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Spanish Walk Esperanza Model Complex Landscape Plans
REVISIONS - REV. SHT. DESCRIPTION DATE BY SUMMERS/MURPHY PARTNERS, INC SPANISH WALK ESPERANZALANDSCAPE ARCHITECTS 34W COAST HIC MAY, SUITE 200 -1, L-1, L2/3/4/4a, L-5 REVISIONS PER CITY OF PALM DESERT'S PUBLIC W RXG/06 MC/JC DANA POINT, CALIFORNIA 92629 DEPARTMENT (949) 443.1446, FAX (949) 443.1631 -1, L-6 to L-10 REVISIONS PER CITY OF PALM DESERT'S PUBLIC W Rho/06 J.L. 2 DEPARTMENT pNDSC Murp TRACT # 33837 � a °' Signature ZL 7-31-08 J'T date �P �TF of CALIF'ALM DESERT CALIFORNIA P A These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy & Partners, Inc. and their use and publi- SUBMITTED FOR APPROVAL cation shall be restricted to the DATE original site for which they APPROVED were prepared. Re-use, repro- DATE duction or publication by any MODEL COMPLEX LANDSCAPE PLANSmethod, in whole or part, is RELEASED FOR BID prohibited except by written DATE permission from Summers/ CONSTRUCTION SET ISSUED Murphy & Partners, Inc. DATE w CO w z z Y W CONSTRUCTION NOTES AND LEGEND VICINITY MAP CONSULTANTS Q AGENCY APPROVALS � oU) _z L (5 Z > W O CERTIFICATE OF PROJECT COMPLETION Project Name+----------------- Parcel Map or Tract No.: _________ LANDSCAPE ARCHITECT NOTES � W a w Q o Project Location:-------------------------------------------------- 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, TRANSPORTATION, MATERIALS, AN SUMMERS MURPHY & PARTNERS, INC. Maximum Water Allowance:___________________________________________ SERVICES NECESSARY TO FURNISH AND INSTALL ALL CONSTRUCTION ELEMENTS AS 34197 COAST HIGHWAY - SUITE 200 c`a i (In hundred cubic feet) o N SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. DANA POINT, CA 92629 0 0 0 Estimated Total Annual Water Use: PHONE: 949-443-1446 _ <1<q<<1<1 ------------------------------------------------ (in hundred cubic feet) 2. ALL WORK SHALL BE PERFORMED BY A CALIFORNIA LICENSED CONTRACTOR. FAX: 949-443-1631 a DINAH SHORE DRIVE CONTACT: WIL PINAROC Preliminary Project Documentation Submitted: (initials indicates submittal) 3. CONSTRUCTION AND INSTALLATION OF ALL LANDSCAPE ITEMS SHALL BE ACCORDING TO STATE, COUNTY AND LOCAL CODES, ORDINANCES AND UP TO CAL-OSHA SAFETY S 1 TE 1, Grading design plan ORDERS REGARDING PERFORMANCE OF WORK. IRRIGATION CONSULTANT z. Landscape design plan 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH THE AVENUE 35 70 F�F SWEENEY & ASSOCIATES, INC. _____3, Irrigation design plan NATURE AND LOCATION OF ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. w ARR F��r 38730 CANYON DR., SUITE C 4. Irrigation schedules THE CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ALL COSTS INCURRED DUE Q �'q, MURRIETA, CALIFORNIA 92653 TO DAMAGE AND/OR REPLACEMENT OF SAID UTILITIES, INCLUDING DELAYS. GERALD ��' PHONE: 949 341-1200 ( ) Post installation Inspection: (initials indicate completion) ~ 5. ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT z oio A. Plants installed as specified DOCUMENTS AND/OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL COMPLETION w DR. COMMUNITY BUILDER B. Irrigation systems installed as designed AND COST OF THE PROJECT SHALL BE REPORTED TO THE OWNER (JOB Q w SUPERINTENDENT) AND LANDSCAPE ARCHITECT IMMEDIATELY. ALL WORK RELATED TO gUJ TAYLOR WOODROW O Comments:_____________________________________________________ THE PROBLEM AREA SHALL CEASE UNTIL THE DISCREPANCIES HAVE BEEN RESOLVED BY RANCHO MIRAGE z PALM o DESERT _ THE OWNER (JOB SUPERINTENDENT) OR LANDSCAPE ARCHITECT IN WRITING. ANY � 0 15 CUSHING DRIVE -------------------------------------------------------- o IRVINE, CA 92618 CONTINUATION OF WORK PRIOR TO THE RESOLUTION OF DISCREPANCIES IS AT THE FRANK SINATRA DRIVE 0 A copy of this certification has been provided to Owner/Developer and District CONTRACTOR'S RISK AND EXPENSE. PHONE: (949) 341-1200 W O > 00 Comments:----------------------------------------------------- U 1'o R VICINITY MAP O CM ------------------------------------------------------------ o rn o It is my opinion that the work outlined above has been completed in substantial N.T.S. W Z N and The City of Palm Desert's � - � �- Z Q � accordance with Coachella Valley Water District y Guicitines, Landscape and Irrigation pr g a Z LL! O w M ------------------------------------------------------------------------------ LEGEND a o �c J W Landscape Architect Signature Date License No, W Z 0) p > d. p J � Q U � DIAMETER (33.60) EXISTING SPOT ELEVATION - APPROVE - FF FINISH FLOOR ELEVATION 33.60 PROPOSED SPOT ELEVATION FINAL LANDSCAPE PACKAGE o� GF GARAGE FLOOR ELEVATION HT HEIGHT DATE: .:f;. 01 Z BEGINNING OF CURB RADIUS WATER CONSERVATION STATEMENTPE PAD ELEVATION BCR _ TW TOP OF WALL ECR END OF CURB RADIUS LANDSCAPE MANAGER: g to. IL TF TOP OF FOOTING ELEVATION TC TOP OF CURB 2 THE LAND50APE AND IRRIGATION DE516N INCLUDED IN TH15 LAND50APE BW BOTTOM OF WALL BC BOTTOM OF CURB � PACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM. TS TOP OF STEP EJ EXPANSION JOINT THE PLANTING DESIGN USES DESERT PLANTS COMPATIBLE WITH LOW WATER BS BOTTOM OF STEP Si SCORE JOINT U5AGE AND THIS DE51 GN MEETS THE G I TY OF PALM DE5ERT'5 RATER USE CB CATCH BASIN Sc SAW CUT KEY MAPSHEET INDEX Q "� D '.� N C0 REOUIREMENT5. FG FINISH GRADE R RADIUS FS FINISH SURFACE RDWD REDWOOD Z Q Z HP HIGH POINT HDR HEADER Z 0. LP LOW POINT LA LANDSCAPE ARCHITECT DATA �� � � O A2 FL FLOW LINE MIN MINIMUM ENTER MAX MAXIMUM / � � `O a a' Oc ON c SHEET DESCRIPTION �ii � Q Q CB CATCH BASIN MJ MASTIC JOINT SHEET NO. TG TOP OF GRATE ELEVATION TYP TYPICAL U FM'.&TAAf*4DSCAPE INV INVERT ELEVATION PA PLANTING AREA T- TITLE W Cl) INSPECTION SCHEDULE BB BOND BEAM ELEVATION L-1 CONSTRUCTION LAYOUT PLAN CC in 0-10 ALIGN L-2 CONSTRUCTION DETAILS I) 5LEE\/IN6 / GRADING L-3 CONSTRUCTION DETAILS J WW w a. Sleeve diameter, type depth and location 1.0% GRADIENT IN PERCENTAGE b. Soil surface drainia 9e, elevations and trash (including weeds L-4 CONSTRUCTION DETAILS r CL CID rubble) 4:1 RATIO: 4' HORIZONTAL DISTANCE PER V OF VERTICAL HEIGHT L-5 CONSTRUCTION SPECIFICATIONS CO Q � 2) HARD5GAPE / BOULDERS-GOBBLE R RIDGE KEY MAP L-6 IRRIGATION PLAN !� �° Z M CL 0 L-7 IRRIGATION LEGEND AND NOTES a. Sidewalk and wall layout — � �- � b. Utilities location y �� GRADE BREAK L-8 IRRIGATION DETAILS Z U 0 W c. Boulder type,size, weight and placement <( w DIRECTION OF FLOW so tiT L-9 IRRIGATION SPECIFICATIONS p 0. cc h._- 0 5) IRRIGATION SYSTEM ROUGH-IN I �TyF�s�gT L-10 TREE, VINE & GROUNDCOVER PLANTING PLAN I'- V a. Trench depth DRAINAGE PIPE I '4'�,A � p L-11 SHRUB PLANTING PLAN b. Pipe size and class ATRIUM DRAIN c/'c�Cy�,9Y SHEET DESCRIPTION c. Pressure test (125 psi for 6 hours) �Qq z L-12 PLANTING DETAILS 4 ANT MATERIAL trees shrubs) O DECK DRAIN 1% L-13 PLANTING SPECIFICATIONS TITLE PL a. dition Con C z , b Type TURF DRAIN w ® SHEET c. Placement PROPOSED CONTOUR LL granite) Er DESIGNED 5) GROUND GO\lER Decomposedg ) �---.31� EXISTING CONTOUR SMP a. Type �� . , o DAWN b. Depth and spacing R �� � MC ( � �� BERM - BUILT-UP LANDSCAPE GRADE c. Compaction DETAIL REFERENCE T These plans have been reviewed by the Coachella Valley Water District in acco CHECKED rdance MC (0) FINAL P with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et sseq. DATE oo eration with the local[ and irrigation design in c 1. 6 efficient landscape 8.2 0 requiring LOCATIONg P SHEET FRANK SINATRA p g a. Irrigation T Ir g o governing agency (City or County). "Approval of this drawing b CVWD staff does not ove Yalve5, boxes and wiring �(�fi �� � ,ALE S T R � G g g g y ( �' �') pp g y ����T I �� JOB NO. Controller operation SECTION REFERENCE constitute approval to encroach into district and USBR Rights-of-Way. Trees, p3lants, 261441 Sprinkler, bubbler ad or drip emitter type, flow rate and SHEET LOCATION walls, and permanent structure of any kind may not be planted or installed in CVVWD CAD FILE and USBR easements or right-of-way without first obtaining an encroachment Ipermit quantity per plant. Overall operation from CVWD. SHEET NUMBER 1 As built DATE WATER MANAGEMENT SUPERVISOR b. Tree staking Twl c• Overa CVWD PLAN # DEVELOPMENT SERVICE SUPERVLSSOR OF 15 SHEETS NOTE** SHOULD ANY OF THE ABO\/E IN5PEGT1ONS FAIL AFTER 2 ATTEMPTS THERE WILL BE A FEE AS5E55E1:;1 FOR ANY RE-iN5PEGTION5. f _ SUMMERS/MURPHY A PARTNERS, INC i LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CAUFORNIA 92629 ___----- (949) 443.1446 FAX (949) 443-1631 ?AS EQ DEL CAR - M. Murphy eq� 0 ti Lij --i _____-------- _ Signature 7-31-08 DOOR * Renewal Date 3'-0" 3'-0.1 ■ Date �P 9T �� 11'-4" 3'_0" �12" S-17 1 FOFCAL��� DOOR REFER TO FLANS DOOR 24" 24" ® = ` 0" 3'-0" PREPARED BY SWA 1-0R 5'-10" 1. --_ S 19 ■ These drawings and/or the PARKAA"r AREA 24" 24" T-10' � ® PA 24'-0" S-6 accompanying specifications IMPRO\/E:MENTS 24" 24" S-6 ® pq ■ are the exclusive property of Summers/Murphy & Partners, 4 24 _ S-1 ® Inc. and their use and publi- cation shall be restricted to the EJ 1 original site for which they were prepared. Re-use, repro- ' S-18 EJ repro- EJ,, ■ duction or publication by any meth od, d in whole or par t, is p > EJ EJ S-2 , T 1 prohibited except by written EJ PA ■ permission from Summers/ EJ EJ PA S-18 EJ EJ 1-1 Murphy & Partners, Inc. 1 EJ S-2 L` 3-2 3-6 ® 6'-6" Pq PALH - �� Ljj S 19 EJ S-19 PA �J �" _ ■ j d- PA S 6 V `- PA - = O S-1 pq rn S-6 3-3 PA EJ U p _ PA PA I S-6 S-14 S-12 Z Q o I `ti 4'-0" ■ PA -' o ( — O M 00 S-6 1 Z 0 Q 0 z co co rf -joy w DOOR — F- --I PA o _. - ■ IILn EJ S9 { > > DOOR PA q Q 3-4 I I ti PA Q_ ll 1 LLJ flG W H M A PA 13 0 DOOR I I ■ ~ o 1- it ra_ PA d D PA 5-11 tV LU 1 Q o 0 0 oN � , ' ■ 19' 011 M A ® - � _ 1 aaaaaa I_ -1 3-5 T-0„ 61-01' 2_41,24;; ,� E J ■ _._. __.. � I I 13-0 � [ L_ J a 1-6 � � n n - 1 DOOR PA O 1-7 0 1-5 �a� 1-4 S-3 0 � r•i' J O o ■ LLJN N 1 S-3 0 _ O �� PA i� i i i i PA PA QD r Ln _ - ❑ p n lLJ ►. i. I i i i EJ E co 1 O PA PA i i 0 / 1 PA PA 7,_8„ Uj S-10PA DOOR EJ 1 PA S-7 S-7 S-18 ■ QD 0 — , N D S-6 O - / \4`1 „' ■ 0 - 21"12" 1 � PA Q �� ,l S-3 S-4 II PA w 1T-01� I PA S-6 _ p EL4'-8" . M; 3 �' - - EJ S-6 00 t— PA PA PA -- 5'-0" S-13 _-. CO PLAN 2BR PLAN 1CRG -- �__ :.._.f __. _ _, s-19l ; rn o R6-7 PLAN 3AR -- w unu uun�uum o � ® co �: ' ' - N LOT 74 � __ 2-6 LOT 75 LOT 76 i_L._ _ _ 30'-0" N ® M 1 OC ;- 4 1 -6 -- 2-2 _ ■ _ (� r 11II i I II II M - PA LLiwit 1-2 ■ o - Y S-8 2-4 0 O L_ J PA - - 1 o EJ __—__"-� 1 w '� Z ((�� { O PA �.. rn I I . . I I -._. r L.,._ I I S-6 PA ■ z (� ; 0 ■ N PA 1-1 -..�._._ U..._ M qT Pq 1 S-8 1 ■ o ■ ■ ■ ■ ■ ■ ■ ■ ■ hn > � nu �uu�ouommnu�o�iF ■ PA 0 4 2-5 � � o o M ■ _._.- a 2-1 2-3 24„ ® PA a ° a° A FOB t• ■ ■ � ■ � ■ t• ■ � ■ � ■ � ■ � ■ � ■ � ■ t• ■ � ■ � ■ m ■ o A Q PA 91-21LJ � a ° ° < ° ® a P w PA � TEL S-16 w❑ O ® 0 ❑ S-15 S-6 S-15 S-6 5-15 S-6 S-6 1-3 S-1 60'-0" FINISH SCHEDULE 4'-7" BOULDER & ROCK NOTE N Q Z NO. DESCRIPTION DETAIL SHEET NO. DESCRIPTION DETAIL SHEET NO. DESCRIPTION DETAIL SHEET NO. DESCRIPTION DETAIL SHEET NO. DESCRIPTION DETAIL SHEET Z — ALL LANDSCAPE BOULDERS TO BE "DESERT ALL BOULDERS, ROCK AND Q Z I SITE SITE PLAN 1 PLAN 2 PLAN 3 CHOCOLATE"-CONTRACTOR TO PROVIDE AGGREGATES ARE AVAILABLE COLOR: 8796N FRAZEE- BLACK METAL' LE BY � a- S-1 TUBULAR STEEL TRAP FENCE 5 L-2 QUANTITIES&SIZES AS NOTED (TOTAL PROJECT): SOUTHWEST BOULDER. O W W/MAINTENANCE GATES S-11 COURTYARD WALL W/TILE CAP 2 L-4 1-1 CONCRETE PAVING 1 L-2* 2-1 TUBULAR STEEL POOL AREA ACCESS GATE L-2 3-1 CONCRETE PAVING 1 L_2� 34 -24" DIA. www.southwestboulder.com W LL IL COLOR: 8796N FRAZEE- BLACK METAL' STUCCO COLOR: MATCH PLAN 1 STUCCO COLOR: LM SCOFIELD C-12 MESA BEIGE COLOR: 8796N FRAZEE- BLACK METAL' COLOR: LM SCOFIELD C-12 MESA BEIGE 16 - 36" DIA. .I Q TILE: 12x12 WALKER ZANGER SPANISH GOTTA FINISH:ACID WASH - FINISH:ACID WASH NOTE: CONTRACTOR MAY SUBMIT � ¢ V S-2 TEMPORARY CONCRETE PAVING 1 L-2* AVAILABLE FROM. D'MUNDO TILE (760.360.0097) 2 2 STAMPED CONCRETE PAVING Z L-2 U COLOR: LM I SCOFIELD C-12 MESA BEIGE ALL DRY STREAM BED ROCK TO BE 2"TO 6" "DOS "EQUAL" MATERIAL SUBSTITUTIONS FOR W CO FINISH:ACID WASH S-12 FOUNTAIN 6 L_4 1-2 OVERHEAD WOOD TRELLIS PATTERN: RANDOM 3-2 POOL COPING 4 L-2 RIOS" UNLESS NOTED OTHERWISE, L.A. TO CONSIDER. FOUNTAIN MODEL: N0110 REFER TO ARCHITECT'S PLAN BASE COLOR: C-12 MESA BEIGE 1 � Z COLOR: LM SCOFIELD C-12 MESA BEIGE W Q -3 SLUMP BLOCK FALL W/ROL[.ED CAP 5 L-4 AVAILABLE FROM: GARDEN ART INTERNATIONAL ("1.Sc7U.500.8U04) RELEASE:ASH WHITE 10% FINISH:ACID WASH COLOR: LA PAZ STONE: TBS 1-3 PASADENA DRIVEWAY W/TURF RUNNER 1 L-2* CRESENTA BROWN 10% WATER LINE TILE: HLMULTI 2x2 LANDSCAPE ARCHITECT TO REVIEW AVAILABLE FROM:TBS 4 TUBULAR STEEL SIDEYARD ACCESS GATE L-2 TILE: TBS COLOR: LM SCOFIELD C-12 MESA BEIGE PECAN TAN 10% AVAILABLE FROM: NATIONAL TILE SPOT&APPROVE BOULDER J W X W/SCREEN AVAILABLE FROM: FINISH:ACID WASH PLACEMENT PRIOR TO PLANTING Q L1 W COLOR: 8796N FRAZEE- BLACK METAL' (ALLOW 4-6 WEEKS FOR DELIVERY) 3-3 WATER WALL AT POOL 2 L-3 INSTALLATION. h. —j 1-4 CONCRETE STEP PADS W/GROUTED PEBBLEXANDS L-2 2-3 FLAGSTONE STEPPERS M 2 0. S-5 24" SQ. PRECAST CONCRETE STEPPERS S-13 HANDICAP ACCESSIBLE RESTROOM STUCCO COLOR: TO MATCH HOUSE PRIMARY COLOR � ..I COLOR: NATURAL GREY CONCRETE COLOR.