL 0, ..."A DO NOT CUT �.. , 6. WHERE WHOLE STONE AT PLANT }• . .,• REINFORCMENT DOWEL, TYP. PLANTING CAN BE PLACED SO THAT IT DOES NOT . DEVIATE FROM LINE BY MORE THAN ONE INCH WHOLE STONE IS TO BE ' z CONCRETE PAVING THICKNESS & USED. Lp,NDSCgp .�� Sim PSGN REINFORCEMENT PER 7. PAVING PATTERN TO BE RANDOM, FLAGSTONE PATTERN. GEOTECHNICAL REPORT 8. ALL PAVING AREA TO HAVE IRREGULARLY SHAPED, NATURAL CLEFT EDGES. w GRAVEL SUBSURFACE REF. 9. MINIMUM SPACE BETSEEN STONES IS TWO INCHES. -� a, 10. DO NOT ALIGN STONES. STONES ARE NOT TO APPEAR Y slgnoture a GEOTECHNICAL REPORT 09.30.07 HAVE BEEN PLACED IN ROWS. Exp. Dote: \�/% % %/% \\ CONCRETE SUBSTRATE THICKNESS $ 11. PROVIDE EXPANSION JOINTS IN ARCHITECTURAL SLAB AT 20'O.CJE.W. O CA *�j Date \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ REINFORCEMENT PER PROVIDE EXPANSION JOINTS IN STONE 12' F O.CJE.W. " �rFL\F°�� \/\\\/\\ /\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\// GEOTECHNICAL REPORT �• 4 'PLNNTiIaJG-\. . COMPACTED SUBGRADE REF. ; 6 GEOTECHNICAL REPORT PAT IO PAVI N G ARCADE PAVING CONCRETE PAVING 4 �, SECTION 3" X 4"X 8" BRICK W/SEALER, REF. MAT. LEGEND DECROATIVE METAL 1 1/4" MORTAR SETTING BED ADJACENT CONC WALK EDGING SEE DETAIL LOW STUCCO WALL ANTI FRACTURE MEMBRANE 4/L-1.10 WITH BRICK CAP & SEE SPECS ADJACENT STUCCO WALL BRICK CHEEK WALL RAIL BEYOND DECORATIVE METAL EDGING SEE DETAIL 1/L-1.9 2" THICK DECOMPOSED GRANITE SET F.S. 1" BELOW F.S 2" X 3" X 8" BRICK CAP fi; OF BRICK GROUT TO MATCH ARCH. a Q CONCRETE SUBSTRATE THICKNESS & FLUS \/\\/\\ H REINFORCEMENT PER R CONCRETE STEPS _ ROLLED CAP WITH \\/ GEOTECHNICAL REPORT SEE DETAL 2/L-1.8 STUCCO FINISH CONCRETE STEPS 2 SEE DETAL 2/L-1.8 1.8 ARCADE PAVING PLANTING AREA SECTION 3" X 4"X 8" BRICK W/SEALER, REF. MAT. LEGENDrq 1 1/4" MORTAR SETTING BED 1 yo ANTI FRACTURE MEMBRANE , . SEE SPECS 2z VARIES PER PLAN BRICKISTONE PAVING JOINT, SAW CUT STONE FOR MAX JOINT WIDTH F OF 7" p.. EXPANSION JOINT SEE DETAIL L-1.7 CITRUS GROVE STEPS & CHEEK WALL j CONCRETE SUBSTRATE THICKNESS $ f 5wR 1 .+Li. a P \/\/\ REINFORCEMENT PER I \/\\/ GEOTECHNICAL REPORT COMPACTED SUBGRADE REF. NOTES: GEOTECHNICAL REPORT -GRIND ALL WELDS SMOOTH 1�" 1 '2Nxl0 GAUGE TUBULAR STEEL FRANK sINATRA -FABRICATE RAILINGS IN SHOP PRIOR TO INSTALLATION MOLDED DECORATIVE HANDRAIL Key Plan -SUBMIT SHOP DRAWINGS TO LANDSCAPE ARCHITECT 1' 2-1 FOR REVIEW 2 a INSIDE RADIUS SPIRAL 3 ADA GROOVES SPACED 10 REVISION -N0 RE DRILLING FOR HANDRAIL POSTS. P T T ENDPIECE EQUALLY ON EACH TREAD. s REVISION ARCADE PAVING PATIO PAVING C� G 00S 0 BE INSTALLED PRIOR TO HARDSCAPE I STAIN PER ADA BUILDING 8 REVISION 11_ SECTION -ALL STEEL MEMBERS TO BE FINISHED WITH ZINC �� ; CODE CONCRETE STEP, DEPTH AND STEEL 7 REVISION -I -011 RICH PRIMER W POLYESTER P WDE AT I" �_ -•� 1" RADIUS REINFORCEMENT 6 REVISION C / 0 RCO 12 x10 GAUGE POST .� ENFORCEMENT PER STRUCT. ENO. 5 REVISION CONTINUOUS WELD TO --- NOSING BAR, TYP. 4 REVISION 7- 11" HANDRAIL - EXPANSION JOINT, SEE DETAIL 2/L-1.7 3 03/014/2007 3RD CITY PLAN CHECK EXPANSION JOINT SEE . ,. ;•.,.,,r ,,.. �� i PATIO PAVING SEE DETAIL 41-1.8 2 02/08/2007 2ND CITY PLAN CHECK #3 NOSING BAR DETAIL 2/L-1.6 1 01/11/2006 1ST CITY PLAN CHECK CREAK WALL BEYOND ADJACENT PAVING SEE _ 4" TILE INSERT PER LAYOUT PLAN I I=1 I I = I Revisions EXPANSION JOINT PERSIMMON DESIGN _ — a SAND BASE REF. STEPS ONLY BELDAN JUMBO STANDARD BRICK GEOTECHNICAL REPORT a BASKET WEAVE PATTERN COMPACTED SUBGRADE b A REF. GEOTECHNICAL REPORTI- 1/4 GROUTED JOINTS REF. MAT. LEGEND. ADJACENT PLANNING s" d I / �/ �` Scale AS SHOWN REFER TO LAYOUT ILI EXPANSION JOINT, SEE DETAIL X/L-X.X Date 3" X 4"X 8" BRICK W/SEALER, REF. MAT. LEGEND ' t> > , \/�` PATIO PAVING SEE DETAIL X/L-X.X 05/02/07 DELTA ONE " HAND RAIL FOOTING PER / ' / ` . .. t .A.. . ,f •"A • ' � ' > 1 1/4 MORTAR SETTING BED COMPACTED SUBGRADE REF. GEOTECH. REPORT < STRUCT. ENO. 4 r <' I . CONCRETE SUBSTRATE THICKNESS & REINFORCEMENT PER Phase //\\//\\//\\//\\//\\ \\ / GEOTECHNICAL REPORT ` \ /\�/ f \ / /� PHASE w` `\ \�\\✓ CONCRETE STEP AT PATIO PAVING Job Number / / ANTI FRACTURE MEMBRANE .° i ,. /\\%\\%\\\\\\\\\\\\ SEE SPECS / `` / '� /� STAIR FOOTING AND STEEL TYWNso1 _ SECTION I -I -o \' \ '. \• \/ \ \�` „ REINFORCEMENT PER STRUCT Drawing Title COMPACTED SUBGRADE REF. \ \ 1 RADIUS GEOTECHNICAL REPORT �, � ;� �� ,// , 1' �" 3 ADA GROOVES SPACED EQUALLY ON EACH TREAD. HARDSCAPE DETAILS STAIN PER ADA BUILDING CODE ARCADE PAVING �\ `�\ �� 4"TILE INSERT PER PERSIMMON E 5 SECTION \ `\ �� — ° ground t r lender �'`� � �'� DESIGN @ ENTERANCE " � oQ SIrei� p+srt Drawing Number STEPS ONLY c 9 14 1-2' unr Call: TOLL FREE CONCRETE STEPS CITRUS GROVE & ENTRANCE —800 1 11— 1 n 22/ —2.600 LIC—1 -0 SECTION TWO WORKING DAYS BEFORE YOU DIG 3L7 O SWA Group SPAN 1 SH WALK RECREATION BELDAN JUMBO NORMAN POOL AREA STUCCO FINISH & COLOR BRICK CAP REF. MATERIALS '�! LEGEND TO MATCH ARCH. PALM DESERT, CALIFORNIA BELDAN JUMBO � • I' � �•�- I , STANDARD BRICK CAP REF. MATERIALS LEGEND GROUT SOLID ALL CELLS I `-•- STUCCO FINISH & COLOR �" • STEEL REINFORCING TO MATCH ARCH. ,�,� REF. STRUCTURAL DWGS. PLANTING AREA METAL SCREED 8"x8"x16" CMU BLOCK,TYP. METAL SCREED, 1" FROM EXPANSION JOINT J ►. . ., � r FINISHED GRADE F.G. ADJACENT PATIO PAVING • FINISHED GRADE 17 4 x10 x3 ANCHOR HIGHLAND STONE CAP o CIO COLD FLUID APPLIED , WATERPROOFING '� 12"X12"X6" ANCHOR HIGHLAND STONE16745 W. ._.._ Tftlor Woodrow Homna, Inc- • I E sWto 140 RETAINING BLOCK WALL Bernard Or., •:•,:;, ,. ,..._ ••.,, •.• • Spanish Walk,Palm Desert, v C , Son an Diego, CA 92127 FINISH GRADE °--- -- ° • ' Sausalito each 10n • COMPACTED Los Angeles ,•:' :,:,• ':`.a'�,; ;�.,, E • • s • • rt 1 H o u s t o n SUBGRADE San Francisco CD Dallas _—III—III—III 4 . " ° d a CUSTOM TILE MOSIAC PANEL 580 Broadway n — I I—III—III—� I I BY ARTIST 3 -0 ` I ( Suite 200 III— �! f -� Faxu949B494 .7861 92651 PER STRUCT`,ENG. co DECOMPOSED GRANITE °"�" 949 .497 . 5471 8" THICK MORTAR SETTING BED CV •` ` 6" MINIMUM COMPACTED PATIO GARDEN WALL 2% TYP. ,:y: GRANULAR BASE STEEL PINS BACKFILLED W/ ��a -�slMpso Fq p_ 4 Q EPDXY PER STRUCTUAL ENG. �, oP /V c� � • , 1 W=1 -0 SECTION .� � _ _ =_-1I GEOSYNTHETIC 4 4 d STUCCO FINISH W % III_III—III—I q �� , C.I.P. CONCRETE BASE, STEEL � Q� =1 I I=1 11= I I REINFORCEMENT d Q �' REINFORCMENT PER STRUCTUAL ENGINEER Exp. ate 09.30.07 METAL SCREED s�qT Date FREE DRAINING AGGREGATE BELDAN JUMBO STANDARD BELDAN JUMBO NORMAN ` d e ° EXPANSION JOINT SEE F o� BRICK CAP REF. MATERIALS BRICK CAP REF. MATERIALS s• q• �F CALIF cv '"'• � — DRAIN TLE EL. VARIES LEGEND LEGEND ,,{i d DETAIL d ,..� Ad ° ADJACENT PAVING SEE W Q DETAL 61-1.7 .'..,,'.,.'`.•' . d , COMPACTED SUBGRADE 4 RERGEOTECHNICAL REPORT LU a 1A I Fd 11=1 11=1 11=1 1=1 11=1 11=1 1=1 I —E I I I I —III,;,IIII�II II�IIII� IIII,;, III�IIIIlilll��=iii_ PLAN NOT TO SCALE 3'-10" 31-1011 1/4" EXPANSION JOINT @ 2 3/4"X 3" X 10" BRICK CAP GROUT TO MATCH ARCH. t3' O.C. ' STUCCO FINISH & COLOR TO MAP TABLE MATCH ARCH. BASIN OVERLOOK SECTION 7 SECTION BRICK CAP CORNER PATERN BELDAN JUMBO STANDARD BRICK BELDAN JUMBO NORMAN -METAL SCREED FULLSIZE' ��o BRICK CAP REF. MATERIALS \' LEGEND STUCCO FINISH & COLOR TO MATCH ARCH. TO BE COMPLETED AFTER BELDAN JUMBO STANDARD BRICK = MOSIAC INLAYS 1/4" EXPANSION JOINT @ CAP REF. MATERIALS LEGEND co + 1 -4 DECORATIVE STEEL RAILING , FINISH SURFACE _3 O.C. J a SEE DETAIL 4/L 1.10 ,. � •,. .� • •, '• METAL SCREED STUCCO FINISH & COLOR TO - . . __ 6" `l' TILE MOSIAC INLAY BY OTHERS TO BE MAT STUCCO FINISH & C COLOR TO MATCH ARCH. COMPLETED PROIOR TO STUCCO w ROLLED MORTAR CAP W/ FINISH —� STUCCO FINISH ;;, ; , : .,. 1 BELDAN JUMBO NORMAN 1/4 EASED EDGE • STUCCO FINISH & COLOR TO MATCH BRICK CAP REF. MATERIALS ° - - AL SCREED TYP. FINISH SURFACE MET ARCH.TO BE COMPLETED AFTER LEGEND STUCCO FINISH DG PAVING MOSIAC INLAYS STUCCO FINISH &COLOR TO MATCH �" • ''�•` �• ••'• • •� � •�•� •'•`�•°'• �•• INATRA FRANK EXPASNSION JOINT • GROUT SOLID ALL CELLS = ARCH. TO BE COMPLETED AFTER Key Plan ADJACENT CONCRETE cn MOSIAC INLAYS PAVING • • II SOLD FLUID APPLIED 10 REVISION FINISH SURFACE _; 'WATERPROOFING 8"x8"x16" CM BLOCK, TYP. i " " s REVISION i— --; TILE MOSIAC INLAY BY OTHERS TO BE I ! .�..; • = "x8"x16" CMU BLOCK TYP. FOR REINFORCING COMPLETED PRIOR TO STUCCO FINISH 4 c • • _.._! s 1'-6" 7 REVISION EXPANSION JOINT REF. STRUCTURAL DWGS. SRO CO FINISH AND COLOR FOR STEEL REINFORCIN6 REVISION G REF. STRUCTURAL DWGS. ADJACENT SPLASH/PLA • $ x$"x16" TO MATCH ARCH. CM BLOCK, TYP. 5 REVISION CONCRETE PAVING STUCCO FINISH & COLOR ILLBELDAN JUMBO • STUCCO FINISH &COLOR TO MATCH METAL SCREED 4 REVISION -- _.I I ; ( ._ . T MATCH ARCH • METAL SCREED 0 : — ; FINISH SURFACE STANDARD ARCH. TO BE COMPLETED = 3 03/014/2007 3RD CITY PLAN CHECK - I I COLD FLUID APPLIED _ BRICK CAP MOSIAC INLAYS E FINISH GRADE 2 02/0812007 2ND CITY PLAN CHECK w - -� � GROUT SOLID ALL CELLS • WATERPROOFING I _I _ 7. 1 01/11/2006 1ST CITY PLAN CHECK REF GROUT SOLID ALL CELLS • METAL SCREED r • • I i COMPACTED SUBGRADE I z' =- �j H GRADEL MATERIALS " F --; , _ _.— , I;__.r, I ,_ Revisions FINIS — I --- ( LEGEND 8 x8 x16 CMU BLOCK, TYP. LUI APPLIE - T CONCRETE -ADJACENT CO C � - ��- - :• o . • ; i—. I I _( I • ; j I _k ' _ EfPI OF11�G ° o -- -- -, r — ? _ UCCO FINISH & COLOR PAVING _ North FOR REINFORCINGFINISH SURFACE 8"x8"x16" CMU BLOCK, TYP. • • • t 0 FOR REINFORCING EL �,� j-, • • • _.__, j=l � -- � i , ;__� j�I I TO MATCH ARCH. REF. STRUCTURAL DWGS. REF. STRUCTURAL DWGS. LAY 8 x8 x16 CMU BLOCK TYP. • - - COMPACTED SUBGRADE NCRETE PAVING `r • � � DJACENT SPLASH/P • ° I _ -.l�Eff SrtRUCT. ENO: j} ° C • • - ° INISH SURFACE METAL SCREED - 1 GROUT SOLID ALL CELLS T' • :• ° • a - • COLD FLUID APPLIED ! _ la _ • • _ ._ Scale AS SHOWN d n o -€ , d • TERPROOFING ` COMPACTED SUBGRADE Date 05/02/07 DELTA ONE i- I- -;- i --€ FINISH GRADE • �• .• I CITRUS GROVE RAILING �; I ,il � I � �;, € _I _ E _ - _ € E T�. � � I € 3� .-_ # � �«......_.__i i (E�.,,._ 3 _ , _. 4 ._-.._ 3 (..-� ."."� • • • • f I..�..,._._..T j . t r � , 1._ I i3 �° SECTION � ,� A,----; " I Phase ! I PHASE Job Number Uj • • '-__.__ : i a __ ; ____�PAR G� { • -- ' T-r�ie��N TYWN601 COMPACTED SUBGRADE lJJ I 1 Drawing Title PLANTER WALL / CHEEKWALLWALL & STRUCTURE UU SECTIO DETAILS _. a -k _ I _ Under G ground WET PLAY AREA WALL & SEAT WA L � � aQ S®r�elc® al•�.l Drawing Number WET PLAY AREA WALL 1�frr "— � �� 'i,',� Call: TOLL FREE 5 — - SEC ION _ SECTION 1 1 0 1 800 227-2600 Lml m9 TWO WORKING DAYS BEFORE YOU DIG a SWAGroup I SPAN 1 SH WALK RECREATION POOL AREA 2'-1 1/2" O.C. TYP. PALM DESERT, CALIFORNIA 6 � 1"x1" BOXED STEEL TUBING 6" DECORATIVE STEEL PICKET q BY KING METALS #13-12042-432 MITRE CORNER STUCCO FINISH AND COLOR TO MATCH ARCH. ROLLED MORTAR CAP 2" MAX CV � } G 1 "" DIA. CORE DRILLED HOLE TO POOL FENCE SEE DETAIL I/L-I.10 RECEIVE DECORATIVE FENCE ¢ � �f <1 SUPPORT. BACKFILL W/ EPDXY 010 ra 4" DIA. STEEL SPIRAL 5%I KING METALS J a � �'t L 4 T"ylor Woodrow Homs, Ina. #13-10042-OSgcf, TYP. ,��w. e.reard or., SEATWALL W/ DECORATIVE STEEL ii ff san D140 cwsz�lrr N RAILING SEE DETAL fi/L-1.9 I X 2 X 10 GAUGE STEEL TOP, MIDDLE, 4 BOTTOM, w �E � LAVED FLAT L AND WELD GRIND SMOOTH � �� ! NOTE: FIX DECORATIVE STEEL 5 00 > < L EDGING TO WALL PRIOR TO 5/S" SQ. TUBE STEEL PICKETS. PUNCH Laguna Beach APPLICATION OF STUCCO FINISH THROUGH MIDDLE RAIL, WELD TO TOP 4 Los Angeles r NOTE: GRIND ALL WELDS SMOOTH. BOTTOM RAIL. San Francisco Houston ALL STEEL MEMBERS TO BE PRIMED 2" 5Q. X 12 GAUGE STEEL P05T WITH FLUSH STEEL GAP Dallas AND FIELD PAINTED. o 580 Broadway BUILDING OR WALL Suite 200 Laguna Beach CA 92651 Fax 949 .494 .7861 F I N5HED SURFACE HANDRAIL SEE DETAIL DECORATIVE STEEL RAILING ALT A 949 .497 . 5471 5 ��- r �� POST FOOTING REF. STRUCT. ENS. DWG'S. 2IL-1.8 I' ' 1 1/2 =1 -0 SECTION �p ND S C,q,p BUILDING OR WALL FOUNDATION e-�°P�- SI"'►'so��, 100 " COMPACTED 5UB6RADEUj 4" X 2 2/3" X 8" BRICK CAP 5ignature �. GROUT TO MATCH ARCH. Exp. Date: 09.30.07 ' STUCCO FINISH AND COLOR *T Me I I NOTE: GRIND ALL WELDS SMOOTH q r E � TO MATCH ARCH. F o I OF CAL\F STUCCO FINISH & COLOR I TO MATCH ARCH. METAL SCREED T� FINISH GRADE METAL SCREED ICI P�{�C&" , ENT COW .. ...... ....... ........... ; PAVING • • 8"x8"x16" CMU BLOCK, TYP. I i i t FOR REINFORCING a REF. STRUCTURAL DWGS. 4 ' 4 GROUT SOLID ALL CELLS � � ; I I • • II ` -COMPACTED SUBGRADE Z ® Uj I I I € 1 y- I : a . ; I ! 1 1 ■ POOL FENCE AT BUILDING / WALL " SECTION i I IP R G. 4 I I E E I 6 " X 2" X 10 GAUGE STEEL TOP, BOTTOM, 4 51 DE RAILS, LAVED FLAT- BUTT WELD AND GRIND SMOOTH AT SPLICES. PUNCH THROUGH TOP RAIL, AND WELD TO CHEAK WALL DECORATIVE STEEL RAILING AL B BOTTOM RAIL. 4 1 1/2 -1 -0 SECTION 1 1/2 -1 -0 SECTION 2 SQ. X 12 GAUGE STEEL POST WITH FLUSH GAP 5/8" 50. X.063" TUBE STEEL PIGKET5. PUNGH p� THROUGH TOP RAIL, WELD TO BOTTOM RAIL. �.. 2"x 12" 10 GAUGE 411 DIA. STEEL 5P1 RAL BY KING METALS #15-10042-OSq, TYP I BOXED STEEL TUBE, t6'-0" O.C. " I TOP MEMBER �" +/- 6-0 41. 1 O.C. TYP. I 4" TYP. I "x l " 10 GAUGE 0 BOXED STEEL TUBE, 1 2' x 1 2" BOXED STEEL TUBING P05T I I STEEL POST CAP, PAINT TO MATCH CO E U � f = STEEL FENCE, TYP. �� ;! I I ; I I w "x�" 1O GAUGE I I� I' I 8 e (3) HEAVY DUTY SELF CLOSING i1 I! ; I 11 I 1 I, [ , (, P; I I ? I I I « ■—`�... ' BOXED STEEL TUBE, STEEL HINGES CONT. II I 1 E ! ' I II I ; ;I 13 ! ° I � 10wsa 1 1 PIGKET5. PUNCH 4'-3-o.c. WELD TO GATE & POST 1 THROUGH BOTOM OF " I I 91 13 fi DECORATIVE STEEL PICKETS BY FRANK sINATRa TOP RAIL AND TOP KING METALS #13-12042-432, TYP. E I E OF BOTTOM RAIL ' I I; i I� I � i � � I, AND GONTIUOUS z x 2 STEEL TUBING W/ TYP. STEEL o 1 II I1 I I ll I i 10 REVISION CAP PAINTED TO MATCH FENCE I ij ij I _ 3 I I 1 I WELD TO MEMBERS. II <3 ;, E E1 it i I s REVISION I 8 REVISION TYPICAL STEEL DOOR HANDLE 7 REVISION HARDWARE MOUNT ON OUTSIDE ' " I 1 I ! I li I II FINISHED GRADE s REVISION I; Cq PANIC HARDWARE MOUNTED ON E' j i I I I ; 5 REVISION E E � I. I INSIDE OF GATE IF I li ' II I I I I 4 REVISION sl I (I I' E 3 ft V - -- I POST FOOTING REF. I 11 I II I 11 it eI � I 3 03/014/2007 3RD CITY PLAN CHECK ---_ I ' j ■ 5TRUCTUAL ENO CONCRETE PAVING 2 02/08/2007 2ND CITY PLAN CHECK l P I 1 i I �I DWGS. POST FOOTING REF. STRUCT. ENG. l FINISHED SURFACE E l � 1 01/11/2006 1ST CITY PLAN CHECK CflMPASTED SUB GRADE REF. - (PAVING OR P.A.) N I■--.-.--- ! -I I - --- I GEOTECHN ICAL REPORT -1- ! Revisions E , North NOTES: I i NOTE: GRIND ALL WELDS SMOOTH A. ALL STEEL MEMBERS TO BE PRIMED AND FEILD PAINTED. ALL ALL METAL MEMBERS TO BE PRIMED I WELD5 SHALL BE GROUND SMOOTH. ■_._ i ;� AND FIELD PAINTED. I - PAVING SEE DETAIL I/L-I.-7, WHEN FENCE IS AT P.A. ? -- jj #(k{E i 7 t � 3 � � � � E �= E B. GATES SHALL BE EQUIPPED WITH PAN I G HARDWARE (MOUNT AT _: (; I I ; ; I i■— ! _ I I- -- I P05T FOCTI NC75 ARE TO BE FLUSH W I TH I F.5. OF P.A. 55" TO GROSS BAR ABOVE F I N I5H SURFACE ON INTERIOR (POOL ' — ! E - i I I ' I I_ _I I_ _ I_-� I e , E `� I I E P05T FOOTING REF. STRUCT. ENG. DWG5._ _ ! Scale � f I E i -- I- — 1 I i I , I AS SHOWN SIDE) OF GATE AND BE ABLE TO SELF-CLOSE FROM A DISTANCE -- ' ' I ; I ' ' i_ i_ ._ j ; I - __ __ I i 13 ' I } I- 1I I OF 10" OPEN. MANUFACTURER: INTERNATIONAL. MODEL #: -7302 l I �■■ - ■ I ; ! — - I ---° I Date DELTA ONE I : I (?14) 185-4800 I __ I f E I NOTE: ALL WELD5 SHALL BE GROUND SMOOTH. ALL STEEL i ! ,SHOP DRAWINGS TOLANDSCAPE �- NTRAGTOR TO PROVIDE G, GO i , i i ( � —i , Phase� se M, EMBERS TO PRIM A F I A E, ED ND EDP INTER L ARCHITECT PRIOR TO FABRICATION FOR REVIEW. I I PHASE l 3 1 Job Number TYWN601 POOL FENCE Drawing Title METALWORK & GARDEN FENCE GARDEN GATE SECTION 1 1 0 SITE FURNISHING 61"=1'-0" SECTION 1"=1'-0" SECTION DETAILS e roG UnderRECEIVED ., ground Service Alert Drawing Number M�,R _ 7 ff Call: TOLL FREE m� EE :,�; u' ra: R KS DE>� •. R tMJB1.��b +J 1-800 227-2600L ■ l 0 TWO WORKING DAYS BEFORE YOU DIG • 3WAGraup I PANIC HARDWARE, MOUNT 35" ABOVE F.5. 4" DIA. STEEL SPIRAL BY KING METALS SPAN 1 SH WALK #13-10042-08aa, TYP. RECREATION 2" 50. X 12 GAUGE STEEL POST WITH FLUSH POOL AREA (; (; STEEL GAP, TYP. PALM DESERTS CALIFORNIA 5/8" 50. TUBE 57EEL PIGKET5. PUNCH THROUGH MIDDLE RAIL, WELD TO TOP 4 BOTTOM RAIL. LATCH A55EMBLY: PROVIDE 2" DEEP WELDED LOCK/LATCH. ENCL05URE TO BE WELDED TO 2'-0"O.C. I" X 2" GATE FRAME. PROVIDE A 2"W X 6" L X " THICK STEEL PANEL SHIELD OVER STRIKE PLATE. 4 1/2110.0 TYP. I" X 2" X 10 GAUGE 5TEEL TOP, MIDDLE $BOTTOM, LAYED FLAT, WELD, GRIND SMOOTH, TYP. 4'-2" O.C. C. I2" HIGH X 4" THICK BRAGKET5 AT TOP 4 BOTTOM OF LATCH HARDWARE, BOTH SIDES. a.T�glor Woodrow Homes, In `� 9 S745 W.Bamard Dr. '10010010 PERFORATED STEEL METAL MESH. " SQUARES, " Suits 140 ii San Diego, CA 92127 BAR5, T=Ii . ATTACHED ON INSIDE OF GATE W/ CONTINUOUS WELD. Laguna Beach HEAVY-DUTY SPRING LOADED , 5ELF-GL051 NG HINGES, TYP. ` s a u s a 11 t o (3) TOP BUTT: TOP EDGE 10" ABOVE TOP OF GATE. BOTTOM Los Angeles San Francisco BUTT: LOWER EDGE 10" ABOVE BOTTOM OF GATE. H o u s t o n Dallas O (2) �" 50LID 57EEL KICK PLATE, ATTAGH (1) TO INTERIOR AND (1) TO EXTERIOR OF GATE. 580 Broadway s Suite 200 uO Laguna Beach CA 92651 POOL DECK SEE DETAIL 6/L-1.7 Fax 9 4 9 .4 9 4 .7 8 6 1 949 ,497 . 5471 P057 FOOTI NG, TYP. NDSCg COMPACTED SUBGRADE REF. GEOTEGHNIGAL REPORT (1(10"0�FINISHED GRADE NOTES. A. ALL STEEL MEMBERS TO BE PRIMED AND FE I LD Signature N PAINTED. ALL WELD5 SHALL BE GROUND SMOOTH. Exp. Date: 09.30.07 B. GATES SHALL BE EQUIPPED WITH PANIC *�q Date HARDWARE (MOUNT AT 38" TO CRO55 BAR ABOVE TFOF CAUFO� STAINLESS STEEL PIN j `' FIN15H 5URFAGE ON INTERIOR (POOL SIDE) OF GATE CONCRETE FOOTING I ' p AND BE ABLE TO SELF-GL05E FROM A DISTANCE PER MFG. SPECS. �I I I I I I I �; OF IO OPEN. MANUFACTURER: INTERNATIONAL. N DG PAVING I i - i - - MODEL #: �302 (�14) q85-4800 G EOTEXTI LE G. CONTRACTOR TO PROVIDE SHOP DRAWINGS TO COMPACTED AGGREGATE I Q LAND5CAPE ARGHITEGT PRIOR TO FABRIGATION W COMPACTED SUDGRADE FOR REVIEW. Z. y t\�PER S. PICNIC TABLE POOL GATE POOL EQUIPMENT 1/2 -1 -0 SECTION 1"=1'-0" SECTION PANIC, HARDWARE, MOUNT 36" ABOVE F.5. 4" DIA. STEEL SPIRAL BY KING METALS #13-10042-OSQ"'I, TYP. STAINLESS STEEL PIN TO PREVENT MOVEMENT PRECAST CONCRETE TRASH 2" 5Q. X 12 GAUGE STEEL POST WITH FLUSH C.I.P CONCRETE FOOTING RECEPTACLE REFER TO SPECS � (; (; STEEL GAP, TYP. PER MFG. SPECS., TOP OF FINISHED SURFACE L `� 5/5" 50. TUBE STEEL PIGKET5. PUNCH FOOTING BELOW FINISHED DECOMPOSED THROUGH MIDDLE RAIL, WELD TO TOP SURFACE GRANITE, TYP. BOTTOM RAILS TYP. COMPACTED SUBGRADE t . LATCH ASSEMBLY': PROVIDE 2" DEEP WELDED LOCK/LATCH. ENCL05URE TO BE WELDED TO ATR W` I" X 2" GATE FRAME. PROV I DE A 2"W X 6" L X W 2'-0" O.C. TYP. THICK STEEL PANEL SHIELD OVER STRIKE PLATE. a PER S.E. 41/2"O.0 TYP. ` I" X 2" X 10 GAUGE 5TEEL TOP, MIDDLE, $ BOTTOM, PER STRUCTURAL 4'-2" O.0 2' . TYP. LAYED FLAT, WELD, TYP. o I le At 1�" HIGH X " THICK BRAGKET5 AT TOP 4 _r E [ Done 0010"InIn a BOTTOM OF LATCH HARDWARE, BOTH S I DES.% am= w _ PERFORATED STEEL METAL MESH. I " 5QUA I " TRASH RECEPTACLE BARS, T= ". ATTA RES, GHED ON INSIDE OF GATE W/ , 4 „_ CONTINUOUS WELD GRIND SMOOTH 3 1/2 =1 -0 SECTION KNOX BOX 5ERIE5 3200 WELDED TO 57EEL SINATRA POST Key Plan O HEAVY-DUTY SPRING LOADED , SELF-GL051 NG HINGES, TYP. (5) TOP BUTT: TOP EDGE 10" ABOVE TOP OF GATE. BOTTOM 10 REVISION a > BUTT: LOWER EDGE 10" ABOVE BOTTOM OF GATE. s REVISION 8 REVISION PRECAST CONCRETE (2) �" STEEL SOLID STEEL KICK PLATES (1) FIXED TO GATE 7 REVISION S:D" BENCH, TYP. REFER TO INTERIOR, (1) FIXED TO GATE EXTERIOR. 6 REVISION SPECS POOL DECK SEE DETAIL 6/L-I.