- LM SCOFIELD C-12 MESA BEIGE STONE: SONORA GOLD STONE SLAB: JUPARANA ROIIIHIICK SYMBOL LEGEND = M Q S-14 BENCHES CONCRETE FINISH: ACID WASH AVAILABLE FROM: KRC ROCK (1,800.KRC.ROCK) AVAILABLE FROM: D'MUNDO TILE $,. .r ; CV) CL O S-6 DECOMPOSED GRANITE MODEL: CARLISLE BENCH#6203 (5'LONG STONE: SONORA Sfi4�ll TILE: 12x12 WALKER ZANGER CAMARGUE LIMESTONE WATER METER FIRE HYDRANT � o S © C�� A,NT .� (L STONE: NEW CALIFORNIA GOLD AVAILABLE FROM: COUNTRY CASUAL (1.d00.284.8329) AVAILABLE FROM: KRC ROCK (1.800,KRC ROCK) 2-4 POOL COPING 4 L-2 AVAILABLE FROM: R ZANGO TILE AVAILABLE FROM: KRC ROCK (1.SOO.KRC. K) (ALLOW 4-6 WEEKS FOR DELIVERY) J (TO BE COMPACTED TO A DEPTH OF 2') /„\ - CONCRETE COLOR: TO MATCH STAMPED CONCRETE PAVING WATER TROUGH: CUSTOM CASCADE MODEL 1000 ABS • CATV PEDESTAL Z ~ O W U O 0 COMMON AREA WATER MET ,� (� W S 15 PRODUCTION CONCRETE,DRIVEWAY 1-5 BBQ CENTER W/TILE COUNTER TOP 1 L-4 WATERLINE TILE: KOAVOI AVARUST 4x4 COLOR: 'DESERT TAN' W Q S-7 TEMPORARY CONCRETE PAVING 1 L-2* STUCCO COLOR: MATCH HOUSE PRIMARY STUCCO COLOR AVAILABLE FROM: NATIONAL TILEin AVAILABLE FROM: WWW.OREQ.COM TEL TELEPHONE BOX HANDHOLD O C" COLOR: LM SCOFIELD C-12 MESA BEIGE S-16 WOOD SCREEN FENCE 2 L-4a WOOD STAIN COLOR: MATCH HOUSE DARK TRIM COLOR (ALLOW 4-6 WEEKS FOR DELIVERY) ® °C Cn 1- 02 cc WISH:ACID WASH COLOR: STAIN PER OWNER TILE, RUSTIC TROY TUMBLE 4x4 NOTE: Al S-8 CONSTRUCTION WOOD FENCE 1 L-4a S-17 PRODUCTION CONCRETE SIDEWALK AVAILABLE FROM: SANTA FE COLLECTION POOL DIMENSIONS ARE MEANT TO CONVEY _ EM TRANSFORMER COLOR: STAIN PER OWNER BBQ MODEL: DCS 48D-BQA W/HOOD DESIGN INTENT& CONROLS. CONTRACTOR TO SHEET DESCRIPTION S-18 LANDSCAPE BOULDERS 3 L-4a AVAILABLE FROM: SEPULVEDA BUILDING MATERIALS (1.760.343.0:272) PROVIDE SHOP DRAWINGS. 3-5 TUBULAR STEEL POOL ACCESS GATE 6 L_2 GENERAL CONSTRUCTION NOTES S-9 TEMPORARY MODEL A.C. PARKING LOT REFER TO BOULDER & ROCK NOTE AT RIGHT (ALLOW 4-6 WEEKS FOR DELIVERY) COLOR: R S N FRAZEE- BLACK METAL 1. CONTRACTOR SHAL L VERIFY DIMENSIONS IN THE FIELD AND ADJUST AS NECESSARY 0 IRON ARCHES 4 L-4 S-19 DRY STREAM BED 4 L-4a NOTE: CONTRACTOR TO PROVIDE GAS LINE 2-5 WATER WALL AT POOL 1 L-3 ROSETTES: #9554 WHILE MAINTAINING THE DESIGN CONCEPT. CONSTRUCTION STUCCO COLOR' TO MATCH HOUSE PRIMARY COLOR AVAILABLE FROM, WWW,DECORATIVEIRONCM 2. CONTRACTOR SHALL VERIFY UTILITY L OCATIONS PRIOR TO BEGINNING,ANY WORK AND COLOR: 8796N FRAZEE- 'BLACK METAL' REFER TO BOULDER & ROCK NOTE AT RIGHT CONTACT LANDSCAPELAYOUT PLAN 1-6 STUCCO WING WALL 1 L-4 STONE VENEER:AUTUMN FLAME FLAGSTONE (ALLOW 4-6 WEEKS FOR DELIVERY) NECESSARY. ARCHITECT FOR AUTHORIZATION IF DESIGN MODHFICATIONS ARE W/POURED-IN-PLACE CONCRETE CAP LEDGESTONE: AUTUMN FLAME LEDGES:0IV/B/QI�1 3. PAVING CONTRACTOR SHALL COORDINATE WITH DRAINAGE CONTRACTOR, IRRIGATION STUCCO COLOR: MATCH HOUSE PRIMARY COLOR AVAILABLE FROM: KRC ROCK (1.800.KRC.ROCK) 3-6 STUCCO COURTYARD WALL W/BRICK CAPS L-4 CONTRACTOR AND ELECTRICIAN TO ENSURE THAT ALL SLEEVES AND CROSSINGS ARE PROVIDED PRIOR TO PLACING OF PAVING, CONCRETE, ETC. CAP COLOR: LM SCOFIELD C-12 MESA BEIGE WATER TROUGH: CUSTOM CASCADE MODEL 1000 ABS STUCCO COLOR: TO MATCH HOUSE PRIMARY COLOR 4. VERIFY WITH THE PROJECT SOILS ENGINEER THE NEED FOR REINFORCIING, BASE DESIGNED CAP FINISH:ACID WASH COLOR: 'DESERT TAN' BRICK: TO MATCH HOUSE BRICK MATERIALS, PRESATURATION, ETC„ FOR Vr'ALKS, PATIOS, FOOTINGS, ETC. SMP AVAILABLE FROM: WWW.OREQ.COM 5. EXPANSION JOINTS OCCUR AT BOTTOM OF STEPS, CHANGE INDIRECTION OF CONCRETE DRAWN WALKS, ADJACENT TO BUILDINGS AND WHERE NEW CONCRETE PAVING,ABUTS EXISTING -7 BUBBLING URN WATER FEATURE 1 L-4 (ALLOW 4-6 WEEKS FOR DELIVERY) *NOTE: SIDEWALKS AND/OR CURBS. THE RECOMMENDED SPACING FOR EXPANSION JOINTS IN MC CONCRETE BASIN COLOR: LM SCOFIELD C-12 MESA BEIGE - CONCRETE DETAIL 1, SHEET L-2 REFLECTS SIMILAR APPICATIONS F R TH� �EER.C. FOR CONTINUOUS WALKS UNLESS OTHERWISE RECOMMENDED BY CHECKED DECORATIVE PEBBLE: SONORA SHINE 1"-3" 2-6 POOL EQUIPMENVT CONCRETE INSTALLATION TYPES 6. SCORE JOINTS OCCUR WHERE SHOWN ONPLAN AND AS NECESSARY TO MINIMIZE AND MC AVAILABLE FROM: KRC ROCK (1.800.KRC.ROCK) CONTROL CRACKING OF CONCRETE PAVING. DATE SPILL URN ON WALL: SQ2709 7. CONSTRUCTION SHALL CONFORM TO LOCAL CODES AND ORDINANCES. 8.21.06 BASIN URNS: SQ2107 W/NO SCUPPER 8. STEP TREADS TO BE 12"WIDE(TYPICAL). STEPS GROUPED THREE OR MORE TOGETHER ARE TO RECEIVE HANDRAILS. JOB NO. 261441 AVAILABLE FROM: DESIGNCASTUSA.COM A9- REFER TO CIVIL ENGINEER'S PLAN FOR PRECISE SITE GRADING AND DRAAINAGE. (ALLOW 4-6 WEEKS FOR DELIVERY) CAD FILE SHEET NUMBER SCALE : Vail I '—Oil O' NORTH 24 OF 15 SHEETS I 3 8 I 1 o a o SUMMERS/MURPHY & PARTNERS, INC I 4 --c- - --- -� -i i-�i LANDSCAPE ARCHITECTS- --� -- - q �--III-III-III=III-III-I lY2" 34197 COAST HIGHWAY, SUITE 200 4 DANA POINT,m e o . o�o 0 o a 8 4 3 5 6 (949) 443-1446 CALIFORNIA (94)443-1631 q = EXPANSION JOINT =1 I I I III=III- SECTION VIEW - ° 2 5 -4 4 ° 4 SCALE: I " = I ._O„ =4 T ��-.-� r - - ���� M."MurPhP�'q�� 10 SECTION VIEW 10 III -00000 ° ° GU o ji q - 5 SCALE: ( " Signature m 7 SCORE JOINT 7-31-08 ELEVATION VIEW "11 LEGEND AL VIEW Renewal DateLEGE D SC : I O a'T Date �P ELEVATION VIEW i. CONCRETE PAVING - REFER TO 5. COMPACTED SUBGRADE - I. POLYSTYRENE JOINT GAP OVER 6. REINFORCING STEEL - REFER TO �TFoF CALIFo�� SCALE: i/2" I'-O" DETAIL 1, THIS SHEET REFER TO SOILS REPORT EXPANSION BOARD. REMOVE SOILS REPORT FOR REQUIREMENTS TOP OF JOINT GAP PRIOR TO These drawings and/or the accompanying specifications I. SLUMP BLOCK WALL - I. 3) HEAVY DUTY HINGES AND LEGEND 2. MASTIC JOINT 6. GONGRETE BASE CAULKING. (SEE NOTE) 7. AGGREGATE SUB-BASE - REFER TO are the exclusive property of REFER TO DETAIL 5, SHEET SELF-CLOSING SPRING WITH SELF L-4 LOCKING HEAVY DUTY GATE . SOILS REPORT FOR DEPTH Summers h & Partners, LATCH 1 SLUMP BLOCK WALL - 1. 3. WATERLINE TILE - REFER TO �7. AGGREGATE SUB-BASE(3) HEAVY DUTY HINGES AND 2. 3/8 / P MurY" WIDE FULL DEPTH ASPHALT REQUIREMENTS Inc. and their use and publi- 2. 1-1/2" SQUARE TUBULAR REFER TO DETAIL 5, SHEET SELF-CLOSING SPRING WITH SELF FINISH SCHEDULE SHEET L-I SATURATED FIBER EXPANSION cation shall be restricted to the STEEL JAMBS - MOUNT TO 8. HOUSE WALL L-4 LOOKING HEAVY DUTY GATE original site for which they LATCH 8. CONCRETE GOP I NG - RADIUS BOARD 8. FINISH GRADE were prepared. Re-use, repro- GRO TED BLOCK WALL 2. I-I/2" SQUARE TUBULAR 4. BOND BEAM $ PLASTER - REFER EDGES IV duction or 2" publication by any WITH %5" DIA. RED HEADS q. IRON SCROLL TO MATCH STEEL .IAMBS - MOUNT TO 8. HOUSE WALL TO CONTRACTOR'S SHOP 5. CONCRETE PAVING - REFER TO a. COMPACTED SUBGRADE - REFER method, in whole or part, is ARCHITECTURE prohibited except by written 3. I-I/2" SQUARE TUBULAR GROUTED BLOCK WALL DRAWINGS �f. REINFORCING STEEL - REFER FINISH SCHEDULE, SHEET L-1 FOR TO SOILS REPORT FOR permission from Summers/STEEL FRAME IOyB" PERFORATED WIRE MESH WITH 3/g" DIA. RED HEADS ci. IRON SCROLL TO MATCH TO ABRONOMIG SOILS REPORT COLOR, FINISH AND/OR PATTERN REQUIREMENTS Murphy & Partners, Inc. ARCHITECTURE NOTES: - REFER TO SOILS REPORT FOR 50REEN TO BE MOUNTED ON 3. 1-1/2" SQUARE TUBULAR 4. GATE LATCH WITH HEAVY HOMEOWNER SIDE OF GATE - REFER TO SOILS ENGINEER'S REPORT FOR THICKNESS 10. I" MINIMUM, 2" AT TURF AREAS O SIZE OF REINFORGIN w STEEL FRAME NOTES: G DUTY LOCK - ALL SURFACES SHALL BE GROUND STEEL REFER TO POOL CONTRACTORSSHOP DRAWINGS FOR POOL 4. I/4" RADIUS - ALL EDGES NOTES: O NOTES: 4. GATE LATCH WITH HEAVY SMOOTH. � Q � 5. 5/8" SQ. STEEL PICKETS ® - ALL SURFACES SHALL BE GROUND DUTY LOCK - TREAT ALL EXPOSED SURFACES CONSTRUCTION -APPLY %2" DEFT JOINT SEALANT Co u_ 06 4-1/2" O.G. SMOOTH. N/ (2) GOATS MOISTURE-PROOF 5. 3/4" DEEP X 3/8" WIDE (MAX.) (GAULKING) INTO GROOVE. SAND IN W o - TREAT ALL EXPOSED SURFACES 5. 5/0" 50. STEEL PICKETS ® PRIMER AND (2) GOATS ENAMEL. SCORE JOINT WITH 1/4" RADIUS WITH #60 SILICA SAND. MATCH O Q 6. FINISH GRADE W/ (2) GOATS MOISTURE-PROOF 4-1/2" O.C. - ALL HARDWARE TO BE EDGES WHERE OCCURS SEE COLOR OF PAVING. p co Q PRIMER AND (2) GOATS ENAMEL. 1- ALL HARDWARE TO BE PRE-GALVANIZED CONSTRUCTION PLAN -THIS DETAIL REFLECTS SIMILAR Z w o 6. FINISH GRADE 1 PRE-GALVANIZED 0 APPLICATIONS FOR THE VARIOUS 0 0 � o INSTILLATION TYPES. > o Q o TUBULAR STEEL �� � SAT I T NI RE 1�f5 Tl� I� RSTEEL �� SS GATE � �� R - - W o w U- ETE FOOL COFIG I �O �RETE FAVING / ,,JOINT S 0 Q o Z w o Q o 1O LEOEND Q o NOTES ( � � � � ALL SURFACES SHALL BE a. I" X 2" TUBULAR STEEL a a a a 4 � i. FINISH GRADE a a GROUND SMOOTH 4-0 4'-0° �� GATE FRAME , TREAT ALL EXPOSED 2 2. I-I/2 PIA. TUBULAR STEEL � BALL 10. (3) HEAVY DUTY HINGES SURFACES W/(2) TWO GOATS 3 5Y:2" 0•G EQ EQ 6 2 4 3. I-I/2" SQ. TUBULAR STEEL SELF-GLOSING AND �� SELF-LATCHING MOISTURE-PROOF PRIMER POST AT 8 -O O.G. 11. CONCRETE FOOTING AND (2) GOATS ENAMEL _ 4. I X 1-1/2" TUBULAR STEEL 12. METAL 'L' BRACKET. (COLOR BY OWNER) --- - - -- - ------ � TO AND BOTTOM .RAIL �=I =I a < 6 _ 5. 3/4 50. TUBULAR STEEL BOLT THROUGH POST . OWNER OPTION TO HAVE PICKET G 5 I/2" O.G. WITH (2) BOLTS, MOUNT TO GATE POWDER-COATED. 0°w o �j o $ Ca o $ o $ 8 mIL6. IRON SCROLL TO MATCH CONCRETE WITH (2) (COLOR PER OWNER) - -__- ALL CONNECTORS ARCHITECTURE BOLTS AND FOR-ROK OR _ -7. CONCRETE PAVING APPROVED EQUAL. _ _Ill,�illll�li III I��III� II 3 FASTENERS AND OTHER - m SET HARDWARE TO BE HOT I ill I I-III-III-I I-I 1=I I=1 SECTION VIEW � � 4 8. LOCKABLE GATE LATCH 13. FENCE.RPENDIGULAR TO DIPPED GALVANIZED III-I � �-� � (-i I I-� � I=, I�1I�1=1 I I�, I II- NOT SEGTI ON1-0 • WELDING TO GOMPLY WITH 1 1 q NOT TO SCALE AT RIGHT 14. DECORATIVE COVER SECTION VIEW LEOE:ND FENGE ELEVATION PLATE OVER BRACKET. THE REQUIREMENTS OF SCALE: 1-1/2" a 1'-5" 0 STANDARD CODE FOR ARG I. FINISH GRADE STANDARD 4'-01' AND GAS WELDING GX 5 y2" O.G.T1'P. 2 4 2 • WELD TO BE ONLY GLEAN, � 2. EXTERIOR PLASTER OVER WIRE MESH ` RUST-FREE SURFACE 1. FINISH GRADE 0 W W • ALL WELDS TO BE - O 3. 26 GA. CORROSION-RESISTANT SCREED 5 CONTINUOUS AND FREE OF 2. STAMPED CONCRETE PAVING - R O O 3 REFER TO FIN15H 0 N O 4. CRACKS GRATERS AND PRESSURE TREATED DOUGLAS FIR SILL PLATE SCHEDULE, SHEET L�-I - REFER TO SOILS REPORT 0) 0 N 5 POROSITY. TACK WELDS FOR THICKNESS O tV o �- 15 3 NOT ACCEPTABLE. Z Q 5. 60 MINUTE GRADE 'D' PAPER mLt 1 . 3 12 0 • GRIND SMOOTH ALL 3. RE I NFORG I NG STEEL - REFER TO SOILS REPORT FOR = U REQUIREMENTS 6. GONT. "ROPE" GAULKING cn l EXPOSED WELDS, MATCH C0 Ld M 7,° , ° a ° ° ADJOINING SURFACES. 4. AGGREGATE SUB-BASE MATERIAL - REFER TO SOILS Z U ? O -7. CONCRETE SLAB WHERE OCCURS PLUG ALL OPEN ENDS AND m l3 III I I I�1 TAPS, AND WELD. REPORT FOR DEPTH REQUIREMENTS O a:q s a -i 4 <° ° f =I I I I D 5. COMPACTE SUBGRADE - REFER TO SOILS REPORT 8. CONCRETE PAYING, WHERE OCCURS _ FOOTING AT GONCRETE " ' " 6. I MINIMUM, 2 AT TURF AREAS Cf. MIRA-DRAIN 6000 INSTALLED PER MANUF. PRODUCT DATA DOUBLE GATES ELEVATION q, SCALE: I/2" - I '-O" SCALE: I" = I '-O" - 1 10. 2 X 4 NAILER FENCE SECTION Ii. GONT. 26 GA. CORROSION-RESISTANT METAL FLASHING - 8" HIGH SCALE: 1" I '-0" Q CENTERED ON F.F. N CA Z Q Z �( Z �(V�HERE �OR DRAIN 1 ) T � � R �T TRAM ( � �-A M ��� ��� R�T� �A� I �� w ' - w a - a. Qa LEGEND NOTES 1 2 3 4 5 6 7 8 �W UCf) 1. %2" BALL FINIAL • ALL SURFACES SHALL BE GROUND 1. o SMOOTH a: Z � Q 2. 2" SQUARE TUBULAR STEEL • TREAT ALL EXPOSED SURFACES co POST N/(2) TWO GOATS ° a Q ° J UJ 3. i " S R MOISTURE-FROOF PRIMER AND (2) -)I I a - --'} - a a a - ° --- -4�4 - - - Q in W FR2AMEUA E TUBULAR STEEL _ o o da' o �, o 00 0 °oo a o ° o 0 0 �' o 0o I II I II 4 GOATS ENAMEL (COLOR BY III=1 I o o °o o� o � o 0 0 0 0 0 � co OWNER) III �, ° rA�' �' �00 ° � 00 6�' o�' o o 0o�' '° 0 6b' 111= co -� 2 • OWNER OPTION TO HAVE GATE I -_ _ III=1 I Q 5 4. 3/4" SQUARE STEEL TUBULAR -I I I 1 1=1 1=1 I=1 1=I 1=1 1=I I=1 I=1Ti=1 I I I=1 ► I►I I I-I I-► I-1 I-1 I-1 I-i I-I I-1 I-I ►- = co a O FIGKET5 @ 4 !2" O.G. FONDER-COATED. (COLOR PER I�IIIIII IIII�IIIII�III1111111IIIIIIIIIIIIIIIIIIIIIIIII�lillllllll IIII111111111 IIII�IIII�IIIII�IIIII�IIIIIIIIIil�lllll�lllllllllllllllllllill�l LL U OWNER) Z I- O 5. IRON KNUCKLES TO MATCH • ALL CONNECTORS, FASTENERS REFER TO PLAN SPACING W AND OTHER HARWARE TO BE D LU Q U ARGHITEGTURE HOT DIPPED GALVANIZED SECTION VIEW PER PLAN O H O 6. DECORATIVE COLLARS AT WELDING TO COMPLY WITH THE SCALE: 3/4" = I'-O" (n �-- U PICKET GONNEGTION REQUIREMENTS OF STANDARD 7 GODS FOR ARC, AND GAS 7. STEEL PLATE NITHIN FRAME WELDING LEGEND SHEET DESCRIPTION • NELD TO BE ONLY GLEAN, 1. ADJACENT DECOMPOSED GRANITE AREA 8. DECORATIVE ROSETTES REFER RUST-FREE SURFACE CONSTRUCTION m TO FIN15H SCHEDULE, SHEET L-I • ALL NEL05 TO BE CONTINUOUS 2. y4" RADIUS ALL EDGES DETAILS AND FREE OF CRACKS, GRATERS O O © O O O O O O O O 1. SELF-CLOSING GATE LATCH AND POROSITY. TACK MELDS NOT 3. GONGRETE PAVING - REFER TO FINISH SCHEDULE, SHEET L-I FOR COLOR WITH KEYED ENTRY ACCEPTABLE. AND FIN15H - REFER TO SOILS REPORT FOR THICKNESS • GRIND SMOOTH ALL EXPOSED DESIGNED 10. (5) HEAVY DUTY SELF-CLO5I NG WELDS, MATGH ADJOINING 4. CONCRETE SUB-POUR FOR SEEDED PEBBLE BANDS - - REFER TO SOILS SMP SURFACES. REPORT FOR THICKNESS DRAWN HINGES 10 q . PLUG ALL OPEN ENDS AND TAPS, MC 8 11. CUSTOM SC AND WELD. ROLL - 5. HAND SEEDED PEBBLE - FINISH SURFACE SHALL BE NO GREATER THAN / CHECKED4" MC s'-0° CONTRACTOR TO SUBMIT SHOP BELON FINISH SURFAGE OF ADJACENT CONCRETE - REFER TO FINISH DATE ELEVATION VIEW � DRAWINGS SCHEDULE, SHEET L-I 8.21.06 SCALE: 3/4" = I '-O" JOB NO. 6. GOMFACTED SUBGRADE - REFER TO SOILS REPORT 261441 CAD FILE -7. REINFORGING STEEL - REFER TO SOILS REPORT FOR REQUIREMENT5 SHEET NUMBER ,5. AGGREGATE SUB-BASE MATERIAL - REFER TO SOILS REPORT FOR DEPTH REQUIREMENTS L� 2 I UULAR STEEL GATE % FENC.