-7 5 REVISION 4 REVISION P05T FOOTING, TYP. 3 03/014/2007 3RD CITY PLAN CHECK DECOMPOSED 2 02/08/2007 2ND CITY PLAN CHECK FINISHED — GRANITE COMPACTED 5U56RADE REF. 6E07EC,HNICAL REPORT 1 01/11/2006 1ST CITY PLAN CHECK GRADE PRECAST CONCRETE BENCH LEGS (3 NOTES: Revisions PER TOP) REFER TO SPECS N A. ALL 57EEL MEMBERS TO BE PRIMED AND FEILD (2)#8 STAINLESS STEEL PAINTED. ALL WELDS SHALL BE GROUND SMOOTH. North DOWLS PER LEG B. GATES SHALL BE EQUIPPED WITH PANIC, C.I.P. CONCRETE FOUNDATION G HARDWARE (MOUNT AT 38" TO GRO55 BAR ABOVE PER MAN. SPECS, TOP OF I F� FOOTING BELOW FINISHED ' I I I I r i 1 FINISH 5URFAGE ON INTERIOR (POOL SIDE) OF GATE SURFACE _ AND BE ABLE TO SELF-CLOSE FROM A D I STANGE 3 DECOMPOSED GRANITE, TYP. _ OF 10" OPEN. MANUFACTURER: INTERNATIONAL. Scale AS SHOWN #. _ Date T GEOTEXTILE, REFER TO SPECS MODEL 7302 (1I�) q85 4500 05/02/07 DELTA ONE COMPACTED suBGRADE I G. CONTRACTOR TO PROVIDE SHOP DRAW I NG5 TO w —1 — — — — — — — — FINISHED SURFACE _ LAND5GAPE ARGHITEGT PRIOR TO FABRIGATION � 1=1 I 1=1 11- - - I_ — — — — — — — �? � I� _ - � FOR REVIEW. Phase PHASEI ( 1 1 I H1 1511 H� I 1_1 I 1-1 I 1—�� 1_ Job Number TYM601 BENCH Drawing Title HANDICAP ACCESSABLE POOL GATE METALWORK & NTS SECTION 1 ��_ 1 �� 1 -1 -o SECTION SITE FURNISHING DETAILS E yoG Under c ground) ,y Service Alert Drawing Number Iu'n� Call: TOLL FREE 3: nn1-8nn00 TWO WORKING DAYS BEFORE L�oODIG L= 1 ■ 0 SWAGMup SPAN ISH WALK RECREATION POOL AREA 24'-401 �_3 PALM DESERT, CALIFORNIA CONCRETE WALK TO STREET GATE SEE DETAIL 1/1-1-1.12 SLUMP WALL SEE DETAIL 5/L-1.12 LO DRAINAGE BREAK SEE DETAIL 3/L-1.12 r SLUMP BLOCK WALL IVNW am "Dm,es, Inc. Swft 1la NORTH SOUTH ELEVATION San Diego, CA OM27 1/2 R — 1 -0 n ELEVATION CONCRETE PAD Laguna Beach Sausalito Los Angeles San Francisco Houston Dallas DRAINAGE HOLES IN WALL AT 580 Broadway CENTER OF EAST AND WEST Suite 200 WALL SEE DETAIL 3/L-1.12 Laguna Beach CA 92651 1 V-2" 49-5" 31-2" Fax 949 .494 .7861 41-011 94 9 .4 97 . 5471 N LpNDSCgp SIMPS0 SLUMP WALL SEE DETAIL 5/L-1.12 IC-) L-7 STEEL GATE SEE DETAIL 1/L-1.12 Signature Exp. Date: 09,30.07 Date OFF CAL\f 1. i-T- 18'-8w EAST WEST ELEVATION 1/2 1'-On ELEVATION CY) 181-8'# CY) ol 6 ROLLED CONCRETE CAP , TYP., COLOR TO MATCH MORTAR, REF C*4 MATERIALS LAGEND /fillfl 6ffX6RX16" SLUMP BLOCK W/ SACK FINISH POOL EQUIPMENT ENCLOSURE STEEL REINFORCEMENT 3/8 R 1 I-On PLAN SEE STRUCTURAL PLANS SOLID CROUT ALL CELLS PER STRUCTUAL PLANS STEEL REINFORCMENT PER o STRUCT. ENG. DWG'S. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT 1 x 1 1" BOXED STEEL TUBING EXPANSION JOINT SEE DETAIL 2 2 CONTINOUS WELDS AT ALL 21-1.7 CONNECTIONS CONCRETE PAD 41-511 C.I.P. CONCRETE FOOTING W/ REINFORCEMENT SEE _ 41-01' STRUCTUAL PLANS % (3) HEAVY DUTY SELF CLOSING A % HINGES TO BE MOUNTED 4" >00< FROM TOP AND BOTTOM OF >00/< >00< >00< GATE AND AT MID-POINT OF !__V >00< >00� GATE U4 1E1 i 1E1 i 1=1 t' Cwn > LU I IED i EEM I I=— I I M1 I 1= IL ! i 1 I L > OCKING DOOR HANDLE Sam > j L I— > HARDWARE, TYP. m imail LH aw H >00/< A SLUMP BLOCK WALL SEE FRANK SINATRA ICE_ i 1EE1 i 1=1 0 DETAL 51-1.12 Key Plan CL X BOXED STEEL TUBING PER > CONTIUOUSLY WELD AT TOP 10 REVISION S.E. AND B0170M TO GATE FRAME 9 REVISION 8 REVISION 7 REVISION > 6 REVISION > POST ATTCHMENT 5 REVISION > 4 REVISION HARDWARE, TYP. 3 03/01412007 3RD CITY PLAN CHECK > 2 02/08/2007 2ND CITY PLAN CHECK CONCRETE PAD 1 01/11/2006 1ST CITY PLAN CHECK > SLUMP BLOCK WALL WALL FOOTING REF STRUCT. Revisions SECTION 4 44 ENG. DWG'S. North COMPACTED SUBGRADE REF 4 GEOTECHNICAL REPORT 6"X6716" CAP SLUMP BLOCK FINISHED TOP), NOTE: ALL WELDS TO BE 4 41 'X1"X1 I- SLUMP BLOCK W/ scale 7-; CONTINUOUS ANND GROUND AS SHOWN 6 MOUNTED W1 FINISHED EDGE ON BOTTOM. SACK FINISH ' — -I j '— t — SMOOTH. ALL METAL Date SACK FINISH 05/02/07 DELTA ONE MEMBERS TO BE PRIMED AND FIELD PAINTED. Phase PHASE I POOL EQU I PM E NT E N CLOSURE GATE Job Number TY)NN601 1 L FINISHED SURFACE OF PLANTING OPENING IN WALL 1" 1 I-OR SECTIOl' Drawing Title AREA EXTERIOR TO ENCLOSURE FINISHED SURFACE OF CONCRETE PAD WITHIN ENCLOSURE (HOLD 1" POOL EQUIPMENT 2 ABOVE FINSH GRADE OF D.G. ENCLOSURE EXTERIOR TO POOL ENCLOSURE) DETAILS C Under DRAINAGE BREAK IN ENCLOSURE WALL ground Service Alert Drawing Number 1 R 1 I-ON ELEVATIONliiir sa Call: TOLL FREE 1-800 227-2600 L= 1 ol 2 TWO WORKING DAYS BEFORE YOU DIG SWAGroup I . � . I . . . / , -�' I I ''I 1, City of Palm Desert SPANISH WALK - I ': I � � I Water Calculation Chart RECREATION for POOL AREA � Basin Water Meter PALM DESERT9 CALIFORNIA I Maximum Water Allowance (MWA) �� SPARE WIRES: Input Zone Square Footage Calculations PROVIDE AND INSTALL TWO (2) SPARE CONTR Tree&Shrub Square foot 21,783 � WIRES FROM AUTOMATIC CONTROLLER "E" AT THIS Turf Square foot - 0 � LOCATION. TERMINATE WIRES IN CONTROL VALVE Total Square foot Cobble/Boulder 0 i BOX �E-29�. SPARE WIRES SHALL BE A DIFFERENT Total Waterfeature Square footage 3,900 � COLOR THAN ELECTRIC CONTROL VALVE WIRES. Total Landscape Square foot E 25,683 = � � Zone No. Eto Water Adj. Total Conversion Factors Total � � Factor Sq.ft. 0.62 748 MWA � I I - I , ; -, I I ,,,,, ,�,�,,, , - I � ," - 1 57.01 0.5 0 0.62 748 0.00 �- , ,� �, _��,,, � , I 1� " , � I 1, I 11, � ", — - , "I 11, I , � , I - , "� 1; I ';� " 11, � I , I ,"',i" , I ,,,, _/11" I 'I'll", 2 66.82 0.5 0 0.62 748 0.00 , I k I ,�,,, I T, I E-31 I -- "" 11 'll I— I - � I , I " I I I I ` , , , I I I 11 , 3a 75 0.5.0 0.62 748 -,", `___,_ - _, I ; I /111 I . I -_ 0.00. Taylor W ''I - 1,111-11 1-11,111-1-111, I 11111- 11 - -1-1111 1,11 I I I I I � "I 11 11 ''I I 1111 I I_ 1__1, , -, I 11 I I 11 I I I I 11 I I I 3b 188 0.510 0.62 748 ,A,A-A oodrow Homes, Inc. 11-1,-7-1,I I I I, ,I I 11 "I 11 I , - 1111-11111111111 I -111, 1 16745 W. B "', I ,�,", LIMIT OF WORK ___ E __ ' 'I _-,I __�111111111 I I 11,,_ - I 11-11'1�'� -1-1- _,_,__'', I 1 4 1 93 9 0_51 25,683 1 0.62 1 748 emard Dr., _� I , I - ,� , , I I I, ""I "I I "I �, I I , I I,�,,I I . Suite 140 " E ,, """" 1, , I " 1-1 _:"", ",,"_�,,, "', 11 1" , " ,- - I - ,- ," 5 11 ,,,,,� � � 1....... " %�f, ,, - I, I I � I -_,_�,: , - � � ,"" ,�", ,e - , I��, �......� , , """, �L, .... ;, , " " , "I 1, , , , " 1,11z"1111 '� Nlb� " ,�, ,,,�,� , , ,- 11 I'll -1 I �, I , k -1 11, 1�_111_1__ 11 "W I-, . .� I I , t 111'1,11�1��,�,� I , ', ; 11'Z " ,-,,, " ,,, , �� ,�� !�, i ,��,, I/ � -6, i, .,,�'��*, j'��-� f "",�, I I San Diego, CA 92127 � 1_1 �1'11' I I , �","t " , ft�, " - ,,� �, 00,` ','� "" 0 I ...e-, , ", , I I �,�, ,,� 9 �, 111�11, ,& 3 �, -- �,� ,,: __ , , "" 4, � t , � ,; �, , fiffil I'll, I �____-,__, ___-,_,_-_ __1 I __ ___ _ - 11 I I _ 1__11 111.111-11-1-1--�_'_"',',', ,�"""",""","�""�"'I",---"- " ",-" _' "__.";",______�,_ '�.........=_,"',. . .1',__,'1,_"_','11 -1 1� I"_,��'_',_�'11'1"I",'''- 1 40,4W no *ft ............... I 5",��z, ... ......1, , �, I 11 , I I I , ' , 4""" � � ��1* ,, ,�, I- I I 11 J111111111,4111W I , , " � : `- ,NWIW,�AW,AWIM",Jm��ow,,�,,#M-�-,IIW,AW,,I=,�'im",=",-Nw,lm"mlmow",IWINW��,,�,IIW,�'aw'-�,,,Ipm,lw I , ��,, "----,,""I I I Estimated Water Use , , 11 - , 1� I I . I I I I % -, I -1 11 �,111� , ,, � � I I I � I !11. I ,,,,,, I /'11 , � � I I 11, 11.1 I , I I ,-, �, I I 11 , - I - I I I I ", -1 �� I I I I 1,1,17 , : � I 1�0 1 AM - - � X � ie .......) I ; 11 A -, I" 4f,"'V , I - , , __11 ��,'JWA_Aie I I 1, Nzr—,, 7V _! 1- I 0>11— I I 1, I I : 1, I'll, 1, � ��, � � _�11 I, ...� .:"A",-ft" . "114jill,"-jille"llillilit"111W 1 14 1 ,I I I ,:� , , I I I I I I I I � I ,g,"' - � � __=1 I I 1, I I PASEO GUSTO , I rN - 1`11111111111� I ''I- , I I I 1111w- I I " 1'� I I ",I 1-1-11 I � � I POINT OF CONNECTION Will I 111k* I I I ,I V I I �I I"I" , ",Il,lli,-,W,',W",M'Ini�-INW, , � 11 I �, % 11 "-" " " 11 I ; I I Total Number of plants 1008 -_ 1.1-11,11,111, , I illillilljlllll -4mak I I ,, go- )%*"ft�, , , ,I t; 4",P, _ I ,I I I 11 11.1,'' I I M _*0 jW4111111111i" **,' -,,,,4,,, "' I " , 11 I - __ �,_ , %11- ",",'__ 111111111, Am-ww,mw,— 0i 111111111111,11111111111i" , , , % " 11 I �� , 1,� "I 11 11 1 "I "I " 11, I., 'N- I 1, I 11 . "R i I - — ft e I", ,, V ,,%_ ,, ,-,---,, , I � I � � � "� ... ...� 0ftftftM__-- M Aiiiiiiiiiiiiiiiiiiiiiiiiiiiiiip iiiiiiiiii 11111111IR1,1111111111 Im'-w*V*,ft W , I I ��, E-29 I I " POINT OF CONNECTION: CONNECT TO EXISTING 2-1/2" 1 I", " -11111ft , , , a __-, 11 � � I � Number of plants by water use I �1,� � - '"' " , ow � � 1111111111 I "�, ,,,,,�` ,- I 1 - ; %of Total Landscape Square Footage Sausalito I 11`11',� I " k , — ! : ,"', "" -; 11 I I , , , "" I 1, 1, in I e 11__� I Low 369 36.607% 1 1 1 1 1 11 - ,�','' 11 I'll 1- ,,,,, � I I �11-1-11, �,,,,1�11-11, - ,` -1 7,974 1 , I , � ' I __`,� " 11 -io ,,,,,,t� I � I " �, I , 144- , A` _11-t", _'--,w,,,,_- _-_---__-____-' I I I I I � �- I I 11-11, "I ", I _# ,villi-l"W a , ", I � AINLINE PIPING, TEN (10) CONTROL �,�', 0 � 1, , , " I I 11 � "I T-, , + " I 'I _W I * "I ��,4� 2,- 1 1 4 , I I I I I I 11 I 91 . , ,,, , H o u s t o n " ,- , , " ; " ,�, � I F I � 34 ,,- ', , , , , Aillill,"'Or,- ""'A" 1'� � Low/Mod 223 22.123% 4,819 �, 11 I ", " 11 -1 � I � ,, I 1, - , I 1 4 % , 1, - ft* I I ", __ I � ... ,�� I 1, _1111111111111t�,#111�", ,_ �" � I "' , , , 1, Al Ilk",.......� i7 I `11 " , , ,,, , 1* - , , I I llt�', �' I WIRES, ONE (1) COMMON WIRE AND TWO (2) SPARE 4"at", """., " ' ' " , - I - � � " , �, � I ' 11 �,I� 11 "I � I "I I 0 _ I , I -, ____1-1_',_ I � I I I I , I-,h , , - � 11 e � ,� 1-1--, 11 "" I , % "I I - �, I , " I I I- I �� 11 11 I I I M �,, __ I a, �,`� I I � fl, Mod 366 36.310% 1 111''i., - 11 V,�, 9 n I 11, �1 1, 1 7,909 D a I I a s , - I , , � , I j, , "- - 411W_ I %�11,1��,-,I ,ft 'k-Aft,116i --- �le 's...Am", " '11Na,t�-2-; 111� 11 1, "I "I 11 - �11 11 � I I 1�1 I "I " � 11 � 1�' I � it, ,,,,%, 'N' ,� I I I 0 ,, � 1w, - _ � - , WIRES FROM EXISTING AUTOMATIC CONTROLLER "E" , , , I 11 I I" � - I - "I ,I I - 11, _ I . - _10"_11110 1_111`111447'w' �,_, ____ �, � 1, - , "�, , , z , I I I I ,I ,jn , "*��- 7"WA -, _'1-1-11__., 11--1 ,,, � `11� ��, 11 Mod/Hi A p ,,_",,'� '"'"' , " , , , "" t I " , . '"W"Aw, ft* , � ai,va, 0 0.000% , V - , � " " ; , " __Ak 1 I I �, JIM :��,��;, ,�,, ,, � I � I — 0 ," 11 ,I 11 I I 11 1*11111,111111111111 Alev,1111111111FAW I I , 11-11 11 1- " 11 . I I 'll - _"11 M , I EATION � � , ��:�J'�, , "' , , . , "' I +W-1,�-s- �11 *"ft*, *41 I I , " I High 0 0.000% INSTALLED AS A PART OF THE SPANISH WALK RECR ' r , I "I" , ,,,, , � I I I I 11 � - � I I I I , "I I 1_� , I - � , "__ 11 I I 11 , W I , ,,,,- '' ��,, , q%, "' , �; � I I I I I I 11 I . I , I I 1, I I - . � 4 ,�, �, � -11 I I I I � f 1,1 "I I " I I 11 I 11 Aft I I I I ...............*_�, , 71 1 0 , " *... I , �, , I , 11 . 580 Broadway 1:�"_ I 'i n' - ,# , - "I �,�,, I" 1, -, , �_ I I I I '� I I ; I 1� �, 11 -1 -4W4W, 1 1 1 1 , ,", , , � I - , , � - , �, 1 5� in , - _�,�; 11, , I "I -, I I ,, I - , I 1�, , 11 1;, , ,,, -1 Low Trees 19 1.885% 411 , , , " I � - " , , ,4, �, , , "', - I I I—— , I Aft," 1`111111111_4w� 1 40, I 1,_,_;_,.. ........-1-1 _111_1_1� 1�, , ,,,, 11 I- "I - 'I , R I"I I ;1 I ,�, � � I . ,, , aft -ft*ft#AW�WWAvW1W � �1` 'I, 0 , - I I I � LOCATION SHALL BE VERIFIED IN THE FIELD. SEE THAT 4.11 It" ��','"A,_"-I_,�_1� 1,,,, " �, " , - , ,_ - I -, - 1, I I , "I 1, " I . - 11 1. I �?�� ",-*, I -'' Low/Mod Trees 1 0.099% Suite 200 '�! "' '' %� r,",�,,-1 I, , I I I �, 1� I I 1, z " ,,, 1'�11 ��_, I I . F " " ,"- � 22 , '. � , 10 I 1, ". A"111-1111111111i, 11111110 1111111111 ,�', I I — I /�, 1, ,'I ,,, - '' , -I "I , �- I 11 1, ,��/,, ,_" �, 11 ILI," I" " "'' , "" ", 11 -11-11;�` /.�",+ � _�, 11 7 , ,"-11� , - I I - - "I , "Iftw_ftft� Aft',"la, ", , I EA IRRIGATION PLANS. EXACT ,;�,, # I , I , - 11 I , . ''I'll ' ' I I , I I �, -1-3-1, 11 I 11 - " I 1, 11 ,_1- ,�, - � � , " ,,,, " ,��1'14,"I'll � I 11 , -, I ^111 I 11 I ,,r,, , _ , PACKAGE FOR ADDITIONAL INFORMATION. ROUTE NEW I'll W, _3!w , I "" 1 I " 1� � �, � - J `11 "I � ; , - I � I , ,/ 11-1111-11-1-11''I'll _1__1____ -" ", I I 11 I - " I �, - 1, 1�1111111111i,_4111111__ -el � , �,� Lag u n a Beach CA 9265 1 " , I " W '11'11,�11,�_'IYN,"�� " "I -� 1 4 4� # -� " f , " � , " . ",* �, �� , I f4 I ,.- I,I I �, '00ii-vot4ft, I 11 ,711111 Ar"Un-mm, 1111111111_`1111111111_11111111111 " , � 11 �� V ", n", Mod Trees 8 0.794% 173 � � -4, " I " I 1___/__f I I - , " � 1, c I - ,. � - I 11 , "-11 I I I I ,z_ _ , ,I I I 11 111� - 51 "'j,".�,,� � _M* , , x - , , -, 1, 1, I . ,,,- I 11 I" ,I I 11 ., �MWAWAW�,,lllllft, I I 11 "Ill � Mod/Hi Tree 0 0.000% 0 F a x 9 4 9 . 4 9 4 . 7 8 6 1 - , " � I I _,;, , , _� �7��,_ � I _�:ft ., " I I ,, , I " I ,w %*,Mj� I " , I 1, I'll I 4, ,� ,,� " _,, ,� � I 11 I -�' ,� �- '�� -":; I I ,,,,,,,,,,,, I 11 '_ 1 7 1 1 "Ir4l!1111111,,Allft� ,� I , 11 i' ' ,: I V I 1- 11 `�, ", _,� " , � I _11, I I 11,,'IN I , , - , ! I I?� � Trees I 1 2.183% 475 , MAINLINE PIPING, CONTROL, COMMON - - " , ,� ,1*1'4l'_ - , I � , � � �- 'N"_� ,, _-, '01, - , �,_ I , 'M �! �......... _% , -, ��', ", 4,��_" , I I , i, '__',_,,, "I" ,,, " �, �I * _ " 111�, I I ,, I , I - I � �t " , , , - , , I I I I I I I . , , " "I'll I I I - lr I 1, , _,111 111.1111 , - I ,,, I I 11, ' 'I -1 "",-,"�,,�;,,',',",�,,,,'�,,,,,;",� _- I *1 " #11 " , " '' " , I I " ''At",� I I I 11 _11 ,_ �, t1_111 11-N �_'- I 41�._ 11111_;�,�, 1�'1_11= I 11...... �,,' � . ,�, " I I I .� I � I I ___�1----" , N, , j , IN, " " , 11 - �?�i_ AND SPARE WIRES TO NEW ELECTRIC CONTROL VALVES AS 114111111 , - , , I "I I j - � 22 �I 11 �, �, 11 11 I I, - I �� , , f� � , I 11 , I I "I , " _, � I " I I 11 , , , , J _ , , I'S I 1�1_- . I Total 100 I 100.00% 21,783 1 t=:=_ I _r,e �, � ,I , , , " I � I I + , �, ��, - � I I I" 1 9 4 9 . 4 9 7 . 5 4 7 1 SHOWN. CONNECT AS REQUIRED SO THAT ALL NEW N��,;, . , 1, " I �, I I I �,Vl, , �I I',�' # ., 1, 11 V,�, I I " , '�" I I I = , I " I - 11 I,,,,,, 4 I 4, �,, I I - 1, I I I I 11 , �, 1, . 11 , I 1-11 I � 3_','_"____'" I , � " ,� I I 11 I ,�, I 1, " - I 1, w��_ ,,,��,,%'�==,��wz,-",�,�,'�'�,�.......� ,",',�1�1�_,, I , I " ,� 11 I - 1*1� ,11 , , " I � I 11 � I I , I � � , I , I, � - "I , � 11 ,,,, I I I 11 I , ,� - � , �4, ,, -1 -, '� 11- ''__ I I 11 I 111 - 11 , I � I I , -,, ,"- , " , , , " "�N 11, , 1111, � 11� 11 1, " I I "I ,�, e... "ill 11 I , , , � 'IT" ,f a��, " I I� , ELECTRIC CONTROL VALVES OPERATE AUTOMATICALLY FROM I AI I I ��,r""111 ' 041, I , "I _-�,f,,, � , '' I� - I 11 � " , 1 ,f ,� , "I , - I d - -1 , ,�, " � ,,, n � 11 .- � " I I , , I 1, � 11 , /I ',�� I - "I , �111 1% ' ' " ' 'I " � I I I I I I � I I 1� �, I 11 , , , "_`�`*% i��! - 111 � ,� f , , , 11 - ,__,�,, �,,�_ " ,' I , I �I! ,, �,,,,i, I SHRUBS , 11 , � , , �� I'll , , � � � ,,,;, , � __- , , " ,_,,''_11, ,�11, , � " - " I 11 , I� � � I 1, I" I 11 -, , " �, � �111 I � , I I I I �, I I I I '11 ; I I", " " , I ',� � 11 I - � , I I i � 2 ,"�� I � ,,,, ," I I , � 'i '�,"11'1,11"I , , " ' ` � IV AUTOMATIC CONTROLLER "E". " , " I I I V , �,� � I li I'll �-1 i �� I ,,,, I I , I - - � "� , /" I - - -___ __ - ,", �� "', , � I - �, " , +" , '' '' I ,/�,,� ,�,,v �, ,�,,,, , , , , ." � , �' � I, I I I � '11, / 1 , � ,-" A ' lr/`� IIII&I-11 ; 1, ,11", 11 11 � �1111 1''� � I � �_,� ." 11 I I ''I I N"_ " - I I - 1� I I I 11 . - 'y " ,,_ 11 � -`4, �' �' �*"',,,,__...� � __11111 I 111114111� ", � �� ", 'J� , + ,,�, �_ 11 I I ' 11 �' 1� , � , _;"" , I I q,' , , ,,,, I 11 1�,_`N ' ,,/ I �; 2 I 1 ""7 I I �, "I ,,� � I I I " '5 1 , I I � I" "I'll,_-4--111_1111I'll1111111__", "I ", I I , � ", , �'- �1� Plant/Irrigation System Type: fil I, I ,,, I 11, 11 41 1'�,, ""Ill",", I I � 11-1 1111- -1-1 -111-1111,111 I--1 ''I -",I , I � 1; I I 11 I I Zone Irr.Eff. Area Seasonal Plant Factor: 1 00SCANA, �`,,`�",:�, AM,AW � - , " " J i," I I 1, , 11 — 3 � 4 ___1-�, - �_,_ ____ ` 3, f, ."," � I I 111", �, � , --im-j-k ft 1�" � 1111"k1l., - F , , Rik 1.1, I", " I � , I � 11 ,� , � I I � , I I'll �, I V ,", .,I �� I I I ,/, , � " , I 11 I " Spray/Bub/Urip , " 11 I I 11 ', � - 4 0.9 7974 1 Low Shrub - I "I I """, , I , , , I 1�1 I� , 1,, V., I- 71P , , , , , � , Il � I V.Sl Mps , " � ,,, , , _::�,'I �� : 1�� ', 'I", I I I fl- I �&K C', 1, � 11 11.1 11 I �" I I I I � , "A 111;� �,,"',, , ""'" I "" , I 400", I " 11 - I I , J.-I" 1,1 �1, .11, - , I I " ", I , Zonal Eto Plant Area Conversion Factors Estimated � I I - � � " I ,e - I, I I� , Season C, I , I = M W W Al!ft"!!!!!1!_111!!111 = W No Me M -Y, W � � �" ,,, � ,�, � , , - � I Oft �&, "',"", - I , I I � � ,� 111!111`�M "", �...4 _� "IM �,,�"�,,7,1'I'll , , " �"I"", ?11 I I'll I ,�,�,�,_,". ,,,,�,, I I,� I I I I I I , � / "I , � ______F 748 , - 5, , 0, -, ""_, , 11 .1 "I , � �, 4 �� " , , I 4, � el_," I � ,X , Water Use I 1-1 I I ,,, � , f""k,,� ,�,,,,, �,, ;,"""', _ - ...� I , " "', V� ,`�'' A# :/I I I *0 I � I � -- 5 ""W ;nftz '_ � � * I'll'-," Ift I ., I I I 11 I - , _,��, , ", �, I I i�� - ,"I",,7 1�1'1, 1, S�, , , , "�" "R, �� Value Factor sq.ft. 062 Irri.Eff. 10 , "I� - I , I "" �,-,-- "�,z�'.�t',�",V,��,��"",io '1111,� , " ,V�,,� .�', ,�; I � I ,; , , I 5 I I � - 11 1, I , I r � I I �Ilfll � ", " " , I 11 I�� : �� , ,, ly�"', � I I'11� I - I I !nW 7-0 I I 7",�7`77`7" � , �, � I "�,� 11 I , I � I I , : Spring 20.69 0.2 7,974.13 0.62 748 0.9 30.39 � #*" -�" 7��,, � I �� I I " ", � 5 I , I I ,; :" . � __ I 1, ,,, - ', , 11 � " — . I'll , , I - I ix -4 **,- ,` 0 *� t ,,,�,,� """ *W-4WMW--M&--1W,00,40 I I �sonim'-Mm''=11 � I �� , �� , , I , i?"�, � I I I � I � � I I 11 1� Summer 57.29 0.2 7,974.13 0.62 748 0.9 84.15 , � 1-01,11 5& \ � I , � - -11, � 0 , '! " '�4 '1, , , ,iii��6�:�, ; i, 11 � 6, - , , i ) , In - "" 1� : � , ,,,� ,,�...... 411 � I I I r- , ;i I -iii I , & � � I , , 4*! ,,, "' "" i,� , 1, , ,� �: , � , �, �� , 11 11 I, .... I , � 11 , , , , , " " , _'f I - ! , , � , , !, , _� , 11 I_ � , , � - �, , I �,, ,,- , . " �, , , � i� � ,,, I - , 4 -:4w4millir � , 1, I 1, I � �, � �� " I I � 1, % I �, ��,, - , I , I I I I � !� �� !� ';� � � I , I I 11 � I I 41111iiiii, 01, 'aw I ,T , " � I I I 1, 1��',�. I , , , " 4;.� �� , , 1� �! j� I ,`� � , ,6 I i 't" ,�� , _,4,,Ft , I , � r _. , I I I � ;� I I I �I ��' 15 1 , , � , " �' ` I ! -; I � 11 I "I I k 11 I I 1; I I I I I- ", , '_� fl, , I _71 - 1� 01�"i" ,,"" , �, z :, , I j I �I 11 -I I , 2 7,974.13 9 - ", ra� � R �, I : � I � ,_r,7 "a *11111i 'i I �gk�, 1 15.97 0. 0.62 748 0. 23,46 �� I 1,,�_._",,".,- , -, 11 I - 1-11, , " � � 1� _0 I,"'.40 0w,"'", ",I 0 Fall-Winter I I � ...... _z....�, - "I I 1,1, ,,�,�51 "1,* L-,�,_ ,,,,,,,,w,m ,:1-A-1,11:111,1�'1� I . 1�' "_=, � , I " ,� z? � v, , �, , 11 5,��,,", , I , I I I � " , - , , - V, � �� I , , - , , �, -1 I" 1� -, I � Exp. Date: 09.30.07 , , I'll " �K�,........1�, ,� � U � _ , __ " - 11 .. I 1% � 1 TOTAL 13:7.:919 ,, ,,......�, .......�, ,, ,,......�, .......�, , ,,......�, , '' ,,......�, " .......�, " .........�, ,11 , ,,, , " , 11-111-�, " I��, I- , , I - , " I'll, - I . �, 1111� 4, , ,� 1� �, IN I I I I , - . � 1'�', " I , , , ,� " , I , ,�__,_J,_._�_/� , - , y i - , .........0 -, , I I I _�_, ft", I , , , I'll 11 -Ilili I"M __--f *,;"-_*," lk, � _�_'_4: 11 '14 SignRure _1-11 *4; 1 1 _, 1 vlii_V�4 j� " 11�11� , I , I Irl - r 114 '1/ ': W a - � , - , 1� I I I _ I I I I - I ", I " , , " , , , , , , � , I 'A , I, :�, '� - I I I � I I 1111,11 " , 1, I I I'll, I , I I _'11� 141,1� I , I I I "I I I � I -1 , I I � -111111�1%',�,:_�,, �, 1-11, �j , �11'1i� - * * 1� ,�11'1'1�1'1'1 I��,;, ""'1*1`1�1 1111 I 6'1'11_ I" 1, I --t- , V , r I , I, I I , � r "a . : , I I �I � �� 1%�V V, _7, j , 'T � ,,,,� I I I I I Ill I I . I"," -* I ;a 1', - 11 � I 1'"' __ _ , "I' - "'_', - 5, 1, /� y "I I, '' I I ,1 Plant/irrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor: 01 � I I - '' �1,11 I __1- I � � I �,�% 5 I',� I , ,,,, 1, 11 � I , , , , t I I I I -, � I I �, , , , ,,, f Spray/Bub/Dri I I '1111f 'I-,-1 I I 1,�', , "_-,� , , I ,I :_.....'1.1� �I 0 - �'10,I X'11� , , 1,1, '14 , ,,, J,�j � I ,�, �L_ Ill 141 11 I ,,I I I i I " , , �11_11 ar" I I 11,� '� , , � , I'll , ,� , I I I I , p 4 0.9 4819.057 2 Low/Mod Shrub A ,; I �, - I � I I �� ', , � , ,6,�,/,,_.1 1114 ___11#1 1XIff �� "p, A " , 11 , ,,, Season Zonal Eto Plant Area Conversion Factors Estimated , , rlw I'll, I �� , " 11 I I , e , I I , I - I 1, 1_1 , ��, �,`.........7 ,,,,, " I -" � 11, ,� "" , � I � " I INV �! �, , , I' � " 11 � I 11 1A I I "-' " ,,, I 411 I , I I , I , _ " 'I , I I'll 11 I "I'll I,,,,, ,; ,_` 1 "`,": _," I nJ',"',-`,- ......