-./E AIFLAN 3 POOL E I R I [70F 15 SHEETSC G-_ � I ��E BANDS 2 SUMMERS/MURPHY A PARTNERS, INC:2'-0" 2 —b 2 —O LANDSCAPE ARCHITECTS 14 2 -3 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 (949) 443-1446 FAX (949) 443-1631 1 = 1 BAN SCgP Murp� ��A G• �p �y - LLj (V Signature 7-31-08 m FD 'Fob \ °{ (Dj O � These drawings and/or the x 1 accompanying specifications I � � �. �.�, � �r are the exclusive property of � Summers/Murphy & Partners A Inc. and their use and publi— cation shall be restricted to the S, 5 POOL :, original site for which they were prepared. Re—use, repro— _ duction or publication by any > h \ 4 method, edn except b h` r.. <' w s P P y written I FOOL r part, is Al permission from Summers/ ct Murphy & Partners, Inc. 1I '0" 11 PLAN VIEW SCALE: 1/2" = 1 '-O" q CO J W m a I' IS 16 0 15 ' o I' z W O 5 v—, o w 0 16 � o d 5 w o Q co 0 N aaaaaa l± r".i. SECTION VIEW SCALE: 1/2" = 1'-0" - 5 moo{. N I 4 8 q 10 I I I 4 - - - - - ELEVATION VIEW ��► 2 SGALE: 1/2 _ 1 '-0" W r ° 7, d O Y. ° (�s I► 1 2 N ` T n. 6 a LLB 10 O I e° i e W Z .-. -III—I III— 8 d) z >' — N _ _ I U - - I ° o Q > 12 III ° ° = — — ° d 1I e d _ — — 12 — I_ r CC v q 8 1 q III o�a���aoa°� IIii�I II , ICI L e° 12 —III ° ° ° e 4,111;111;111;11 ;_ III I _ II{-I 14 —Ilio�a� �� III to it ° —II I III—== III— 14 III=III=11 SECTION VIEW =III—III—III=1 I I ° I i I I I I-1 I I III; SGALE: 1/2" = 1 '-0" SECTION VIEW SECTION VIEW SECTION VIEW 1 SGALE: 1/2" = I'-O" SCALE: 1/2" = 1 '-0" SCALE: 1/2" = 1 '-0" N W SECTION VIEW SGALE: 1/2" = 1 '-01' Z Z Q .Q J LEOE I � � I � d, 1. BOND BEAM NOTCH TO REGE I VE 2" OF 51 DE EDGES OF GRANITE SLAB - REFER TO POOL L E G E I �'� W CONTRACTOR'S SHOP DRAWINGS 1. BOND BEAM NOTCH TO RECEIVE 2" OF SIDE EDGES OF GRANITE SLAB - REFER TO POOL � J GONTRACTOR'S SHOP DRAWINGS Q V 2. VENEER: co W V � STONE / TILE VENEER ON FRONT, SIDES AND TOP - REFER TO FINISH SCHEDULE, L-I 2. EXTEND BOND BEAM TO WRAP AT FOUNTAIN LOCATION C- p STUCGO ON BAGK REFER TO FINI H — 5 SCHEDULE, SHEET L I 5. VENEER: � Z UJ Q 5. LEDGE STONE - REFER TO FINISH SCHEDULE, SHEET L-I STONE / TILE VENEER ON FRONT, SIDES AND TOP - REFER TO FINISH SCHEDULE, L-I J CA J STUCCO ON BAGK - REFER TO FINISH SCHEDULE, SHEET L-I Q W W 4. WATER TROUGH - CUSTOM CASCADE MODEL 1000 AB5, COLOR 'DESERT TAN' FROM WWW.OREO.GOM - INSTALL PER MANUFACTURER'S RECOMMENDATIONS 4. I OxBx 16 GMU - &ROUT CELLS SOLID M � 00 J 5. IOxPexl6 GMU - &ROUT CELLS SOLID 5. GRANITE SLAB - I %4" THIGK x 24" DEEP x 64" WIDE, GROUT SET ON BOND BEAM AND SLOPE TO = M CL Q SPILL TOWARDS POOL (f� () 6. FINISH GRADE 6. WATER TROUGH — CUSTOM CASCADE MODEL 1000 AB5, COLOR 'DESERT TAN' FROM U Z U 0 �W a7. GONGRETE POOL GOPIN& — REFER TO DETAIL 4, SHEET L-2 WWW.OREO.COM — INSTALL PER MANUFACTURER'S RECOMMENDATIONS , .,. Q W 00 0 cc 8. WATER LINE TILE - REFER TO FINISH SCHEDULE, SHEET L-I -7. WATER SUPPLY LINE FROM POOL PUMP INSTALL VALVE TO SEPARATELY CONTROL FLOW CI) U RATE cf. WATER LINE 8. FIN15H GRADE SHEET DESCRIPTION 10. CONCRETE FOOTING �. CONCRETE POOL COPING - REFER TO DETAIL 4, SHEET L-2 CONSTRUCTION II. AGGREGATE SUB-BASE - REFER TO SOILS REPORT FOR DEPTH REQUIREMENTS DETAILS 10. WATER LINE 12. COMPACTED SUB&RADE - REFER TO SOILS REPORT FOR REQUIREMENTS II. WATER LINE TILE - REFER TO FINISH SCHEDULE, SHEET L-I I5. COURTYARD WALL - REFER TO DETAIL 5, SHEET L-4 DESIGNED 12. CONCRETE FOOTING SMP 14. HOUSE WALL DRAWN 15. AGGREGATE SUB-BASE - REFER TO SOILS REPORT FOR DEPTH REaU I REMENT5 MC 15. BEACH ENTRY � CHECKED MC 14. COMPACTED SUB&RADE - REFER TO SOILS REPORT FOR REQUIREMENTS DATE 16. WATER SUPPLY LINE FROM POOL PUMP - INSTALL VALVE TO SEPARATELY CONTROL FLOW 8.21.06 RATE 15. COURTYARD WALL - REFER TO DETAIL 5, SHEET Lao JOB NO. NOTE: 16. HOUSE WALL 261441 CAD FILE - REFER TO STRUCTURAL ENGINEER'S DETAIL FOR ALL INFORMATION PERTAINING TO REINFORCEMENT, CONNECTIONS AND FOOTING NOTE: SHEET NUMBER - CONTRACTOR TO PRO\/1 DE SHOP DRAW I N&5 FOR ALL FOUNTAIN CONSTRUCTION l$ MECHANICAL, - REFER TO STRUCTURAL ENGINEER'S DETAIL FOR ALL INFORMATION PERTAINING TO INCLUDING PUMP, DRAINAGE, ETC. PRIOR TO CONTRUGTION REINFORCEMENT, CONNECTIONS AND FOOTING - CONTRACTOR TO PROVIDE SHOP DRAWIN&5 FOR ALL FOUNTAIN CONSTRUCTION 4 MECHANICAL, INCLUDING PUMP, DRAINAGE, ETC. PRIOR TO GONTRUCTI ON L� 3 � FOOL ALL X FLAN i FOOL BALL AT FLAN OF 15 SHEETS i" h Ipl_pll SUMMERS/MURPW A PARTNERS, INC L G 25 1 2 31_oil 3344W COAST ARCHITECTS IiGMA, SUITE 200 DANA POINT, CALIFORNIA 92629 1. IY2 50. TUBULAR STEEL ARCH FRAME (949) 443-1446 FAX (949) 443-1631 ONE AT EACH CORNER, 4 TOTAL 2 3 2. /4" 50. TUBULAR STEEL COLLAR OUTSIDE II Iq r�------- �PN�gp VERTICAL POSTS I L -a -. _ J ���k,� M. Murphy �-1 1 11 3. CONCRETE FOOTING - REFER TO ''-�" 2-6 STRUCTURAL ENGINEER'S DETAIL z vz• �" z vz» 12 __-- .Jk- o ti� 0 21/2" _4BUILD UP CONCRETE AT I , o°O cn { ;; ; q _ POST CONNECTION FOR DRAINAGE �" 1 ° I 14 20 I Signature „ „ 7-31-08 4. /g FLAT IRON STOCK KEY STONE W/ ° m IQ I I I Renewal Date BRUSHED BRONZE BUILDING BUTTON 'A' 2 �/2" 2 Oo OQO _ _ 10 - ____ _�_==�• _ * Date BY URBAN ACCESSORIES SECTION o0 gO°OQ o ALIGN INSIDE EDGE OF BASIN z -_ ° e - - ° m ��T ��\P 0 000 00 0 �, {II=1II- i �oa� 8 l=1ii=1I d o" - Fo� ca��F° -0" oQ �QO o WITH FAGS OF WALL - - _ _' - 5. FINISH &RARE 00 Q 111=1 16 I) III - cy O O � I I a o o _ These drawings and/or the 12" I Iz° �o o O% O 5 - m III ..- II�- 15 =1I1 I1 14 accompanying specifications OQO OQ o = �� -I I 1� _-i 1 a III- are the exclusive property of 0 1 0 °000 ° 16 -I - - - - - _ o koo ,� 0& q,� Summers/Murphy & Partners, I- -III- I5 Inc. and their use and publi- cation° O III-)I I-III =1 I 18 -III I I 1 �I cation shall be restricted to the N = 4 11 I _III-►I original site for which they _ m Q O°Q °° Q 1 I af 3 I'-10" I 31_pil were prepared. Re-use, repro- 0 c0 O ° duction or publication by any ry - I Oo� oo O 27 g method, in whole or part, is �y o � prohibited except by written 2 0 0 $ & WINO NALL��SECTION VIEW BBQ COUNTER SECTION VIEW permission from Summers/ Oo Oo 1 Za ISGALE: 1/2 - I -O SCALE: 1/2 = 1'm-0" Murphy & Partners, Inc. o ° q O° Q Q Oo�o I 30 I PLAN VIEW °O o� Q -7 2S I I -O 0 SCALE: 2 s _ 2 0 o I _ IEGENI�) 0 = Nores: O � 31 WELDS TO DE ALL 4 SIDES d &ROUND Q° I I I WING WALL - REFER TO SECTION 16. CONCRETE FOOTIN& SMOOTH -MINI/8' FILLET oOoQ Q PER NI PRIMER ANDSCHEDULIEH GOATS, (` 1 COUNTER TILE OVER 5" CONCRETE 1`1. COMPACTED SUB&RADE - REFER TO 2'-411 I I SLAB - REFER TO FINISH SCHEDULE, SOILS REPORT FOR REQUIREMENTS SHEET L-I Z 10. AGGREGATE SUB-BASE MATERIAL - O PLAN VIEW - - - - - - REFER TO SOILS REPORT FOR DEPTH `�' 5 SCALE: 1/2" 11-011 BBQ UNIT - REFER TO FINISH > ` -- DOOR DETAIL SCHEDULE, SHEET SHEET L-I REQUIRMENTS SCALE 3/4" - I'a0" ' 4x8x16 GMU GRO T CELLS S LID a -- - PUMP CONTRACTOR TO PROVIDE RECESS BLOCK I " DEEP X 3" HIGH AT WATER SUPPLY LINE SIZE PER - G� - 3 KICK PLATE VARIES PER PLAN j<<1<1< SHOP DRA & 20. GAS LINE - CONTRACTOR TO PROVIDE 5. SCUPPER FOUNTAIN BOWLS - REFER FINAL HOOK-UP -7 SECTION/ELEVATION VIEW - FRONT ARCH 2 -2 TO FINISH SCHEDULE, SHEET L- `. SCALE: 1/2" = 1 '-0" --- I q 2 ---- 6. DECORATIVE PEBBLE - REFER TO .21. AUTO FILL. LINE v _ _n FINISH SCHEDULE, SHEET L-I 22. REGIRGULATIN& PUMP - PROVIDE (1) PUMP ® -7. CONCRETE BASIN SHELL - EXTEND PER (2) URNS - CONTRACTOR TO PROVIDE 1 11 1 11 1 11 1� 1 11 SHOP DRAWINGS 2 -O I -O 4-O I -O 2 -O � � 2" ABOVE FINISH &BADE - REFER TO FINISH SCHEDULE, SHEET La I 1 I 25. THREADED DRAIN LINE AND OVERFLOW r- 8. STUCCO FINISH - REFER TO FINISH DRAIN PIPE ELEVATION VIEW 2 d 2 - I11_4 SCHEDULE, SHEET L-I 24. WATER LEVEL SCALE: 1/2 = 1'-0" I 2 n I W ELEVATION VIEW q. WOOD STORAGE DOORS AND 25. ADJACENT HOUSE / COURTYARD WALL LE&END „ _ � „ STORAGE AREA 5 SCALE: 1 2 = I -O 0 I. DECORATIVE TWO (2) TIER FOUNTAIN. 10. FINISH &RARE 2&. WIRE SCREEN REFER TO FINISH SCHEDULE, SHEET L-I W 3 32 4 II. POURED-IN-PLACE CONCRETE GAP - 2-l. SELF-CLOSING HINGE. 0 > � REFER TO FINISH SCHEDULE SHEET - 2. ADG?QUIN GUT STONE BASIN. 28. I/2" X 2 METAL JAM SECURED TO BLOCK. 0 � tT0 cm O REFER TO FINISH SCHEDULE, SHEET L-I � 3 21 22 5 2& & _I 3• BRASS FLOOR DRAIN W/ THREADED I _ _ 12. #4 VERTICAL REBAR (9 16" O.G. - 2q. I x 4 NAILER (� Q T �. 1p _ 1 -- Y ALTERNATE BENDS IN FOOTING BRASS OVERFLOW STAND PIPE W/ DOME. -- --- --- --- -- --- -_ • _ U w 30. BLACK IRON DECORATIVE KNOB. 0 = _ w 4• PUMP. I II I II III I I' ' 0 00 0 16 13. #4 CONTINUOUS HORIZONTAL REBAR cG J W co } �)I II I I e `o f - AT TOP, MIDDLE, AND FOOTING 31. I x 4 T & SLATS. Z U Z 5, - '0° o OO 0• D •OO •O &UNITE OR CONCRETE FOUNDATION. ) i I-off, sis °o ospo�o �,s �S Q _ ° - I - - - - ° 32. METAL GRATE lA STRUCTURAL STEEL 4 SPECIFICATIONS _ _ I I 1= l l__ __ _- __-_ „� , �o 14. ADJACENT PAVING - REFEfi? TO O F- II I-I 1-III-III 1-III- 11.III-I II III DETAIL 3, SHEET L-2 TO BE PROVIDED BY POOL CONTRACTOR. III �I - SECTION/ELEVATION VIEW - REMAINING ARCHES (2) �/AREIES 4 ll I II„�I I II II I I: NOTE: &• HORSETAIL PLANTS IN POTS. SCALE: 1/2" 1'-0" 18 23 24 I-7 15. EXPANSION JOINT - REFER TO - REFER TO STRUCTURAL ENGINEER'S DETAIL �I I' 7 DETAIL I, SHEET L-2 FOR ALL REINFORCEMENT,I GO�NEGTRfi�AINIAN&DTO 7. 6 X 6 MOSAIC TILE FOOTING AT BBQ COUNTER REFER TO FINISH SCHEDULE. FOUNTAIN BASIN SECTION VIEW SCALE: I B - ( S - CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL FOUNTAIN FINISH GRADE CONSTRUCTION & MECHANICAL, I NCLUD I N& N � PUMP, DRA I NA&E, ETC. PRIOR TO Z '� Z q� COMPACTED SUB&RADE - REFER TO SOILS GONTRUGTI ON Q Z REPORT FOR DETAILS O a NOTES: - - - - - REFER TO STRUCTURAL ENGINEER'S DETAILS CALCULATIONS FOR ALL 4 I SON ARCH AT SALES TRA I LEFZ I E3E30 / SEAT ALL / FOUNTAIN AT FLAN 1 w �- a INFORMATION PERTAINING TO REINFOCEMENT, FOOTING SIZE I$ COVER Q Q CONTRACTOR TO PROVIDE AUTOMATIC FILL LINE I$ VALVE FOR WATER FEATURE. CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE I I Uj U � ARCHITECT FOR APPROVAL. 1- '�- I 4 CIC W Z 8 = J � J �- o � Q 0 W 2 N 4• J ; JCL 2 - - z 1=III-I i i-i i •r i i I-i I I-I i I- � -� co -7 Cn LL U -Fill U 4 3 (' ° 4 I 311 MIN. Q �- 0 6 - - - PLAN VIEW WALL SECTION 3 0 ~ U _ _ _ II111=1 IIIIIII 5 SCALE: 1/2" = I'-o" SCALE: 1/2" s ►'-o" -III- =1I ° SHEET DESCRIPTION 2LF_OENI�) CONSTRUCTION ;I -III-III-III=III; SECTION VIEW I I. 12 XIZ WALKER ZAN&ER DETAILS SPAN I SH GOTTA TILE PAVER SCALE: 1/2" = 1'-0" (TOP $ LOWER COURSE) SECTION VIEW LEOE'I� ID 1-0 2 SCALE: 1/2 - I -O I. BRICK CAP (HEADER) GUT TO FIT - REFER TO FINISH SCHEDULE, SHEET L-I I 2. 1/2" THICK MORTAR SETTING BED DESIGNED SMP 8 S. STUCCO FIN 1 SH - REFER TO FINISH DRAWN t, I 2. I OxBx 16 GMU - GROUT CELLS SOLID MC ,y, 3 SCHEDULE, SHEET L g I CHECKED 12" 3. STUCCO FINISH - REFER TO FINISH SCHEDULE, SHEET L-I MAX 4. IOX8X1& GMU &ROUT CELLS SOLID MC =1 I I=1 I 1 ° ° i. 4x8x I& SLUMP BLOCK GAP DATE 1=1 I M.. ► ° NOTE: 4 8.21.06 III-III a ° _ ° III-II 2. &x&xl& SLUMP BLOCK - REFER TO STRUCTURAL 4. FINISH GRADE 5. CONCRETE FOOTING =I I I-1 I =__ _ _-_____ _ _ �EE- I I-I(1= ENGINEER'S DETAILS FOR JOB NO. '-III-I I III=1 I i- I I-III-III-III-III-III-III-III- 1=1 11=1 I I-I 11=1 ALL INFORMATION PERTA i N I N& 261441 =1 11= =1 I i-i 11-1 I' 3. FINISH &RASE 5. CONCRETE FOOTIN& _ -I (-'' TO REINFORCEMENT, FOOTING 6. FINISH GRADE / ADJACENT PAVING CAD FILE 4. CONCRETE FOOTING SIZE, AND COVER. 6. COMPACTED SUB&RADE - REFER TO SOILS REPORT -7. COMPACTED SUBGRADE REFER TO SHEET NUMBER 0 q 5 3 5. q0% COMPACTED SUB&RADE SECTION VIEW SOILS REPORT FOR RQUIiEMENTS NOTE: SCALE: 3/4" = 1'-0" REFER TO STRUCTURAL WALL GAP ENLARGEMENT ENGINEER'S DETAILS FOR ALL INFORMATION PERTAINING TO NOT TO SCALE 8. I/2" WIDE GROUT JOINTL�4 REINFORCEMENT, FOOTING SIZE, AND COVER. � -01� T I I IS' UM E3 ' WALL � 5Ti���� �Oi��T�A � �IALLL i TH B i CX GAF 2 COU T�AR� BALL KITH TILE GAF of 15 SHEETS i 1 Q 8'-O" O.C. UMMERS/MURPHY & PARTNERS, INC. ./ . MAX.. LANDSCAPE ARCHITECTS N 34197 COAST HIGHWAY, SUITE 200 Q Q DANA POINT, CALIFORNIA 92629 Ql (949) 443-1446 FAX (949) 443-1631 i i Q LU 6 Ip O — u O �PNDSCj XG O. Murphy UJI L Signature m I—III —III—III Oj 7-31-08 _ * Renewal Date Date P —I I—I I—I I ,9 �\ I I—i i t—I I i—III—I I I_I �I I—III—i I I_I I I-1 I ' e OF CA�,F�� —III-1 i I=1 I i-1III-1 ' These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy & Partners, � I Inc. and their use and publi— S � IT I OI V cation shall be restricted to the original site for which they were prepared. Re—use, repro— FRONT ELEVATION I. 2 X 6 GAP duction or publication by any�� method, in whole or part, is I�2 s I =0 �� 2. 