_, " ,�, , . , ,�I - - , � - , _� ', , � ,, Ill , - , , - , , ,,, __1 �_" , , , / , , �, - 1 � � I'll � " , '. All " � ,� I Value Factor sq.ft. 0.62 748 Irri.Eff. Water Use - "I I I 111, �, f��, I I 19 �11�_,," �111 I I , , , , , " _:,01� ., "I I I P '4 , 4 I I I , , I , , I V �;�,`,,,;',,',�, , , "�� ; I 11 I - I I , ", I 11 1, " " " "I 'I, I 10 ,, I I'll � I I 1, �"X11, 11 I � I 0100111nnn ,� ,� 'Ie_ I ,I, ��,�,_,�,V, . I I 0 , I , 01� �, , ,I 11, I I� ,��,�,,-,- O.""', ��','�� , ", , �", �, 11 , ,I I I I "'' I ( ms ae I ,"',� Summer 57.29 0.35 4,819.06 0.62 748 0.9 88.99 1 - ,�e � I I I j ,, , Il ff 11 '11;I jt�� - 3E�� " 1" , I" � "', " - " , I 'N ,'r, 11 I : I " j , I e�_� __11111111 -III 11,'M,_�__ ,,,, - Irl., R11 I 4 'ye",400- , I �I " I , :4 I�, M;I I I �, I, "I, I,� r-, 0.9 32.14 POINT OF CONNECTION �11, I I 1�11-1 ,_ " ,�_ 11 11 � , I Ill. -. 71 I i ,.,,,, 9 Spring 20.69 0.35 4,819.06 0.62 748 , ''% , I- , - 9 i't 1, " , 1_I � " � "',", I � - z - � , a,W I , ,,,, ,�& , �_, -, -, "' , ", ,f" , " I .I I I I I � VP- �/� " _� I, , =, 0" �/��,,V;�-,' ,�_ ",;, ,, �1'111,1'111 A , � 0 IV" "11! I , ''I'll ,,,,,,, "', -- .,, ,, w � ,,," ", ,�*_4 1-1 I 0 � I— _ ,,,,,,, &,,r, I ;_ I R1 " �_ I I I I " I I I , , , I 101� ,: I ��, � I I I 11. ........ , - I I . ; I t , -`,j 11 P% , ; � Fall-winter 035 481906 0.62 748 0.9 11� I,, - � I � ',,,,- =" ,, I I � 11 �,,_�, � ___ I I I I 1 24.81 ,'# ,, , I I � , " 1111111111' I , I � I -:-I.— I I - I �- ,� I " , , I I �� , ," I TOTAL I 1 145.941 �, 1:=_11' I , '''', _ ". 1, , - " -�` 3: � 0 - 11�1 11111111"law ,�4 , , �1'1 11�'' _',, , " , �," , ", W (,_ I -1 , I I _ _ = F I I , " , -1 _1_:i`� : , " , ,""", I I " � I'll �, I lll;_-�t , ,,, I I I 1, f , 40,AMW, I I 11 ,� POINT OF CONNECTION: CONNECT TO EX)ST)NG 2-112" ME,� I I I _� ," "": : ej 1,� -, , V; 15.97 , �I - � i� ��,,_,--�� ,�"'n "" " ` 3: ,�,P),, ,�'"Ill' , AINLINE PIPING, TEN (10) CONTROL " "�, "" " I' ll' ' _ ., 4 111111[ ,'I j i , I - � � .....� ','�ee '11"' '�'�, = "" = ,- - �_ ,� , 't ___ tj ", �I 141": `,""'�'_ ""1�� , � Ill , ��,', , " - " , - _ I I I , , I " .� , " ",_ "If �11 , I � I � 11., n11�11 1, I I ,,, , _ "' I ", I � �;� L6 I , # , , � I � "I , , I '� ," , W I I - , i ,�, " ..... I , , ,� I _� 41111*11MANT, 1 11111'111__.��,�, 111. ....... I 11 111� I I I � "I" 1- I I I , I i, -� /1'I I I I Plant/Irrigation System Type: Zone Irr. Eff. I WIRES, ONE (1) COMMON WIRE AND TWO (2) SPARE - ,�,��, I ""''I'll I 1::�1: ji,� I, i- . 7, 1 1" ' I I W� ,, $ 11111 "� I Seasonal Plant Factor: 0 __ I I I I I I _'� I " - ' "I Area , � "I'll, I I 1, I , 'L � , Consultants ,�', I I #I� ,,� .4 1'�'111'1%g/1", " I -_ �11'11'�� L16 C) I I _/ 1-1, -, I _ . , � �g,,' � 1'1:.�111 � I'll 11 I,I�� I ' '� 'L L' ' I . " , -` *'" L I I �11, rub I ,, '11"I", - _ ,�, ,"�, 0 �� ,"", _ , �a , ?"', � I � - ,1 X 1 "",� �, � _ I 1, I , Spray/Bub/Drip 4 0.9 7909.304 3 Mod Sh WIRES FROM EXISTING AUTOMATIC CONTROLLER "E" - I 'I, I - I , � _', � 0 I'll 'L 1 ,,��L, ':,"I 1-_ �I I �C L, " - I I I ,I � ,, ' ' '' a � -* "", ", �,_� I'll 11111", 1-��_ L " , , "I I e �, lliii��,I ��111��,, ,�11"11,� ��',��,�'�' 'L'� i p"', I ; r ''I Season Zonal Eto Plant Area Conversion Factors Estimated . I I LL' ,, � � �,�, , - Uj INSTALLED AS A PART OF THE SPANISH WALK RECREATION r11`1 I ,�__ ' ' "' ', I I .�fLl -11, I " - �i I �� I "I" I , , 1, I �, I �111 - � ' ', "'L I , , AlL, " V � 11 �_, I I �'� '�'�",,"�'�" L". t �11 1111,� I ,, , , , I I I , ' I 1�f"',,,, ,I t,- j , Value Factor sq.ft. 0.62 748 Irri.Eff. d.d.Pagano , , , , I '� -,,-i Water Use , " � �_,, I �1�11�`��,`XI'A',,","'� I ��, I I I " - ,-� � , ,� �_ - , I �� j, ,,,," I'll I 11, 11111111111 1, , � - "I I ' ..j �j � ,v, ,I I I I �11� ,-,,,,' '� �' ,� � ,�,�, , Spring 20.69 0.5 7,909.30 0.62 748 0.9 75.36 Irrigation Consultant - 1, I ,,, lj , , 0 I I , """";""':I 11 I jI i- � .-," , 11 , �,, '% I � 57.29 0.5 7,909.30 0.62 748 0.9 208.66 "w"'g, I I """ , , ,�,I 1j I --,">� ,� , I I �1, � � �,_�,,,,, �,�- I ,,� �, I I , , . . I I ", I I �, � � 11 e � Summer I I , ,,� , , I� , I�, 3 1,�- � I I I ,-tx',',,,",'_ '��/, , 2 , PACKAGE FOR ADDITIONAL INFORMATION. ROUTE NEW . I . r �,�, ", � ,�,,�', I I ,III I L j" , '�,,' �;I,- ,�, ,,,,, � ,,'�, ,"', I \, "illtill, (",# 6V 11 " , I I W , _ �0,,,, ' ' I I �,1 , ' ", ,, "" 1, , " - , �0""', 1. -_, I� � , I I I'll,� 1111110 ,, ,, , ,,,.,, I I I , 1% -, - EA IRRIGATION PLANS. EXACT , I ,V , _# 2 I ",_,* _"%'_�L""_`-- ' , 4' 1- � mr9m, :z""';�"i", Z�` I , ,, , LOCATION SHALL BE VERIFIED IN THE FIELD. SEE THAT 1� "," , **-"WW% I j' ll_'�" ' �1 �LL �""" """"" ,_�, � I " , ,�k, I I I , 1�' , �g'�,,',',, � 1-1-1, I I ) 1111111111111 .j 11, - , I I ", I � I , I , ,", I _� _zl'_ ',I' 11 I I �11 1, 4 - ,Fall-Winter . 15.97 0.5 7909.30 0.62 748 0.9 58.16 4705 East Chapman Avenue �'i_�� I-' I � ", I W, I I " I I , 11 _-, :�,�,�' I I I I I TOTAL I I 1 342.18 1 1 1 1 � I ra, ,ft, , , ,I ! I Orange, Ca I I - le "' "''I , L, I "I , � , ='_ , ='_ , ='_ , ='_ , ='_ I I I I , I I I , ='_ I 11 ,I 1�1; , - - 1-1�111� 11-11 -':I' '"' I I ,:�,'11�,M� �1111 11 �1111 111=11111 , I ,L`,� _", , � " f � - I � " _ri:,� /-1, I "I' , I I 1111 11 ��;e ,,- , ""' ��,,, , , I I , , I , , ,I 1: _,�--"-�- ' ' �- 11 I I ", '-, "", ,:,��,�......... L lu N 1 < I �11 , , I I I ", , 11 i ," ,� w', =1' , ', ".j L' MAINLINE PIPING, CONTROL, COMMON "', , , - , � ,� � 1 1 111 , ,:", '��'** '�L ,�,� , ,; I , , _� ='_ "I I . I I , , AND SPARE WIRES TO NEW ELECTRIC CONTROL VALVES AS I�, �� , � I --I 1_�...�,,_�,,,, L L - I �� 1�1111 1, � _ L ,L �_ - i , I � 1�I 111 -111 `:7 , I ' ' I' , I� ,,,,, ! �� 'Icl_� , �_ I , ,,,,I �, , I �1, -I I I 11 I ',,, 1�, �� 1��, 11 I � �" TEL: (714)-771-9200 1 , , I I � , I 1, SHOWN. CONNECT AS REQUIRED SO THAT ALL NEW ONLI- I "I"', 1 I I ; , I , 0 1� � :, , Plant/Irrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor: , I I � -L - I I � I I 1, I I �_'�'��' �' I, = I 4 �, � 11, "I e 4 ,,,,, ,� I'll, ,-;,11 1�, - I I � �� 0 " I - :-, �`, 5 , "y I I , 11111111 =11n," 111'11��111, 'L, ''� .. ....... I 1, � il :� � I 11 "" , , - ,, -,, 1, ft�I" �� - 4 Mod/High 97ru'15 I , "N I'' . , , I I I Spray/Bub/Dri FAX: ELECTRIC CONTROL VALVES OPERATE AUTOMATICALLY FROM , '11 I I I 11 I � 'I'll "I'll", 11" , I �� p 0.9 0.000 4 1 1 , ,;L� -PA I: ' _ , ,1'1�1_ i,,�' � 1: 1" ''I I I 11 2 1 ,,,� , - I ',` "I'll ,_ I I 11 ", I I I I I I 1�. , �:": I "! I" .1, Ill L r!�,-,�,N%-',---�--, :;: ,�,�,;--; I I I "I 4 0:� I � I ; I Season Zonal Eto Plant Area Conversion Factors Estimated I I I , , I 111�1�1, , , I "' � Aft"" "I � , , "', L I I " � � � ,,, � , I "I I 11 - , "I ,�, 11 `� L '", """ ,, I '=z,&q "I ', I � E-28 I I I Value Factor sq.ft. 0.62 748 Irri.Eff. Water Use I 1i ___, 117 I I " 11,11"111,111", ,�,� , I , � �, 0,11,1111 , I 0 �,, AUTOMATIC CONTROLLER "E". I � I , I 14 '" ' 11"I'A '' ,0 , ip ___ - j , � � I aw"" I I " 11 , , .1 'Nal I I", " -� ,�"_""� -,-_-,", I I ___ L , I " 11. 111111111,14INi 11111111111-11111IF1111111111 AWI-MW-iW,MK"�=111111111111 , tl_-.k ; I % - � I L ,, 1, I _"�_ , � I " z_ , ,,,, ,,�j;_,,_, I 11 I 11 =�111 "" " I 11 I I 1 , '111 Spring 20.69 0.65 0.00 0.62 748 0.9 " I ." ",- - I _*!!,4l11!1t__ " , ',,,,,,�.,, �'L 4kll,'111", 4 ,- , 'I'll",;�, 'L' I I I I � Me ='m 4W4%*4W,W,AN0*,-, , 7", ,�1111111111AINWW, _M'"01 I " I I ,, ��"' "M�� - I � I � , ,, _- I I �r I I -,O�,�",,,,',�,,,��,,��Wl,,',�",-��-",-,,,,�,�/11/�,,,,/,,',�,,,,,,,,—�;�"-,,� 11� , � �i,,"�,,,,_�,...�� I I I , E� ,1, V, I in I 10.0 , � � . � - - I . I I I" I 11 M " I I I'I I I I I I I i� ,1, ,iW, I I " , � I L , I I<.) t 1 0.62 748 0.9 ' " � I I - , , I _ I , ,fo , , ,I I ,I 11,Flr`�R, I I "� �', 4�,,',' I I (401' I I , 1. " ,-,", I I I I�I &. "' r,.. - "I I 1, I I am, I I � I "I POW, �................. "I "I L I " 11 I �, Summer 57.29 0.65 0.00 I � % w , , ,, ,;,,,,,R,��,�,',',,`� I',, I L'� I I I� I ,;K,, I I , I "' ", - , '' ��',,� � I I - I ", I I L,I I 11 � " 0 11111111,11 I- '111111111111, vwm Me;=-Mw,�w 14W-4""W§W-iiiiiw,40V�M aw�nm -, "V-g ,,,---�, 5��"",""�,�,��",""L�,"," L - I ,�, �'L � , PA �,111111111r1111111111,Mo 1111111111, , ",`� 'R5, I I L '' `1 � , - g , � ,,,, ,I- , ,,, I low"100"'OK, 1-1 .j ,;,,,,,,,',,__;",,,��,,,,',-, 5," ,�, ��, I � �, Fall-Winter 15.97 0.65 0.00 0.62 748 0.9 � ,,L,1� , � I I 'M� , , , 'O"'., ,:_ ; I I" I I I I 1� I I """" -, " i " R ""'; ,� I I I I , " __11 I it, I ,, I I 11 I I L 'L ," I , , - I % I , I I ,,,,,�, *4 , 1,11 �I L I I I I ,"_ , " ",� I , �111�1 L ,_�.........w,",L�', , "" I � I - �, I 11 I , , I I I , - �� ,�� , TOTAL - . . , L �� , - I 0.001 I � , I " - , I'L I , " ,-I-""",--�-,,z,,,,-,--"-"e, , I I k" I 7, I I I 11 �� I 11 ,I �,. I - , L '0 `1`1�"',:, I I I , I I - ,� , I ---- 11`,',,�,,,,,,,"',11"' " I " 'A 0 �I I I -- �11, ,r I I 1 _x�0131/ ""41", �,�,,�" , , ,, ,,, , , " "- 11 I I I 1111 �' '" , 1, I ", I . I, , ,W "I, + I ,I -, ,,,,,, 1,I,I 11"',I ,", � �, I � - - " - I I - I I 11,,S,-,�,,,,," ,7�,,-,,�� U tllb, �, _ , I `_%I �11 I� ", , " "�' 1�I , - I I L I � XI 1�, 11 # ,�, , , -11 11 " ," 11 I . I �,.', "I 1�tL I-� I - I I 11" , , I I - ... , � I I �, � L I 11 ,, I I, """ I ,I , , � , I "I I , " I "� ,,, "',,,��,,� I 11 I 11 - - I I , , ,, L Plant/Irrigation System Type: � � I . � � _ "' _ ' Z 1 L I I , I " , I I I 11, , �_ 11 " I.....�-1-1 I'll L " I , F Zone Irr.Eff. Area I I �-,�� 1v I'll I'll "',,,I 11_A )5'- ' '000, �-�,, �," ,� I 1, I I I I ,I% . I I , 11.1 I I 40141."W"W* 14�. I r � ."1 111" ""' ,,� I I � I I I ,I ,,,,, �, 11 ,11 k 1111� "4, .1', I , - , I "�"�' Seasonal Plant Factor: _ I I 1111�� "' , 0 1 1 ,A- 1, �1' ,____ I,,, , ' " 11 1, 1, I "I -,�4, 1 1 1 1 11 I- , P-11", , , "", , - - I " , I I , I I i I I ". - 11 �, I -- -5715-- - I I I —", � - L I I I'll"1�', I - ff 1Z11111 ?, , , L 11 I� ,11 1 0.9 0.000 5 , ,g , �, , 1211t �'111_11 , , ,!�& ,�� ,,`",,,"", " " , ,, 'r �`,", �, ;� , - * , � I � , Spray7ffu ri p I'll � __ # I '� , �- ,,,, 11 . �, I �I � � 11 I I 11 - " 4 High Shrub , C-e q j � I I '' I I I "I""I, 411111111 ,411111 I - , , "' . -,-,---A �, I ; I I ,"�?'�'�'Izq �, �,e,,'" I X� �IN � I i I�,, ,�� ____ I " ,, : , 1 I 11 - . " , It, I;ea Season Zonal Eto Plant Area Estimated I I I 11 ",11111111111,"" I , , ,. I , . , , ,�r , I , - '4 `," , I I "'I""""",,g -,`,� Ullf, I 7 I I I " I " ,,, ,,� - , 11 I _�, � I� ,�ns-ew ,,, I I � V " ' I I , "I", ��""'o,,�� """"', I I �'I I , 11.1 ,A " ", � 1, ," I I 1, I , , 's , 11 - , , � , I , ,,*W, 1,, �, --" _X .,,,,,, 11 � ,, �,4 . , ,,�,, ,�. ,, I 1- , 14111111"-I'I ,, . I I 11 I I'll '�"�'LL e -,, 'Am molt,, Ill* __ , , ,: 1, L, �, ,� , , , ""'yq ,,,, ,� I �, , , , , I - � �, I - 7 PW, , , I , I , I i o ",, , , , �, , , W� � " �00 I i I , , I I � ,--lu';", , � I I - 'i I 11 " �"L,,L , . I , I I '�J,��,,� � , I� �,-, �, " ,L .I I V&','�, "I 11 ,, " ,,,-� L , ___-� I L,.'�*"" I I � 11 a Factor sq.ft. 0.62 748 Imi.Eff. Water Use � , I I I 11 ,�, , , —� , " " e 11 I I I , ,_-M I, ,'Fl�,; ,, I : I ,I Vaiu , - L "' , , ,,,,, , 11 i� `�,,111�, I " * , , 11 �1 V I I 6�,,,,�, � I--,,,,,,, -z", I I I � """ I"�, , 1111111111il -.01 Am I I- , I ,,,, I , I I I � - , , " ,11,11,'-1-*1',1 '' & - 11 , ,/ ""-- , _,,__1_""�, , ", _ , _ 1,41 1 1_� I "I , L ' -,----- , 20.69 0.8 0.00 0.62 748 0.9 � , 'L" ,�,""'"' 4m_-iiii*,,ftW,ji,, , ", L 'I, I I I I I I �� 111P ' - , ,1 , � Spring _1_'_"""',"_ " , - , , 1�1� I I " , It"' � " -,� ..."t " I , � I'll _ , 02,,� ' - I I � , � " '', " , ,�L L 1, I I , �,," , I I I I 11 I I I ,� ,,�, 'I %_Ln��",`,5',,',�, � - , , , , I j I I ,, " , 11 I - , � "" g �� ;, _?F� _�_, , z �, , I I e " � I I I I I., �,I'111 I .- 11"/ �Ift " I I "I I I 11111111111 I " � ,� 11 I � 57.29 0.8 0.00 0.62 748 0.9 1 � - ,�...,, I , - 1111111111 1:'ft#"WA1k,,, " � I I � ,�',' 10- W , I I�,,'�',�, 'i , , � ,��ll";�ll,�,'�,"�'I'll""I'll,� $j� , ,,,�,- -, ' i I '-�-:: I ," , I I" , 11 , , , j" 'A 11116"��, 1 1 , � "I 11'�" - , � I , "4 �" I I%, — 1,� 11 -40MAJAP"'.-, -, 1.1, , "F" , ,,;,-,,"""�"�',�% _'L J t -,,��," ; _ ,_�,, " , �1111111,_jw� I , ,,�,',� , ", - _11111 ''Ill,, I � Ailli" I I I—— I I I I I , - 1, �, , , ,�,11 , )Ill I 'll ' 'I -1 11.1-11 ��w �L� I" _, " " , ,/ ,�T,q 411!* ** I I- �,�,- "/7 1, I - 11 I I 11 , "' iiile�_ "I �,',1'111 11 I - I ,,"'. I I ,,, ��," ",, , I , 1, I f , , , , I I �,�`_��':,,,, � �L- , ""W"'W"'W � I I I I � "', I ',`,"�,"' � " , � I , " , I 11 �� ",�_ 11 "I I o - I . �I ,,�,/�"� �,,�1W 1111R.1.1�11'1111" L " - ' ,, I � "I I I ,-, I - 1� , 'e, ,, X ,!I "1111111111i , ��'77 1, I ,law 11 I ' 'I � , ,I I 'L.......... ,, _ I I I I , 1, 11 1!!L ilow , "I ,� �,,", � � , " � Aft ��,, �, , , , , , I I , �11 � , � Fall-Winter 15.97 0.8 0.00 0.62 748 0.9 , ,�," �, ��,'_� L- ** ''' I I I -, , "A I . I �� '' 11 ,:,, - .1 -" �" I I I �, � I "ft---Amft " I , , 111� , _ I , _ � � I 113";`, - aw-vjjf,;� I ,__Mo allill ,� %V,0# 0 , " !��,,, Summer , " I . - , � I ,"1111111111116,41iiiiiii-,W no� . I I 1 4. , I I fft-,illit �_ I 11 I 11 � . , , "I... I ,,, ,- " I , I I � - -_ "* 11 ', - --WM-4* ,��,�111111111111 11 I 1 I I I I 11 �,,, I " I I� ", '�,-,-1 1111110,1", 51 ,", "I... L�� ;', I ...I.....L' I 11 I I- ,,,, --11 1!; .1w,"W, , n'' I 1 I , __ 1. I I I '' I i� -FOTAL 4%4w,��,, � I I' ll I - " I I I" - I ��' '��', I, ! i I Aft I ,:, � 1, I 1 144i i" - ,,,,-,, , I i I I 0.00 I "� �,�� 'I - I I I I ,� 1� - ,� '1111111111'"s,We I 1, 1,11, I I "',1, I "I I "L", , ,Al I� I � , . - , . , , � I , 11 �N'�, , _;�� f ' __4,,�,"'�",�, '� '�' ,-, ' L I I �, 111111111111i illial , I'll, , I , � �, , 11 - I I I " :�' :�, 11 "i :"ftw Im"111i'i"- 11, "I I I I I -'",Aft ON I �, 1, Al", 1, 11 ___111111 � �_ 11 !� !� - 1 � , I laft -11111111111111i, . ,I, ' � '_ ' ''�,r,,L " " , - �"" ` "I'll- ''I"'", I" I , , ,I I . "'IMAN "MliiiiW,�, ,aiiii,1, I - , . 1, ;��' " ' law L ," I�,I'— , -L 1; , 11, I �,"� 7,,"', "' oft!!:� I I', ,� TREES 1, , I 111111111! W , , , ,�,I- ��, ,�,, 'z&6,, , ,� " , , , -0 L �, " , f , --N:,,W,- " A1110-Aw- I 11 I I ;� �1'01 " ''�...... � " 1011, ,I , IV , , __,�� 11 Z . - _i`iiii`i`iii.,.,Ziiii� , I " '�"",�,�"""",o 'e''_""'L 17 -_ - -, _': I 1, 11 e"',�'/k,__,"'1111161__ ______1_1 _, "', , - _,� , ,_ LLLLLLLLLL I 111111l , �L� I -�i!ii!il,ft,:-,",V*,,* - --i.... ..,....,., 11, , � ,,,, 11 Ii!!1W im,16�,iilliw 11 ' ,,,,, � _ , I %W"�Jft�',L � , _ ' I I I I I I ...., , , -11 ,,11-, aw,wo, 11 ',,.,� 111 ': 11!W -MW ", I'll, I "', � , , , ""' ",,�-", _k '''L.....- - - 7 I ,jw, ;'��? � � , , "" I oa- I I '. � I I I I '" - I'll I I �',',',', E-23 f- )V', "� �,��,,,% L L "'.-I 7 I I �� 4"W 411"'AWAM 41111al�*W ji"4", 1 1 Plant/irrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor: , , �� ,", ",-,'�,,g,,�f,I I I I 11 I , , ��'� I'll I �11 I I .11 L I _-" I I "' � I �, " 411111111111111116'�'Nft "I 1� L " � " I " -- 1, , I_'i",_ - , I , , " "I'll z !""S � , 1 �11 I 1'�: I L , , ,11 1 ft,- �_ , L I I I,- y I ,11 I - 'flle '�1_ � I _ I - 'L . - - , �1111 I" I i .",11 Aillilml-4111111111f " I I I I � �, I ", .0 � ", ", I I , �, z - 4 0.9 410.592 6 Low Tree 1;1111_ Ift"illijW" " ' ' - ' L I I "', ,;"�,;, I. Spray/Bub/Drip , L " , 1 - 5 1 *iF ,,,�,,�,,s _ ,� _�' /, " I - , I , " ,,,,, I - , I " _�,-,, z" , "� ,,,�,,,, ' - "- - '!!!�,ilii*,W,.ie , � �,�'1' '� I 11 I ,�," z" ,� _", "', -�� , , � , ," Plant -"r- , Area Conversion Factors Estimated , a�%"" J/r ,"�L W� ''�, I I I - Season Zonal Eto i '11--�111-1-," 11 I , ,�� " ` " - , 11 , 'Xe", ,r%.......k.......Lr Wo 4ft Am-w-ft-fti-4m, - 1,0 A.N�,�Ww' ,""'4", � � Value Factor sq.ft. 0.62 748 Irri.Eff. Water Use I ,,, ", - I 11 I N_M,�,� I ___" "I'll, I I 14 I"""" " 1-11--,, " - 1 ' '' I'll V "' ,, ' ,"��"% L I I - I ,@',�"",L L 1'1;1'�1_�--I W, 4 , "I I in 120.0 , , ", !1_1 -, �j,q�,,,J"' 'I, , "' , _& "' g", -----,--- , , - 1-1 " � _ _ , Ll i� , , "W" �/" , ,�'Ii��, ,� _,:_ , 0, . I MIT Oi "', � " -, �,,�,� 'I'll' _�_ , - -- ', -, , ", I 11 I - � R �� , , � 11 I "I i;? ,� , , L Spring 20.69 0.2 410.59 , 1... to O§tK ,, - � " , �,, , , M2 748 0.9 1.56 "", "I � 11 ," � I I I I I " L . I z Summer 57.29 0.2 410.59 0.62 748 0.9 4.33 -,__I_'" I ! 1, I� - I I � I I "I I; "I , Fall-Winter 15.97 0.2 410.59 0.62 748 0.9 1.21 , L � I� I - I I I " ,� I I TOTAL 7.11 1 . . I I . . . _______"__ ' , _j L I � PASEO DEL CORA I _' , - ;1 �, I ', I 117,_111-,, I_-, 1, I I 1. �11_1_11111_11_11_ I1_111 11 I"Ill-_-, " , _ , 11-111111111111 I -11�1111_1111 I'll1 I 111_____, ��":�',��"_ '1'1'1_1_1_1�1 11--1111 "Ill I I " 1-111-1- ZON ' 11 ��, I "I 'll, 9 III, ,, Plant/Irrigation System Type: ':.. ...._....�`" ''_",,�_-,_-------__ ,,, " - - ___ - 11 , I I , "".."' 11_' " 11 11 I I 11-1- -11-1,111.1�I I I I I--l-l-, 0 ::� Z , � Zone Irr.Eff. Area Seasonal Plant Factor: _ " "' -�- � '� -1�11, I I I ,,- '-:------'-""''" �',�',',':'--_ 77 ', ", , I I i � � - , ,�, I I I - =_::� , I , I - I " - I 11 , - "" ,,, "___-, 1, 11 z 1;"I' Spray/Bub/Dnp 4 0.9 21.610 7 Low/Mod Tree ; I I I I ,,I I " '�--�-,,�:,,,,,,,,�""",";",,,,, -, - I i I ,,,," ,I I 1, , I I , -_,,,-�,_ L _ ' ":1111_ - I j�� I � 11 I , -�,--I '' �I"," � I 1, I I I I, I __� /1111 I ,��,- I �,,� I I'' ," ,I'll, I I I - ' ��_"'L I ___ '11'' ._ I , , I I --- � '61, 1, I I , " I I I 11 -111-11, 11 11� I 11 I 11 -I ____'" -_ I "", I 11 " , I� I L I I I � - I I I "I I I I I -1 __ -_ ......�,�,,,��==:",��,--,- _ " L 11 "I'll" I I 1, V I I Season Zonal Eto Plant Area Conversion Factors Estimated , �I I ,", , 1� I I I I I I - � __ "", ,_ I-- I I I I"'I---I'-I I I I I ""I-1-11 I I"I I 11 I'll,--__"'' ---A, I 1-1--i I� , I I I I I I "I" I I I 11 I I I I I "I, , _�_, I I � -_ , "____ ':L'- ''- -...^'_','_- I �, � I I I I I I "I I I -11 11 I I" , , L , I 'L �" -,-11 _�,-....I - I , _1_1____+. , � I I "I Value Factor sq.ft. 0.62 748 Irri.Eff. --- Water Use - Spring 20.69 0.35 21.61 0.62 748 0.9 0.14 ,90. '4,,,,, 11�1�% SPARE WIRES: Summer 57.29 0.35 21.61 0.62 748 0.9 0.40 1��?,,,, I ,0 4� Fall�Winter 15.97 0.35 21.61 0.62 748 0.9 0.11 �,,-, %, ,TOTAL N 11�/c �� PROVIDE AND INSTALL TWO (2) SPARE CONTROL I I I I . . 0.6U ,J� �1,i_ i WIRES FROM AUTOMATIC CONTROLLER "E" AT THIS �" I it, /<"?, "O Plant/Irrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor: I % I , � LOCATION. TERMINATE WIRES IN CONTROL VALVE Spray/Bub/ 4 0.9 172.881 8 1 Mod Tree I - � BOX "E-28". SPARE WIRES SHALL BE A DIFFERENT Season Zonal Eto Plant Area Conversion Factors Estimated � IRRIGATION SPRINKLER LEGEND COLOR THAN ELECTRIC CONTROL VALVE WIRES. — Value Factor sq.ft. 0.62 748 Irri.Eff. Water Use - . —_ Spring 20.69 0.5 172.88 0.62 748 0.9 175 I PASED SYMBOL MANUFACTURER MODEL NO. DESCRIPTION NOZZLE RADIUS G.P.M. P.S.I. PATTERN Summer 57.29 0.5 172.88 0.62 748 0.9 4.56 0 1 1 1 1. Fall-Winter 15.97 0.5 172.88 0.62 748 0.9 1.27 lx @ RAJNBIRD 1806-SAM-PRS TREE MICRO SPRAY (4) 5H 0.2 ea 30 HALF CIRCLE ,TOTAL I I - I I 1 7.481 0 PAM DEL CORAWN 'PAOEO DEL 0 SALCO PSTM-1 DRIP EMITTER PSTM_1 -_ .01 7 ea 30 DRIP t --_ u_ I I . 1111111111111111111--__ I lant/Irrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor: ** WHEN RADIUS OF SPRINKLER HEADS, REQUIRED FOR PROPER COVERAGE, IS LESS THAN RADIUS SHOWN ON LEGEND, THE Spray/Bub/Drip 4 0.9 0.000 9 Mod/High Tree a I CONTRACTOR SHALL EQUIP HEAD WITH A RAIN BIRD "PCs" PRESSURE COMPENSATING SCREEN FOR FLOW AND RADIUS CONTROL. Season Zonal Eto Plant Area Conversion Factors Estimated _j � SELECT SCREEN ON P LECTION CHART FOR APPROPRIATE RADIUS. DRIP SYSTEM PIPE SIZES Value Factor sq.ft. 0.62 748 Irri.Eff. I Water Use 9 40. I I I U-1 2 PIPE SIZE 3/4" 1" 1-1/4" 1-1/2' Spring - 20.69 0.65 0.00 0.62 748 0.9 (9 9 Summer 57.29 0.65 0.00 0.62 748 0.9 1 MMIMUM 1 GPH EMFERS 240 480 720 900 1 Fall-Winter- 1 15.97 _ 0.65 0,00 1 0.62 748 0.9 1 � � IRRIGATION EQUIPMENT LEGEND ________ ____ ___ �� I TOTAL I I I . . 0.00 NK INATRA Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: SYMBOL MODEL NO. DESCRIPTION --_ NOTE: 900 EMITTERS (1 5 GPM) IS THE —Spray/Bub/D'rip 4 0.9 - 475.423 10 High Tree— I K e y P I a n NOT TO SCALE 0 RAJNBIRD PEB SERIES ELECTRIC CONTROL VALVE - SIZE NOTED*** MAXIMUM FLOW THROUGH DRIP VALVE. Season Zonal Eto Plant Area Conversion Factors Estimated Value Factor sq.ft. 0.62 748 Irri.Eff. - Water Use ' Spring 20.69 0.8 475.42 0.62 748 0.9 7.25 10REVISION (9 RAJNBIRD PESB 1" DRIP CONTROL ZONE VALVE ASSEMBLY FOR FLOWS 4.1 GPM TO 15.0 GPM - Summer 57.29 0.8 475.42 0.62 748 0.9 20.07 RAIN BIRD 100 PESB ELECTRIC CONTROL VALVE, OKCHK-100 BASKET FILTER WITH Fall-Winter 15.97 0.8 475.42 0.62 748 0.9 5.59 9 REVISION 200 MESH SCREEN,PSI-M40X-1 00 INUNE PRESSURE REGULATOR AND SPEARS 1- - - I TOTAL I I I I . 1 32.91 8 REVISION � ED BALL VALVE. ALL ASSEMBLY FITTINGS AND NIPPLES SHALL �I BE 1". SEE DETAIL FOR ADDITIONAL INFORMATION. FOR IRRIGATION LEGENDS, NOTES AND DETAILS, Total Tree And Shrub 674.26 7 REVISION S RAJNBIRD 075-DV 3/4- DRIP CONTROL ZONE VALVE ASSEMBLY FOR FLOWS 0.20 GPM TO 4.0 GPM - 6 REVISION RAIN BIRD 075 DV ELECTRIC CONTROL VALVE, OKCHK-075 BASKET FILTER WITH 200 SEE SHEETS L— 2.2 9 L-2.3 AND L-2.4. Plant/Irrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor: - 5 REVISION MESH SCREEN, PSI-M30X-075 INLINE PRESSURE REGULATOR AND SPEARS 3/4" Spray/Bub/Drip 4 0.75 0 11 Turf 4 REVISION ED BALL VALVE. ADAPT SPEARS 1" MANIFOLD FITTINGS TO Season Zonal Eto Plant Area Conversion Factors Estimated 3 REVISION 3/4- ASSEMBLY. SEE DETAIL FOR ADDITIONAL INFORMATION. Value Factor sq.ft. 0.62 748 Irri.Eff. Water Use 2 REVISION �� @ SALCO AFV-075 AUTOMATIC FLUSH VALVE Spring 20.69 0.76 0.00 0.62 748 —0.75 1 REVISION Summer 57.29 0.6 0.00 0.62 748 0.75 i Fall-Winter 15.97 0.76 0.00 0.62 748 0.75 � (30 RAINBIRD 33LRC SERIES QUICK COUPLING VALVE - 1" EQUIPMENT LOCATION NOTE IRRIGATION SLEEVE SIZES I TOTAL -L—I I I -_ I 0.001 Revisions H NIBCO T-580-70 SERIES FULL PORT BALL VALVE - LINE SIZE. --- I"'" "n" ""I DRIP CONTROL ZONE - SEE EMITTER LAYOUT FOR DRIP CONTROL ZONE DETAIL #3 ON SHEET L-2.6 FOR ADDITIONAL 1 . INSTALL ALL IRRIGATION EQUIPMENT, PRESSURE MAIN LINE PIPING, CONTROL VALVES, ETC. WITHIN PIPE SIZE 3/4' 1 " 1-1/4" 1-1/2- —2" 2-1/2" 3" Total Turf 0.00 North 0 10 20 40 1 1 INFORMATION. PLANTING AREA - ANY IRRIGATION EQUIPMENT SHOWN OUTSIDE OF PLANTING AREA IS FOR SLEEVE SIZE 3" 3" 3" 4" 4" 4" 6" Plant/irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor %" invis an or DRAWING CLARITY (TYPICAL). �� Waterfeature 4 1 3900 _ 12 Moving Season Zonal Eto Plant Area Conversion Factors Estimated BURIED IRRIGATION PRESSURE MAIN LINE PIPING - USE PVC CLASS 315 WITH SOLVENT WELDED JOINTS FOR SIZES 2" 2. AUTOMATIC CONTROLLER AND RP BACKFLOW PREVENTER SHALL BE INSTALLED DIRECTLY BEHIND NOTE: IRRIGATION CONTROL WIRE - Value Factor sq.ft. 0.62 748 _ Irri.Eff. Water Use - DULE 40 WITH SOLVENT WELDED JOINTS FOR SIZES 1-1/2- AND SMALLER - SIZE NOTED WATER METER. BACKFLOW PREVENTER ASSEMBLY LOCATIONS SHOWN ON THIS DRAWING ARE CONDUIT SIZE SHALL BE 4" Spring 20.69 1.2 3,900-00 —0.62 748 1 80.26 APPROXIMATE. STAKE OUT LOCATIONS OF THIS EQUIPMENT FOR REVIEW AND APPROVAL BY OWNER Summer 57.29 1.2 3,900.00 0.62 748 1 222.24 of 1-011 � — BURIED NON-PRESSURE LATERAL LINE PIPING - USE PVC SCHEDULE 40 PIPE FOR LATERAL LINE PIPING INSTALLED PRIOR TO INSTALLATION OF THIS EQUIPMENT. FINAL LOCATION AND EXACT POSITIONING OF OF IFA-Winter 1 15,97 1.2 13,900,00 1 0.62 748 1 61.95, Scale 1 =20 � WITHIN PLANTING AREAS AND UNDER PAVED AREAS - SIZE NOTED. THIS EQUIPMENT SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF EQUIPMENT SLEEVES ARE REQUIRED FOR ALL IRRIGATION PIPING INSTALLED UNDER I TOTAL I I I I 1 364.451 1 � BURIED NON-PRESSURE LATERAL LINE PIPING TO DRIP CONTROL ZONE- USE PVC SCHEDULE 40 PIPE FOR LATERAL LINE LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO PAVING AREAS. REFER TO IRRIGATION SLEEVE SIZING CHART SHOWN Date PIPING INSTALLED WITHIN PLANTING AREAS AND UNDER PAVED AREAS - 3/4". ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO Total Waterfeature 364.45 01/11/2007 I ST CITY PLAN CHECK INSTALLATION SHALL CAUSE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL ON THIS SHEET FOR IRRIGATION SLEEVE SIZE. (TYPICAL) NOTE: FOR 02/09/2007 2ND CITY PLAN CHECK - - - - DRAWING CLARITY ALL IRRIGATION SLEEVES ARE NOT SHOWN, BUT � - - - - NEW CONTROL WIRE SLEEVE INSTALLED UNDER PAVED AREA - USE PVC SCHEDULE 40 SLEEVE UNDER PAVING - SIZE COST TO OWNER. Total Estimated Water Use �! NOTED - UNLESS OTHERWISE NOTED AS EXISTING, IRRIGATION CONTRACTOR SHALL INSTALL ALL SLEEVES. COORDINATE SHALL BE INSTALLED AND INCLUDED AS A PART OF THE 1038.71 Phase ALL WORK WITH GENERAL CONTRACTOR. SEE TRENCHING UNDER EXISTING PARKING LOT PAVING NOTE ON THIS SHEET FOR CONTRACTOR'S BID. IT IS THE RESPONSIBILITY OF THE CONTRACTOR PHASEI I ADDITIONAL INSTALLATION INSTRUCTIONS. 3. ELECTRIC CONTROL VALVE AND BALL VALVE LOCATIONS SHOWN ON THIS DRAWING ARE TO FAMILIARIZE ITSELF WITH ALL GRADE DIFFERENCES, LOCATION OF - - - - NEW PIPE SLEEVE FOR IRRIGATION PIPING INSTALLED UNDER PAVING - PVC SCHEDULE 40 - SIZE NOTED. UNLESS APPROXIMATE. THE CONTRACTOR SHALL STAKE OUT EACH ELECTRIC CONTROL VALVE AND GATE WALLS, RETAINING WALLS, FOOTINGS, ETC AND COORDINATE ITS WORK Job Number - - - - OTHERWISE NOTED AS EXISTING, IRRIGATION CONTRACTOR SHALL INSTALL ALL SLEEVES COORDINATE ALL WORK WITH VALVE LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION OF ALL VALVES. WITH OTHER TRADES FOR THE LOCATION AND THE INSTALLATION OF TYWN601 GENERAL CONTRACTOR. SEE TRENCHING UNDER EXISTING PARKING LOT PAVING NOTE ON THIS SHEET FOR ADDITIONAL SEE DETAILS FOR ADDITIONAL VALVE INSTALLATION INFORMATION. FINAL LOCATION AND EXACT PIPE SLEEVES THROUGH WALLS, UNDER FOOTINGS, UNDER ROADWAYS, � INSTALLATION INSTRUCTIONS. POSITIONING OF ELECTRIC CONTROL VALVES AND GATE VALVES SHALL BE DETERMINED BY THE UNDER PAVING, STRUCTURES, ETC. N These plans have been reviewed by the Coachella Valley Water District in accordance Drawing Title INDICATES AUTOMATIC CONTROLLER STATION NUMBER OWNER. MINOR MODIFICATIONS OF ELECTRIC CONTROL VALVE AND BALL VALVE LOCATIONS AS with Water Code Title 7,Division 1,Chapter 3,Article 10.8, Section 65597 et seq. � INDICATES FLOW IN G.P.M. FOR ELECTRIC CONTROL VALVES REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO -1 requiring efficient landscape and irrigation design in cooperation with the local � INDICATES ELECTRIC CONTROL VALVE SIZE THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO INSTALLATION SHALL CAUSE / S T R % G I governing agency(City or County). "Approval of this drawing by CVWD staff does not IRRIGATION PLAN a E OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO OWNER. constitute approval to encroach into district and USBR Rights-of-Way. Trees,plants, �,%j V - walls,and permanent structure of any kind may not be planted or installed in CVWD ,-ICGIF .:,D and USBR easements or right-of-way without first obtaining an encroachment permit n%.. - r-- I Underground Service Alert ftom CVWD. � . ,-I I = .P t lc� - , I Call: TOLL FREE %I- . , "_.1 - I.., . . P.-I 11� I DATE WATER MANAGEMENT SUPERVISOR 's.�-Z--, � 1 -800-227-2600 Drawing Number�%- I RE YOU DIG I NOT FOR CONSTRUCTI CVWD PLAN# DEVELOPMENT SERVICE SUPERVISOR I I I NOTE: L=2ml AGrou � - I \ LANTED WITHIN C.V.W.D. EASEMENTS OR RIGHT-OF WAYS 0 SW W p 1 114- , ", - z_` I-E]:_,__ E :1,!_ 1j ,_ 6 I I I I>\ ! I I � - - � � � � I � � � � � I . . . . . . . . . . . . . . . . I . . . . I I . . . . . . I . � . . . . . . � . . . . � � . . I . . I . . I � GENERAL IRRIGATION NOTES: IRRIGATION SPANISH WALK G TION EQUIPMENT LEGEND IRRIGATION SPRINKLER LEGEND RECREATION 1 . IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE ITSELF WITH ALL GRADE PSYMBOLfMANUFACTURER MODEL NO. DESCRIPTION NOZZLE RADIUS G.P.M. P.S.I. PATTERNPOOL AREA DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, ETC AND COORDINATE ITS WORKWITH OTHERS FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH RAINBIRD PEB SERIES ELECTRIC CONTROL VALVE - SIZE NOTED*** RAINBIRD 1806-SAM-PRS TREE MICRO SPRAY (4) 5H 5** 0.2 ea 30 HALF CIRCLE PALM DESERT, CALIFORNIA WALLS, UNDER ROADWAYS, PAVING, STRUCTURES, ETC. SALCO PSTM-1 DRIP EMITTER PSTM-1 -- 1 .017 ea 30 DRIP (9RAINBIRD PESB 1" DRIP CONTROL ZONE VALVE ASSEMBLY FOR FLOWS 4.1 GPM TO 15.0 GPM - WHEN RADIUS OF SPRINKLER HEADS REQUIRED FOR PROPER COVERAGE IS LESS THAN RADIUS SHOWN ON LEGEND THE 2. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS RAIN BIRD 100 PESB ELECTRIC CONTROL VALVE, QKCHK-100 BASKET FILTER WITH ** , IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS 200 MESH SCREEN,PSI-M40X-100 INLINE PRESSURE REGULATOR AND SPEARS 1 " CONTRACTOR SHALL EQUIP HEAD WITH A RAIN BIRD "PCS" PRESSURE COMPENSATING SCREEN FOR FLOW AND RADIUS CONTROL. WHERE POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING SCHEDULE 80 THREADED BALL VALVE. ALL ASSEMBLY FITTINGS AND NIPPLES SHALL SELECT SCREEN ON PCS NOZZLE SCREEN SELECTION CHART FOR APPROPRIATE RADIUS. AND ARCHITECTURAL FEATURES. BE 1". SEE DETAIL FOR ADDITIONAL INFORMATION. 3. THE SPRINKLER SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND / THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF RAINBIRD 075-DV 3/4- DRIP CONTROL ZONE VALVE ASSEMBLY FOR FLOWS 0.20 GPM TO 4.0 GPM - RAIN BIRD 075 DV ELECTRIC CONTROL VALVE QKCHK-075 BASKET FILTER WITH CONNECTION. THE CONTRACTOR SHALL VERIFY WATER PRESSURE Q4tI04� TO � H 200 CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED MESH SCREEN, PSI-M30X-075 INLINE PRESSURE REGULATOR AND SPEARS 3/4" ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF SCHEDULE 80 THREADED BALL VALVE. ADAPT SPEARS 1" MANIFOLD FITTINGS TO CONNECTION TO THE OWNER' SAUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE 3/4" ASSEMBLY. SEE DETAIL FOR ADDITIONAL INFORMATION. PCS SELECTION CHART DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION. ® SALCO AFV-075 AUTOMATIC FLUSH VALVE DESCRIPTION MODEL PCS-010 PCS-020 PCS-030 PCS-040 PCS-060 PCS-090 PCS-125 PCS-175 PCS-260 PCS-370 4. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN GPM 0.1 0.2 0.3 0.4 0.6 0.9 1.25 1.75 2.6 3.7 IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES RAINBIRD 33LRC SERIES QUICK COUPLING VALVE - 1" COLOR Purple Brown Silver Orange Black White Green Yellow Blue red IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE 1674Taylor Woodrow Homes,, inc. VAN NOZZLES 4 90' 16745 W. Bernard Dr., ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE N NIBCO T-580-70 SERIES FULL PORT BALL VALVE - LINE SIZE. ) - 1 3 4 - - - - - - suite 140 ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS 4 11 180' - 1' 2' 3' 4' - - - - - San Diego, CA 92127 9 NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL IM m DRIP CONTROL ZONE - SEE EMITTER LAYOUT FOR DRIP CONTROL ZONE DETAIL #3 ON SHEET L-2.6 FOR ADDITIONAL 4 330'0. - - 1' 2' 4' RESPONSIBILITY FOR ANY REVISIONS NECESSARY. - - - _ � � INFORMATION. LOW ANGLE 5F - - 5 _ _ 5. IN ADDITION TO THE CONTROL WIRE SLEEVES SHOWN ON THE DRAWINGS, THE SPRAY 5 5H 4 5 - - - - - - - - Laguna Beach CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL WIRE TRAJECTORY 5Q 5 - - - - _ _ _ SLEEVES OF SUFFICIENT SIZE UNDER ALL PAVED AREAS. LOW ANGLE 8F - - 2' 3' 8' S a u s a I i t o BURIED IRRIGATION PRESSURE MAIN LINE PIPING - USE PVC CLASS 315 WITH SOLVENT WELDED JOINTS FOR SIZES 2" SPRAY 100 8H - 5' 7' 8' - - - - - - H o u s t o n 6. INSTALL ALL PIPE MATERIALS AND EQUIPMENT AS SHOWN IN DETAILS. USE TEFLON AND LARGER AND PVC SCHEDULE 40 WITH SOLVENT WELDED JOINTS FOR SIZES 1-1/2" AND SMALLER - SIZE NOTED TRAJECTORY 8Q 4' 8' - - - - - - - - D a I I a s TAPE OR TEFLON PIPE DOPE ON ALL PVC TO PVC MALE PIPE THREADS ON ALL LOW ANGLE 1OF - - - 1' 4' 8' 10' SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. BURIED NON-PRESSURE LATERAL LINE PIPING - USE PVC SCHEDULE 40 PIPE FOR LATERAL LINE PIPING INSTALLED SPRAY 150 10H - 3' 6' 8' 10' _ 580 Broadway WITHIN PLANTING AREAS AND UNDER PAVED AREAS - SIZE NOTED. TRAJECTORY 10Q 2' 6' 8' 10' - - - - - - 7. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN SHRUB OR GROUND COVER AREAS Suite 200 7 8 12 BURIED NON-PRESSURE LATERAL LINE PIPING TO DRIP CONTROL ZONE- USE PVC SCHEDULE 40 PIPE FOR LATERAL LINE STD. ANGLE 12F - - - 2' 5' ' ' ' _ _ Lag u n a Beach CA 9265 1 SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS 1 " ABOVE FINISH 0' 12' Fax 9 4 9 . 4 9 4 . 7 8 6 1 1'8'Q - - 2' 3' 6 GRADE. PIPING INSTALLED WITHIN PLANTING AREAS AND UNDER PAVED AREAS - 3/4". SPRAY 30° 12TRAJECTORY 12T - - 4' 6' 6' 8' 1 - 8. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN SHRUB AREAS ADJACENT TO ----_-- NEW CONTROL WIRE SLEEVE INSTALLED UNDER PAVED AREA - USE PVC SCHEDULE 40 SLEEVE UNDER PAVING - SIZE 12Q - 3' 8' 11' 12' - - - - - 94 9 . 4 9 7 , 54 7 1 SIDEWALKS SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEADS ARE NOTED - UNLESS OTHERWISE NOTED AS EXISTING, IRRIGATION CONTRACTOR SHALL INSTALL ALL SLEEVES. COORDINATE STD. ANGLE 15F - - - - - 4' 6' 10' - 15' FLUSH WITH THEADJACENT SIDEWALK OR CURB. ALL WORK WITH GENERAL CONTRACTOR. SEE TRENCHING UNDER EXISTING PARKING LOT PAVING NOTE ON THIS SHEET FOR SPRAY 3T 15TQ - - - - - 6' 8' 14' - - NDSC ADDITIONAL INSTALLATION INSTRUCTIONS. TRAJECTORY 15H - - 3' 4' 7' 11' 15' - - - o Ap 9. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA 15Q - 3' 5' 9' 12' 15' - - - - Q�F' siMPso TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. _ NEW PIPE SLEEVE FOR IRRIGATION PIPING INSTALLED UNDER PAVING - PVC SCHEDULE 40 - SIZE NOTED. UNLESS y �GP N 'pay _ OTHERWISE NOTED AS EXISTING, IRRIGATION CONTRACTOR SHALL INSTALL ALL SLEEVES COORDINATE ALL WORK WITH STREAM BUBBLER 5H � � -1' 2' 5' 3 5 -B 10. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM GENERAL CONTRACTOR. SEE TRENCHING UNDER EXISTING PARKING LOT PAVING NOTE ON THIS SHEET FOR ADDITIONAL 5Q-B - 2' 4' S' -' PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS AND/OR BUILDINGS INSTALLATION INSTRUCTIONS. - - - _ - Signature AS MUCH AS POSSIBLE. THIS SHALL INCLUDE USE OF RAIN BIRD "PCS" PRESSURE INDICATES AUTOMATIC CONTROLLER STATION NUMBER STRIP NOZZLES 5CST-8 - 1' 3' 5' - - - - - - Up. Date: 09.30.07 COMPENSATING SCREEN, SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE 15CST - - - 4X6' 4X12' 4X15' 4'X17' 4X18' - - INDICATES FLOW IN G.P.M. FOR ELECTRIC CONTROL VALVES _ _ s CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE 15EST - - 4X5 4X10 4X15 4 X16 - - oats �P OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. INDICATES ELECTRIC CONTROL VALVE SIZE 15EST - - 4X12 4X15' - - - - - - TFOF CALIFO� * WHEN RADIUS OF SPRINKLER HEADS, REQUIRED FOR PROPER COVERAGE, IS LESS THAN RADIUS SHOWN ON LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH A RAIN BIRD "PCS" PRESSURE COMPENSATING SCREEN FOR LOW FLOW AND RADIUS CONTROL. SELECT SCREEN ON CHART ABOVE FOR PROPER RADIUS. EQUIPMENT LOCATION NOTE Consultants 1 . INSTALL ALL IRRIGATION EQUIPMENT, PRESSURE MAIN LINE PIPING, CONTROL VALVES, ETC. WITHIN d.d.Pagano PLANTING AREA - ANY IRRIGATION EQUIPMENT SHOWN OUTSIDE OF PLANTING AREA IS FOR IRRIGATION SLEEVE SIZES Irrigation Consultant DRAWING CLARITY (TYPICAL). OBSTRUCTIONS 4705 East Chapman Avenue 2. AUTOMATIC CONTROLLER AND RP BACKFLOW PREVENTER SHALL BE INSTALLED DIRECTLY BEHIND FPIPESIZE 3/4" 1" 1-1/4" 1-1/2" 2" 2-1/2" 3" WHEN VERTICAL OBSTRUCTIONS (PROPS, STREET LIGHTS, TREES, ETC.) Orange, Ca WATER METER. BACKFLOW PREVENTER ASSEMBLY LOCATIONS SHOWN ON THIS DRAWING ARE " " " " " " " INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO ASTEL: (714)-771-9200 3 3 3 4 4 4 6 FAX: APPROXIMATE. STAKE OUT LOCATIONS OF THIS EQUIPMENT FOR REVIEW AND APPROVAL BY OWNER TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL PRIOR TO INSTALLATION OF THIS EQUIPMENT. FINAL LOCATION AND EXACT POSITIONING OF OF FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE THIS EQUIPMENT SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF EQUIPMENT NOTE: IRRIGATION CONTROL WIRE CONDUIT SIZE SHALL BE 4" OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO SLEEVES ARE REQUIRED FOR ALL IRRIGATION PIPING INSTALLED UNDER MADE AT NO ADDITIONAL COST TO THE OWNER. (TYPICAL) INSTALLATION SHALL CAUSE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL PAVING AREAS. REFER TO IRRIGATION SLEEVE SIZING CHART SHOWN COST TO OWNER. ON THIS SHEET FOR IRRIGATION SLEEVE SIZE. (TYPICAL) NOTE. FOR 3. ELECTRIC CONTROL VALVE AND BALL VALVE LOCATIONS SHOWN ON THIS DRAWING ARE DRAWING CLARITY ALL IRRIGATION SLEEVES ARE NOT SIZED, BUT APPROXIMATE. THE CONTRACTOR SHALL STAKE OUT EACH ELECTRIC CONTROL VALVE AND GATE SHALL BE INSTALLED AND INCLUDED AS A PART OF THE VALVE LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION OF ALL VALVES. CONTRACTOR'S BID. IT IS THE RESPONSIBILITY OF THE CONTRACTOR SEE DETAILS FOR ADDITIONAL VALVE INSTALLATION INFORMATION. FINAL LOCATION AND EXACT TO FAMILIARIZE ITSELF WITH ALL GRADE DIFFERENCES, LOCATION OF POSITIONING OF ELECTRIC CONTRO L VALVES AND GATE VALVES SHALL BE DETERMINED RETAINING WALLS, FOOTINGS, ETC AND COORDINATE ITS WORK DETER INED BY THE WITH OTHER TRADES FOR THE LOCATION AND THE INSTALLATION OF OWNER. MINOR MODIFICATIONS OF ELECTRIC CONTROL VALVE AND BALL VALVE LOCATIONS AS PIPE SLEEVES THROUGH WALLS, UNDER FOOTINGS, UNDER ROADWAYS, REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO UNDER PAVING, STRUCTURES, ETC. THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO INSTALLATION SHALL CAUSE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO OWNER. WeatherTRAK SCHEDULE FOR CONTROLLER )9E99 r ,..,. .r,-, e r �. r r �, „r,. m }. SCHEDULE PARAMETERS , , f, ARAME ERS x � ,i.. . . m /, ,, x. .. .:.. ...3, : y .. .,,..,.: r.... ,. ,. r., ....,. .. .. e. ,. r.., .. a.. '': .' ,,...:./. .. . h,..,.... .: /,. I&Z S /^ .:. " ,� .::..r...... s <....> .,.1.. ..w�........ is .. N`.: /Y M:,. , STATION NUMBER E-1 E-2 E-3 E4 E-5 E-6 E-7 E-8 E-9 E-10 E-11 E-12 E-13 E-14 E-15 E-16 SET SCHEDULE MODE FULLY AUTOMATED FULLY AUTOMATED FULLY AUTOMATED FULLY AUTOMATED FULLY AUTOMATED FULLY AUTOMATED FULLY AUTOMATED FULLY AUTOMATED FULLY AUTOMATED FULLY AUTOMATED FULLY AUTOMATED FULLY AUTOMATED FULLY AUTOMATED FULLY AUTOMATED FULLY AUTOMATED FULLY AUTOMATED SET PROGRAM C C C B C C C A B A B C A B B A USE WATER WINDOW YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES 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 SPRAY HEAD DRIP EMMITER SPRAY HEAD SPRAY HEAD DRIP EMMITER 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 1.90 0.51 2.14 2.14 0.51 SET EFFICIENCY 70% 70% 70% 75% 70% 70% 70% 85% 75% 85% 75% 65% 85% 75% 75% 85% K e y P I a n SET SOIL TYPE SANDY SANDY SANDY SANDY SANDY SANDY SANDY SANDY SANDY SANDY SANDY SANDY SANDY SANDY SANDY SANDY 10 REVISION SET PLANT TYPE COMBINED GRASSES COMBINED GRASSES COMBINED GRASSES TREES COMBINED GRASSES COMBINED GRASSES COMBINED GRASSES SHRUB-LOW TREES SHRUB-LOW TREES COMBINED GRASSES SHRUB-LOW TREES TREES SHRUB-LOW 9 REVISION SET ROOT DEPTH 4INCHES 4INCHES 4INCHES 24INCHES 41NCHES 4INCHES 4INCHES 12 INCHES 24INCHES 12 INCHES 24INCHES 4INCHES 12 INCHES 24INCHES 24INCHES 12 INCHES 8 REVISION7 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 SUNNY ALL DAY SUNNY ALL DAY SUNNY ALL DAY SUNNY ALL DAY SUNNY ALL DAY 6 REVISION SET SLOPE FACTOR STEEP-<20% STEEP-<20% STEEP-<20% NONEISLIGHT NONEISLIGHT NONEISLIGHT NONE/SLIGHT NONEISLIGHT NONEISLIGHT NONEISLIGHT NONE/SLIGHT NONEISLIGHT NONEISLIGHT NONE/SLIGHT NONEISLIGHT NONEISLIGHT 5 REVISION4 REVISION SET SPRINKLER LOCATION TOP OF SLOPE MIDDLE OF SLOPE BOTTOM OF SLOPE - - - - - _ _ _ _ _ _ _ _ 3 REVISION 2 REVISION USABLE RAINFALL - - - - -- - - - _ _ _ _ _ _ _ 1 REVISION ... „ W r _H µ a , .� � / ,,., ..._... _ ,� SCHEDULE PARAMETER ,, g �. ,,�, x . . ..... . . .... j: Revisions STATION NUMBER E-17 E-18 E-19 E-20 E-21 E-22 E-23 E-24 E-25 E-26 E-27 E-28 E-29 E-30 E-31 SET SCHEDULE MODE FULLY AUTOMATED FULLY AUTOMATED FULLY AUTOMATED FULLY AUTOMATED FULLY AUTOMATED FULLY AUTOMATED FULLY AUTOMATED FULLY AUTOMATED FULLY AUTOMATED FULLY AUTOMATED FULLY AUTOMATED FULLY AUTOMATED FULLY AUTOMATED FULLY AUTOMATED FULLY AUTOMATED North SET PROGRAM B C C C B B B A B A B A B B A USE WATER WINDOW YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES SET SPRINKLER TYPE SPRAY HEAD PART CIRCLE ROTORS PART CIRCLE ROTORS FULL CIRCLE ROTORS SPRAY HEAD SPRAY HEAD SPRAY HEAD DRIP EMMITER SPRAY HEAD DRIP EMMITER SPRAY HEAD DRIP EMMITER SPRAY HEAD SPRAY HEAD DRIP EMMITER Scale SET PRECIPITATION RATE 2.14 0.6 0.6 0.6 2.14 2.14 2.14 0.51 2.14 0.51 2.14 0.51 2.14 2.14 0.51 Date SET EFFICIENCY 75% 70% 70% 70% 75% 75% 75% 85% 75% 85% 75% 85% 75% 75% 85% 01/11/2007 1ST CITY PLAN CHECK 02/09/2007 2ND CITY PLAN CHECK SET SOIL TYPE SANDY SANDY SANDY SANDY SANDY SANDY SANDY SANDY SANDY SANDY SANDY SANDY SANDY SANDY SANDY WeatherTRAK Phase SET PLANT TYPE TREES COMBINED GRASSES COMBINED GRASSES COMBINED GRASSES TREES TREES TREES SHRUB-LOW TREES SHRUB-LOW TREES SHRUB-LOW TREES TREES SHRUB-LOW CONTROLLER PROGRAM PHASE 1 Q Job Number DEPTHSET ROOT 24INCHES 4INCHES 4INCHES 4INCHES 24INCHES 24INCHES 24INCHES 12 INCHES 24INCHES 12 INCHES 24INCHES 12 INCHES 24INCHES 24INCHES 12 INCHES TYWN601 PROGRAM PARAMETERS r....,,._. 