1/2 X 4 TRIM (TOP AND prohibited except by written BOTTOM) permission from Summers/ I. LANDSCAPE BOULDER - Murphy & Partners, Inc. REFER TO FINISH SCHEDULE, 3. 2 X 4 STRINGER (TOP 2. FINAL GRAD AND BOTTOM)E � 4. 4 X 4 REDWOOD OR CEDAR U_ 3. COMPACTED SUBGRADE P05T (9 8'-O" O.G. - TO BE Z rY 2 LOCATED AT TOP AND TOE W OF SLOPE WHERE OCCURS W .. Z Q 3 5. 1 X 6, #1 GRADE CEDAR O_ U- VERTICAL BOARDS `^ W Q LANDS�AFE E30ULDE (BUTT JOINTED) o W 4 ¢ o 6. FINISH GRADE CD p o WIDTH VARIES 7. CONGRETE FOOTING 0 5 SEE CONSTRUCTION PLAN N <<<1<11 I � COMPACTED SUBGRADE cl. GRAVEL BASE 2 O Y NOTES: 2 SUBCONTRACTOR SHALL DELIVER TO 51TE ALL MATERIALS REOUIRED TO CONSTRUCT WOOD FENCES AND GATES. Q _ SUBGONTRAGTOR'S VEHICLES WILL V =III) — 3 GROSS SIDEWALKS AND GURB5 AT OESIORESPONSIBLE AREAS OR A�Y BREAKAGNL"r AND ILL B ES IF HE GR055E5 NON-DESIGNATED AREAS. Ix ALL WOOD WILL BE CONSISTENT IN ° III-) I I-III-III-III— I — COLOR AND GRADE - IF NOT, IT WILL BE REPLACED AT SUBGONTRACTOR'S 4 =III III= EXPENSE. W z I 1=1 a = � ALL FENCE ° > � 3 — a S TO BE INSTALLED I N A ° > =III 115 STRAIGHT LINE FROM PROPERTY PIN SECT ION I=1 a I I=i I I TO PROPERTY PIN (OR OTHER DESIG- QN) O tv -) I I Q NOT TO SCALE -NATED POINT). NO FENCE LINE SHALL 0 cm( I_I a I I= 8 WEAVE OR BOW MORE THAN 3/4 _ =I I a I I (- ALL NAILS AND HARDWARE T ° co U M I. LANDSCAPE BOULDER, TYP. (SEE 3. GOMPAGTED SUBGRADE I I=I W TO J I= PRE-GALVANIZED ` z z 0) FINISH SCHEDULE) V j 4. REFER TO GRADING PLAN —) I I=I I ( I I I O r CC 0) 2. DECORATIVE ROCK FOR DRAIN LOCATIONS (SEE FINISH SCHEDULE) 12" DIA. MIN. FENCE SECTION N Cl) z ¢ z < z � Ix a a -4 STREAM BED I �� �O �T — W W �� TION FE�:G U_ W Qa w 2 cr Z co J 4 Q O x � J 5 ; � 0. CO * W J 6 Z v ° W - I== — O CL ~ 0 ,�,IL_T I. a II o I III i - _I III—IIII I I 0) O M II—II I II II; � _ SECTION VIEW SHEET DESCRIPTION SCALE: 3/0" VERIFY IN FIELD q CONSTRUCTION LEOEND DETAILS 1. 2x& TOP RAIL -l. 12" DIA. x 24" DEEP 2, CONCRETE FOOTING 1" SO. WOOD FRAME ALL AROUND - DESIGNED BOTH FRONT AND BACK 8. COMPACTED SUBGRADE - SMP REFER TO S. /2 x 2 LATTICE ® 4" O.G. REQUIREMENTS S REPORT FOR DRAWN MC 4. 4x4 POST CHECKED a. AGGREGATE SUB-BASE MC MATERIAL - REFER TO SOILS DATE 5. 2x4 BOTTOM RAIL REPORT FOR DEPTH 8.21.06 _ 6. FINISH GRADE REQUIREMENTS JOB NO. 261441 NOTES CAD FILE - ALL LUMBER SHALL BE SAW SIZED DOUGLAS FIR SHEET NUMBER s PAINT OR STAIN WOOD PER FINISH SCHEDULE (IF PAINTING, TREAT ALL EXPOSED SURFACES WITH (2) TWO GOATS MOISTURE-PROOF PRIMER AND (2) TWO GOATS ENAMEL. ALL NAILS $ HARDWARE TO BE PRE-OALVANIZED a WOOD 5�REEN F' �� OF 15 SHEETS I. GENERAL 4. Compaction - Compaction by tamping shall not be done in layers exceeding surface to reveal small surface fines while not exposing aggrcgatc. 2. Douglas Fir, Redwood, Wcstcrn Rod Gcdor or as shown on the drawings. eight inches in loose depth with each layer thoroughly compacted between. Alternate method, after initial set, surface to be washed with a diluted solution of muriatic acid and water, and brushed to reveal surface lines. 3. Posts, Platcs and other at-grade connections to be Rcdwood, Wcstcrn Red A. Contractual Relationship Cedar or s. pressure treated Douglas Fir as shown on the drawin In the performance of this contract, Contractor shall hold Landscape Architect G. Glean-Up and Testing Surface must be continuously wet to avoid acid burn. p g g and Owner harmless from any and all liability, costs and charges arising out of, I. Prior to covering of trenches, drain line and basins shall be checked to insure Glean-Up 4. Hardware - column bases - 'Simpson Strong Tie' or equal. Post caps and G. or in connection with, contractors, employees, or it's agent's negligence, omissions, proper flow and water tightness. strap tics - 'Simpson Strong Tie' or actual. Joist hongors and heal angles - I. Upon completion of work remove all forms, debris, material and tools from 'Simpson Strong Tie' or equal. Screws, hinges, nails, bolts, and washers. All HY errors. SUMMERS/MURP dt PARTNERS, INC site. hardware material to be galvanized. LANDSCAPE ARCHITECTS 2. The piping systems shall be flushed and cleaned prior to connecting to 34197 COAST HIGHWAY, SUITE 200 B. Errors or Conflicts existingdrain line, catch basin or storm drains stems. ( 4NA POINT, CALIFORNIA(9492629 y V. BLOCK MASONRY 5. Stain and paint - as selected and shown on drawings. (949) 443.1446 FAX (949) 443-1631 If any errors or conflicts are discovered in the plans or notes, they shall be Scope of Work - Provide all labor, materials, tools equipment transportation and interpreted so as to accomplish the real purpose of those plans and notes. 5. Upon completion of work, remove debris, tools and surplus material from site. necessary incidentals for the completion of all block masonry as shown on the 6. Concrete - Glass A minimum 2,000 P51 at 25 days. drawings, including but not limited to the following: o \ NNDSC,q,oF' G. Additions, Deviations and Alterations IV. CONCRETE B. Rough Carpentry ��, M Murphy -1 I. Set all posts, beams, rails and framing plumb and true to line as shown on 0 No deviations or a� terottons from the plans and speciftccations will be permitted Scope of work - Provide all labor, materials tools equipment transportation and A Materia� s the drawings C, .,G� . unless authorized by the Owner or the Landscape Architect. Should deviation necessary incidentals for the completion of all concrete f lotwork as shown on the I. Slump block units meeting grade A, ASTM G-q0, concrete block units Grade from plans and notes become necessary due to conflicting site conditions, Owner drawings including but not limited to the following: A, A5TM C-q0. 2. Connections - make all connections as shown on the drawings.Splice Iumbe Signature and Landscape Architect shall approve in advance any such deviation. No at posts only. Utilize all nail and/or bolt holes for all hardware. - Renewalwal Date additional work will be authorized without the express written authorization from A. Materials 2. Cement - Standard Portland Cement ASTM designation C-150 Type I or 11, I. Cement - Standard Portland Cement, per designation G-150 of the A5TM low alkali. 3. Ease all top edges of exposed lumber for bench tops, low walls, etc., T Date the Owner. Type 11, III, or V, low alkali, single brand throughout. Refer to Soil Engineer's where surface contact is provided. '1TFoFCAU�o��\P Report for Recommendations. 5. Sands Glean, well graded ASTM designation C-144. 4. Post base - set post column base as shown on drawin s, rovidin minimu These drawings and/or the D. Interpretation The Contractor shall comply with the obvious intent and meaning of these plans 2. Aggregate - ASTM 5 Specification G-33 3/4" maximum size. Decorative - I" clear all sides fromfinished post base to top of paving. g accompanying specifications p 4. Water Water used shall be of potable quality. are the exclusive property of and specifications which shall be construed to include all Tabor, material, tools aggregates or pea rock as shown on drawings. Fine natural sand, well graded 5. Countersink nails and bolts in all locations where surface contact is Summers/Murphy & Partners, and equipment necessary to complete the work specified herein in a conforming to A5TM G-144. 5. Steel _ Reinforced steel for wall to be Grade 40 deformed bars A5TM rovided i.e., bench to etc. Inc. and their use and publi- workmonlike manner in strict accordance with plans and notes. Should any designation A-165. p p cation shall be restricted to the on final site for which they Y n interpretation of these lans and notes C. Paintingand Stain were prepared. Re-use repro- Contractor arise as to the intent and � 3. Water - Water used shall be of potable ualit . qh p q y 6. Concrete - Class A concrete minimum 2,000 PSI at 28 days. 1. Fill ll seams and cracks with Latex caulk and/or wood dough to insure on ductio or publication by anyContractor shall refer to Owner and Landscape Architect whose decision thereon shall be final. 4. Steel - Reinforcin steel f decks lks to be intermediate d even surface. method, in whole part, is gee or ecs an wa erme groe 7. b Mortar - by volume, freshly prepared, uniformly mixed in ratio I ppart cement, prohibited except by written deformed bars conforming to ASTM A-615 and/or Grade 40. Mesh ASTM 1/2 part lime putty, 4-1/4 parts sand, conforming to ASTM C-276. Omit lime 2. Sand smooth all p exposed surfaces is specified as 545. permission from Summers/ E. Observation and Rejection of Materials and Workmanship A-4q6, size where shown on drawings. putty if plastic cement is used. Murphy & Partners, Inc. All materials and workmanship furnished or performed by Contractor shall be 3. Prime all painted surfaces with one coat primer. 5. Expansion Joints - Asphalt impregnated felt. Pol felt Ethafoom as indicated 8. Grout - b volume fresh) prepared, uniform) mixed I art cement 3 arts subject to final observation and acceptance by Owner and Landscape Architect p py y y p p y p p upon completion of all contract work whether previously paid for or not. At any on the drawings. sand, 2 parts pea gravel. 4. Paint with minimum two finish coats for painted surfaces. w and all times during the; performance of this contract, Contractor shall make z available for observation, test and approval, materials and workmanshi Failure 6. Control Joints _ Saw cut joint I/4 of slab thickness. Hand tooled score Joints B. La5nth g of Masonry 5. Stain with minimum two finish coats for stain surfaces. pp p' 1/4 deep minimum where shown on the drawings. 1. y a1I masonry straigght and true to line with vertical joints plumb over each of such observers to make observation tests or approvals shall not prejudice er. Horizontal joinFe, shall be level. Headers and corner units to show D. Protection and Cleanu <p p p Jp a J the right of Landscape Architect or Owner on final observation. Contractor �. Gold Joints - Butt type, type, y j finished faces where exposed. Joints and bond pattern to be as shown on I. Protect all existing work from paint overspray. �- butt t e with dowels. Screed ke joint as indicated p p shall promptly replace any and all material, workmanship and equipment which on the drawings. the drawings. 2 U Z does not conform to the plans and notes. All materials used on this contract . Upon completion of work remove all scrap wood debris materials and O o C. Reinforcing tools from site. W shall be new and the best marked quality unless specified otherwise. 8. Joint Sealant - Two parts Polysulfide sealant as manufactured by Thiokol, I. All bars in masonry shall be lapped a minimum of 40 bar diameters. Dowels j Glass AS, self leveling or multi-part polyurethane construction sealant by for walls and columns to be some size as wall reinforcing. Refer to Y111. Metal Work W F. Samples L.M. Scofield, in matching color. Structural Engineer's specifications for all steel sizes and locations. Scope of Work m Provide all labor, materials, tools, equipment, transportation W o When so required by the Owner or Landscape Architect, Contractor shall submit and necessar incidentals for completion of all metal work where shown on the royal samples of the various materials and specify finish thereon. q. Gurin Material - Hunts process MD7C. 'Lithochrome' color wax for color D. Gutting of Masonry drawings, including but not limited to the following: Q o fora g p p o pp p p y conditioned concrete b L.M. Scofield, in matching color of concrete as I. No cutting of masonry units shall be allowed unless shown on the drawin s. y g g y g A. Materials `- G. Local Codes indicated on the drawings. 1. Steel tubing in sizes shown on the drawin s ASTM designation 500 and/or E. Grouting of Masonry hand forged, cold rolled wr u ht iron in sizes a showg on the drawin s. All construction shall conform to all local building codes and ordinances. It is 1. Grout all cells with vertical steel solid as shown on the drawin s. g o g s g Contractor's responsibility to verifyall codes prior to commencin work. 10. Color Conditioned Concrete _ Ghromix admixtures for integral colored g p y p g concrete by L.M. Scofield Company. 2. Hardware hinges, latches, bolts, washers, screws, etc., to be heavy duty. 2. Grout all cells be low grade solid. H. Utilities 3. Concrete _ Glass A concrete minimum 2,000 PSI at 28 days and/or I1. Dust-On Color - Lithochrome color hardener by L.M. Scofield Company. 5. Provide minimum 3/4" between steel reinforcing and blocks. 