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 SUNNY ALL DAY SUNNY ALL DAY SUNNY ALL DAY SUNNY ALL DAY CONTROLLER •E° P T These plans have been reviewed by the Coachella Valley Water District in accordance with Water Code Title 7,Division 1, Chapter 3,Article 10.8, Section 65597 et seq. Drawing Title 0 SET SLOPE FACTOR NONEISLIGHT STEEP-<20% NONE/SLIGHT NONEISLIGHT NONEISLIGHT NONEISLIGHT NONEISLIGHT NONEISLIGHT NONEISLIGHT NONEISLIGHT NONE/SLIGHT NONEISLIGHT NONEISLIGHT NONEISLIGHT NONEISLIGHT SET PROGRAM A,B,c requiring efficient landscape and irrigation design in cooperation with the local / S T R c governing agency (City or County). "Approval of this drawing by CVWD staff does not IRRIGATION LEGENDS SET SPRINKLER LOCATION - BOTTOM of SLOPE - - - - - - - - - - - - _ SET WATER DAYS AUTOMATED BY WeatherTRAK constitute approval to encroach into district and USBR Rights-of-Way. Trees,plants, walls,and permanent structure of any kind may not be planted or installed in CVWD AND NOTES USABLE RAINFALL BEST NON WATER DAY NONE and USBR easements or right-of-way without first obtaining an encroachment permit - - -- - - - - - - - - - - - - from CVWD. DATE WATER MANAGEMENT SUPERVISOR Drawing Number .5..§. . . N CVWD PLAN# DEVELOPMENT SERVICE SUPERVISOR NOT FOR CONSTRUCTIO NOTE: NO TREES SHALL BE PLANTED WITHIN C.V.W.D. EASEMENTS OR RIGHT-OF WAYS L=2m2 0 SWA Group SPAN ISH WALK RECREATION POOL AREA PALM DESERT, CALIFORNIA LEGEND -� 12" LEGEND 1. ELECTRIC CONTROL VALVE. b R,� '�� D 1 LEGEND STEP 1 STRIP BOTH WIRES. TWIST STRAND 2. RECTANGULAR VALVE BOX W/BROWN/TAN BOLT DOWN �( P 1 . 10 DIAMETER CIRCULAR VALVE BOX. AROUND RIGID STRAND OVER HALF THE COVER.HEAT BRAND VALVE STATION N0. ON LID IN 2" HIGH Q d 4 ° LENGTH OF STRIPPED WIRES. 2. EDGE OF LAWN, WALK, FENCE, CURB, ETC. CHARACTERS. � r f LEGEND 3. 12" x 18" RECTANGULAR VALVE BOX. 3. CHRISTY'S I.D.TAG - NUMBERED TO 12 Q MATCH DRAWINGS. 4. 20" x 30" RECTANGULAR VALVE BOX. STEP 2 FOLD THE OTHER HALF OF THE RIGID L 1. SHRUB. STRAND OVER TWISTED STRAND AS SHOWN. 4. FINISH GRADE. 2. SHRUB ROOTBALL. 3 NOTES 2 5 NIPPLE.ONG SCHEDULE 80 TOE ,3 3 3. FINAL GRADE. 12 15 13 3 4 Taylor Woodrow Homes, Inc. 4 2 A. CENTER VALVE BOX OVER VALVE TO FACILITATE 6. PVC PIPE TO SPRINKLERS - ANGLE 16745 W. Bernard Dr., 4. SALCO 1 GPH PROSPEC EMITTER SERVICING OF VALVE. STEP 3 INSERT THE TWISTED SPLICE INTO THE "Y" PIPE TO SPECIFIED DEPTH WITH 45 Suite 140 5 PSTM-1 MULCH COLOR IN 3 ELECTRICAL SPRING CONNECTION AND DEG. ELLS. San Diego,CA92127 - _ EI DESERT SOILS AND SALCO 1 TWIST OVER WIRE STRANDS IN A III_IGI=III-_I IT 41AiALA141k4GPH PROSPEC EMITTER PSTG-1 B. SET VALVE BOXES 2 MAXIMUM ABOVE GRADE IN CLOCKWISE DIRECTION, �11=ll I li} 7. COMMON BRICK (4 REQUIRED). �= lllmmT1--111=1 f- E_ - = MULCH COVER OR GROUNDCOVER/SHRUB AREAS i_I-EII- 11�=III-il�_ i=r=f j Irk 1 I'I) -k I -I 11-k I H11=I 11=1I(=1i1=i3 GRANITE COLOR IN COBBLE AND 12 .. LOCKI i I I-1 i�' 11 I-I i 1=I1 -Ilj=�l-I II 1=ilk=ll�IIIEIIk=II-III ®SET 1 ABOVE FINISH GRADE IN TURF AREAS. (�� (I I- 8. COMMON WIRE TO OTHER VALVES ON Laguna Beach 7 III=1 I I I(- j 1 I! .�1=1T1=1 11=III=1 I k�j 1= GRAVEL AREAS. FINGERS I II i I 1 I SIT ` -II-If1=111=I�1II--) II -Ilk=1 k=1 I III=III-I INSERT THE CONNECTOR INTO THE 5 III�I kII=1I SAME CONTROLLER. S a u s a I i t o :11 I-1 11=i I I-I 11-k I I-1 I I 1- 1=1 I I-I 1=1 i 1=1!1=1' „ C. SET VALVE BOX AND VALVE ASSEMBLY IN STEP 4 !, I-I{I -III-ICI-!I I-IIk=J I I-I Will- MULCH-I C=1 I1=11 k=111=i I 5. SALCO FLEXIBLE 12 RISER 3 GEL-FILLED DIRECT BURY SPLICE KIT. 111= 5 I f f=_ 6 H o u s t o n !II-111=1 1-Ill^I11=k11 1- I- I-1!(-III-F_III= ASSEMBLY PVC-0501H-12M GROUND- COVER/SHRUB AREA WHERE PUSH PAST THE LOCKING FINGERS TO -� =T_ 9. 3/4 CRUSHED ROCK. 8 DEEP. -Ilk=III-1i-1Ii-1Ii_=1 -III=, I i I ' II -III=1I1=1f1=1I1= POSSIBLE - INSTALL IN TURF ONLY IF 12 _ -I-1TI-i I k I I I-I ii _ �E ,=1TI_ -1I I:i I =i 11-11 COLOR IN DESERT SOILS SECURE CONNECTOR INSIDE TUBE. D a I I a s -!I�I I I-III-i I i-1 i k=i I I I-i III-1 I i- I I=-I 11=1 � i I k-I I E=1 11-'' AND SALCO FLEXIBLE 12" D THERE IS NO ADJACENT GROUND- COVER. 11 b 10. CONTROL/COMMON WIRES FROM 11!I-k i I-III-1 11=� 11-,.I 11=1 I I-1!1=1 I-i 11=IT(I I I=11 f=1 I�- 12 CONTROLLER. 1 i I-1 I IM 11-1 I i= -1 I i=I CI=I 11=1 f I-1 1=1(i-I f I-I I k I{I i' RISER ASSEMBLY D. SET VALVE BOXES PARALLEL TO ONE ANOTHER TUBE COVER N = 580 Broadway -lii=i 11�1I-I 11-I1 I i-11=1 I I 11-i I I-��-� PVC-0501H-12G IN COBBLE 1 I II�IIi-lf -I I a 1=_,11.-111- AND PERPENDICULAR TO EDGE. w , , ; ,K,,,: �,: 11. PVC SCHEDULE 40 PIPE. Suite 200 11=k I I-III1�I 1=T(-LI- AND GRAVEL AREAS. »-. 8 -!I I-11- "=11 I-1 1-1 I-1 i 1=1 �- `'j`~ `' Laguna Beach CA 9265 1 POSITION ALL THE WIRES THROUGH THE "' E. AVOID HEAVY COMPACTION OF SOIL AROUND STEP 5 12. PVC SxS 90 DEG. ELL. Fax 9 4 9 . 4 9 4 . 7 8 6 1 ELL. 6. MARLEX TxT 90 DEGREE STREET PLAN VIEW 2 VALVE BOXES TO PREVENT THEIR OEM= DEDICATED INSULATOR CHANNELS AND SNAP INS ULATOR E COVER V ER CLOSED. O DEFORMATION/COLLAPSE. 7 13. WIRE CONNECTOR. 9 4 9 . 4 9 7 . 5 4 7 1 g 14. MAIN LINE FITTING W/SOLVENT WELD 9" Max. 7. LATERAL LINE FITTING. 10 OUTLET. 8 NDSCq pF 15. COIL WIRES PER SPECIFICATIONS. Q-F' �SIMPso 3X ROOTBALL BACKFILL MIX FOR DESERT TREES AND �GP N c� SHRUBS SHALL BE NATIVE SITE SOIL ONLY. WO1-1 gn ure SHRUB * Up. Date: 09.30.07 EMITTER g VALVE BOX LAYOUT 6 3M "DBY DBR" WIRE CONNECTOR s 3 ELECTRIC CONTROL VALVE �q �e T OF CALIF SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. � �y �'' 6 6 Consultants LEGEND 1 . SALCO 1 GPH PROSPEC EMITTER d.d.Pagano Irrigation Consultant PSTM 1 ONE PER LOW WATER USE LEGEND 1 PLANT. SEE SHRUB EMITTER DETAIL 4705 East Chapman Avenue FOR INSTALLATION INFORMATION. SEE " QCV Orange, Ca LANDSCAPE PLANTING PLANS FOR PLAN 1• 10 ROUND VALVE BOX WITH TEL: (714)-771-9200 2 WATER USE INFORMATION AND PLANT �� BROWN/TAN BOLT- DOWN FAX:,. 10 LOCATIONS. 11 12' MAX. COVER - HEAT BRAND QCV z X ON VALVE BOX COVER IN 2" 10 ,FV 0- 2. TWO (2) SALCO 1 GPH PROSPEC 6' MIN. 1 2 HIGH LETTERS. 5 6 EMITTER PSTM-1 PER LOW/MODERATE • AND MODERATE WATER USE PLANT. N Cu2• FINISH GRADE. pp �� AA�� AA �p, M��/1 � p n ,M A � LEGEND PLAN 3 SEE SHRUB EMITTER DETAIL FOR = _ --_, - -III-III-ill-II! III I(- III-III= 1. NON PRESSURE LATERAL LINE PIPING. 2 1 INSTALLATION INFORMATION. SEE 111=1f=11I1=1 lil TI iI-T1=j 3 3/4 CRUSHED ROCK. 6" LANDSCAPE PLANTING PLANS FOR l�I=11=kll-III=III=III=i III-T- MINIMUM DEPTH. cu z LEGEND -III-11I=1lk=III=II 11=11' W 1 2. PRESSURE MAIN LINE PIPING WATER USE INFORMATION AND PLANT '-Jl�=lil-lj II IT o =I I( III-III=Ili 11 I f lT 1 • 10" ROUND VALVE BOX WITH 7 LOCATIONS. =i E k1(T11 II 111 1- 4• BRASS NIPPLE. (LENGTH AS z 3. CONTROL WIRES - TAPE AND BUNDLE - i0 REQUIRED). w EVERY 10 FEET. INSTALL ADJACENT -III;III-III-I -III= BROWN/TAN BOLT DOWN 3. DRIP CONTROL ZONE BOUNDRY - ALL III=1! w E �I-III=III III_ 1 -III Ik: 1=11 I=i =1 COVER - HEAT BRAND "QCV" EMITTERS WITHIN CONTROL ZONE TO PRESSURE MAIN LINE. �_ 3 5. BRASS 90 DEGREE ELL. B 4 4 III-III III_ ON VALVE BOX COVER IN 2 a BOUNDRY ARE FED BY 11= „ 5 _ � I i 4. PROVIDE 2 DEPTH OF CLEAN BACKFILL. 6 =III;I 4 -) HIGH LETTERS. .. CORRESPONDING ELECTRIC CONTROL _ 6. MAINLINE PIPING. 8 4 I I-Il;, III 5 VALVE. SEE PLANS FOR ELECTRIC -I '-- 5. SEE IRRIGATION SPECIFICATIONS FOR -III-I 1-1 =1k i - - 4 7. MAINLINE FITTING. 2 2. FINISH GRADE. CONTROL VALVE SIZE AND 9 !I- -III III=1 II_I= BACKFILL AND COMPACTION 1 DESIGNATION. 8 REQUIREMENTS. I ,. ,- 3. E 8. 3 3/4 CRUSHED ROCK. 12 I-I11-lii- 5 BRASS 90 DEGREE STREET ELL. I i MINIMUM DEPTH. 4. ELECTRIC CONTROL VALVE. SEE 12r=11=1�i=111- 6. FINISH GRADE. IRRIGATION LEGEND FOR ADDITIONAL 9• BRASS NIPPLE - 6" LONG. 4. SALCO AFV-075 AUTOMATIC INFORMATION. 3 FLUSH VALVE. 2 6 10. QUICK COUPLING VAVLE. 6' 5. PRESSURE MAINLINE PIPING. SEE MINIMUM BACKFILL CK ILL DEPTHS FROM FINISH 5. DURA 00 3/4" 536 SERIES MHT x IRRIGATION LEGEND FOR ADDITIONAL 11 . WALK OR CURB. GRADE TO TOP OF MAINLINE INFORMATION. 24 SLIP HOSE ADAPTER. ~ , FOR PIPE SIZES 3 AND LARGER All 12. PVC SxT SCHEDULE 40 90' 18" FOR PIPE SIZES 2 1/2" AND SMALLER. 6. LATERAL LINE FROM HARD PIPE 6. AUTOMATIC FLUSH VALVE AT END OF ELBOW. 36 FOR MAINLINE INSTALLED UNDER PAVING DRIP IRRIGATION SYSTEM. EACH LATRAL LINE RUN. SEE 36" FOR CONDUITS INSTALLED UNDER PAVING 00 SECTION 6 AUTOMATIC FLUSH VALVE DETAIL FOR * 2,. IN SHRUB AREAS. INSTALATION INFORMATION.No 7 6 1 7. ALL LATERAL LINE PIPING FOR DRIP SECTION 6 LAYOUT SHALL BE 3/4" SHCEDULE 40 NOTE: DO NOT OVER TIGHTEN BRASS NIPPLE INTO QUICK j (TYPICAL). COUPLING VALVE. USE TEFLON TAPE ON ALL MALE PIPE THREADS. CHECK FOR LEAKS. AUTOMATIC FLUSH VALVE 10 EMITTER LAYOUT FOR DRIP CONTROL ZONE 7 QUICK COUPLING VALVE - IN BOX 4 TRENCHING 2 SCALE: N.T.S. SCALE: N.T.S. EXAMPLE ONLY SCALE: N.T.S. SCALE: N.T.S. 2 2 Key Plan 10REVISION 1 � --I 9 REVISION - \ ` / �, DOWN SLOPE - - I i�� 8 REVISION 10 1 10 7 REVISION LEGEND 6 REVISION FOR LOW WATER USE FOR LOW MODERATE AND 5 REVISION LEGEND TREES - USE 2 MODERATE WATER USE TREES 1 . RECTANGULAR VALVE BOX WITH 4 REVISION SPRINKLERS PER TREE. AND ALL PALM TREES - USE BROWN TAN BOLT-DOWN COVER - 1 2 1 . POP-UP SPRINKLER HEAD FOR PLAN 4 SPRINKLERS PER TREE. HEAT BRAND "BV" ON VALVE BOX 3 REVISION TREES. USE RAIN BIRD LEGEND 2 REVISION BV 1 COVER IN 2" HIGH LETTERS. 1 REVISION HALF CIRCLE STREAM BUBBLBLER NOZZLE WITH AN 0.40 PCS 1. TREE. 2_ 2 • FINISH GRADE. - - 2, USE RAIN BIRD 5H8 HALF CIRCLE i-111=111=1 E=111-1I=11�111=i R l=ll=l l i IT=i f l=li t=,!f SCREEN IN MEDIAN ISLANDS AND RAIN BIRD 1806-SAM-PRS STREAM BUBBLER NOZZLE WITH 0.40 3s Revisions 6" POP-UP TREE MICRO SPRAY �...h PCS SCREEN IN MEDIAN ISLANDS AND PLAN FULL PORT BALL VALVE WITH LEVER III�I WITH 5H HALF CIRCLE NOZZLE � � `'^�. RAIN BIRD 1806-SAM-PRS 6" POP-UP 3 HANDLE LEVER HANDLE - OPENED IN NON-MEDIAN AREAS. - SEE "" TREE MICRO SPRAY WITH 5H HALF POSITION. North 5 6 TREE IRRIGATION DETAIL FOR CIRCLE NOZZLE IN NON-MEDIAN AREAS. 5 �-- NUMBER OF SPRAYS REQUIRED IS BASED - - - ADDITIONAL INFORMATION. ='11=III= 2 MIN. 4, " 3 ON WATE USE NEED. SEE ABOVE FOR _ ,- 3/4 CRUSHED ROCK - 8 MINIMUM QUANTITY. REFER TO LEGEND FOR -!IM IT I 1=1 I- DEPTH. 2. FINAL GRADE. ADDITIONAL INFORMATION. ADJUST Ill II 6 II=III- - 8 1 SPRINKLERS TO PREVENT OVERSPRAY ONf_': 1 3. PVC TxT 90 DEG. ELL. TO PAVING OR WALLS. - 5. COMMON BRICK (2 REQUIRED). Scale 4. LATERAL LINE PIPE AND FITTING. 1 2 3. TREE ROOTBALL. 4 1 6. 12 LONG SCHEDULE 80 TOE Date 4. FINAL GRADE. ' NIPPLE. TYPICAL 5. MARLEX 90 DEGREE STREET ( ) 01/11/2007 1ST CITY PLAN CHECK 4 LINE FITTING. L: l 1 TL T 8 9 5 7• 2" CLEARANCE. 02/09/2007 2ND CITY PLAN CHECK ELL. 5. LATERAL 6. PVC SCHEDULE 80 NIPPLE - I1�11 6. PVC LATERAL LINE PIPE. Phase 12" LONG. 5 PHASE 1 7. TRIPLE SWING JOINT ASSEMBLY PER 4 7 8. PVC SxS COUPLING. I i �, POP-UP SPRAY HEAD DETAIL ON THIS Job Number 10 SHEET These plans have been reviewed by the Coachella Valley Water District in accordance , --ii� . - �i --�,��; , SECTION 9. PVC MAIN LINE PIPE. TYWN601 IE,'i P E with Water Code Title 7,Division 1, Chapter 3,Article 10.8, Section 65597 et seq. - 6 8. PVC SCH. 80 RISER NIPPLE. requiring efficient landscape and irrigation design in cooperation with the local 3 s 7 R c ` governing agency(City or County). "Approval of this drawing by CVWD staff does not Drawing Title ,>1 NOTE: USE TEFLON TAPE ON ALL 9 g. PVC TxS MALE ADAPTER. constitute approval to encroach into district and USBR Rights-of-Way. Trees,plants, :L �! SECTION 7 * 2" IN SHRUB AREAS. walls,and permanent structure of any kind may not be planted or installed in CVWD IRRIGATION MALE PIPE THREADS. 10, EDGE OF TREE PLANT PIT. SET TREE DETAILS 11 SPRINKLER AT EDGE OF PLANTING PIT. and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. PROVIDE 18" SPRAY HEAD SETBACK AT CURBS, DRIVEWAYS AND 11. UNDISTURBED NATIVE SOIL HARDSCAPES. 3X ROOTBALL BACKFILL MIX FOR DESERT TREES AND DATE WATER MANAGEMENT SUPERVISOR SHRUBS SHALL BE NATIVE SITE SOIL ONLY. �! CVWD PLAN# DEVELOPMENT SERVICE SUPERVISOR Drawing Number 6POP UP SPRINKLER FOR TREES TREE IRRIGATION IN LANDSCAPE g FULL PORT BALL VALVE rj NOT FOR CONSTRUCTION NOTE: SCALE: N.T.S. SCALE: N.T.S. USING POP-UP SPRINKLERS SCALE: N.T.S. (2- 1 /299 AND SMALLER) NO TREES SHALL BE PLANTED WITHIN C.V.W.D. EASEMENTS OR RIGHT-OF WAYS L=2m3 0 SWA Group SPANISH WALK RECREATION 8 17 16 15 19 18 15 g 1517 15 POOL AREA O PALM DESERT, CALIFORNIA 14 15 5 SECTION BB 6 15 SECTION BB 5 6 14 8 8 SECTION AA 7 s - SECTION AA - bNe PLAN VIEW SCHEMATIC PLAN VIEW SCHEMATIC 19 15 17 16 19 18 15 8 15 19 18 17 Taylor Woodrow Homes, Inc. 16745 W. Bernard Dr., Suite 140 San Diego,CA 92127 SECTION BB SECTION BB 2 Laguna Beach Sausalito Houston D a I I a s L__Lj 3" Min. 1 r.-711 FE 3" Min. MI 1 1 3 4 1 11 FEI 11�El 1 4 6" Max. IIF__I1 - 6" Max. 580 Broadway Suite 200 6 Laguna Beach CA 92651 15 Fax 949 . 494 . 7861 IIt15 8 7 8 2 8 8 111 ICI 949 . 497 . 5471 1 9 IIE 14 2" CLEAR MIN. 14 II.,04I)SC.4p 2" CLEAR MIN. Im 5 13 SECTION AA 13 ION AA WO - ----- 10 Signature 12 Up. Date: 09.30.07 11 11P Date �TFOF CAL'if 11 LEGEND LEGEND Consultants 1. TOP OF D.G. OR FINAL GRADE. 11. MAIN LINE FITTING W/SOLVENT WELD OUTLET. 1. TOP OF D.G. OR FINAL GRADE. 10. 3/4" CRUSHED ROCK. 6" DEEP. d.d.Pagano 2. CARBON 1220-12 BROWN AN RECTANGULAR VALVE 2. CARBON 1220-12 BROWN/TAN RECTANGULAR 12. COMMON WIRE TO OTHER VALVES ON SAME Irrigation Consultant 11. MAIN LINE FITTING W/SOLVENT WELD OUTLET. VALVE BOX W/BOLT DOWN COVER. HEAT BRAND CONTROLLER. BOX W/BOLT DOWN COVER. HEAT BRAND VALVE VALVE STATION NO. ON LID IN 2" HIGH STATION NO. ON LID IN 2" HIGH CHARACTERS. 12. COMMON WIRE TO OTHER VALVES ON SAME CHARACTERS. 13. CONTROL/COMMON WIRES FROM CONTROLLER. 4705 East Chapman Avenue CONTROLLER. Orange, Ca 3. 3m DBY WIRE CONNECTORS. 3. 3m DBY WIRE CONNECTORS. 14. PVC SCHEDULE 40 PIPE, TEL: (714)-771-9200 4. CHRISTY'S I.D.TAG - NUMBERED TO MATCH 13. CONTROL/COMMON WIRES FROM CONTROLLER. FAX: 4. CHRISTY'S I.D.TAG - NUMBERED TO MATCH 15. 1" SCHEDULE 80 TOE NIPPLE (LENGTH AS DRAWINGS. 14. 3/4" PVC SCHEDULE 40 PIPE. DRAWINGS. REQUIRED). 5. RAIN BIRD 075 DV SERIES 3/4" ELECTRIC CONTROL 15- 3/4" SCHEDULE 80 TOE NIPPLE (LENGTH AS 5. RAIN BIRD 100 PESB SERIES 1" ELECTRIC 16. RAIN BIRD PSI-M40X-100 SERIES 1" PRESSURE VALVE. REQUIRED). CONTROL VALVE. REGULATOR. 6. QKCHK-075 SERIES 3/4" BASKET FILTER WITH 200 16. RAIN BIRD PSI-M30X-075 3/4" PRESSURE 6. QKCHK-100 SERIES 1" BASKET FILTER WITH 200 17. 1" SCHEDULE 80 TBE SHORT NIPPLE. MESH SCREEN. REGULATOR. MESH SCREEN. 7. 3/4" PVC FEMALE ADAPTOR. 17. 3/4" SCHEDULE 80 TBE SHORT NIPPLE. 7. 1" PVC FEMALE ADAPTOR. 18. SPEARS 1" SCHEDULE 80 BALL VALVE. 19. SCHEDULE 40 PVC PIPE TO DRIP SYSTEM - 8. 3/4" PVC SxS 90- ELL. 18. SPEARS 3/4" SCHEDULE 80 BALL VALVE. 8. 1" PVC SxS 90* ELL. ANGLE PIPE TO SPECIFIED DEPTH WITH 45 DEG. 9- COMMON BRICK (4 REQUIRED). 19- ELLS. PVC SCHEDULE 40 PIPE TO DRIP SYSTEM - 9. COMMON BRICK (4 REQUIRED). ANGLE PIPE TO SPECIFIED DEPTH WITH 45 DEG. ELLS. 10. 3/4- CRUSHED ROCK. 6- DEEP. -3 4" DRIPLINE CONTROL VALVE ASSEMBLY K`2 1 " DRIPLINE CONTROL VALVE ASSEMBLY1 SCALE: N.T.S. (FOR FLOWS 0.2 GPM TO 4.0 GPM) SCALE: N.T.S. (FOR FLOWS 4. 1 GPM TO 15 G P M) Key Plan 10REVISION 9 REVISION 8 REVISION 7 REVISION 6 REVISION 5 REVISION 4 REVISION 3 REVISION 2 REVISION 1 REVISION Revisions North Scale Date 01/11/2007 1ST CITY PLAN CHECK 02/09/2007 2ND CITY PLAN CHECK Phase PHASE I These plans have been reviewed by the Coachella Valley Water District in accordance Job Number T with Water Code Title 7,Division 1,Chapter 3,Article 10.8, Section 65597 et seq. TYWN601 requiring efficient landscape and irrigation design in cooperation with the local 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, walls, and permanent structure of any kind may not be planted or installed in CVWD IRRIGATION DETAILS and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. DATE WATER MANAGEMENT SUPERVISOR M42 CVWD PLAN# DEVELOPMENT SERVICE SUPERVISOR Drawing Numberiva NOTE: I NOT FOR CONSTRUCTION' NO TREES SHALL BE PLANTED WITHIN C.V.W.D. EASEMENTS OR RIGHT-OF WAYS L=2 0 SWA Group i SPAN 1 SH WALK RECREATION POOL AREA City of Pales Do@M Clyr of Palta D..«: p4►N ftb„a- 6 Guy of Pallas pit Clty of fllae Desert PALM DESERT, CALIFORNIA waft.ammoissm sine water o ecoloota oetlre Warr oaMlllaftaa oAart wow QMMwew dttalt wow olaMriselta ollare Cityof Palm Desert ea �'" "!' ,,� �„ City of Palm DesertTOM W$86W meow ANKAM Ilwrlwsteraeef.r a w.f.rMtrf.araNO..fr raeeintedwwrees,OkAor es"raaeermeass, calm Water Calculation Chart Water Calculation Chart ]MaxiRNaa wafer Allewaaee lMWA1 �r t#enter wrrwawaa nWA) tDafar wMr�r nwwt Warr w as 4rwAtIssibigir era7�a © "rase• ® r.aa.a m crow squwFoOtspsCabWaeone m �� 0 Maximum Water Allowance (MWAI square Facts"CMpul"Onf square Feotapa calodaeom square Foe4ps CalaNatlont um WaterAlbwance IMWAI �� m squr+Feotap•CslaalslWns rtea a saw&star*eta rs.4a II]tlttlr4! raIN a stew Ipo a7.62e T1N a saw foltar*faW r1.7n itw a slatr Stsln.n twat a6 T,r rot/•attar.lea o square Footage Calculations sq law 0 To alum fool 0 Tlm a daub tlaram tow 1 . raw stew aGw rsimwear.fw 3.4ao row age.w lsr Caabl.sa14d. p inw aitr.rt lea o TO haw.l0a J1,500 _ ,,, q ;yrn,f,ypewe�y,,, 1gw„ta 5.900 Taw sgaem tea Sq-loorai o S ware Foots a Ca�ulatiora TIN a Shrub S*r floor 6288 pnaudes D.G.1 Gravelareasi Turf ts."Squarer fact Catbtarepn4dw 4.160 Taw vie witati Taw fegree 6W CaAMaamoa. T Atl, Taal vraWwa►a< Tow WNefl*abure Square laaa0't tl Two LartOecnp.Sglarr war 3a,0A6 Taw LandawPa Sgtam.kta 25,663 raw lYuladeaaAn Squarw WaoS 4 TM I.MulaFape Sq-law 3e.aD3 q Q Turf Square foot 0 'row Landarape Squats Ow 41,/33 TwN venal sops Sgnara kaA 63 t4♦ Tree 6 Shrub Square bar 5973 Tatty 3amre foot CobOlatBoNder 550 zone W fin aver A4 Tow CaeReesiwt Feaws TOW Zone No ES, ar At4. idN C,onvonon Faeapn TOW Total Wstefull, S 8q it 0.82 748 MWA zone No Elo aloe 04 Taw Canvlaaian fafsws Totel Zone No. El. aW Par Total Canvwsm Fat3wa Taal Turf Sgiwre b01 0 Tow Landscape, quare iloaa0e 0 factor Sq.a. 0.62 746 MWA Faclw ape Square f an Zone No. Eta aW Ad{. TOW COmanorl Factors owl 1 5701 0.5 0 062 T48 SAO t 51 0, 0 D.61 748 Dm FfA:4a S%it D 62 7Ae MWA Factor Sq.fl 062 748 MWA Total Square fact CobbbfBoulder 0 1 $101 0 S b o.62 748 Om Foaw Sq,6. 0:62 tA6 MWA 2 6642 03 062 748 an 2 ses2 a. 0 D.fi2 746 0,so t StOt OS b.82 746 Om Total Waterfbmum Square footage 0 Zone No. EloWater Adj. Taal Con-ion Factors Total 2 0662 as D a.62 T49 am 2 73 5 0 062 74a O.a Total Landscape Square 4 5973 Facto Sq.A. ♦ MWA 1 S1.4-0.5 0 062 748 0. 3a )5 fl0 0S O 062 1A6 0m M 7i 0S 0 6.52 lib a.a 30 TS as p 062 i4a 0.N 2 66.42 0.5 0 062 148 0. 3b oo0 0$ 0 0.52 748 *49 3b so Q,S 0 0.62 748 am 308 75 0.5 0 Q.62 748 0.90 30 sa 05 4 062 740 aN 1 57.Of 0.5 0 aS2 748 0 36 75 0.5 0 082 748 0. 4 939tl O5 3a.0e8 0.02 r4a 1,32A00 4 93. O.s 25.683 D.62 746 InAT JD a 0.5 0 D.62 7A6 9.a 4 93.9 05 38403 062 748 1M4,4t Zone No Eta Water A4, Total Conversion Factors Total 2 86.82 0.5 0 0.62 748 0 4 93.9 0.5 63.14 0.82 74$ 2AST.30 Factor Sq.a. 4 MWA 30 75 0.5 0 062 748 0 3b a8 0.5 0 0.62 748 3b s8 0,3 3 0.62 148 0.a l 03.9 0.S 6838 OZ2 748 2a8.ta07 Wave►Dee i 57.01 0.5 0 0.62 716 4 93, 05 41,t 0.42 748 ts00. d wafer U" 2 6(1 0,5 0 0.62 748 0 Water use TOW Number of plants �� TOM Number of plants Total Number of plants tat, 38 75 0.5 0 0,62 748 0 °Taylor Woodrow Homes, Inc. Toter NleeltWr Ot plants 3b SO 0.5 0 OA2 748 0 TornNumbsa 18/46 W. Bernard Dr. plantst ,TSt etmab*r of WSW %stew tanraamu rawa►ar of wamw %erttlw 4 83.9 0.5 5973 0.62 748 212.4438 t Estimated Water Use tYaO*f N YwNrve. %.1 Taw ow r60o 37 5F0% #AA28 ow tea $2♦a2`� f9694 223 3a.607% 4,919 393 40,143% 2236s wstww %.riawltanauyr F 403 Total Number of Ian sufi;e 140 ow.'sbd So 16$ttA; 6X31 2Y3 22.t23% 4,at9 NwrtwrMM+Isa woarw xMTewE.arrOacp. iowapi LEau 13 24.ZW% 0lot Mad 366 36.310% 7, rMod tab t689B% ,A.SBS Mad 067 53.406% 20.54b plants /95 Ban DIeBo, t'iA it�'lr - tSt3 86406% 14,24 Mod 2" 30439K 16959 MofFHi o O.CKKIfe D tNf a C,gpOR. Madr 1 0 DODD% 0 Estimated Water Use 0 am% 0 1 Low 60 0.308 1785.538 8 045T% 7 0 Dam% 0 t 0 D.OWk �_� 0004% ® NumMrof lan_bb walaruw %of Tostl LamiscaN Sawn Ftaolaee 167 9-.53T!q 1,57 0 D.000% 0 2lowrMod 25 0.128 795.e1t oF.Tntr 12 3941w t,.NB TfNa 19 1.065% 411 3Mod N 0.328 18632tt #x o ooto% aw3lee; 13 439a% a.«7 oeee4bo Tw.R b 2656% N7 eawaba Trees # 0.4N% pwMoa Treat 100 0.Di 2390 Total NUmbef Of plants 280 0 O.ODD% MpgTnpt @ QAObO. D MaelTraet a O.TW% f7 TIpM 3 D.3Q6% #71 Mntltnw 0 Oam% 4 Mod 1H. 0 0.000 0.000 Treat 33 t.aOS% Sit Mod+}A Tree 0 OMiO% 0 Modfra Tree D D.WOt: Trees 56 S.72Dw` 3 te7 ModMf Tree 0.000% 0 Number of lante t water ure %of Total Landscape Sown Foci 5 Huh 0 0.000 0.000 Scaly 0 0000% Tteet 0 OOODS: 0 Twee 22 2.ta3% A lbdd97ree b 0.000% Tlsea xi t.234% 4tA ILow as 0.307 1834.W 6Low Treat 12 0.062 353.106 1 Laguna Beach wN 30 l.7t3% Olaf 3N ta.90% sr.s2s low tea ta.Do% rt.tp locos a 0.070'A 6 ow 1W t0•A M isFto3 2 Low/Mod 44 0.157 938.614 7 LowrMod T 21 0.105 617.08 Sausalito peal are t00A00% 50.7ti 3 Mod 85 0,304 1813.232 B Mod Trees 13 0,067 382,533 L o$ Angeles arfi 0 0.009% aSEii�iiftfl stlrtussSHRUBS �. 4 Mod/Hi 0 0,000 0,000 9 MONHi Tape 0 0,000 O.OoO ow ITS, tao,110% , piohvkommilon : Iw. «. awwaN Pawtfmr: ormArrfnroli syMwa TV": Arw tort Efi. MN a«aoaN FNXt Faaw: tQ lash Trees D D.000 0 ODO San F r a n c i s c o 1 e.! "saw , Lac 4 0.9 ma f Lou saver Plastl,NlaatNn S9stara To.: Jana la.Efi. Mara waeaf Ph-Fear: A Ms- 44M amaoew team Mrwab B lorovt Trees 0 0.000 O.i100 Total 195 SHRUBerr.. z-Si rice Mot peeawAee.FwMmf Ew+!w a- xrwen Pri Mar Camm�an FaAas LRanrlMe 4 a.! T2W 1 sew H o u s t o n o.asa °R""X""Fa°as Ftrf"°u° 7 LOw/Mod Tree 35 O.S25 748.625 Dallas 1W.e toner Ra A. 982 TeX Nn CA. 1wlr t/ra arlue Fite RA a Q61 74A 1m.Ea a441W W vax,a GaAs ail A aN tea r!,La row Ux s Zone tort HIT. Area s►"*"Prww Faster: 2D.69 01 10,888.03 062 748 0,9 tS Ot 2Q.69 0,2 T,974.1$ 0,62 746 6.9 30. vrr facer u.n. sat to tint€a. wwf.use 8Mod Trees 30 0.107 639.964 SHRUBS OPrSVMkXMPM4 A 1124a 1 5729 02 10.B90o1 0,62 716 4.9 207.Be ST" 0.2 7.D7e.i3 0.62 74t1 0.4 84'1p ea 20.158 Qx 22.36E.97 0,62 746 0.8 85.23 ' xi.N 62 t442rn 06z 748 D.o Si9fi 9Mod/Hi Tree 0 0.000 0,0W �- Ez taw6o M An* CsnvwwRfwwR asvtapaf Rnnr RON 02 IIA61 aT 0.62 748 0.9 236ol 57.29 02 11,42T.70 062 T48 D9 tS2.25 'w aw�aF t397 02 10.w Oe O.e2 r48 0,9 SY.95 W,✓ t5.97 42 7.si 13 062 748 O9 zo. aG+wnr t597 02 14421 0.62 748 09 1244 10 High Transit 0 0.ODD 0.000 PlanOlrrigot"system Type: Zone In.99. Area Seasonal Poem peto: rase farRp n R oaz tie a.are ,wwfAa K ,n K ,37A9 +G.-wna fS.47 02 Y2,l64$7 0.82 740 0.A 66,70 Total 280 E a leublDHp 4 0.9 1796 1 Low Shrub aaAa u 2w'a aanm Z.0 a. PwA A- Ibgr -Faso" e"00led 5 8 0 Broadway 20. 14,20 0.62 48 64. u 5 y S7.?9 tl2 14.242. 062 T48 09 /5D. : tort Floor: pna�bdsaann fyetw Tye*: An* or.Efi. Mara ifeaonw plate Fatty. Mr, MN f loaf: V" Furor W.n. 0.62 748 wi of wow war S U I E e 20a ♦ OA arbAer stereo 4 0.f N».es7 2 E..AUM aanb P4nparbaaon SyeNm Tao: Ana tor.ER Ana faeaanal galA Fu4w spec xi.89 0.2 1785536 062 746 0.9 8.7 ,SASOzi4,M2. 08Y 748 OA 41. t 4M.7Y r atwm, donAEla Rwwf. ar.e Cantvsr•.ni.mR A.pmaw a..r., ZorwHa rwx «.a cata*rew.Fm. Ewpawa a! ,e6aaN1 : tA.x•aoesm,m a- Sowr6ta Inre .Aar Owaewm.Faara Eatawa SHRUBS Lag V n a B e a c h C A 9 2 6 51 wwa f.on- aA. low m a,;.6a wlaw Ep vaaw Fwx a sex Tai a,.4i Ma1riM arm, xaaw Er+ PrR Aalt caF..Rr=eao.,G 6Anw Salm*r 57.28 1785.538 0.62 7Ae 0.9 t86 tIFRr fwtm >q a. ant r.a as Fe urrra. t069 0.35 6233.90 0,02 146 09 It 20.a 0.35 IAt9.06 D.82 7A0 D,9 32.,{ tXlna Foam Ran. a4z tee Stet ER -sae FN•Minor 15.97 02 1765,538 Oax 7Ae 0.9 5.19 T JOne VETO- Alw 9eeiarrrPlamfawar: 20$9 9.35 10.SM.9D a62 Tell 09 ros9 a 2D89 0:35 40z.t5 0.62 748 09 2a Ptantlirrigatlon Sy1Mm Type: ZofM Orr.Eft. Area seosomipmatFacta: TOTAL Sots& F a X 9 4 9 .4 9 4 .7 8 6 1 4 70.20• bY.29 0.35 6,233.8A 962 748 09 it512 v 5).29 @.3S 4,819.Q8 0.62 7Ae 0.9 U. S)29 Q.3S 40x.TS 0.62 746 0.9 7M R w.r,vs 1597 0.35 0.233.s9 0.62 T40 09 32.09 ar#wRMa 1597 0,35 4.819.0n 062 748 0.4 2401 57,29 0,35 t0.5a4.9D 062 749 09 116,471S lBYDlDN 4 0.! ef36 t Law Shrub craw. Za to war Mot C wesaa+Fawaa Eaurrtr4 a waaa. 15.97 0.35 402751 062 ?46 09 2.07 u AL 746 m was 1547 0.35 tas6+.9p D.62 748 Do 54.4 Seuw Zonal Be phnl Area Comarian Faefon r wmw PlenuirltpseN sy,bm Type: Zone In.Efi. An. s0a6-1Phm Flei VM fate aE R 0a1 rr aA Ex Wanar vat K tr.rll u 66 vwm Factor 04,ff. 062 748 eri 9f Wei the Spary/sua l 0.9 a T36.t11 2 owlMad Shrub 9 4 9 .4 9 7 . 5 4 71 20,69 035 7531 0 82 TA8 09 0: PMRVWIW en also m Tmi Zarw tor.Elf. Arse ae.4Nr State Fa~ PNM ki%mdon SYrwa TON: Ions tor.a f. Aral saseai plate Fear' PlamMylaaaat tlyoeem Tye*: Jaola tort Efi. Ana swotrl team Factor-. SfxnQ 20.89 4.2 1834.564 0.82 748 0.9 6. seal- Zonal Elo 16ar4 area oM 72S.4 Futon 61Aeta4 5i.29 tl.35 75.31 0.62 i4B 0.4 t. 4 t.9 stbl.4ia S taw shrub 4 O.f r*ro.3e1 3 9104 Matte PtbaWMatlnn Sys,am Tot taw �• Plea tlwr "at.a stow': SWftMWODft 4 OA >esaaaia 3 eels&Moto Sumter 57.29 0.2 1634.584 fl 62 748 0.9 ,6. valor factor w.n asz rie rA.ar MAIp W. r.wOs. ts.a7 a.35 75.31 0.82 TIB 0.9 0. aerev Zartla ws•t srRr Caa.vaarGaAm E>f,enea Awn zawm IRVY Mot cam.saA<ewa+: EabRaYi • 0.9 tEeM,eM S •104leavb Estero+ tear tro Pp1 a,rG cw.,....r,faA.+: Laelnaae Fat-V,,,q., 15.97 0.2 1634.554 0,62 748 0.9 5.4 6Pa9 20.69 0.35 735.fi♦1 0.e2 746 0.9 4,91 'tot". Faff. an. aa2 Taa tot En wr.nx. wRr fan,• aa.A one TeX M,Cn wwr+wa. arm+ taew Eq Face ten 0aras�war Fa.Rlea Htatsaa s-, 57.29 0.35 735.MT Ortiz 148 0.9 13. 1 2@.8➢ 0.6 9.t0116 0,62 T40 0.A a6.it 20.a 0.5 7,9DA.3p 002 TAB OA 15. 59 +w F.m. .act ou tea rue Eon walm nrr,. TOTAL whir tear Ran aXa TN a„ts naalr ace 39.78 Fr•rWNr 13.97 0.5 1683.241 0.62 Top 0a 13.05 PlelfHbrloaaat SYtwm Type: 2Ofw tar.Efi. Asp eeNarfN iNnt iaemr. 5724 a.5 0.tOt.48 @.62 748 0.9 mil 57.29 OS 7,9Q9.30 0.62 746 09 2tb li4 ZD.a OS f6958.b0 062 7e8 f 16f.5T 4 xi.a9 OS YD.06tl.04 262 140 29 195.09 s?,Y9 OS 1Q.95E.64 DA2 t48 p9 447.39 SY.2B OS 2p,55004 082 710 D9 34i.a1 TOTAL at.t7 r� 4 0.9 18Jia/ 3 slog seaw '.a wrHar 1597 OS 0.1At.♦8 0.62 T46 09 ae9 -+west t5.97 05 7,9a.30 0.62 T48 D.9 Mt tB •""'"` Plantlirigadon System Type: Zone Irr.Eft. Ana Seasonal Pilot factor: w� C s va.w. t5or as 789e8.6o 062 i4e as 124.Tt amine lS.97 p.S 2D,8MW O,q2 746 a.➢ iS10S O t iSt�USL„q P�Kr- Znvn6,o Fvw+ ones cnreartaF,r4m. 6taRabO OTK 3fS.7s K 34r.1s s /BublDrip 4 a9 91sA,1 2 LowlMad Shrub TREES Vow face. e4R set rai roA Fn row sae �• season Zanai E70 earn Area ewtv*rsbn Factors Es1m.laa (2.` �.Si MSOAn► ASN i - Jar bE ER Ame 0aa-Sa MweFsclar.08209 : b. Aar IPrrt Pacsw': Value Facto sp.0 082 )18 tr1 Bt. Wow the Pilntllrrlgaaon Byslam Type: Jon* Irr"Efi. Ana s..SonaiPlatehcter: 'v57.2Q 0.5 1Si2. Ob2 7Ae 4 41• 4 OS iA00 4 SMWn 4 O.e *aN 1 aaifW PM T : AM Mr.EFJ. MN bawmlfiats Pastor:F-Z Zmw Eao Pint Min Cw.rrT+Gwlcrt taa`MIeR 4 loam 4 fanb 4 !A *,Ote 4 Spop 20.69 0.35 936.6143 0,62 Sae O,9 6.26 a y18ublDrip 4 0.f $17,938 1 Low i Moo T., a.ae xana Fro Pea free ears R...rfA, t ewes Bummer 57.29 035 938.Bt43 082 118 0.9 17.3315.97 D.S 1ST2. 062 748 a.9 14. 042 TM tin EA wwr taR vw raster aaA 062 Twt an.EA wYFr-Ihe trsfm. tragFEb nrt law Cammecrt ierit 6atnwYX Season ZOaN Eto lii Ana Comanionwr.. w,mrso. a4xTeaa,;Eaiota.rA.1 2O.�F Oa5 D.Om 082 746 09 20� O.BS ODo as, 748 D9 vre ram RRA lost n* are.FA wa+m tA. vase fadar ail.ft o.62 rie hi.er whw fha rut 57.2a o.65 0.00 082 L10 0.9 57.20 066 a:a 0.62 7Ae o.p ,=w 2Q.a 065 O.oO Od2 tAa b9 4 20,69 Ohs O.N 0.62 748 d.➢ Fee-Wlmer 15.97 0.35 93ttlel43 0,62 74d 0.9 4,6 Lac $729 0.as 900 052 748 09 TOTAL sPww 20.69 0.35 677.9385 Os2 rie 0.9 4.12 $ T Zoae M.Efi. Aral foNaar MastFNNr: .war.P 1507 Des FOO 0,62 748 0A 159? Ohs 0.00 0.62 749 09 m.sta 57.29 0.46 O.ib 062 tab p.0 2t.42 9ummar 57.29 0.35 617,9385 oex 748 0.9 41.11 4 DAN 4 a-ww. 159T 0-66 pOD 9a2 T48 09 AL Om 0.00 swatP t3.97 tl.06 O.N p.6Y 748 D.9 �O'ru fA0 Fr-VMnr 15,9T 0.35 6179385 0.62 i48 D.D 3.18 a- 24W Eb tfri wrw C swnFamme FRMaraar u Om OTAL 1D.71 Ignia urrel-{VNw resat wR au Pit -6R w-uta Pfanb1110eaa1fYa*MaTtme: Zarw ar"Eff. AfN 9a-malpwafuw MNVbrteaWf/fysNlalyOe: Jaw tor.Efi. Aral imaawh.Xtiaew: iWAMlaeeanOyeNrtaTYN: Zaw tor.lfi. Aral 9aatvslMalAFuw. PlantllrrlgafonSysMatType; Zoni Orr.EK. Area Seasonal Plant Factoc Exp. Date: 09.30.07 Pt.89 m O.i2 748 0.9 1 0.9 sent 6 76rtlb A 0.9 s4N 5 shrub PwtNNlaaMara 9Ye4ats Tyne: Ana tor.EIL Area aawAN Mom i.wsr 4 OA 0000 f aMW pray/Bub/ p 4 419 180232 7 Mod PlenplMaaden System Typo: Am 12 E8. Ama D*aswml►lamhaNr: 1 l 57,29 0.65 0.. 0,62 T48 0.9 6e..r aesv&o Pa.R A,Ra twe.waR ^" rwal clot ►aA low 6pmtwa 4 0.9 low 6 grub serer Z-t* Hvt stet eavuww S*mon Zonal EtO l,*ot Am famwoOn fectwr 6tltelW SpralBublOn 4 •.9 ' 3a2$3a a Mod Troe 79 7{ a Gam. .war amz tea art Ea +am.nra vwm GaAm aoX. afar r46 RnEA wale.un 2arrr wra rani Ettarwa vr. Fwam w.A. ON Ira M.Eet w#Irrw Value Factor Sq fit 0,62 748 kitBt. Winer the �OfB a•wlrtee 7S.9T 0.05 0.. 0,82 7M 09 vws fprm rare oat T4X n,.Ea ww-un &anon EN PrX wnX Cminnr.Ison Fa,aas (ieelarM LP Tu 0. xi.eo 0$ O.oO 082 7qa 0.9 2069 48 O.N' 0,82 748 09 SY29 0d 004 Pat 746 DO I; +�+. 57.29 Da 0 0,62 746 06. F+.w 2p.6A OB 0 0e2 748 DP P+^a 2Q.69 Da 004 Oat 7Ae 09 Spring 20.69 0.5 1613.232 0.62 748 0.9 t7.28 VMr Furor sit ft. 062 7N eri eft WwrUFe pp ST.29 0.8 0. 062 T46 b9 57:29 4$ 0.q4 0.62 748 0.9 Spraq 2.0.69 0.5 352.5333 062 T18 0.9 3.64 �£ CS� i gonrvmuomft Zono art Efi. Anil sleeaatst fMtr F4War: aF wnriP 1597 0$ OOO o62 748 09 k'wanF 1507 08 0.40 0B2 7Ae 6.9 �"� Swnnler 57.29 0.5 1813.Z32 0,82 7♦6 0.9 47. 4 ile fAN 5 warn. ,5.97 06 @.a, 06x 748 p9 is wRr iSA7 Oe 0OQ 0.6t roe 49 ewes 5T.19 0.5 3925333 062 746 0.9 f0a OFCALiF N• Om FN.wmn Mar 0.5 382.5333 o.62 rap 0.9 2.01 Fail-M/nwr 15.97 0.5 1013232 0,62 748 0.9 t3.33 K AL. 0 TOTAL i8.s6 swn aaM6fd Poara am saRewes TREES M' TREES TOTAL TREES Total Tree And Shrub 175.66 Vabts fawe -41 q62 rat Mr.krr wawW 7 0.9 Typetor.Mr. Anarow iaclpf: S M. fit MN i.aianN Pacbf: TREES 5T.29 Q.8 D, 0, 748 0.9 9 14eif33 Lew fN 4 0.f 41a.ilfx 9 Law TrN ffawt raer.r'. 4 a"f lb6s.621 { Low r.wn*p 15.ST OA 0, 0,62 746 09 twee, Zonal Eta Pare Mw Grvax..r.xa,�.IR Eflinww ewer zonal Flo note w... .ma..airrFwe:.. €wisw«r 1 0.9 aNT.017 Law Trea 3eRwr zawEb Pa.Ri lone anrrsas+farorR ERnraera Plant/hrigaOon System Type; Zone Of.Eft. Area SeasaMl Plant Factor: Total Estimated Water Use 17s.tls row ftaa AW ras ea es wrw ua: vest,. fame n cast r.t e.IfR twr..err S.trr zowf E,Yr raw. a,>r;, t.X+.wwf vn,» €ecw wA 042 Tea crew rower era Spra lBub/On 4 a! r 74sA25 7 low"Mod Tne �+#Y r40 n^. 20. a. itO. Lmx rag .4 1. Vakn FaAa ern aW T TRMIf•,+er Xf p2 i40.59@4 493 tee. v^ ?fr. an 9. aCrdO 02 255682 O.s2 T48 00 9.75 Saxon Zdnal Eto plate An. Corttrenaan Fs4Wi 6fimtW1s 9r 17 496.13 sax rr 09 4aD w.w»r 1597 k2 flat atr ran 0O t21 6�29 0.2 `t,Mttl au 0.9 YS$Z 57.20 62 2,Sss.OY 062 7Y 0.➢ 2700 Va. Faew sq.ft. 062 748 Yd.Bf. WOW ure OTK r6„af u .it .s+wr ts.47 0.2 ?,M7. sat 0,4 20 r.awr4r 1597 02 2.6511 0.62 740 O➢ t.53 fumy 20.69 0.35 748.625 0.82 718 0.9 4.98 pbntqmkm"nToni M.lfi. Ana arrow Flare Faela: wolgrroumn" 4 3t0,M5 Lou tN f y tort F _ - !S Iw.Efi. .lMes Ae.soeNMaatiactar: 427 slA,wwr 57.29 0.35 746.E 5 0.62 748 0.9 13. V�ALE W s3wR low c rmaa,t 1RIIrAw / .• N7.48 7 LOw r AtN row 4 0.f n 4te 7 Low t Mot Tn. sYelam Typo: Zeros kr.Efi. Aral twwnN Paam faatar PIan1Am�tlon saastta Tvo►: tor.Eli. Aral eraaennal plate F fat-Wallar 15.97 .35 746. 25 D 82 Tea 0. 384 Via. rasa a. lost raa sA.1st. rowwar i + tr E w sea r G = 5nw: 2arw ure are waa cv!rw=ee,sFxf» E».tara 4 �.9 f7o.tra 7 Lflwlaled VMS 4 0.e M �owaaTn* TOTAL22.61 942 J4X Eat 9a^ lmrr Elo fXsrt Arse Cast vsnr.ieeb3 6s#,Aaaq it- ZRawtno Pala . f -faW ail a 042 Tab art EA in two Vak. re(b' ri.n. 0.47 to M.tn. wablaeh}.69 @.e5 9AJ 42 0,62 148 09 6$5 r+s 2069 0.35 Yf of 0.82 748 09 d.i4 wF,a taAu. .act aX2 tap p,,.FR. row.uw row racm+ .an ow raa w,.Eat war042 tab 1 ..•r ST2o 035 94J 42 Oa2 r48 09 is.42 Sr 24 0.3s Y1.61 062 T/a o.9 tl.4 20 A9 0:35 t70.72 Ob2 748 0.0 ff4 Prri 2k.89 D.35 9.00 062 ?48 09 Plentlinigalon System Typo: Zone Off.Eff. Ana Seasonal Plant Factor: 'w.wntr t3.47 0.30 aT42 0.62 T48 Q9 513 w•#wnw 1997 035 21 gf Q.CQ TM p.4 all At S7.xo tl.36 170.72 062 748 Do 3.15 57,29 0.35 0.00 0,52 748 09 Spra leub/trip 4 0.! r $3fl8/ ! Mod Tree OTAt 30.21 K r fro72 D62 748 D.9 0.88 a+:.wrriP 1597 03S 000 0,62 740 4➢ Sees" Zonal Efo Plea Ara Comanion Factors EA n"ruotardsvionf T : ZOew tor.EN. Aral $0"0 cream fasto, f.,T AL 0.00 Value Factor Sq,fl. 0.62 TIB to Ef. ttlalar Use 4 0.000 Lew/ fro .Elf- Aral whit F MtlaM1llfsaOnaYMMbiyai: Zerne M.efi. Iysa awfoaNMan,Fnr Sluaq 20.69 0.5 639.9849 062 748 0.9 6.1 sera+ f[aal16w PWX Arw C ser.GaAas EfWae4 4 0.9 0."# a Tn* 1 0.f /Tr.Mi s ttellfM PIMtArtMaaellfYMNa Tyr: Zww tor.Efi. Mee Screw"Harr Faow: Plp{Ay 8ummr 57.29 0.5 639.9643 0,62 148 0.9 18.88 Vrare faom ate 042 rr r:aR want W aaafo* Z W Db RW Aar Canrevrc�Gukey 69nytOV arena.+. IarW EFn NW Mw Caew�»X,Fs'M 1Nnwoa 4 0.4 NeFedt D Yod TFN 4 OJ seal m* 20.89 O.JS 0. 62 rb Q.4 vas„ Fora« y0 lost tee Ion.1m wr acts earn Gxfm aaA Oax rr tn.Ea wtwrVu, aw - zvw Em wr row CXn+ea,f>KMh E.i[r!HYC 6aeam xtPatM Fpw Frier cv..,.ao,f- tweewee Fat-MMAer 15.97 0.5 639.98/3 0.62 748 0.9 4.7t 67.29 0.35 0. 0.62 748 09 a 24_6MF 05 000 Os2 748 @9 ro Ytl.Bo 05 ,y2.sb 0.62 748 D9 ,. vww, f.eb Ran ant to StetEA wwF•tan wfa fwtr asa ow /,. M.Ell. eww ur TOTAL 27.69 SUMMARY wa.wAar /S.9T tl.35 0. 0.6Y 748 0.9EA �+ 51.20 OS p. 0.82 7Ae 09 51.24 OS 172.•a O.B2 7Ae 09 4. ^F 20.69 OS 3:t86.a5 a92 748 bA 30.36 4 xi.80 OS 0.00 0.62 748 0.4 w,wwr 1597 p.5 000 0,87 t48 09 rswat. 7S9) 0.$ 1T2.8$ D.B2 Tab 09 1.27 ST29 05 3,1l6.65 D62 tee 00 6407 IraP.:w S7.29 o5 0.00 Oct 7♦8 09 Total Tree And Shrub 188.92 T TK 0. ar'aww. tS9t 0.5 3.1s5.65 0$2 T48 Q.D a9.M -.w,re. 159J 0.5 pm O.s2 748 09 OTK O.N '�' TM AL 1 Al T ' sere. aa's 2A sa...narMaalsastar: br fit w: PIarMIMlseaonityopemT,t2a JOn1 r-gar MN {.awrpawptfar •m Total Estimated Water Use 188.82 C Of fla1M DOalart 4 0. Mr,4DA a Jae 4 0.9 aiN 9 rie 4 0.9 *.no 9 M,N TrN a tor, ff. a..-"team Faatw: br Am P{em F waet/eitta0111ad0e ei�lne corm Zinc Eb Pre ten 4orwnawe iaage awAMo4 iaagw LXw EIo Pre low Cwv.wfaT:.cwoa afbmare awlm hem Eb Ppr arm Ca<,+av2rt fa.'c. Eaa+.war 4 0.f a.M* • Tfee 4 of abM 9 ::ins VwaA iaup as R. o6t YM ee 6tl. Ml al.lra W:. Frsm aaA ads Tab {m.EF wwraaa Vw,a lacer Rue X. aaZ t4 an Ea wrrws sews" xa.w Eb FyY Nry tNrfpyys Fatg3 Etlmemc Ez taMenFWMrsfMna20,49 0,3 282.. 0.62 748 09 2. vw.m t- asR au rah rem ttlrow.ac e vwa Sam ion. 0ZW Jac Stet Ea. arm.war "tar � xieo D85 DOR a6x 746 p➢ xi69 oa5 a,at Dal roe p95729 OS 26Y. 062 748 0.9 7.4 w+R. 5J 2A 4.0a QOQ 062 748 09 xrv.. 6T.29 0.65 OQ4 O62 746 09 m,a 20ft'D 0.85 0 D.62 740 o 2066, Oes 006 0'62 7A6 09i a Meal,597 OS 252. 062 I48 09 Ia r.va.r- f59t @45 p00 062 t48 0➢ w'rasr t5.9T O.6S 4AA 082 t46 D9 57.29 0.65 0. tl62 7� 6.9 57.29 065 O.fiD 0.62 74p 09. O.ao Ofi2 t48 09 0.650.00 A2 746 Q.9 ooa wafer A�(MWA) T ZOwa Orr,Efi. Aral seem"plane F*w: PfemRrOo*Wn Svt%m Tvas: Arai la.EN. Area a.awnN Palm fasr� .Elf. AtN rraoaN Man li 4 0.9 owm 9 TM 4 0.9 fAN ,0 rlN 4 4ft 1 TM : tor- Waaaal Plant Factor: -PimakomW in aaava, 2 wefe Pgrvt Mot Cmro rx FandR Fs wr M IIwsn Zs a Em rare awe Sea rb r fa aa3 6R teen Srmm< tots E c Pant Mara Ca«wfar fa Go. Eon aYo 4 9 *.f60 19 Tfae 4 of aTlat$ if TM Vaaw faAm st R 063 Jr an En Yrrat nne Vrue fwfm aX A. 942 Tat 1*+Ea Nara.w, Vw.. Flom !w.A ev to Rue FA W anygf f W. 1 F 20.a 086 0. 0.8Y 7Ae 09 P*a 1@.6D D$ 00o O.fi2 746 0.➢ 20.69 p$ ♦7542 062 746 O,A T.YS a.na, tnlr Ea Sews ref carwR.r.Faoes Ea,+ww 5eaaa+ iii nfa= Square Foci Calculations at,.Ex. rnrx war,.+aaa 51.29 Of 0.00 d.at 746 09 rn+ea $7.29 Oa 475.42 062 749 p9 YO Q7 P^*p 24.f1p 0.8 0 062 748 p9 04 A73.82 0.62 rq D,A T29 085 0. 0.62 748 09 tS➢i o8 000 082 T.IB Og eF,aaRle. iS.47 DB 475.41 062 748 D.9 5.54 $7.29 Oa p00 D62 Tee OA 8$ 4)3.82 0.62 7Ae 0.4 20.00 Twc aShrub Slywnlow t8d,881 are-vrxlr f5.97 O61 0. 0.82 t40 09 K 0.a Ai 32,,, wiwn.+ 1S.9i 48 0.9d b62 740 Of 4aw f38T D$ A73.02 0.d2 7Ae 0.4 5.58 Ttrf Sq-foot 26.150 AL *AD At 32m Tow Saran Not Co0Mc9wMv S,530 TOW Wrootfawe Square falaw 59M Triad Tract And Shrub 07043 Total Tres And Shrub $74AS TON LeeWxape sglrr*tow 1ea.38i Zail m.Eft. Arse saesonma fNm enter. Total Tree And Shrub 1aasa! Total Trio And Shrub 1227s7 4 0.00p t tN fy.q.{s Typi:. seal tor.Efi. Ana feaapml flwA Fur: pbnykoNNon Symem Ty": aorw br.fin. Ana &..real Plant Facew: KIZ tow 6aoPionMar1 0.76 0 ,f TW 7Pra&MWA)rlp 4 f1i a 11 Tat omnwt0aoon gym-Tyaa: zone Mr-Ell MN SAasonal li Fact. PfiMgmaeOefnfyWla Typ: ZpN tor.Elf. MN awwnylMmFaer 2wre No Eto ater Atli TaW Contusion Focfos TOW v4Ma Farb qn. at2 7prgt k,6104p 4 4.76 0 1/ Twr 4 0.T5 6 1, roFarm Silt A. YWA 0 0.62 748 09 asanr term Ear PYG Mott eamror aaAmR EMA,aMa saaA.. zww tar: Prr. Ave NrMeGJnfa'W±i ESIRItNe4. Vw F FA8aawr LaMEW Pule ViX taarlNdtFerna3 6steWM aueavar xarM 1M Pmlf was Cannt"F1 1f 1 57¢t @54OR xi.aQ 76 0. 0.82rs 2tl.69 0.76 a 00 0 62 746 p 7S wfrf Garr as A. 042 rm Iwfl.Ee. w is tar vw,.r rrcb' ep n ear its are.to Wass oar 2 66 82 0.5 @. 0.62 748 015.47 Oe 0, 348 0. OR% 06 10 De2 148 075 ST20 os 006 O62 TAa O1S ^n no 076 O.ob 062 ref @75 2089 0.76 O,OQ 0,62 T48 03e is Of a0 w-Rower 1347 am 000 0.62 Tea 075 57.29 d6 000 a62 T48 m.75 57.29 0$ 0.00 OA2 746 O76 so are 05 0 a.62 r♦a Om ffi Axrar f 59r D.16 fl p0 0,62 748 p.7S '.. act:�Rnme. 43.97 0.76 a 062 t/$ 07S .w1n,r 15.97 tl.78 0.06 0.82 7A6 0)5 A Tote a.5 ,e0.381 0.42 748 T-Nom Total Trea And shrub 3s4raa OTAL Om M a OTAL Om K e _.. PMm/alleafb+t SYatam Type: soee Our.0. Area So"*AO PWrt fawn: Total Turf asp TORN Turf asp water Uee .; Tote Tara I.aO Teti Tor} a ea Taal NumWf of plants Tf3s . 1pralw9uWDeq 4 0.75 3NN it 1W1 MNmM7WOmf sy4Nm TyP*: Zarw by.Efi. A4 112a. flamyacr: MMMnlpaWnfyWmTYM: taw Mr.Elf, Ana 9ivwaN Mmfarwr.: ft-&Vdfason ayAwa Type: ZaeS IR.e& Am leaRolrl Prom Paar' atre:. 2orate Pre row f'clR.arsrr.f4aaa Eanwre WNeraNwtpe 4 ! i 12 M*Nnp Watertemtn 1 , >Ne 12 Mevb#p PMmmlrttlgaaMa ayaMnTYM: Am 4e.E2 Aral slnwtW MwN FaeFw: Namwf st wean w %of Tow Lan raFaF. vrw Fans a4 R o6? YM fn,En. war tar 40e6 58.1p94: 95.800 Secrete darn Eo tae.f Mara CoXw.rnrtwoo cwprra Fi- Zc Mate iRarR Min ryPaa•eA+faYa3 Ew.nA4 W 4 t a 12 tNt♦n0 WaWtwlwa 4 1 * 12 MOrIa1y 2ti.69 a.76 28.150. Q.62 746 aTS 1S/,N vwx film RaA atz rap rem.Ea Wert t.be wYva fRew loan Oat tea iP Etl tewar Vw low` xvw to Far! Mw Coarvw raAsn fweemhe Errml Ilona tlo Para arm Caraeraax Fadaa L'Rrmewa 57.28 0.6 x8.t50. R.62 t♦8 tl:75 903.A1 204➢ t.2 0.00 0.62 748 1 20.a 12 1.90@.00 062 T48 f eon wwr ram as n. an? TaI rue.1R awry waR vra r xr suers a4? ra rue.EA war c,r. N.wmw 15.87 0.78 26.150. 082 748 O.TS 358.T 57.29 12 0.90 062 740 # 5729 t2 3.9p0.OD O.B2 T♦8 , ?2224 k169 t2 0.00 062 T49 t 24.8A t2 o.p0 0.62 T46 f 553 7.96t% 1Z95o OTK ,79! m:-wtm, t597 11 0.00 002 748 1 f59i 12 3,90000 D,f2 748 1 61.96 572➢ f2 9.N 662 tA$ t 5t.24 9.2 400 0.62 T46 t Mot f923 M.792% 4i.94♦ MJ117 FN a D OW% K am flfM w-wefw tS97 t 2 0.00 062 748 t '..wlMw I&Or 12 D.00 0,52 748 / Total Turf 17eeae2 K 0.00 K 6As rivet 227 s.a2T% 5. Torts Waterfastun sea Total Warerfeawre 7agtrei Total W4seAeature Lee Total WateAsman p ss Mod Treat 6a 0.067% 32`�FIP{MVM Mbn Sv$WO TV": Zone tor.Eff. Area fNeeaa/plain fwa: ModaA Tree a 137 1947% IttOMbp TOM EN611a1bA rattler Use Y7ti.8i TOM IEsfleetatod Wearer Ueto 107ar71 rmN .2 0.sa7% 964 Wsterteabat 4 1 a rJ TOW WalteruW '�e�sa� TOW illsd fafESaiY w"mr Y� 1IF�7.a� qsl 7a6 t00m% 104,Nf Sewn .Tnnit 6.r PWs Arts EOafw.Ky [wrNao Virg fuw u.R a63 tie as6n. wfrrtM 2Q. 1.Z 48 1 57.2D 1.2 0. 