'For-Rock' as shown on the drawin s. he location of all underground g Contractor shall be responsible nsible for verifyingt p g utilities, electric cables, conduits, sprinkler lines and all utility lines prior to any 12. Surface Retardant - 'Lithotex' to surface retarder as manufactured b construction. L.M. Scofield Gom an , or 'Sika' suprface retardant or 'Ru esol' as y F. Weepholes 4. Paint s Zinc Chromate primer, 'Rustoleum' finish surface coats or equal. p y g I. Open joint weep holes at 52 O.G. maximum on bottom course of retaining Metalizing or galvanizing or powder coating if shown on the drawings. manufactured by Sika Corporation. walls with I cubic foot ravel if shown on drawings or approved drainage 1. Removal of Debris and Glean-Up system per Structural Engineer's specifications. B. Fabrication and Installation Contractor shall thoroughly clean and keep free of debris and waste material B. 5ubgrade I. Contractor shall make all measurement for fabrication in field prior to entire construction area to the satisfaction of the Owner. I. Grade all subg. odes starting to a uniform depth and compaction. Moisten all G. Expansion Joints g work. subgrades prior to pouring of concrete. 1. Provide vertical expansion Joints in wall per local code and Structural 2. Gut all footings in undisturbed or compacted soil. Engineer's specifications. 2. Horizontal bars to taper with grade or step with grade as shown on the J. General drawings. Vertical bars to be plumb. The general conditions and any special conditions that Owner may require shall 3. Place sand or aggregate base as shown on the drawings and as specified H. Waterproofing O apply with the some force and effect as though written in full herein for all b a Soils Engineer. 1. Waterproof all retaining walls below grade with asphalt emulsion, 2 coats. C. Welding Cc � Ay g construction sections. I. Weldin to compl with the re uirement . of standard code for ARC, and g y cl � rms I. Gleaning gas welding. 11. SITE EXCAVATION AND ROUGH GRADING C IFo Use only finished lumber. Set all forms true to rode and position. I. Glean all masonry work, remove all mortar stains. O � Scope, of Work - Provide all labor, materials, tools, e ui ment, transportation and y g 2. Weld to only clean, rust-free surface. r p q p p 2. Upon completion of work, remove all mortar droppings, debris, materials and 0 CO necessary incidentals for the completion of all clearing, stripping, excavating, 2. Moisten all forms prior to pouring of concrete or use approved form tools from site. 3. All welds to be continuous and free of cracks, craters and porosity. Tac in cm 0 bockfilling, grading and related work as shown on the drawings, including but not release agents. welds not acceptable. �I N limited to the following: VI. BRICK MASONRY V� D. Expansion Joints Scope of Work - Provide all labor, materials, tools, equipment, transportation and 4. Grind smooth all exposed welds, match adjoining surfaces. _ 0 r A. Protection of all curbs, walks, wal Is, structures and other existing work which is I. Place expansion joints in concrete at intersection of concrete and f ixed necessary incidentals for the completion of all brick or stone masonry as shown on O = W M structures, i.e., garage, walls, base of steps, pool bond beam as indicated on the drawin s, including but not limited to the followin 5. Plug all open ends and tops, and weld. w J to remain. g g g� Z .. the drawings. Z U D. Painting 5: B. Clearing and stripping site of brush, debris and other foreign materials as A. Materials I. Prime ail metal work with one coat Zinc Chromate primer. Place control joint in concrete not to exceed a horizontal spacing as I. Brick or stone conformingto A5TM A-62 grade MN as shown on the drawin s. outlined in the drawings. specified by a soils engineer. g g 2. Paint all metal work with 2 coats 'Rustoleum' in semi-eloss or flat as sho on the drawin s. Paint to be 4 mils minimum dry thickness each. G. Excavation for ail foundations and footin s to the dimension and depth shown on 2. Cement - Standard Portland Cement ASTM designation 0-150, Type II, III, or g y g p Place construction joints in concrete where casting on concrete is to be V low alkali single brand throughout. Refer to Soils Engineer's report for the drawings. Bottoms of excavations shall be smooth and level. All loose stopped and subsequent casting is to be started. VIoNrecommendations.sin 5. Prime and paint per above, all field welds. material shall be removed therefrom. E. Concrete E. Protection and Cleanup 5. Sand s Glean, well graded ASTM designation G�144. I. Protect all existing work from paint overspray. D. subgrades shall be watered and compacted to a relative compaction of c15%. 1. Glass A concrete shall contain not less than 5 sacks of cement per cubic yard Q and be proportioned to attain a maximum cylinder strength of 2,000 PSI in 4. Waters Water used shall be of potable quality. 2. Obtain Fire permit where required for on-site welding. 28 days. Compressive strengths are to be determined in accordance with N Z E. Sub rades under all paving shall be true to grade and cross section, hard, y p g Z <C g uniform and smooth prior to placement of base material. ASTM G-3q. The slump shall not exceed 4". 5. Steel - Reinforced steel for walls to be Grade 40 deformed bars ASTM 3. Upon completion of work, remove all scrap iron, debris, materials and Z a p p designation A-165. tools from site. Q J g CC Cc a. F. Backfiliing of all excavations and trenches after placement of foundations, walls, Concrete mixing - All transit mixed concrete shall be mixed and delivered in O W accordance with the requirement of Standard Specifications for ready mixed 6. Mortar - by volume, freshly prepared, uniformly mixed in ratio I part cement, W LL a walks, utilities, etc., as outlined on the drawings. Compaction of backfill shall be concrete ASTM G-q4. 1/2 part lime putty, 3 parts sand, conforming to A5TM C-270. Omit lime putty Q J Q in acceptance with Engineer's specifications. if plastic cement is used. F. Concrete Finishin V C/) G. Grading of areas indicated in the drawings including bringing existing grades to I. Broom Finish -gram fresh concrete with heavy metal grid. Screed with straight 7. Grout - by volume, freshly prepared, uniformly mixed in ratio I part cement, W p 3 arts sand or I art cement, 5 arts sand and 2 arts ea rave I. 1 within 1/10 foot plus or minus. Final design grades as indicated on the drawings. edge to remove all irregularities. Float to a smooth surface, steel trowel, p p p p p g Z and edge to an eYen I-,r�rd �iirfr�-rjv ��.�ro r,�-g inrli�.ator^J nn drawingg. Il�v. a L,L,� Q H Stock ilia of excavation material or import to soil fill and sand shall be as new manila hem bristle broom. Brush markings on slab in uniform fashion as B. La ing of Brick UJ J p g p p p g 1. Lay all masonry straight and true to line with brick vertical Joints plumb over J W outlined on the drawings or as approved by Landscape Architect. shown on the drawings. each other. Horizontal joints shall be level. Headers and corner units to show tf in W finished faces where exposed. Joints and bond pattern to be as shown on J I. Clean up and remove all debris and surplus material and remove from site. 2. Rock Salt Finish - Tamp fresh concrete with heavy metal grid. Screed with the drawings. M 0. p p straight edge to remove ail irregularities. Float to a smooth surface, steel 00 _J trowel and edge to an even hard surface. Score as indicated on drawings. C. Reinforcing = tf3 in Nosh off concrete I. All bars in masonry shall be lopped a minimum of 40 bar diameters. Dowels M r I in even distribution and tam a N Hand broadcast rock salt III. DRA I AGE y pp (� U p Scope of Work - Provide all labor, materials, tools, equipment, transportation and with enough pressure to dissolve rock salt after concrete has set. for walls and columns to be some size as wall reinforcing. Refer to Structural LL En ineer's specifications for all steel sizes and locations. Z H O J necessaryincidentals for the completion of all drainer e systems as shown on the g p W p g y 3. Pea Rock Retarded Finish - Tamp fresh concrete with heavy metal grid. w V >- Q drawings, including but not limited to the following: Screed with straight edge to remove all irregularities. Float to a smooth D• Gutting of Masonry -� � Q � surface, steel trowel and ed e to on even hard surface. Apply surface I. Use masonry saw for brick cuts unless specified otherwise. Bricks cut less W U 2 A. Materials g than 1/2 length shall not be used. Stone to be cut with chisel and hammer. retardant to finished surface, prior to initial set per manufacturer's I . Acrylonite Butalene - Styrene (ABS) Schedule 40 drain pipe, perforated or recommendations, L.M. Scofield, using sprayer, providing even distribution. E. Grouting of Masonry ` non- erforoted in diameters shown on the drawin s. _,: . p g Reveal aggregate by using water jet and coarse fiber brush to remove I. Grou core walls solid as shown on the drawings. � SHEET DESCRIPTION 2. Basins and Drains - High impact plastic Styrene drain basins, catch basins retardant paste from surface,, washing thoroughly until surface is clean and 2. Provide minimum of 2-1/2" grout space between double brick walls. Provide with grates, high impact plastic Styrene deck drains, and/or precast concrete exposure is complete and uniform. minimum 5/4" between stc reinforcing and brick. CONSTRUCTION drain box and catch basins and cast iron grate in diameters and sizes as 4. Hand Seeded Aggregate Finish - Tamp fresh concrete with heavy metal grid. shown on' the drawings. Stainless steer or brass deck drains in hordscape as Screed with straight edge to remove all irregularities. Float to a smooth H. Waterproof in SPECIFICATIONS I. Water rO all retoinin walls below grade with asphalt emulsion, or other as shown on the drawings. surface. Hand seed surface in uniform fashion over entire area keeping stone p g g p 1/2" minimum from edges and expansion joints. Tamp aggregate to a uniform specified by Soils Engineer. depth below concrete surface. DESIGNED � � B. Trenching and Laying Pipe 1. Gleaning and Sealing I. Trenches to pitch a minimum of i/8" per foot unless otherwise indicated on the 5. Stamped Concrete - Tamp fresh concrete with heavy metal grid. Screed I. Glean all masonry work. Remove all mortar stains. Remove alkali with solution DRAWN J L drawings. Contractor to verify all invert elevations and trench depth prior to with straight edge to remove all irregularities. Float to a smooth surface. of muriatic acid and water. Apply clear sealer to exposed surfaces if shown excavation. Apply color hardener 'Lithochrome' by L.M. Scofield by the dry shake on the drawings. CHECKED P.M. method using a minimum of 60 pounds per 100 square feet. Apply in 2 or 2. Upon completion of work, remove all mortar droppings, debris, materials and DATE 2. Bottom of trench shall be smooth and continuous to flow direction. A hollow more shakes and float after each shake. Trowel only after final floating tools from site. 8.21.06 shall be made to receive bell of pipe so the joint will not bear upon the while concrete is still plastic using imprinting tools to make pattern as JOB NO. win s Apply color curing compound Lithochrome color CONTRACTOR allALIFICATION NOTE: 261441 shown on the dra V 11. CARPENTRY rade. Adjustments to line and erode shall be made b scraping awa or g pp y g psub ALL LANDSCAPE CONTRACTORS SHALL BE CALIFORNIAAL I FRM A L I GENSED G 27 g y p g y _ g � wax b L.M. Scofield Company usin roller orsprayer. If Bomacron type Scope of work Provide all labor, materials, tools, e ui went, transportation and CAD FILE i and not b wed in o r y p y gyp p q p p i l l in in with backfill l l under the base of the e a f ALL CONCRETE CONTRACTORS SHALL BE CALIFORNIA LICENSED G 8 g pipe, y g g necessary incidentals for completion of all carpentry as shown on the drawin s surface is shown on draw ings, a re I ease agent must be applied led prior to y p p y g blockin includin but not limited to the followin : ALL MASONRY CONTRACTORS SHALL BE CALIFORNIA LICENSED C-2�f - SHEET NUMBER g texturing the concrete. Color curing compound may be optional, as g g indicated on the drawings. 5. Trench material shall be used for backfill. However, no rocks or lumps A. Materials n Finish - Tam fresh concrete with heal metal rid. screed with 1. Wood - rough sawn, resawn, surfaced 4 sides where shown on the drawin s, 6. sad g i n at least 15 minutes sett' g g I d 'oints shall be given p y shall be used. We de g e straight edge to remove all irregularities. Float to a smooth surface, steel staai ht, sound, free from marks, pin head knots, sap pockets, slivers, and L� 5 before handling. the level of initial backfill, the trench may be g g g gg g y chec�Cs. Select grade, or better where shown on the drawin s. trowe I and edge to an even hard surface. Prior to set lightly ht I s on e g g backfilled with trench material. g g y p g OF 15 SHEETS . , I _ N, ( ,,-< :�', , _ v ..-. 1. 0 SUMMERS/MURPHY A PARTNERS, INC LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY,SUITE 200 DANA POINT, CALIFORNIA 92629 (949) 443-1446 FAX (949) 443-1631 , , e; , �r ' 11/4° / NDSC M r 5 .,.,., , urp F 9'P ., , �yi \/\\\ '.f � G M. h 1 :.:. -i ( � A I \l J `... 