0.82 746 t SHRUBS . Pla1ltlYrteMal7fIMM1 T"*: Zone tor.ER. Aram ai.Rar+W Mart Feces: r.wrr 35,97 ,2 o 0.6Z 746 1 \\\\\ s.mr, Z-9. Pre kwo Carnrra:Facets E.tlxlwa9 I \ rFitlr K 0 4 0.f fSis4 1 Lew leatm + "/N;A f�a:M< M i. pa:.. 10 -S. WAr.{A4 TOW Watorf4adtre 040 20.69 42 as.r04.at 6.62 Tea 0" 366.ae arF !��..��0 Sr.29 41 95,79462 062 '148 a9 1010.93 +cT Total F&Uaaa�9.mm WateK Utso MISLOO7 15.Dr lox 9s.aN.e2 osz 74a 09 261.00 At 967 aTo G PlsggrnWiNa Systw Tyaa: Am Mr,Ell Mot 1i+a.wMfbeA Fallo- 4 0.9 12950"5 2 LOV~sarW 3..ax, rwWEn raw .arts cua.wam FwlJat EeAs.fo 7 p Year Tatb RILE A4a Tia YP.E9. twtlplJai ' 20,69 0.35 12-VA 22 0.62 748 O9 a6.43 wvw $1,29 0.35 12.9"1 0.62 744 O.9 2N.32 w:wnr 1507 0,35 12.aA22 Q82 T46 09 66.71 oiu ra2 4s PMRuwlaoom Systm TYpa: 2oen W.Efi, teas aartaaai Store f.erw� 4 0.! ♦4M4ett 3 Mpd Shrub teeny, Tay ** Fta1 ,- C.M.msa'.GRaIYg EonaAw YRM rosy M.R oar T4X I.n.EA Nalw ldw 20.0 05 44.99't 05 0,W 74a 0.9 e2 S7.Y9 4S 41.04.06 262 T40 09 f10 w-tw,w t5.9? A.5 44.90405 0.82 748 09 3300 K fall' �- PNmAsnaaeN f i!--TAW: AM 1m.lls Ares st-W paint Si 4 0A *.NO 4 shn b b»w� lmNEb Na^t Arm .ppwrYfaams ErlPwra 0 €RCEr r.R apz r4X en EX Wwe�irta a $729 0,65 000 0.62 r4$ o9 O 51.29 0.65 Oat 062 740 O.f i w.aw*sP t5.9T tle5 000 0.62 74a 09 lli jaet I At Dm vat _ PlamAlry3itlpn sYNart TYM: Z- tor.Ea Arw awww Prom fawn' 4 0.9 *.ant 6 aaFMb Stamp 1o'm EU PW wren fm=wM AMA son a vac,.,• fwRa x.R VEt 2ef ter En. w'e.�U,e, a 2069.. 0! 0.00 062 748 Do SINA 57.29 da DOD 0.62 ri p9 FRANK w.,w:wr (59T Da 000 062 7A6 09 K e y Plan AL 9.a TREES ►gaNerg000n Sy-w-Tyne: Ana In.en. Aral awtarw Pram fur: 6.9 ai,.rN `lowTrN 10 REVISION T.>.wm atAYlEk+ few an. i, Ex+.awx awe+. irre .d a sea rot fe Rraw rsx 20so !x illi .�ix tr 09 20219 REVISION 53.2@ 0L ti:#19.6t 9 f @ Sd 4 OTAL #S97 d2 6.3,93, ;,da p9 n� 8 REVISION PlamibnasYoo*voNm roe: Zane wSOL Ana swwrN root Parer- 7 REVISION 4 0.9 103.M 7 Low/Mao Tn. 6.ata. Z-11 P e A� 1--irF- E.Mai 6 REVISION vw;e 'a r au 1st r.,1n wwr aces ores 20.69 0.35 1,59354 0.62 140 A9 '0.63 5rxi 03S 159354---062 M 09 2941 5 REVISION 'a* r 1$97 035 ts93.64 062 748 09 0ZO aru Ali 4 REVISION PilabhatatlN Bi war T2p: Arw be.efi Aral s.w.Irf fart FuW 3 REVISION 4 as sx».s13 a Mod Tre. SeYA^ ZmmFta Pala Aew r<.hrxnr farms EAnwaa XX aln w,aa a 2 REVISION ,v 20.6D 05 3.2t@.37 0.62 1A8 09 30.59 $rzA a5 3.21@5<. 0s2 746 o.f 64?A 1 01/11/2006 1ST CITYPLAN CHECK w wrax r54i p5 3-2f4S4 0.62 7e6 tl-5 236, OT2u. Map, Zane tor.an. Arse 0auwaeal team faetw'. 4 a.9 *lob - f Toni aww, xawEu P�., a.�a CmawH.YfatR tAKwen, Revisions ' vaAn fa.;ar r...R stag tea rm.Es wss.� n 2489 08S DOA 062 T46 09 - 51,29 IS:SS Ood D&2. 14a OR an t59? 0.65 owl 0.62 74e 0.9 North ru 0.00 tor.Efi. MN eaaaalsN plant fuw. 4 0.9 9s4x46 10 Ti awl'* xenflEY. titer Arai Ciawam-GaiAfR Eert•rwM vRar Serer eq.R. n6z Fact fe.,EA weXrr tRA wax 20.6f 06 L4f424 a.Ff2 748 tlS t5 b0 5129 00 96r.24 @62 746 09 A155 ,ter - 'as.iwnR. 15 A` r 6 969 Ya 062 140 A e t:d8 OTAL 69.13 Toi Trot And Shrub ai1411 PlamBwlr3Nat System Typ: 2- tor.Efi. A- a...rtea plain Paew. Seale Spnylstlb/Dnp 4 0.76 issm 11 TWO ewes•• ta^aIEYa Prr Aral ;.M.K.At ipSAr§ tAa+SiSe Date VH..o fa.'K.' seta 4fS Tar@ I.m.EP wwr'uw a 20.Oo 0.76 26.15000 0.62 746 O7S 454.4a 03-06-07 Sr.24 96 20..t5D00 062 740 '0?5 .41 w wnv t397 0Ta 2r i5O.00 062 r49 073 35tl 77 OTAL Valli Total Turf 1lsasa PWAAIN3rNn Sys-T"w Zen. tor,EM MN aea*anNfWNfaabf Phase Wato"6w b 4 / ii*8 12 aapvlay PHASE $woo+ ttm.'4b R.FI Agee f.a'Ndr.tsH+'o tAr++wst 12 a1 R a62 ran n EX row fn Job Number il 2o6A i 2 3.900 ti4 062 T4s t a026 s7.29 22 390100 O.Oz 748 232.24 TYWN601 a*-wn.r "l47 9.2 39OODA 0.62 748 B1.A5 K t Tothwe*rfeaturt aaat Drawing Title T��way Ua. MWA SUMMARY COUNTS E y� Under o Seground rvice Alert Drawing Number Call: TOLL FREE L=2m5 1-800N, R - 7 7 TWO WORKING DAYS BEFORE GvOODIG �T R NI HK �r, 'Aj 0 2006 swot Group r: r SPAN I SH WAL1 RECREATION POOL AREA PALM DESERT, CALIFORNIA PLANTING NOTES PUNTING LEGEND 1. Final grading shall be approved by the Architect in the field after soil preparation and priorto planting. 5YME30L DOTANI GAL NAME jrOMMON NAME 51 ZE 15FACIN6 I REMARKS QUANTITY WATER U5E TREES 2. For all on grade conditions, the Contractor shall take soil samples, conduct percolation tests, and review Matched, multi-trunk specimens, full, symmetrical, well-rooted, existing site conditions with the Landscape Architect. The appropriate quantity of samples shall be verified with PAR FLO Gercldlum f lorlda Blue Palo Verde 36" box Per I,� unblemis3hed trunks, low branched, as tagged bly the Landscape l� LOIN 0,2 the LandscapeAm-hitect.Samples skull then be tested and ana zed#os rcolation and agricultural suitability P � Pe � p Architect. No raised canopy trees. and fertility by the Soil and Plant lab reviewed with architect. Analysis shall include review and coordination with specifications and recommendations for soil preparation and baekfill mix and shall be paid for by the Contractor Matched, multi-trunk specimens, full, symmetrical, well-rooted, at no cost to the Owner. Submit soils analyses to the Landscape Architect for approval prior to soil preparation. unblemished trunks, low branched, as tagged by the Landscape This requirement applies to all soils and conditions within this project. Refer to specifications for further GIT VAL Citrus Valencia Valencia Orange 48 box Per plan Architect. Nursery source must be pre-approved by Riverside requirements. County Agricultural Commissioners Office. 10 HIGH Tap/lor Woodrow Homma, Ina. 3. Exact locations of plant materials shall be approved by the Landscape Architect in the field priorto tW,...• 7a74s W. s.n,ara Dr., 'to Matched, low-branched standard, fu I I, symmetrlca I, wel I rooted awto 140 installation. The Landscape Architect reserves the right to adjust plants to exact location in field, as required. , , DAL SIS Dalbergia sis5oo Rosewood 48" box Per Ian (not girdled) speciments, as tagged by the Landscape san Dloso, CA=127 p Architect. Potential nursery source: Srowest nursery, 5 MODERATE 0.5 4. The Contractor shall be responsible for verifying all plant counts and square footages, as required. Mace 1' eSA oK-branahed standard, u s mme rites we rooted y Laguna Beach 5. Finish grades of all shrub areas shall be 2" below adjacent curb, pavement or header. AGA SAL Acaclo solicfna Goba, Wee in Wattle 24" box Per Ian (not girdled) specimens, as tagged by the Landscape Architect. 2 LOW 0.2 S a u s a I i t o p 9 P No raised cono les. Los Angeles San Francisco 6. Finish grades of all turf areas, prior to sodding, shall be 1" below adjacent curb, pavement or header. 48" BOX Multi-trunk Specimen, ful I, symetrical, minimum 5 trunks, as H o u s t o n GHA HUM Chorriaerops humllls Mediterranean Pan Palm CLUSTER Per plan tagged by the landscape architect. I Dallas 7. Provide 2" depth compacted D.G. / mulch at all shrub/groundeover areas . Sing le-trunk, straight, field grown specimens, full, symmetrlca 1, 580 Broadway heavy tali er as togged b the Landscape Architect. Height Suite 200 8. * Quantity as provided is for the owner's convenience only. Contractor is responsible to provide quantity as y p 99 y p 9 Laguna Beach CA 92651 PHO DAG Phoenix dact lifera 'De let Noor' De let Noor Date Palm 20' A.M. Per Ian of palm to be measured to the apical merlstem (A.M.) as 25 HISH Fax 949 .494 .7861 indicated on planting plans,typ. y 9 9 p indicated in Detail a>, Sheet L-3.2. Nursery source must be pre-approved by Riverside County Agricultural 9 4 9 .4 s 7 . 5 4 7 1 Commissioners Office. PLANT MATERIAL AND SOIL AMENDMENT NOTE Matched, multi trunk, field Town bare-roots specimens, full, o�NDSC,gp� OLE EUR Oleo europoeo olive see Per Ian s mmetrical, with unblemished trunks, a ual to 48" boxed GP�SIM�oN L y lo 3 ti At the conclusion of rough grading, an Agronomic Soil Fertility Analysis shall be provided b the contractor and remarks stock as tagged log the Landsca a Architect. branched u to MODERATE 0.5 ,� `I's 9 9 9. 9 ty IY � P Y � 99 y p p furnished to the Landscape Architect and City of Palm Desert for their review and approval. The Contractor 6'-O" min. shall install those soil amendments and fertilizers as recommended by the analysis and as reviewed by Signature Landscape Architect and City of Palm Desert. , , Matched, multl-trunk specimens, full, symmetrical, Kell-rooted, Exp. Date: 09.30.07 0 LAS IND Logerstromia indfca Muskogee Grape Myrtle Muskogee 24 box Per plan unblemished trunks, low branched, as tagged by the Landscape I LOW/MOD 0.5 * Date \P* Note: Architect. �TF of cauF All plant material shall be reviewed by Landscape Architect prior to delivery. Contractor shall provide the Sin le-trunk straight, field Id rows s ecimens full,I s mmetrfco WAS ROB Washin tonlo robusto Mexican For Palm A.M. Noted Per Ian 9 9 9 p y HISH Landscape Architect with photographs and specifications of material. For all trees 24" box and larger, 9 Per. Plan p heav call er as togged b the Landscape Architect. Height 1 y p 99 y p 9 Contractor shall provide photo of each specimen. For all trees/shrubs 24" box, Contractor may submit a of palm to be measured to the apical meri5tem (A.M.) as it photograph, Landscape Architect reserves the right to reject material delivered to the site not indicated in detail 10, Sheet L-3.2 previously approved, or not representative of the reviewed photographs. All photographs shall contain a person SHRUBS or measuring pole, address caliper, height and width of tree/shrub. MYR GOM Myrtus communls 'Compacts' Dwarf myrtle 5 gal 3' oz. Pull, symmetrical, well rooted. 24,5 MODERATE 0.5 Regardless of previous Landscape Architect or Owner approvals; the City of Palm Desert Landscape Inspector reserves the right to reject any and all plant material. O JUS SPI Justle to spicigera Mexican Honeysuckle 5 gal 6 o.c. Full, symmetrical, well rooted. 3O Low/ Mod 0.5 s SEN NEM Sarno memo h Iles Bush Senna 6' oz. Note: p y y 5 gal Full, symmetrical, well rooted. 5 LOW 0.2 All installation and maintenance shall meet or exceed the City of Palm Desert's "Low Water Ordinance" and Q LEU Z`I'S Leucophyl lurr zygophyl lum 'Cimarron' Blue Ranger 5 gal 4' o.c. Full, symmetrical, well rooted. 175 Low/ Mod 0.5 follow the maintenance schedule & guidelines established in the City of Palm Desert's "Desert Flora" Maintenance Guide, Current Edition. LEM MAR Lemaireocereue, marginatu5 MEXICAN PENCEPOST CACTUS 5 gal 2' O.G. Full, well rooted. Q� Low/ Mod 0.5 It is recommended that the Landscape Architect tag all plant material stock at the supplying nurseries prior to O ERE MAC Eremophi I to maculates 'Valentine' Emu Bush 5 gal 6' O.G. Full, symmetrical, Kali rooted. I I Low/ Mod 0.5 PPIY g P delivery to insure that only the highest standard of stock is being provided and installed forthis project. 0 SAL LEU Salvia leucantho 'Midnight' Mexican Sage I gal Per plan Full, symmetrical, well rooted. 12 Low/ Mod 0.5 OBOU LAJ Bougainvillea slop. 'La Jolla' La Jolla Bougainvillea 5 gal 8' O.G. Full, symmetrical, well rooted. 6 OLE EUR Oleo euro sea 'Montro' Little 011ie Dwarf Olive 15 g01 3' O.G. Full, symmetrical, well rooted. 22 VINES KEY PLAN BOU BAR Bougainvillea 'Barbara Karst' Barbara Karst Bougainvillea 15 gal Per plan Staked vine, full, symmetrical, well rooted, train to wall or fence 5 Low/ Mod 0.5 D ROS BAN Rosa bank5ioe 'Yellow' Lady Bank'5 Rose 5 g01 Per plan Staked vine, Bull, symmetrical, well rooted, train to wall or fence 40 Low/ Mod 0.5 3 MAC UN6 Mocfadyeno -unguis-cati Cot's Claw 5 gal Per plan Staked vine, full, symmetrical, well rooted, train to wall or fence 6 Low/ Mod 0.5 > VIT GAL Vitus Galifornica 'Rogers Red' Galifornla Wild ra a I5 of Per plan Staked vine, full, symmetrical, well rooted, train to wall or fence. 5 9 lo 9 y ,��t�°�±;�y`:�L`° '• . aa� a �' ` - Nursery source must be pre-approved by Riverside County Agricultural Commissioners Office. CA "€'` GROUNDGOYER Full ro mmetrical well rooted.MON AcoIypha monostach a Ra5 berry Fuzzies 5 Low 0.2 F�.r A Y - E DAL GAP Dales ca icato Sierra Gold 5 al 3' O.G. Full s mmetrical well rooted. p g y II . , Low 0.2 �•.. LAN GAM Lantana comaro 'New Sold' New Sold Lantana 5 gal 6' O.G. Full, symmetrical, well rooted. 82 MODERATE 0.5 ' y ROS OFF Ro5morinus officinalis 'Pr05trotu5' Trailing Rosemary 5 gal Per plan Full, symmetrical, well rooted. 3101 MODERATE 0.5 oil . i ACCENTS AL0 BAR Aloe barbadensis Aloe 5 al 4 o.c. Full, s mmetrical, well rooted. � ~-- l_ 9 y 8 E LOIN 0.2 ! L� ALO H1'5 Aloe hybrid Blue Elf Aloe 5 gal 2 o.c. Full, symmetrical, well rooted. I Iq LOIN 0.2 + • _ �. , ACA DES Agave deserti Desert Agave 5 gal 2' o.c. Full, symmetrical, well rooted. 2 LOW 0.2 Ursa L-2 , 1 - � I TJ --_ - - _ HES PAR He5peroloe porvifolio Red Yucca 5 gal 5' oz. Full, symmetrical, well rooted. 55 LOW 0.2 RAMC sINATRA DEL �C�R - _-_-_ �� _ < ►• DA5 WHE Dosylirlon wheelerl Desert Spoon 5 gal Per plan Full, symmetrical, wel I rooted. 13 LOW 0.2 Key Plan .+*, L-3 . 1 ... ® ASA AME Agave americans Century Plant 5 gal Per plan Full, s mmetrical, well rooted. Io LOW 0.2 10 REVISION FOU SPL Foucplerio spenders Ocotillo 5O.�apesTALL Per plan Mini cluster specimen, as to tagged b IandSca a architect 1 LOW 0.2 9 REVISION 99 y p 8 REVISION ASA BOV Agave bovicornuto Agave 15 gal Per plan Full, symmetrical, well rooted. 2 LOW 0.2 7 REVISION 6 REVISION 5 REVISION PERENN I ALS 4 REVISION LOW 0.2 3 REVISION BEROenothera berlandleri Ghfhuahuan Primrose I gal Per plan Full, symmetrical, well rooted. 2 02/08/2007 2ND CITY PLAN CHECK 1 01/11/2006 1ST CITY PLAN CHECK i Revisions North These 'plans have been reviewed by the Coachella Valley Water Distract in accordance � ,L A T E Q Scale NTS R with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. Date requiring efficient landscape and irrigation design in cooperation with the local L 03/14/2007 3RD CITY PLAN CHECK S T R 1 G governing agency (City or County). "Approval of this drawing by CVWD staff does not DAM 4 `0 187_ , constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, °,`© F RECF1uF0 walls, and permanent structure of any kind may not be planted or installed in CVWD AL CON' PHASE I and USBR easements or right-of-way without first obtaining an encroachment permit Job Number MAR - � j7 from CVWD. TYWN601 cirr 12"44,16 sDO Drawing Title DATE WATER MANAGEMENT SUPERVISOR PLANTING LEGENDS AND NOTES CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR s r Under ground o sa Serwfice Alert Drawing Number NOTE: iliiir Call: TOLL FREE NO TREES SHALL 5E PLANTED VY TH I N EASEMEN75 OR 1-800 ICI C7HT-OE V`iANTO S 7-2 0 L=3m0 TWO WORKING DAYS BEFORE G 0 SWAGraup ' 1�, '1 Ilw iw iw.l�lil�lllw�ll�ll' Ii1Lll..11wliw Illwlll'�I�1 Ri, •` 11•,!1 1,1�1l1 111 —1 ',1 FlIf �1 ill�'1 111�11� �1� !wl II �i ��I �_ Pao !•€ 1! E�' il .ili114�11�1� 1 a rl ,iiti 1rt I !• f 1•■ 1 M;.. i,. hm li,"-1€�11i.� W,1..'I..,ll..■t..[ ,u.L 1.. ,i..fl.. i3.. 1. -,.- ., .._... ..._ _;t!Ir 11�1 {�, 1,.. �;ilk ��lllllF 1€�I l Iri1 YID IN a 7,- s �- 1�1i�. 1r �. f _Wff i t_, 1� w �'�r. UP rr 1.. — .- IN,�� i�,� 11.�,� .,r� r,■ _ ,�r� , 1 . rg., 1� .. 11 .€ ,., � �.. �1== ll...1j. r1 flw. a?1s. 1. � _ €�_ 1_. €,>•? �'�e_.:1,-��.. o: "tf' _ /' � � .>- ..; ...,� '" ,:.• "'a � � � iw �i,n �r�I;r �rt �ar ,. Iwr1.. 1w, 1•. 1� 1I.l11..tr 17-1 I .. 1O « � s 1;1_ 7 (i /I� J(�� ,1� 1 • l.. Ni 11 1 1 ,� �lvw . I i' _ _ _: �1 1Vn , i!,, I r . � iw. iIr ,L t 1w �,�. 1� i�� 1N ,>! _ �I1 ' , / ■r'lr ■rr ■�s ■iw: a Iw fir ■ww']_iwr"Hrr 1■a �r•.I�'� �•!!!" a�' �'�'I�_'-,� Iw � 11�.. ."�Yj 1 ., i. we 7{r, I� i w s w 1<w r ■1 � 1: rr 111? {r■'��s,�,Vr,,�,•i. lit fi.91l.115#ir fl ,10 i ��.,, , If r- �., _ .. .. ... ►,�\ 1I,,..1lwllw 1.. t ,ii�! 1 P.:'-., 11,.: �,IY1w�i ■,_: Iwo �,wrr :Iw.i"��I,r:IsM■`'�ir l,_, ,',:M.. •` -w _ r,1`i!.�1,.. ,,..,� ,t,�1,.. 1. ��..�,. �#. ,.» .,� �,-,�1., U..,�,,.tip 11,.., _ =1� -S�}_ �� ,t 1 �,.��rt€w. �1 ,�r �ps �. {yam t:�r tlw �s �'w ��. "y�a.�,i�� .iw si � e.% #� U—I �111_".I11..�� if:•, _..��}..1�1 #_.. Ili��.. 1�.. 1�1;1�ILg"I" . I ►/ IfI .j. A ,8,,%{ � !ice 4jr. !L� _ _.i.. ...ham' _(w llsq_i sJ ,� p. sj�:; i ffl,.:31 w, ■7 •lu w 1'i 11v1?i�. ,..1}1�.11, ri' !r__al_ 1_ 1_��. _.. 1.. >t ='[I_-t� ,. -■a■1-n-- i3�.a■ �>if1-t•i_-�■� a�-.150FIR SWA > � .. •Js; �].!± #.wl N.r�, �Iwl �1>•+ ��: ,. 1�/:_—■:��•�: .._ __..... __ __ -_ � _ _� I -. ! •..r . �r. •1r. :1_. .,rr...,, :, _. t __, �. .. � �.•fir �s; ■] ;111w. ,`-; 111 r. a.. _ .•. .., .. ... i.. �.�,1 ,1...11 1.:"'1� .wjl�:�11�w1[�,1,.1� 111,.i•RI ,... I !� I w 1�•. .• �., � h,.; IIE� 1��. 111 Iw, [rr, ' `<; 1..�1_�#_•11,11...11..,11>..IM. �t..a■�..�M..■1_. #�{,,.. ,, , .,.. 1,.■:1_ .i,- ,1_. :1� , ...I, _i .....' _.il.•Eye �tw.1�\1! �� #}-w 12.i1 1;f. �# !�� 1;�1 1 i.' �� 1 - _.y {1,. , ."",,,: 1�,.. L.. tl.:It.� l;a•. . I■w ,.. ,.. . Iw 1.� 1 ,a 1 - { Ir wp, {r w w rt w w w 1,.. I,.., !w 1�.. 1,.. 1!w f�.. 1�.. t�11351111. � i:�� .. 1i� ��t � .� 1��, 11 r;:.l st {ai >I�� 1� 1�., wr:1w ,s. ,s Iw11lw• ire: ■�A / 7 t _ 1 1. 1 J. ;i 1 1 i , r - 1_t 1— { , iw Lw i 1 1 1� i � ' � �I / ,, � .. 1>s ,t �-,li, �1� � €,�1�- 1� � � , . ... _- . ; .: f • "� - '�'' -•� �Iw. Il••, II�F 1�- I;�,t,r: i�� 1..: Iw: if_ 1.,,1 1w: ,: 1_. t ,� ,h t. �I_.r1_. 1.• ;I.r 1. ..,1� 1w JU ,i..�,.. R 1•S{1Ill t w 1 , , I ,� 1w `• ® I �f - �. '" ,': w �•'.-1 �111�•i 1� i,�1.ri"1[w ✓rw; 1.0, � �_1��1e.1 �1..: �� i�1,; INQ 1..#,... ;1... �_,.. Ihr r r:, ,!=,I`.. 1..1� 1�ON—", 1 » ,1�ii..l,f 4«.. i, . t.. 1�l. i . /w,1�.. 1 �Ir■ - � I /' � 7t �j1 ,I � { ;r =1 � .. ,� _ .. 1,:€ ,19� .,,.€- �w.��N 1t•!d � Isv � tltw ,�ww 1Lst,,=ilw �fji� ,, �i1sy. � o�,��,+.�1��#'-I,..:■3,'ail,.h-10 € . r !A MIN qw pI .L .,�,' � •�� Il�� ' _ ' �` � � � � fir: � �+ � s P r ® ■■! I■1!�. w.� . . M.,.. mil♦ 7►,♦. _ e k LIMA L` i rii�'I■ ■ ■ 'Gii1' ■I�I�+�Gii,��■�■�■�'Gilill'■�■� �^,—� -� ,% .; • ' 1 " t■■u■_ _ _uin■I■ _��■_um■■■��_i_nuunu�■_■_wn■w�■��_ut■nw_■��_ul�i� 9- LE J_-�_.-._.__..__L L J___._.__.�-_L�J I� � � III■I■I■I i■I■i■Ih II■I■I■I� III■I■I■III UNI■I■li� I■I■I■I�i� �,. ,�' .� .� s �► ■ �f�ImI■I■iII II■I■I■iI II111� ■I� I■I■I■I� II■I■I■I■ I■I■I■I■iE:�=� •� �1 _ �� _ � y.f , _ ® � � �Ir , i ■■�•..■tt�■. ■. .rr■�u wwa..w.■ ■■■ ,o�■w_■tt_•.tr■ru■�■ttttr•t�.at.• :- 1 1w�L- � � �!�� [��■■_��.�■w.■u._�_■_uu.■I■■_■�._u#■u■w�._.>•m■■■m_.�._ul■.nu�._._w■■ 1i `� - II■I■I■IL,_,.11■��:�711. _ .il■I■I■IL II■I■I■IL . .... -;�-_ —— — —— _,. _J �.� � � ��•� `"JII■I■I■II:': L'JII■I■i■II:'� 1 LE_1.. r7■�■ N 1 II ■ 11 ■ OVA N rA IN WVO -� -`11 � �� # ' /►log►\�, �-..."`—.' ■ ■ � �!/ ��,,,,�.�= Oil I p./�// 1 MIN ON MEN polo INS I kV �►11 Q�C�'O�� ir � . r .. _ � � � '�� \, � r/� ■■ ■■ iittilltl �.ati' .�\.\ \-�\ s.: ��,1\.`t-�� `- q8i � �� col• � ii i i -= � T� i''i � � 1 �-1 ��^� � � 1 ■■ ■ � �� N[�iNt � +, �'¢� v�,� lip- ' I ' _ �. z . _ _ .. , .: ;:rilHttttlNtHtltitEillll#[Iil NNt,ll#-r Is +1 r -...! � lrr. I•: .* w•• .,iw 7■ \ .� � � .•�r�,IR iltftlNil tii{!tN#ktE(IINElIit «I.. .�.•:•_ [f� •„ ..,ti i#Nffl#flit#..1ltlti#il#Illi l#!t#!d6�J•��►w;�,F�dpN#t#.#####NItN:!##i#ffN#ipuitle.?�tls/�� . � � •_,.:- ,. -, ,<. „- ' "14G ` •.�� , �� •!M �I�►_--�.�_ �.•r,41y�► .-v.S �' � '•* .ire w .IR,l �• .._._ : F.' y"�� i>rl•ri1 � � . . _ . .,. ":� �•�<<.`,:fir,•�_rr�� aiw•'�Il•�f,�. ii i��}�•'•*•M �� ' !• } r.•,,, •Illf, # . . �•' � � �. Ala*{;,+Mr!C.jMr-, '+�� .�+��{�:w,�+ i1.,t��i.a•�i =M �.�. *i;'� fit• �` �wr` .#}�t,� 1�►1ft M • t ►11i5 .w�• r A� � , s - y+'i� � �' � �� II��.r I7�•il IS�#R�R,t,��r"M ��"1i�•' �• -�... .• �'»., ® � FA 0 Am OEM rsi�'1` y- ■w• Fmv ' 1 �► 1As > . IN...W— A 1 y Roll NNW FA .� + I �r � ! y��!■tr�. �tr �# ,M!� ��'yM.! Ott, 9 u : a �. r�1[I,'..1�•'-11 "" III �� 'l i�.—� 1 1�•— . I 1 �- •• �- �.. ,- 11 �, �1r{I7,rfslrrrl{r11�rwrrl, 1] 1rflu ■ _EfM _ ,_ _ r- _r✓ }. i €_ w w � 1♦ I. r ,.III. - r� 14 :r .,,.�I,�ir , � ' fir., _. r_ w 1 r 1r' � ,1,i..,r 1.. �r��t_��..�;.:il€ ��.., �.:�!! 1 1��AEI I�i>_�,! � w .. re,. -� ---- -- -�� . ,.Y K.F.. t�•�j..E'�■1 Y,SA fL-'-R !� '� ,�II�■{$.1.•. WIY IWW-�1 l( , , 1 , - 9 Av 1 -- WOO .