11 ,., v" i W (P CA �n ,...y: _.... , Signature ure -. 7-31-08 ___., 1. Renewal Date __.__ _ -._ .____.__.,.___._, __...... .......___. ___ . 1 11 I I . 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W Z I'* z >- U - o) W W W REFER TO NOTE 'A' BELOW RIGHT 3 < 11 O F- T- e v CERTIFICATE OF PROJECT C❑MPLETI❑N Project Name:----------------- Parcel Map or Tract NOO-----_--__-____-_ Project Location!- Water All owancel------------------------------------------- ubic feet) N (In hundred c Z Q Z 'mated Total Annual Water Use: Q Z Estl (in hundred cubic feet) c a. W IL U Preliminary Project Documentation Submitted: (initials indicates submittal) J CO R v _____1. Grading design plan W 0 _____2, Landscape design plan Z w 7 _____3, Irrigation design plan Y� 0) .J _-_-4, Irrigation schedules J W NOTE A: Q a W Post installation Inspection, (Initials indicate completion) CONTRACTOR SHALL INSTALL CONTROLLER ON THE EXTERIOR OF SALES OFFICE FOR cc IRRIGATION SYSTEM. 3 M G a. _ A, Plants Installed as specified __-__B, Irrigation systems installed as designed NOTE: = M � MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO ♦^ V BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. V, * U Comments,----------------------------------------------------- NOTE: W U Z U0 -j ---------------------------------- and District BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITIY ONLY, w to ❑wner/Develo er ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES O 0. < - O A copy of this certification has been provided p AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE- CONFIRM ALL LAYOUT �^ V c IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMWENCING WORK. p0,., V, L Comments;------------------------------------ SHEET DESCRIPTION It is my opinion that the work outlined above has been completed in substantial accordance with Coachella Valley Water District and The City of Palm Desert's ape and Irri a heft Guidlines, These plans have been reviewed by the Coachella Valley Water District in atccor ance Landsc p g A T E R with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. I RRIGATI requiring efficient landscape and irrigation design in cooperation with the to)cal PLAN -------------------------------------------------------------------- o Landscape Architect Signature Date License No. ' S r R I G governing agency (City or County). "Approval of this drawing by CVWD stta oes not constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, walls, and permanent structure of any kind may nDt be planted or installed im CVWD and USBR easements or right-of-way without first obtaining an encroachment permit DESIGNED S&A �2 from CVWD. DRAWN S&A DATE WATER MANAGEMENT SUPERVISOR CHECKED S&A STATEMENT OF WATER CONSERVATION f Ilawin rind les of design utilized on this project directed specifically DATE Please note the o g p p g 8.21. as conserving water and improving the efficiency of the irrigation system: CVWD PLAN# DEVELOPMENT SERVICE SUPERVIS R SOB NO. i h-efficienc Dint source dri 261441 Utilization of h g y p P Irrigation zones separated by plant material types. CAD FIDE Irrigation zones separated by exposure and orientation. IP 10SA09BB06 SHEET NUMBER Utilization of rain shut-off device connected to irrigation controller. Utilization of controller with water budgeting feature?. Sweeney IG aS CONSU eS ��• /'� IRRIGATION DESIGN AND CONSULTING G O AL E • I/�/'� l ( I-® 11 California IRRIGATION SYSTEM SHALL BE TESTED AND MAINTAINED ON A MONTHLY)' 38730 Sky Canyon Drive, Suite C BASIS BY THE MAINTENANCE STAFF. AN IRRIGATION AUDIT, IN COMPLIAINCE .. Murrieta,CA 92563 � WITH THE STATE OF CALIFORNIA LANDSCAPE WATER MANAGEMENT 951.461.6830 p-951.461.6850 f PROGRAM, SHALL BE PERFORMED BY A CERTIFIED IRRIGATION AUDITOR? ROJECT AND EVERY 5 YEARS THEREAFTER. TfHE email@sweeneyassoc.com NORT � PRIOR TO TURNOVER OF P www.sweene rnia- usti REGULAR MAINTENANCE SCHEDULE COUPLED WITH THE AUDITS SHOULD Murrieta,California Austin,Texas Ft.Lauderdale, Florida 01 01 161 24I OF 15 SHE HELP TO MAINTAIN THE IRRIGATION EFFICIENCY AS INTENDED IN THE DESIGN City of Palm Desert City of Palm Desert City of Palm Desert City of Palm Desert SUMMERS/MURPHYA PARTNERS, INC LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 Water Calculation Chart Water Calculation Chart Water Calculation Chart Water Calculation Chart DANA POINT, CALIFORNIA 92629 LOT 74 LOT 75 LOT 76 LOT 77 & PARKING LOT (949) 443.1446 FAX (949) 443-1631 LAND SCq P Maximum Water Allowance (MWA) Maximum Water Allowance (MWA) Maximum Water Allowance (mm) Maximum Water Allowance (MWA) Murphy �9p� Input Zone Input Zvne lnput Zone Input Zone � Signature Square Footage Calculations Square Footage Calculations Square Footage Calculations Square Footage Calculations 7-31-08 * Renewal Date Includes D.G. I Gravel areas Tree & Shrub Square foot 66Q (Includes D.G. Gravel areas Tree & Shrub S uare foot �#94 (Includes D.G. I Gravel areas) Tree & Shrub S uare foot 6288 (Includes D.G. Gravel areas} �' Date P♦ Tree & Shrub Square foot 1227` ( ) q ) q q Turf Square foot 0 Turf Square foot 0 Turf Square foot 0 Turf Square foot 0 T�T OF CAL��O��\ Total Square foot Cobble/Boulder 36 Total Square foot Cobble/Boulder 50 Total Square foot Cobble/Boulder 5$ Total Square foot Cobble/Boulder 550 Total Waterfeature Square footage 0 Total Waterfeature Square footage 0 Total Waterfeature Square footage 0 Total Waterfeature Square footage 0 These drawings and/or the Total Landscape Square f 1263 Total Landscape Square f 710 Total Landscape Square f 547 Total Landscape Square f 6838 accompanying specifications are the exclusive property of Zone No. Eto Water Adj. Total Conversion Factors Total Zone No. Eto Water Adj. Total Conversion Factors Total Zone No. Etc Water Adj. Total Conversion Factors Total Zone No. Etc Water Adj. Total Conversion Factors Total Summers/Murphy & Partners, Factor Sq. ft. 0.62 748 MWA Factor Sq. ft. 0.62 748 MWA Factor Sq. ft. 0.62 748 MWA Factor Sq. ft. 0.62 748 MWA Inc. and their use and publi- 1 57.01 0.5 0 0.62 748 0 1 57.01 0.5 0 0.62 748 0 1 57.01 0.5 0 0.62 748 0 1 57.01 0.5 0 0.62 748 0 cation shall be restricted to the 2 66.82 0.5 0 0.62 748 0 2 66.82 0.5 0 0.62 748 0 2 66.82 0.5 0 0.62 748 0 original site for which they 2 66.82 0.5 0 0.62 748 0 were prepared. Re-use, repro- 3a 75 0.5 0 0.62 748 0 3a 75 0.5 0 0.62 748 0 3a 75 0.5 0 0.62 748 0 3a 75 0.5 0 0.62 748 0 duction or publication by any an 3b 88 0.5 0 0.62 748 0 3b 88 0.5 0 0.62 748 0 3b 88 0.5 0 0.62 748 0 3b 88 0.5 0 U.62 74$ 0 method, in whole or part, is 4 93.9 0.5 1263 0.62 748 49.150624 4 93.9 0.5 710 0.62 748 27.630201 4 93.9 0.5 547 0.62 748 21.286929 4 93.9 0.5 6838 0.62 748 266.10607 prohibited except by written permission from Summers/ Murphy & Partners, Inc. Estimated Water Use Estimated Water Use Estimated Water Use Estimated Water Use U) Total Number of plants [- 40 -� Total Number of plants 31 Total Number of plants (^� 21 Total Number of plants 166 W w o Number of plants by water use %of Total Landscape Square Footage Number of plants by water use % of Total Landscape Square Footage Num ber of plants by water use % of Total Landscape Square Footage Number of plants by water use to of Total Landscape Square Footage 06 1 Low 23 0.575 684.825 1 Low 1'9 0.613 373.871 1 Low g 0.429 189.000 1 Low 60' 0.361 2073.976 2 Low/Mod 1 0.032 19.677 2 Low/Mod 3 0.143 63.000 2 Low/Mod 7 0.042 241.964 2 Low/Mod 2 0.050 59.550 Iw- 3 Mod 9 0.225 267.975 3 Mod 6 0.194 11$.065 3 Mod 5 0.238 105.000 3 Mod 64 0.386 2212.241 Z O 4 Mod I Hi 0 0.000 0.000 0.000 0.000 4 Mod 1 Hi 0 �. 0.000 0.000 4 Mod 1 Hi Q 4 Mod / Hi 0 0.000 0.000 5 High 0 0.000 0.000 5 High 6 0.000 0.000 5 High 0, 0.000 0.000 W 5 High 0 0.000 0.000 to 6 Low Trees 1 0.025 29.775 6 Low Trees 4 0.129 78.710 6 Low Trees 2 0.095 42.000 6 Low Trees 12 0.072 414.795 7 Low/Mod Tree ! 4 0.100 119.100 7 Low/Mod Tree 1 0.032 19.677 7 Low/Mod Tree 2 0.095 42.000 7 LOW/Mod Tree 21 0.127 725.892 LU W 8 Mod Trees 1 0.025 29.775 8 Mod Trees 0 0.000 0.000 8 Mod Trees 0 0.000 0.000 8 Mod Trees 2,; 0.012 69.133 9 Mod/Hi Tree 0 0.000 0.000 9 Mod/Hi Tree Q 0.000 0.000 9 Mod/Hi Tree 0 0.000 0.000 w o 9 ModlHi Tree 0 0.000 0.000 10 High Trees 0 0.000 0.000 10 High Trees Q 0.000 0.000 10 High Trees 0 0.000 0.000 10 High Trees 0 0.000 0.000 <C N g Total 3 1 0 Tota I 40 Total 21 Total 166 �- SHRUBS aaaaaa SHRUBS SHRUBS SHRUBS PlantlIrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Plantflrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: PlantlIrrigation System Type: Zone Irr, Eff. Area Seasonal Plant Factor: Spray/Bub/Drip 4 0.9 685 1 Low Shrub Spray/Bub/Drip 4 0.9 374 1 Low Shrub Spray/Bub/Drip 4 0:9 189 1 Low Shrub Spray/BublDrip 4 0.9, 2074 1 Low Shrub Season Zonal Eta Rant Area Conversion Factors Estimated Season Zonal Eto Rant Area Conversion Factors Estimated Season Zonal Bo Rant Area Conversion Factors Estimated Season Zonal Eto Rant Area Conversion Factors Estimated Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use Value Factor sq.ft. 0.62 748 N-ri. Eff. Water Use Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use Spring 20.69 0.2 373.871 0.62 748 0.9 1.42 � Spring 20.69 0.2 684.825 0.62 748 0.9 2.61 Spring 20.69 0.2 189 0.62 748 0.9 0.72 Spring 20.69 0.2 2073.976 0.62 748 0.9 7.90 Summer 57.29 0.2 373.871 0.62 748 0.9 3.95 Summer 57.29 0.2 189 0.62 748 0.9 1.99 Summer 57.29 0.2 2073.976 0.62 748 0.9 21.89 Summer 57.29 0.2 684.825 0.62 748 0.9 7.23 Fall-Winter 15.97 0.2 373.$71 0.62 748 0.9 1.10 Fall-Winter 15.97 0.2 684.825 0.62 748 0.9 2.d85 Fall-Winter 15,97 0.2 189 0.62 748 0.9 0.56 Fall-Winter 15.97 0.2 2073.976 0.62 748 0.9 6.10 TOTAL 11 TOTAL 6.47 TOTAL 3.27 TOTAL 35.89 Plantllrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: PlantlIrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Plantllrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: S a /BublDri 4 0:9 19.677 2 Low/Mod Shrub SparylBub/Drip 4 0.9 59.550 2 Low/Mod Shrub pry p SparylBub/Drip 4 0.9 63.000 2 Low/Mod Shrub SparylBub/Drip 4 0.9. 241.964 2 Low/Mod Shrub Season Zonal Eta Rant Area Conversion Factors Estimated Season Zonal Eta Rant Area Conversion Factors Estimated Season Zonal Eta Rant Area Conversion Factors Estimated Season Zonal Etc Rant Area Conversion Factors Estimated Value Factor s ft. 0.62 748 Irri. Eff. Water Use Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use q Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use Spring 20.69 0.35 19.67742 0.62 748 0.9 0.13 Spring 20.69 0.35 63 0.62 748 0.9 0,42 Spring 20.69 0.35 241.9639 0.62 748 0.9 1.61 Spring 20.69 0.35 59.55 0.62 748 0.9 0.40 Summer 57.29 0.35 19.67742 0.62 748 0.9 0.36 O Summer 57.29 0.35 59.55 0.62 748 0.9 1.10 Summer 57.29 0.35 63 0.62 748 0.9 1.16 Summer 57.29 0.35 241.9639 0.62 748 0.9 4.47 Fall-Winter 15.97 0.35 59.55 0.62 748 0.9 0.31 Fall-Winter 15.97 0.35 19.67742 0.62 748 0.9 0.10 Fall-Winter 15.97 0.35 63 0.62 748 0.9 0.32 Fall-Winter 15.97 0.35 241.9639 0.62 748 0.9 1.25 TOTAL 1.801 TOTAL 0.60 TOTAL 1.91 TOTAL 7.33 W PlantlIrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: O > OD PlantlIrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: g y yp Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Plantllrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: - r Spray/Bub/Drip 4 0.9 118.065 3 Mod Shrub Spray/Bub/Drip 4 Q:.9 105.000 3 Mod Shrub Spray/Bub/Drip 4 0:9 2212.241 3 Mod Shrub Spray/Bub/Drip 4 0,9 267.975 3 Mod Shrub oc co Season Zonal Eto Rant Area Conversion Factors Estimated Season Zonal Eta Rant Area Conversion Factors Estimated Season Zonal Eta Rant Area Conversion Factors Estimated 0 N o Season Zonal Eto Rant Area Conversion Factors Estimated Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use �R 0) O Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use Value Factor sq.ft. 0.62 748 Irri. E#f. Water Use Value Factor sq.ft. 0.62 748 Lri. Eff. Water Use V N Spring 20.69 0.5 118.0645 0.62 748 0.9 1.12 Spring 20.69 0.5 105 0.62 748 0.9 1.00 Spring 20.69 0.5 2212.241 0.62 748 0.9 21.08 V T- Spring 20.69 0.5 267.975 0.62 748 0.9 2.55 Z Summer 57.29 0.5 118.0645 0.62 748 0.9 3.11 Summer 57.29 0.5 105 0.62 748 0.9 2.77 Summer 57.29 0.5 2212.241 0.62 748 0.9 58.36 o Summer 57.29 0.5 267.975 0.62 748 0.9 7.07 O Fall-Winter 15.97 0.5 267.975 0.62 748 0.9 1.97 Fall-Winter 15.97 0.5 118.0645 0.62 748 0.9 0.87 Fall-Winter 15.97 0.5 105 0.62 748 0.9 0.77 Fall-Winter 15.97 0.5 2212.241 0.62 748 0.9 16.27 TOTAL 11.59 TOTAL 5.11 TOTAL 4.54 TOTAL 95.71 W J W W co TREES TREES Z V ? TREES _ cc 0) TREES Q PlantlIrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Plant/irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: PlantlIrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Spray/Bub/Drip 4 .0: 42.000 7 Low i Mod Tree Spray/Bub/Drip 4 0.75?' 