� , �.11.1' • # �rl, w1�illY;, R�ill.�j��w .III, lrl� �'• > '�•�•Now, �/1..�..��.�1..1-j1� �r-.. 1: ��'�•!' �s wrir ;E a. ' -__ � , -' F,,#f.:_'�,��?�s S � 1 r ��1��r 1 1 +1iM � illlw ,w� �� •!� >I�r '�_ �■� y�f a-� —1- � 'pIrlrriw� .l 'w]],' ,IGw,il.t� ,m -' 1i.'"' ,.. owl '- -:1_, 1 -4-f I �11'=_•�"'il.� w"" �IL�"�"`11 t/r 11*!: I 1•t...ili• #jail 1w w llw w �_- lw is i 11 1,.•. w w ■■ ��_.. J+r i'ir r� � "fir '01.jwul iflwf 1}wi• i wl �� w�r L_. ,1.. � t• '�711 w.lE�1�wil w [ice �r��1 ■l■7�(■ r<1 •��rt i-R ■ �1i�,�r{ �t.,r1 �( .. �"w`1,��i��11----- w',1 �� t�lI:w 1w 1€w _ r€ iC(W Ii_€ Iw 1r 1 ►,.�11�:. I. .��1... , .. 1��j L. ,11'. 1. 1 1 1 [I��I� y 1F of • I•I •trrr ,�., w wr 1(isw�!�iIj.,, .. ■rr rl... •.. {,.wf`Nlw€w !w.r.n. 'Ewe >.r w. r, L ," {� 91.1�� - 3lilwi ,•14 +r�s �tr ,� wr ... �.r Irr,r r r wi .w it w a a " �l• Msw1 +* .�.i"M� �iv" 14 r �I.r�f 1, � .,11{ �. I,w 1Ew .# iw /'.r3h }gttt.jj 'Si a A +1`It"�1 UM. liw 1 r 1 1�rijjj�s■ 'prr s.i i1,■ w +Ilwlfri .Ir144Nts111 #w' � L11.0 � i 11 1 1 r w 3a� 1a r w w ff i�'�= � . r SPAN 1 SH WALK RECREATION POOL AREA PALM DESERT, CALIFORNIA NOTE: ALL PALM TREES ARE TO BE "BARE ROOT" AND MEET THE MINMUM TRUNK SPECIFICATION AS INDICATED ON DRAWING. COBBLE, SEE DETAIL 7 CACTI/SUCCULENT, SET PLUMB. REFER TO TIE FRONDS DURING TRANSPORTATION TO PLANTING PLAN FOR SPECIES, FORM, HEIGHT, • PROTECT GROWING TIP. DO NOT TRIM ENDS. SPREAD, AND/OR OTHER REQUIREMENTS. �'aylor Woodrow Homes, InG PALM TREE, SET PLUMB. REFER TO PLANS D.G. LAYER. REFER TO SPECIFICATIONS FOR 16745 W. samard Dr., PLANT LIST FOR SPECIES, TYPE AND COVERAGE DEPTH, TYPICAL. HOLD sWtal4o • TRUNK HEIGHT AS MEASURED TO APICAL MERISTEM • • San Diego, CA M27 AWAY FROM BASE OF CACTI/SUCCULENT. w V) •. Q w CACTI/SUCCULENT ROOT BALL (WELL ROOTED). 1. ONLY STAKE AS NEEDED PER = o o � 0 2 FINAL LAYER OF COMPACTED DECOMPOSED ':.; .,•:':,�:'''' � � j Laguna Beach o w� Z w GRANITE-REFRE TO TREE PLAN FOR SPECS SET TOP OF ROOTBALL GROWN AT FINAL GRADE. LANDSCAEPE ARCHITECT'S REQUEST. Sausalito `'' D o = w :`r`' : `. . ::,;::*: FINAL 2" LAYER OF COMPACTED DECOMPOSED GRANITE _ REMOVE ALL NURSERY STAKES. USE Los F Angeles i _ � �- FINISHED GRADE. TYPICAL �''•.�«'.�'.'. ..�. �:.....•• '.'.,•• San Francisco Q w o • :;`:':' `:�`` -REFER TO PLANS FOR SPECIFICATION BLACK CINCH TIE OR EQUAL. H o u s t o n J o o NATIVE SAND BACKFILL SOIL •f {. ' Dallas TOP OF ROOT BALL TO BE AT FINAL GRADE. 2. LODGEPOLE TREE STAKES (2) TYP. REFER cn � awo . . SU RFACE URFACE S01 T FINISHED GRADE, TYPICAL. SURFACE SOIL 0 SPECS. PLACE 12 OUTSIDE OF 580 Broadway L PREPARATION. REFER TO SPECS. :::' ' '``'`' ' ROOTBALL. CUTOFF EXCESS STAKES TO Suite 200 2 DECOMPOSED GRANITE, SEE 11' CS I- m PREPARATION. REFER TO SPECS. Laguna Beach CA 92651 w Q DETAIL 7/ SHEET L-3.4 = Z = UNDISTURBED NATIVE SUBGRADE SOIL. PREVENT DAMAGE TO TREE CANOPY J O FINISHED GRADE v � F- Of ,,, Fax 9 4 9 .4 9 4 .7 8 61 CA CTI/SU 3 w CACTI/SUCCULENT _ J ••,' ENT PLANTING CANTING PIT... . SCARIFY,. ,. SIDES FINAL 2 LAYER OF COMPACTED Q p ., .,., 949 .497 . 5471 PLANTING AREA _ _ AND PROVIDE COMPACTED BOTTOM AT ROOTBALL. DECOMPOSED GRANITE. 'I � a" ``_~ w _ =III-III=III=1�I =III=III= PLANTIN G PIT SIZE _ I I=III=1 I I=�I AT MIN. 3X THE CACTI/ 4 REFER TO STEEL HEADER, REFER TO SPECS — _ — _ _ _ _ _ _ _ _ = SUCCULENT ROOTBALL DIAMETER, TYPICAL. PLANS FOR SPECIFICATION. Trf=T�f -I�I—I�I—I�I—III=— —III- ND SCgA -I I I=I I 1=1 I 1=III=1 I I�11= III-1 I -III=III= — 5 TOP OF ROOT CROWN TO �,o Fq =I I=1�I� I I—I I I I I�I PLANTING PIT SIZE AT MIN. 3X THE TREE =III=III=III=III I I I�I I� I�I I I—I I=I I—I I= 100% NATIVE BACKFILL BE AT FINAL GRADE. FINISH SURFACE - III—III—I I I1 I III ROOTBALL DIAMETER, TYPICAL. IEI IEI I IEI I IEI I I�I IEI I ,�� y �—I�I—I�I� I I=I I —I I I�I I I—I i l—III=1 I I I I I�I I� IEI I IEI I I III III=III= 6 4. FINAL GRADE C `� I� I I=1 I=III= =I I=I I=I I=I I IEI I I� I I=I �I I=I I =III=I — -I I _ -q rn DECOMPOSED GRANITE, REFER TO PLANS, SETI=1 I I=I I I�II _ IN EQUAL LIFTS 1111EI I I=1 I I�I�I I I I1=III=I I1=III�I I I I—III- "III—III=III=III I I I� I I�I I—III=III III=III=I 5. 100% NATIVE BACKFILL TYP. D'at�� _ _ _ _ _ _ —I I ' Up. .30.07 - _ 1-I 1 I-I I I-I I I-1 I I-11 1-i I I-I 1 I-I 1 I-1 1 -1 I I-I 1 I-11 1-1 I III=I 11�I I—I I TI I 1—III—III=III—III—III—II SET PALM TREE WITH ROOTBALL HELD FIRMLY 3X ROOTBALL UNDISTURBED NATIVE SUBGRADE. — 6. PLANT PIT EXCAVATION % -III—III—I I l� I �I I �I I1=III=III—III=III—III—III—III- TOGETHER AND INTACT. 1=1 I _ DIAMETER _ s� mac. �P �-I�1-��I--III-I I F-I 1 I-III-1 I I-I I-I-1 I I-I�1-��I-I�I-�I 7. ROOTBALL ofC OV III 8. UNDISTURBED NATIVE w PALM TREE PLANTING SUBGRADE. CACTIAND SU�� ULENT _ 8 �, - - � N.T.S. 5 I I I—I I SECTION N.T.S —_ _ SECTION I -I 11=1 11=1 NOTE:I —I GEOTEXTILE FILTER FABRIC, REFER MIN. TWO SETS OF TREE 3 X DIAMETER TO SPECIFICATIONS STRAPS (TOP & BOTTOM OF ROOT BALL ) 11 ( I � I E REQUIRED. , B U� IjI� I � I I_II , � ° � I II ! I COMPACTED S -- GRADE DENSITY PER ALL PLANT INSTALLATION SHALL MEET THE GEOTECHNICA L ENGINEER CITY OF PALM DESERT S CURRENT INSTALLATION AND MAINTENANCE GUIDELINES. t - STEEL HEADER STAKE, AS SUPPLIED BY NOTES: REMOVE NURSERY STAKE AND FILL VOID WITH MANUFACTURER VINE ATTACHMENT REFER TO I�-I PLANTING BACKFILL MIXTURE, , TYP. ° SPECIFICATIONS. �Q• Q �Q• SPREAD OUT MAJOR VINE SEGMENT S AND ATTACH:BE INSTALLED, BY LANDSCAPE WALLS- USE MIN. (3) ADHESIVE ANCHORS/STEM. TREE STAKING ARCHITECT FIELD DIRECTION. FENCES- ANCHOR BY BLACK VINYL TIE. 2 STAKED VINE, SET PLUMB. REFER TO PLANT N.T.S. SECTION TRELLIS COLUMN LIST AND SPECS FOR SPECIES FORM i , , HEIGHT, STEEL HEADERDECOMPOSEDSEE ARCHITECTURAL DWGS. r SPREAD, AND/OR OTHER REQUIREMENTS. SHADE/FLOWERING TREE 4 , SET PLUMB. REFER TO 00 2" LAYER OF COMPACTED PLANT LIST AND SPECIFICATIONS FOR SPECIES, FORM, SCALE: 1 1/2° = 1 -0" VINE 11�0 DECOMPOSED GRANITE-REFER TO BRANCHING CHARACTER, HEIGHT, SPREAD, CALIPER, © ROOTBALL TREE PLANTING PLAN FOR AND OTHER REQUIREMENTS. FINISH SURFACE SPECIFICATION. TREE ROOTBALL (WELL ROOTED). SET ROOTBALL � � ' > > ' VINE ROOTBALL (WELL ROOTED). SET ROOTBALL CROWN AT 1"ABOVE FINISHED GRADE, TYPICAL. i , 2" FINAL DECOMPOSED GRANITE, 4" DECOMPOSED GRANITE, CROWN AT FINISHED GRADE, TYPICAL. REFER TO PLANS, SET IN 1 LIFT & REFER TO PLANS, SET IN FINISHED GRADE, TYPICAL. 2" LAYER OF COMPACTED DECOMPOSED COMPACT EQUAL LIFTS GRANITE -REFER TO PLAN FOR SPECIFICATION. GEOTEXTILE FILTER FABRIC, GEOTEXTILE FILTER FABRIC, REFER TO SPECIFICATIONS I IZEI _ SEE SPECS —1 I I—I I 1=1 I I-1 I VINE PLANTING PIT. PLANTING PIT SIZE AT MIN. 3X THE I=III—III—III I _�= VINE ROOTBALL DIAMETER, TYP. COMPACTED SUBGRADE =III=III=III=I I _ III=III=1 I REF. GEOTECH REPORT � y to ..h• .. J•. ;:• .1 z �.0 t 11iL.1. 1'1 1.U.I I I� - : / 1 4 :. C IIL'IJII ''1,'LIIL 111 1'•i "i� •1 1 •.t. L li. _ _ _ '��•�� :�;'' 1 o E BACKFILL NATIVE SOIL PR EPARATION. REFER TO SPECS. � w SIT T�TIT TIT -�T=TIT _ — UNDISTURBED NATIVE SUBGRADE. FINISHED GRADE, TYPICAL. lI I==TIT TT TI7 TI7�I f N T. SEE , STRUCTUAL — — N,�� — _ — — _ —_ — _ — I I—I I—III—I I—I I—I i I—I I—I I—III—III—I I—I 11=1 11=1 1=1 11=1 I I ENGINEERS DRAWINGS =1 11=1 11=1 11=1 I III— I I 1 00% NATIVE BACKFI LL, TYP. _ _ _ _ _ _ _ 11=III=III=III_ 1=11 1= I 1=1 11=1 1 1=1 1=1 11=1 1 1=1 1=1 11=1 11=1 I El 11=1 11=1 11=1 11=1 11= 3X ROOTBALL , I j DIAMETER MIN. =III=III=III=III _—III UNDISTURBED NATIVE SUBGRADE SOIL. o I=1 I I11 I I—I�I—I�I—I�1=1�I—I�I—I�I—I�1=1�I—III—I�1—I�1=1 1 1=1 I I — 11 111 J11 1�1= „III-III=111- "' "' -III;IIII�IIII�III=1111E1111_=,111,;,111,;,111, ,1111�1 Ll lll J11_III Ell�_ III VINE PLANTING TRELLIS ►I—III—III—III—� — II—I�1—I�I- I ��.'�I VINE PLANTING N.T.S. N.T.S. 1 1=1 I I_I I I—III—II I I—I I I�1 1=1 I �I I I 1 1=1 1 1=1 I I- I SECTION —III—III—III=1 I I III=1 I I=1 I I�I �I I �I I I III—III—III NOTE: REMOVE NURSERY STAKE AS s, s, „DECOMPOSED - GRANITE 3X ROOTBALL APPLICABLE. BACKFILL VOID WITH NATIVE " IMP1 DIAMETER MIN. BACKFILL MIXTURE, TYP. FRANK SINATRA --- ' 'S � ORNAMENTAL GRASS, SET PLUMB, REFER TO PLANT SHRUB SO TOP Key Plan PLANT LIST AND SPECS FOR SPECIES, FORM, 0 OF THE ROOT CROWN IS TREEHEIGHT, SPREAD, AND OR OTHER REQUIREMENTS. ° AT FINAL GRADE PLANTING 10 REVISION FINISHED GRADE 1 N.T.S. 8 REVISION 9 REVISION D.G., REFER TO SPECIFICATIONS FOR 2" LAYER OF COMPACED SECTION 7 REVISION TYPE AND COVERAGE DEPTH, TYPICAL. HOLD DECOMPOSED GRANITE-REFER 6 REVISION MULCH AWAY FROM BASE OF ORN. GRASS. FINISH GRADE TO TREE PLANTING PLAN FOR 5 REVISION ORN. GRASS ROOT BALL (WELL ROOTED). SET SPECIFICATION. TOP OF ROOT 4 REVISION ROOTBALL CROWN AT 1 " ABOVE FIN. GRADE. o CROWN TO BE AT FINAL 3 REVISION �vU7o E NATIVE BACKFILL 2 02/08/2007 2ND CITY PLAN CHECK — 1 01/11/2006 1ST CITY PLAN CHECK :I 11=111 1=1 i 111 I 1 These plans have been reviewed by the Coachella Valley Water District in accordance 2" LAYER OF COMPACTED DECOMPOSED GRANITE — — A T E Revisions -REFER TO TREE PLANTING PLAN FOR SPECIFICATION. III;1 I i 1=1 I I R with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. TOP OF ROOT CROWN TO BE AT FINAL GRADE 1 I=1 11—I I I—I 11=1 I I=_ I-1 111 I I requiring efficient landscape and irrigation design in cooperation with the local North —I 11-111 II_ p FINISHED GRADE, TYPICAL. I I-1 1111 III=1 11=111 I —I o r STRI c governing agency (City or County). "Approval of this drawing b CVWD staff does not Y _ I I11 1 11 111111E111=111 I I UNDISTURBED NATIVE SUBGRADE constitute approval to encroach into district and USBRRights-of-Way. Trees, plants, SURFACE SOIL PREPARATION. REFER TO SPECS. I I I I 1 111=11 I—III ' walls, and permanent structure of any kind may not be planted or installed in CVWD 1LI.=LLL lL.L __ ORN. GRASS PLANTING PIT. � —� �+—;III-I �O �ALL and USBR easements or right-of-way without first obtaining an encroachment permit THE ORN. GRASS ROOTBALL DIAMETER, TYPICAL. Scale AS SHOWN It TT Tff 1Tf TITTfT— TfT_1Tf=TIT from CVWD. Date 100� NATIVE BACKFILL 3 X ROOTBALL DIA. III—III—III I I—III=I 1—I I =I I 111—III—III— 03/14/20 07 3RD CITY PLAN CHECK i I I—III—I I —III—III—III III I I1=III=III—_ DATE III-1 I I-1 I I I I I=1 11=1 11=1 I I I-1 I — =1 I I-1 I I NOTES: WATER MANAGEMENT SUPERVISOR 3X ROOTBALL -CONTAINER GROWN SHRUBS - LOOSEN ROOTS AT EDGE OF ROOTBALL (EXCEPT Phase BOUGAINVILLEA) _ PHASE I DIAMETER MIN. UNDISTURBED NATIVE SUBGRADE SOIL. -RIP SOIL AND PREPARE ENTIRE BED PER SPECIFICATIONS Job Number -REF. SPECS RE TESTING OF PIT DRAINAGE CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR TYWN601 -REMOVE ALL ROCKS 2" DIA. OR GREATER FROM SITE SOIL MIX & DISPOSE OF OUTSIDE OF PLANTED AREAS Drawing Title ORNAMENTAL GRASSN°T� � PLANTING DETAIL S SHRUB NO TREE-5 SH�J_L. �3� �L�NT�D WITHIN G.�.Y�I.D. �AS�M 3ANTS OR RECE�VswD N.T.S. N.T.S. SECTION RI C�HT-OI- 1�1Y5 SECTION Mc,R _ ? =3��7 E ro Under v O �' ground C17Y C P.4t nn uErERT Services Alert e'! U VMAKS DEPT dY r� b Drawing Number nur Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG L=3m2 0 sWAGroup SPAW RECRE I. GENERAL SITE PLANNING II. GENERAL NOTES POOL I AT THE GONGWSION OF ROUGH GRADING, AN AbRONOMIG SOILS ANALYSIS SHALL BE PREPARED BY THE A. Glean-Up PALM DESERT OWNER AND FURNISHED TO THE CITY OF PALM DESERT FOR THEIR REVIEW AND APPROVAL. THE INSTALLING CONTRACTOR SHALL INSTALL ONLY TH05E 501L AMENDMENTS AND FERTILIZERS AS APPROVED BY THE CITY OF PALM DESERT LAN05CAPE SPECIALIST. I. After all installation operations have been completed, remove all rubbish, excess soil, empty plant containers and trash from the site daily. A. Aced Control for planting Areas (Except Slopes) All scars, ruts or other marks in the area caused by this work shall be repaired and the ground left in a neat, orderly condition. Leave site in 4, Remove ail existing weeds from site. broom-clean condition at the end of each working dray. Svve✓ep catiti paved areas, including walks and patios, upon completion of all work. 2. Install irrigation. B. 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 during Installation a sufficient number of TaWor Woodrow workers, and adequate equipment to perform the work herein speci 7 6745 W. Bomanfied. sWte 140 all maintenance work shall meet or exceed the the City of Palm Desert's San Diego, CAlo , "Low water ordinance"; and follow the maintenance schedule -$ guidelines established in the City of Palm Desert's "Desert Flora" B. Soil Preparation 4 Finish Grading Maintenance Guide, Current edition. Laguna guns Bead.. . Any tree pruning performed at the request of the Architect or City, Shall be S a u s a I i t o 1. Rough rode: Site to be received b Landscape Contractor to within Los Angeles g g y p consistent with the current and applicable International Society of Arboriculture San Francisco 1/10 foot plus or minus b owner based upon Civil Engineer's grading Ian. H o u s t o n p y p 9 g 9 p (ISA) guidelines, the American National Standards Institute(ANSI) standards, and 2. Finish grade: Finish grading to consist of grading, rakin Dallas the City of Palm Desert's Tree Pruning Ordinance to promote proper form, g and hand work strengh, health, and appearance consistent with the intended use. 580 Broadway necessary to achieve desired contour and f low line patterns, based Suite 200 upon Civil Engineer's plans, resulting in evenly finished surfaces free of Laguna Beach CA 92651 debris and litter. 2. After all work has been completed, inspected and accepted, oil areas Fax 9 4 9 .4 9 4 .7 8 61 will be maintained for a period of ninety (50) calendar days or as long S. Shape mounds as shown on the tree planting plans. as is necessary to establish thriving trees, vines $ shrubs. 949 .497 . 5471 Contractor to import soil necessary to attain design grades and berms. All import soil shall be free of weeds debris and shall be \NDSC,gp p � � 3. Keep all areas weed-free, adequately watered, and neat �� .siM�Q Fq,Q similar to existing site soils in texture, type and chemical analysis. for the ninety (10) day period. Remove all debris From site and keep �, ;� ti 0. 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 W I below walk/top of curb. Remove from the site all stones over 2" In 4. Damage to any planted area shall be Signature repaired immediately. Depressions Exp. Date: 09.30.07 size. caused by vehicles or foot traffic shall be filled with topsoil, leveled and replanted. Exterminate gophers, moles and r sT note P repair dams p g p p e. 4. To dress all shrub areas with a 2 la of compacted decomposed granite. g �rFOFCA►-,F p 9 y p p 9 Decomposed granite shall I be replaced as needed. Refer to the "Tree Planting Plans" for material specification. 5. The project shall be so cared for that a neat, clean condition will 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 minlmum of one weekly vlslt 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. An modification or substitution end of the maintenance period. This re uest shall be written and p p y q. to these plans shall be approved by the City of Palm Desert prior to execution. directed to the Owner and the Landscape Architect. Upon written acceptance of the project, the Contractor shall be relieved of any Stake only those trees needed as detailed on Planting Detail Sheet. further maintenance. j C. Guarantee All plant installations shall be guaranteed to live and grow to a period of ninety (90) days after installation and acceptance by the Owner. Trees 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 ARGHI TEGT PRIOR TO DELIVERY. CONTRACTOR SHALL PROVIDE LANDSCAPE ARCHITECT W 1 TH PHOTOGRAPHS AND SPEC I F I GAT I ONS OF MATERIAL RECOMMENDED TO BE PURCHASED BY THE CONTRACTOR. FOR ALL TREES ABOVE 36" BOX, 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 b the Landsca e REPRESENTATIVE PHOTOGRAPH. LANDSCAPE ARCHITECT RESERVES THE p y p Architect or his representative. The Contractor shall re uest RIGHT TO REJECT MATERIAL DELIVERY TO THE SITE NOT PREVIOUSLY observation at leaf two (2) workin days in advance of the time that the APPROVED, OR NOT REPRESENTATIVE OF THE APPROVED PHOTOGRAPHS. 9 y observation is requested. RE6ARDLE55 OF PREVIOU5 LANDSCAPE ARCHITECT OR OWNER APPROVALS; 2. Observation visits are suggested for the followin arts of the work: , THE GI TY OF PALM DESERT LANDSCAPE I NSPEGTOR RESERVES THE RIGHT gg g p TO REJECT ANY AND ALL PLANT MATERIAL 4 a. Upon completion of grading and soil conditioning prior to planting. b. When trees are spotted for planting, but before planting holes are I r 1 excavated. c. Written acceptance of the project to release the Contractor from j further maintenance shall occur after Final Observation with the Owner ca M+a®CD Ca ca � or his representative at the end of the 41aw 1 maintenance period. �� I E. Plant Deliveries d. See cover sheet for city inspection schedule. I. The contractor shall coordinate plant deliveries with the Landscape FRANK SI TRA ----- Architect. The contractor shall provide minimum -72 hour advance notice of .plant E. Verification of Dimensions Key Plan deliveries permitting Landscape Architect ample time to also notify the City ofl Palm Desert landscape Inspector of plant deliver dates and times. 10 REVISION p p p y I. All scaled dimensions are approximate. Before proceeding with any work, 2. The, 9 REVISION the Contractor shall carefully check and verify all dimensions and 8 REVISION landscape contractor is obligated to insure plants loaded on delivery trucks quantltfes, and shall immediately notify the Landscape Architect of an prior to site delivery are those plants previously approved by the Landscape y 7 REVISION 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 3. Any plants that are not those previously approved, or those that do not meet Architect.. 3 REVISION minimum spec(ficatlons established though the photograph and These plans have been reviewed by the Coachella Valley Water District in accordance 2 02/08r2007 2ND CffY PLAN CHECK speciFication submittal process shall not be loaded and delivered to the job site. �N A TER with Water Code Title 7, Division 1 Chapter 3 Article 10.8 Section 65597 1 01/11/2006 1ST CITY PLAN CHECK F. Uti I ities , p et seq. 4. Any plants damaged during loading transportation or off loading shall be requiring efficient landscape and irrigation design in cooperation with the local replaced. Damage is defined and may include but 1s not limited to trunk I. The Contractor shall be responsible for Verifying the location of all o , governing agency (City or County). "Approval of Revisions y g S T R t g g g y C �' ty) pp this drawing by CVWD staff does not scaring, broken Iimbs, deFoIlotion 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 $ 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 of one or the other. Failure to follow this procedure places upon the and USBR easements or right-of-way without first obtaining an encroachment permit Contractor the responsibility for, of his own expense, making any and all from CVWD. repairs for damages resulting from his work. DATE WATER MANAGEMENT SUPERVISOR Seale AS SHOWNDate CONTRACTOR QUAL I F I GATI ON NOTE: 03/14/2007 3RD CrfY PLAN CHECK F. Plant Storage ALL LANDSCAPE CONTRACTORS SHALL BE CALIFORNIA LICENSED G-21 ALL CONCRETE CONTRACTORS SHALL BE CALIFORNIA LICENSED G-8 ALL MASONRY CONTRACTORS SHALL BE CALIFORNIA LICENSED C-251 CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR Phase I. Prior to plant deliveries, the contractor shall establish a staging area w PHASE Ihere deliveries are to be received. This staging area shall be adjacent to the Job installation a w w circa however away from heavy construction and equipmentHumber that may Job 1 cause damage. NOTE: 2. The contractor shall provide manpowerNO TREES SHALL BE PLANTED JAIITHIN G.V.V D. EASEMENTS OR Drawing Title as needed to adequately maintain plants RIGHT-O� V�IAYs located in the staging area. This includes but is not limited to hand watering, PLANTING SPECS protection from wind or other damage and theft. RECF,,1070 ��FORE roc, Under r . ground :. servoce QOert Drawing Numb%,o,,BU .q:�Q1 gat PUG,;;' ?KS DEPT III,'[( Call: TOLL FREE 1-800 227-26W L=3m3 TWO WORKING DAYS BEFORE YOU DIG 0 SWA Group