725.892 7 Low 1 Mod Tree Spray/Bub/Drip 4 0.75 29.775 6 Low Tree Spray/Bub/Drip 4 0.75 19.677 7 Low 1 Mod Tree Season Zonal Eto Rant Area Conversion Factors Estimated Season Zonal Eta Rant Area Conversion Factors Estimated Season Zonal Eta Rant Area Conversion Factors Estimated r e 7 Irri f. Water s Season Zonal Etc Rant Area Conversion Factors Estimated Value Factor sq.ft. 0.62 748 Irri.Eff. Water Use Value Factor sq.ft. 0.62 48 . Ef . Wat Use Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use Spring 20.69 0.35 42 0.62 748 0.75 0.34 Spring 20.69 0.35 725.8916 0.62 748 0.75 5.81 Spring 20.69 0.2 29.775 0.62 748 0.75 0.14 Spring 20.69 0.35 19.67742 0.62 748 0.75 0.16 Summer 57.29 0.35 42 0.62 748 0.75 0.93 Summer 57.29 0.35 725.8916 0.62 748 0.75 16.09 Summer 57.29 0.2 29.775 0.62 748 0.75 0.38 Summer 57.29 0.35 19.67742 0.62 748 0.75 0.44 Fall-Winter 15.97 0.35 42 0.62 748 0.75 0.26 Fall-Winter 15.97 0.35 725.8916 0.62 748 0.75 4.48 Fall-Winter 15.97 0.2 29.775 0.62 748 0.75 0.11 Fall-Winter 15.97 0.35 19.67742 0.62 748 0.75 0.12 TOTAL 1.53 TOTAL 26.38 TOTAL 0.62 TOTAL 0.72 Q Plantllrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Plantllrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: N Plantllrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Spray/Bub/Drip 4 0.75 o.000 8 Mod Tree Spray/Bub/Drip 4 0.75 69.133 8 Mod Tree Q z PlantlIrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Z _ Spray/Bub/Drip 4 0.75 0.000 8 Mod Tree Season Zonal Eto Rant Area Conversion Factors Estimated Season Zonal Etc Rant Area Conversion Factors Estimated Spray/Bub/Drip 4 0.75' 119.100 7 Low ! Mod Tree � Z Season Zonal Etc Rant Area Conversion Factors Estimated Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use Season Zonal Eto Rant Area Conversion Factors Estimated q q CL Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use Spring 20.69 0.5 0 0.62 748 0.75 Spring 20.69 0.5 69.13253 0.62 748 0.75 0.79 Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use Spring 20.69 0.5 0 0.62 748 0.75 P 9 Summer 57.29 0.5 0 0.62 748 0.75 Summer 57.29 0.5 69.13253 0.62 748 0.75 2.19 W Spring 20.69 0.35 119.1 0.62 748 0.75 0.95 W � Summer 57.29 0.35 119.1 0.62 748 0.75 2.64 Sumner 57.29 0.5 0 0.62 748 0.75 Fall-Winter 15.97 0.51 0 0.62 748 0.75 Fall-Winter 15.97 0-5 69.13253 0.62 748 0.75 0.61 LU J Fall-Winter 15.97 0.35 119.1 0.62 748 0.75 0.74 Fall-Winter 15.97 0.5 0 0.62 748 0.75 TOTAL 0.00 TOTAL 3.59 r� a U TOTAL 4.33 TOTAL 0.00 V, Total Tree And Shrub 12.12 Total Tree And Shrub 177.61 W 0 CO Total Tree And Shrub 14.62 0 PlantlIrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: 1 Z Spray/Bub/Drip 4 '0,75 29.775 8 Mod Tree Total Estimated Water Use 12.12 Total Estimated Water Use 177.51 Q Season Zonal Etc Rant Area Conversion Factors Estimated Total Estimated Water Use 14.52 J Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use Spring 20.69 0.5 29.775 0.62 748 0.75 0.34 Q W Summer 57.29 0.5 29.775 0.62 748 0.75 0.94 J ti -Winter 0.5 29.775 0.62 748 0.75 0.26 CC Fall Wi 15.97 i+r' M G � TOTAL 1.55 -� = Mao Total Tree And Shrub 31.74 M 0 �J� LL Total Estimated Water Use 31 .74 PLANT DRIP EMITTER MATRIXAND CONTROLLER SCHEDULE Z V o W SPECIFIC VARIABLES _ PLANT WATER REQUIREMENTS 'WATER PRESSURE CALCULATIONS -� � To CONSIDER LOW MEDIUM HIGH 0 1.1.. _ WATER METER NUMBER LOT# 77 WATER METER SIZE 314" ESTIMATED SPECIES FACTOR (°l°) Or2t�.: C):t CL (� HYDRAULIC GRADE LINE (FT) N/A WATER METER ELEVATION (FT) N/A j DRIP IRRIGATION EFFICIENCY BY CLIMATE (°l°) '; t 6 0.$5 0.85 L0SA09BB06 0 ESTIMATED DENSITY FACTOR (/°) ' - , 0.90 0.90 sweene + associa=t .z /A MIN.STATIC PRESSURE PSI 69 Y w . . ELEVATION DIFFERENCE F N (PSI) REMOTE CONTROL VALVE # 6 REMOTE CONTROL VALVE SIZE 1" I ESTIMATED MICROGLIMATE FACTOR (%) 1-:QGI.; 1.00 1.00 IRRIGATION DESIGN AND CONSULTING , SHEET DESCRIPTION CALCULATED CROP COEFFICIENT (Kc) 0.18 0.36 0.63 California R.C.V. DEMAND (GPM) 12 TOTAL DEMAND (GPM) 12 ¢ { ESTIMATED PEAK ET PER MONTH INCHES '. Sky HIGHEST HEAD SERVED (FT) NIA STATIC PRESSURE AT HIGHEST HEAD N/A (INCHES): 12.00 12.00 38730 ta,CA9yon Drive,Suite Murrieta,CA 925b3 CALCULATED ET PER DAY (INCHES). 0.40 0.40 0.40 951.461.6830p•951.461.6850f IRRIGATION SIZE DESCRIPTION 1 FLOW # PSI LOSS I 3/4" SERVICE LINE (50 FT OF TYPE K COPPER) 12 1 10.1 PSI PLANT SIZE PLANT DIA. (FT) DESIGN DATA LOW MEDIUM HIGH email@sweeneyassoc.com CALCULATION www.sweeneyassoc.com 314" WATER METER (DISC TYPE) j 12 2 2.2 PSI SMALL T `GAL. f DAY REQUIRED 0.09 u" i 9 0.33 Murrieta,California•Austin,Texas•Ft.Lauderdale,Florida & NOTES NIA BACKFLOW PREVENTER (R/P TYPE) j NIA 3 NIA PSI PLANT AREA: 1.77 EMITTERS PER PLANT ..- '' NIA FILTRATION (WYE FILTER) ! N/A 4 N/A PSI EMITTER GPH fhb_ ,'$ 3/4" PRESSURE REGULATOR (WILKINS BR4) NIA 5 8.0 PSI -- - -' � MINUTES I DAY REQ. 11.20 11.20 12.24 DESIGNED NIA BFD ASSEMBLY PIPING (BRASS W/4 ELLS} NIA 6 NIA PSI - - - - - i These plans have been reviewed by the Coachella Valley Water District im accordance S&A N/A MASTER CONTROL VALVE NIA 7 NIA PSI MEDIUM 3:0fT•. .'<::GAL. I DAY REQUIRED 0.37 0.75 1.31 F T R with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 655�97 et seq. N/A FLOW SENSOR N/A 8 NIA PSI PLANT AREA: 7.07 EMITTERS PER PLANT ' 4� requiring efficient landscape and irrigation design in cooperation with the local DRAWN 11/4" ISOLATION VALVES (BALL TYPE) 1 12 9 1.0 PSI _ __ EMITTER GPH Q :t 1,.€1;.. :=h o S T R o governing agency (City or County). "Approval of this drawing by CVWD► staff does not CHECKED / DAY RE 11.20 11.20 9.33 11l4" 100 FEET OF MAINLINE: SCH 40 PVC 12 10 0.9 PSI MINUTESQ ---------- -• ------ constitute approval to encroach into district and USBR Rights-of-Way. Trees SBcA NIA FEET OF MAINLINE NIA 11 NIA PSI pp ' plants, 1114" 5- 90 DEGREE ELBOWS 12 12 0.4 PSI LARGE = ._0t GAL. / DAY REQUIRED 1.04 2.07 3.63 walls, and permanent structure of any kind may not be planted or installed) in CVWD DATE PLANT AREA. 19.64 EMITTERS PER PLANT 5 and USBR easements or right-of-way without first obtaining an encroachrment perm 8.21.06 VALVEill 12 13 5.8 PSI x x g y g p EMITTER GPH �:Cf 2: ° , 2.=G 10% LATERAL LINE LOSS CONTROL NIA 14 3.0 PSI - -- - from CVWD. JOB NO. -- -...._ 20% FITTING LOSS (IN ADDITION TO ELBOWS SHOWN) NIA 15 0.2 PSI MINUTES 1 DAY REQ. 12 44 11.85 12.96 261441 CAD FILE NIA ELEVATION CHANGE (P.O.C. TO HIGHEST HEAD) N/A 16 NIA PSI WORST CASE DAILY RUN TIME FROM CHART ABOVE 1 <. T MINUTES _ DATE WATER MANAGEMENT SUPERVISOR IL TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU #16) 17 31.5 PSI CALCULATED WORST CASE WEEKLY RUN TIME. 90.72 MINUTES PRESSURE REQUIRED AT HEAD j { 18 30.0 PSI DAYS OF IRRIGATION DESIRED PER WEEK. >LL SHEET NUMBER TOTAL PRESSURE REQUIRED (SUM OF #17 AND #18) 19 61.5 PSI -- - CALCULATED RUN TIME PER ZONE / IRRIGATION DAY: 18.14 MINUTES STATIC WATER PRESSURE (FROM ABOVE) 20 69.0 PSI CALCULATED RUN TIME PER ZONE / IRRIGATION DAY: 0.30 HOURS CVWD PLAN# DEVELOPMENT SERVICE SUPERVISOR RESIDUAL PRESSURE (SUBTRACT#19 FROM #20) 21 7.5 PSI SET PRV OR MCV AT(#20 PLUS 10 PSI) 22 69.0 PSI TOTAL NUMBER OF SIMILAR DRIP ZONES L�7 PRESSURE BOOST, IF REQUIRED (SET TO ACHIEVE 30 PSI RESIDUAL) 23 N/A PSI TOTAL DAILY RUN TIME OF ALL SIMILAR ZONES: 0.91 HOURS NORTH--,' , -OF 15 SHEETS I FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. PRESSURE SUPPLY LINE TO HOUSE PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE PRESSURE SUPPLY LINE TO COVER, USE STAINLESS BOLT, NUT,AND WASHER. EDGE. HEAT BRAND "PRV" ONTO LID. IRRIGATION SYSTEM BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND"BW ONTO LID. PRESSURE REGULATOR, SEE LEGEND FOR SPECIFICATION TEE FITTING INSTALLED BY PLUMBER ,�c HUNTER PCB BURBLER, SEE owl 'I LEGEND FOR SPP THREADEDECIFICATION PVC BALL VALVE, SEE LEGEND FOR SPECIFICATION 13" 2"MIN. SCH 80 PVC NIPPLE, LENGTH AS REQUIRED SUMMERS/MURPHY & PARTNERS, INC FINISHED GRADE LANDSCAPE ARCHITECTS _1173 - IN SHRUB AREAS =I I I=�= - — — I I—I I-1 �— ' " _ _ DANA POINT, CALIFORNIA 92629 _ _ FINISHED GRADE 34197 COAST HIGHWAY, SUITE 200 � FINISHED GRADE IN SHRUB AREAS O III=I 1-I -I I-I I' —III=III PVC SCH 80 T.O.E. �j' 4" MIN. 111=I I III—I I= I I NIPPLE, 3"MIN., 2 REQ. I —�— L —I UNDISTURBED SOIL (` 9) 443'1446 FAX (949) 443-1631 (=I I= =III—I I —III—III INLET(SEE LEGEND FOR SPECIFICATION)XERI-BUG DRIP EMITTER WITH THREADED —III=III—III I I-i I-I I I- =I� I-III III-I�I-I�I= I I—I 11= B s� PVC SCH 40 SLIP FINISHED GRADE I—I I 1=1 11= TRIPLE SWING JOINT ASSEMBLY ND SC COUPLING, 2 REQ. LA qP DEPTH AS PER SPECS.E 2" MIN. �oG . 4�urphy ,Lg F oWPRESS +� BAt_VALVE � L -III-III-I -III=III-I � o MI o — PVC MALE ADAPTER o o ° PVC MAINLINE TO VALVES VALVE BOX I I I—I I 1=1 I I- I I—III=1 I I- �`' ice° °� _ UNDISTURBED SOIL CQ III=III=III= III=III=III= 0 dJo o D �o 0°° ° o Q° °° o o SCH. 80 PVC NIPPLE TPY. I I 1 I I I I I—� W ° dip � SCH 40 PVC SxSxT TEE FITTING Q �' 0 0 00 0 0�o° ° 8(� ° °°0°0 Qb�O� BRICK SUPPORTS(FOUR TOTAL) SCH. 80 PVC UNION =1 I I=1 I I=1 =1 I I=1 I I=1 LATERAL x SPRINKLER INLET SIZE Signature O�C��08 � o O° �Qpo° �„— BRICK SUPPORTS ° ° Q o °°P°°�� O Co .Co ° 0 O(;�O ° 3/4" ROCK, 3 CUBIC FT. - FLEXIBLE RISER(RAIN BIRD PFR/FRA) 7-31-08 IRRIGATION MAINLINE, ( ) LATERAL LINE, SEE SPECIFICATIONS Renewal Date — DUAL UNION CONNECTIONS AS SEE SPECS. TWELVE 12" LENGTH � PART OF BALL VALVE LANDSCAPE FABRIC PVC FITTING(SxSxT TEE) FOR TYPE AND DEPTH REQUIRED, J LANDSCAPE FABRIC BRASS NIPPLE TYP. PVC MALE ADAPTER TYP. SIZE:LATERAL x LATERAL x 1/2" Date �P BRASS UNION PRESSURE SUPPLY LINE -- �TF OF 3/4" ROCK, 2 CUBIC FT. CALIFo PVC MAINLINE FROM P.O.C. FROM METER PVC LATERAL LINE SECTION VIEW- 2"BELOW FINISHED GRADE These drawings and/or the SECTION VIEW- N.T.S. NOTE: N.T.S.. PRESSURE REGULATOR (IF REQUIRED) NOTE: accompanying specifications NOTE: INSTALL CONTROL VALVES A MINIMUM OF ONE FOOT APART IN SHRUB AREAS UNLESS OTHERWISE NOTED. PLAN VIEW-N.T.S. INSTALL SPRINKLER HEADS 12" FROM FENCES WALLS(OR BUILDINGS. are the exclusive property of INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UPSTREAM SIDE OF SECTION VIEW- N.T.S. DO NOT INSTALL SPRINKLER HEAD WITHIN 36" OF PAVIING, CURBS OR TURF EDGES. Summers/Murphy & Partners, INSTALLATION AT MAIN LINE DEPTH. THE PRESSURE REGULATOR ASSEMBLY. REFER TO DETAILS "D"AND "E" FOR SECTION VIEW SECTION VIEW- N.T.S. Inc. and their use and publi- cation shall be restricted to the REFER TO DETAIL "C" FOR PLAN VIEW REFER TO DETAIL "C" FOR PLAN VIEW original site for which theywere prepared. Re-use, repro- duction or publication by any method, in whole or part, is prohibited except by written E BALL VALVE D) PRESSURE REGULATOR C P.O.C. CONNECTION B DRIP CONNECTION ) BUBBLER permission from Summers/ A ON RISER Murphy 8c Partners, Inc. ID TAG: RAIN BIRD VID SERIES Z LLI MOUNT ENCLOSURE AS PER WATERPROOF CONNECTION: w MANUFACTURER'S RECOMMEN®ATION RAIN BIRD SPLICE-1 (1 OF 2) � a a a °, a - PAVING FINISH GRADE o o CONTROLLER, SEE LEGEND � 30-INCH LINEAR LENGTH ELECTRIC ANTI-SIPHON CONTROL VALVE O _ FOR SPECIFICATION. WATERBROOF WIRE CONNECTORS SAND BACKFILL COMPACTED :I I (=I I (- OF WIRE, COILED — - _ _ _ _ Z z =III=I (—III=I CLEAN COMPACTED BACKFILL o WALL MOUNTED ENCLOSURE O 0 TO THE DENSITY OF III—I C B (—I AS PART OF INTELLI-SENSE OUTDOOR ASSY. CONTROL ZONE KIT: W EXISTING SOIL B t�! - - :ICI=1�1= III-ICI: W LATERAL LINES q = — LATERAL LINES,SEE SPECS. 0 0 120 VOLT POWER SUPPLY RAIN BIRD XACZ-100 � —I I (_) 24"WIRE LOOP W w I=I IN SCH 40 SLEEVE IN J-BOX, BY OTHERS — (INCLUDES MIN. 6"ABOVE °� k 100-ASVF ANTI- FINISH GRAD —( III I _ CONTROL WIRES —III=III= — _ CONTROL WIRES, SEE SPECS. SIPHON VALVE, HIGHEST HEAD E Q N IN SCH 40 SLEEVE :III-III=1 I I III-1 i I: IN LINE FILTER AND UNDISTURBED SOIL ( I-(�' UNDISTURBED SOIL RIG ELECTRICAL CONDUIT(1",) PRESSURE REGULATOR — � o PRESSURE MAINLINE I PRESSURE MAINLINE,SEE TO RAIN SENSOR (IF SPECIFIED) I=III=III IN SCH 40 SLEEVE :I I (—III=III C _= SPECIFICATIONS 48" ON ROOF, IN RIGID 1/2" CONDUIT -III=III—I I ( I I=I ( III—I I ( a a a a a a i=III—I I D D D D III—III- =III=I I I— _ C_ C —I ( (—� INSTALL 6-INCH MIN.ABOVE PVC SCH. 80 NIPPLE -- PVC SLEEVES TO BE :III—III—III—III-I I -I ( (-I i (=III—III- HIGHEST POINT OF DISCHARGE LENGTH AS REQ. (2 TYP.) EI I IIII=III—III=III=III=III—III=III_ TWICE THE DIAMETER =III=1 I I=III-I I (-III=III=III=III-1 LOW VOLTAGE WIRE IN RIGID P\VC OF THE PIPE OR WIRE CONDUIT (3") PVC ELECTRICAL SWEEP �' TO EXTERIOR BUILDING BUNDLE CARRIED. L DIMENSION A B C D DIMENSION A B C . , WALL THROUGH J-BOX UV RADIATION RESISTANT DETAIL ALSO FOR PIPE , PVC SCH 40 PIPE PVC LATERAL 'PVC PRESSURE MAIN 1/2"TO 4" IN SIZE 36" 24" 24" 4" INSTALLED IN ROCK SOIL. 112"TO 2-1/2"IN SIZE 18" 12" 4" BUILDING FLOOR BY OTHERS (1 OF 2) LINE PIPING SECTION VIEW- N.T.S. _ _ 3"TO 6"IN SIZE 24" 4" NOTE: —III I =III_—�I FINISH GRADE/TOP OF MULCH PVC SCH.40 FITTINGS TYP. INSTALL ENCLOSURE AS INDICATED BY CITY STAFF& MANUFACTURER'S �- RECOMMENDATION. I 6-IN MIN. —I PVC SCH 40 ELL SECTION VIEW- N.T.S. ROUTE WIRES AND SLEEVE THROUGH WALL AS PER LANDSCAPE ARCHITECT'S (1 OF 2) RECOMMENDATION. TO PVC LATERAL PIPE CONTROLLER (1 OF 2) O J SLEEVE INSTALLATION I PIPE INSTALLATION H WALL MOUNT CONTROLLER cc G DRIP REMOTE CONTROL VALVE F ANTI SIPHON VALVE a O > �o O � IRRIGATION MATERIAL LEGEND o N o LOW VOLTAGE WIRES,3 MAXIMUM SYMBOL 0:111 O WIRES PASS THROUGH GROOVES IN Q T H F MANUFACT, MODEL NO. / DESCRIPTION GPM PSI RADIUS DETAIL N f TUBE LID TO ALLOW LID TO CLOSE Z a T V � 17 O CLOSE TUBE LID AFTER WIRE HUNTER PCB-25 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR,24" BOX AND SMALLER 25 (0.5) 30 N/A A 0 IS INSERTED INTO TUBE PCB-50 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR:36" BOX .50 (1.0) co PCB-10 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2'ABOVE FINISHED GRADE FOR 48 BOX TREES AND PALMS> 1.0 (2.0) Z = Z U EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, PLACE BUBBLERS AT EDGE OIF ROOTBALL ON OPPOSITE . � > � SIDES OF TREE TYPICAL. Tj POLY TUBE PRE-FILLED WITH DRIP SYSTEM NOTES. o W) CC o WATERPROOF GEL NOT SHOWN RAINBIRD XERI BUG XB-05PC-1032, XB-10PC-1032, &XB-20PC-1032 PRESSURE COMPENSATING DRIP EMITTERS(0.5-2.0 GALLCJNS PER B CERTIFICATE OF PROJECT C❑MPLETI❑N ALL LATERAL LINES FOR DRIP SYSTEM SHALL BE PVC AS SHOWN IN THE Project LOCK TABS PREVENT WIRE REMOVAL HOUR) SEE PLANT DRIP EMITTER MATRIX BELOW LEFT FOR SIZE AND QUANTITY Nar1e;_________________ Parcel Map or Tract No.;_________________ ONCE CONNECTOR IS INSERTED LEGEND. POLYFLEX RISERS SHALL BE CONNECTED TO THE PVC NOT SHOWN RAINBIRD POLYFLEX RISER AND MALE ADAPTER PFR/FRA CONNECTED TO THREADED TEE ON PVC ON BASE AND THREADEDD (1032) DRIP EMITTER ON TIOP B LATERAL LINES IN LOCATIONS ALONG THE LATERAL LINE ROUTE IN Project Location;_______________________________ SCOTCHLOK ELECTRICAL SPRING QUANTITIES AND LOCATIONS REQUIRED BY THE PLANT GROUPS. ------------------- CONNECTOR. WIRES SHALL BE OW P.O.C. 3/4" DOMESTIC WATER METER FOR FUTURE RESIDENCE, EXISTING PER CIVIL PLANS, IMSTALLED BY CVWD C Maximum Water Allowance; PRE-STRIPPED OF 1/2"OF THE (In hundred cubic feet) ------------------------------------------- INSULATION PRIOR NEC TO INSERTION NO SYMBOL WILKINS MODEL BR4 PRESSURE REGULATOR 15-150 PSI 3/4" SIZE, SET PRESSURE AS REQUIRED INSERT DRIP EMITTERS INTO RISER AS CLOSE AS POSSIBLE TO PLANT INTO THE CONNECTION. TWIST ( ) C,D CONNECTOR GNTO WIRES TO MATERIALS. COVER ALL DRIP TUBING COMPLETELY WITH MULCH Estimated Total Annual Water Use;SEAT FIRMLY. SPECIFIED ON LANDSCAPE PLANS. I� Z INSERTED INTO TUBE UNTIL THE RAINBIRD 100-ASVF1►�� KBI LT-1 11/4" FULL-PORT BALL TYPE ISOLATION VALVE C,E ________________________________________________ (in hundred cubic feet) z Q SCOTCHLOK CONNECTOR AND WIRES CONTRACTOR TO PROVIDE THE QUANTITY OF EMITTERS AND RISER � " PLASTIC S ( ) L STIC AUTOMATIC ANTISIPHON VALVE, INSTALL 6"ABOVE HIGHEST HE/AD SERVED F BASED ON THE ACTUAL PLANT COUNT AND THE EMITTER LEGEND Preliminary Project Documentation Submitted; (initials indicates submittal) < 15 Z CONNECTOR PASSES LOCK TABS SHOWN BELOW. ANY REFERENCE TO EMITTER QUANTITIES ON THESE RAINBIRD XACZ-100 (1 )ANTI-SIPHON DRIP VALVE ASSEMBLY, INSTALL 6 ABOVE HIGHEST HEAD SERVED G PLANS IS FOR DESIGN USE ONLY. VERIFY THE ACTUAL PLANT -----1. Grading design plan W O W QUANTITIES AND I S SIZES FROM THE LANDSCAPE PL ANS LANS PRIOR TO � 0. WIRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT. © TORO TIS-06-ID INTELLI-SENSE 6-STATION CONTROLLER, ET PROGRAMABLE, INSTALLED ON II`NTERIOR WALL OF GARAGE_ H BIDDING OR STARTING WORK. -----2, Landscape design plan QJ .� KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR,A POLYPROPYLENE TUBE AND A USE TIS-06-OD OUTDOOR SERIES INSTALLED ON EXTERIOR WALL OF SALES TRAILER FiOR LOT 77 AND PARKING LOOT. DRIP SYSTEM HAS BEEN DESIGNED TO ACCOMMODATE THE UPSIZING ---__3. Irrigation design plan W (,� CD U WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. ® NIA 1CO 20 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATIONd IN FIELD N/A OF EMITTERS TO COMPENSATE FOR FUTURE PLANT GROWTH. DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2-3#14 OR 2#12 PRE-STRIPPED COPPER MAINTENANCE PERSONNEL SHALL UPGRADE EMITTER SIZES AS -----4, Irrigation schedules I Z WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. AS APPROVED PVC PIPE 3/4" - 11/4" CL. 200 AS LATERAL LINES 12" BELOW GRADE I REQUIRED TO PROVIDE ADEQUATE WATER FOR (HEALTHY PLANTcc GROWTH. Post installation Inspection; (initials indicate completion) co W Q AS APPROVED PVC PIPE 11/4" SCH. 40 SOLVENT WELD AS MAINLINES 18" BEELOW GRADE I A, Plants installed as specified W K WIRE CONNECTION AS APPROVED CH 40 RS S TWICE THEE L � J lOSA096606 a Q W z -. :.,«, PLAC VING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHOFRIZED REPRESENTATIVE. sweeney + associates ___-_B. Irrigation systems installed as designed IRRIGATION DESIGN AND CONSULTING , NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL(U.IL.APPROVED) I J K California Comments;----------------------------------------------------- 00 Q !� 38730 Sky Canyon Drive,Suite C M A NO SYMBOL 3M DBY-6 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONINNECTIONS M 1.1161.6830p563 951.461.6830 p-951.461.6850 f ;,��� {��� � p., email@sweeneyassoc.com A co of this certification has been provided to Owner/Developer er and District Z O J ALL LOCAL MUNICIPAL AND STAS'�':y'i�EC1°Y�'Y'P��}'VERNING OR RELATING TO ANW PORTION OF LL www.sweeneyassoc.com copy P p THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEEIR Murrieta,California-Austin,Texas Ft.Lauderdale,Florida Comments -------------------------- -------------- ------------- � Q Q W I I NS SHALL BE CARRIED OUT BY THE COINTRACTOR. >_ o Qp 0" I� 1,- NUMBER ------------------------------------------------------------ U TO It is my opinion that the work outlined above has been completed in substantial 2 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIIES, STRUCTURES AND SER\VICES BEFORE 200E —QTY. OF EMITTERS (IN DRIP ZONES ONLY) accordance with Coachella Valley Water Dlstrict and The City of Palm Desert's COMMENCING WORK., THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE FLANS ARE Landscape and Irrigation Guidlines, SHEET DESCRIPTION APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED GPM TO -------------------------------------------------------------------------- THE OWNER'S REPRESENTATIVE. ____ Landscape Architect Signature Date Lice-P.se No IRRIGATION 3 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. DETAILS 4 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. IRRIGATION NOTES MODEL IRRIGATION NOTES DESIGNED 5 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY OMLY AND IS TO S&A BE INSTALLED WITHIN PLANTING AREAS. 10 ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETFER OF THE PIPE CARRIED. SEE MAKE IRRIGATION POINT OF CONNECTION INTO WATER SERVICE LINE IMMEDIATELY DOWNSTREAM OF THE EXISTING DRAWN These plans have been reviewed by the Coachella Valley Water District in accordance S&A 6 THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN I IT IS OBVIOUS IN LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 41.0 SLEEVE THE SIZE REQUIfRED TO WATER METER. VERIFY EXACT METER LOCATION IN THE FIELD AND ADJUST AS NECESSARW. INSTALL BALL VALVE AT WOC T THE P F R CHECKED FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WVERE PREPARED. EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEEPTH AS SHOWN ON THE SLLEEVING FOR IRRIGATION SYSTEM ISOLATION. INSTALL PRESSURE REGULATOR DOWNSTREAM OF BALL VALVE. SET OPERATINCG with Water Code Title 7, Division 1, Chapter 3, Article 10.8 Section 655977 et se q. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. PRESSURE TO 101 PSI. ADJUST PRESSURE AS NEEDED. MAXIMUM DEMAND IS+/- 12 GPM. MAKE POINT OF CONNECTION PER requiring efficient landscape and irrigation design in cooperation with the 1(ocal S&A WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD(HANG.ES DEEMED LOCAL CODE. o�s T R ' c .� governing agency (City or County). "Approval of this drawing by CVWD staff does not DATE g 21.06 NECESSARY BY THE OWNER. 11 ALL REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. /ALL QUICK INSTALL CONTROLLER ON EXTERIOR WALL OF GARAGE FOR MODELS. NSTALL CONTROLLEFR constitute approval to encroach into district and USBR Rights-of-Way. Treees, plants,S FOR SALES OFFICE AND; p JOB NO. 7 INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE [INSTALLATION DETAILS. INS3TALL ALL PARKING LOT ON EXTERIOR OF SALES OFFICE, COORDINATE WITH DEVELOPER- INAL CONTFROLLER LOCATION TO BE walls, and permanent structure of any kind may not be planted or installed iin CVWD 261441 RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMEENT AND QUICK COUPLER AND REMOTE CONTROL VALVES WITHIN 18" OF HARDSCAPE. DETERMINED IN THE FIELD BY THE EVELOPER'S AUTHORIZED REPRESENTATIVE. DEVELOPEER TO PROVIDE 120 VOLT and USBR easements or right-of-way without first obtaining an encroachment permit INSTALLATION. POWER TO FINAL CONTROLLER LOCATION. IRRIGATION CONTRACTOR TO MAKE ALL CONNECCTIONS PER CAD FILE from CVWD. ID 8 ACTUAL LOCATION FOR THE INSTALLATION OF THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IMI THE FIELD BY 12 ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. SHEET NUMBER THE OWNER'S AUTHORIZED REPRESENTATIVE. 13 THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED LOCATE CONTROL VALVES ADJACENT TO THE SIDE OF HOUSE. VALVES SHOULD NOT BE VISIBLE FROM ENTRY WALKWJAY. DATE WATER MANAGEMENT SUPERVISOR 9 CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MFAIN LINE EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. SWEENEY AND ASSOCIATES RECOMMENDS MEASURINJG FOR SCREEN VALVES WITH SHRUBS IF NECESSARY. INSTALL ANTI-SIPHON VALVES PER LOCAL CODES. TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIIRES AT BOTH ENDS. PROPER GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS M9ADE TO COMPLY WITH ALL PIPE AND WIRES UNDER HARDSCAPE ARE TO BE SLEEVED IN SCH. 40 PVC. PIPE SLEEVfES ARE TO BE 2X THE PIPE ORL� 8 MANUFACTURER SPECIFICATIONS. WIRE BUNDLE CARRIED- CVWD PLAN # DEVELOPMENT SERVICE SUPE>{ZVISOR OF 15 SHE it, p SECTION 02810 1.07 Storage and Handling C. Ground wires shall be whitte in color. Control wires shall be red (where two or more controllers are used, the control wiires 3.07 Valves e shall be a different color for each controller. These colors shall be noted on the "Record Dirawings" plans located on conttroller LANDSCAPE IRRIGATION A. Use all means necessary to protect irrigation system materials before, during, and after installation and to protect the installation door). A. Automatic control valves, quick coupler, and ball valves aire to be installed in the approximate locations indicated on thte PART 1 - GENERAL work and materials of all other trades. In the event of damage, immediately make all repairs and replacements necessary to the drawings. L PA PA Summary acceptance of the Landscape Architect and Owner and at no additional cost to the Owneir. 2.10 Irrigation Heads 1.01 B. Valve shall be installed in shrub areas whenever possible% A. It is the intent of the specifications and drawings that the finished system is complete in every respect and shall be ready for B. Exercise care in handling„ loading, unloading, and storing plastic pipe and fittings under cover until ready to install. Trransport A. Irrigation heads shall be off the manufacturer, size, type, with radius of throw, operating pressure, and discharge rate operation satisfactory to the Owner. plastic pipe only on a vehicle with a bed long enough to allow the pipe to lay flat to avoid undue bending and concentratced external indicated on the drawings. C. Install all valves as indicated in the detaildrawings. SUMMERS/MURPHY A PARTNERS. load. LANDSCAPE ARCHITECTS B. The work shall include all materials, labor, services, transportation, and equipment necessary to perform thee work as indicated B. Emitters shall be used as indicated on the drawings. D. Valves to be installed in vallve boxes shall be installed once valve per box. DAN COAST HIGHWAY SUITE 200 1.08 Cleanup and Disposal DANA POINT, CALIFORNIA 92629 on the drawings, in these specifications, and as necessary to complete the contract. P P (949) 443.1446 FAX (949) 443.1631 PART 3 - EXECUTION 3.08 Valve Boxes 1.02 Construction Drawings A. Dispose of waste, trash, and debris in accordance with applicable laws and ordinances and as prescribed by authorities having jurisdiction. Bury no such waste material and debris on the site. Burning of trash and debris will not be permitted. The Contractor 3.01 Site Conditions A. Valve boxes shall be installled in shrub areas whenever possible. - A. Due to the scale of the drawings, it is not possible to indicate all offsets, fittings, sleeves, etc. which may be required. The shall remove and dispose of rubbish and debris generated by his work and workmen at frequent intervals or when ordered to do so LAND SC,gp Contractor shall carefully investigate the structural) and finished conditions affectiing all of his work and plan his work accordingly, by the City's authorized representative. A. Inspections: B. Each valve box shall be installed on a foundation of 3/4-inch gravel backfill, 3 cubic feet minimum. Valve boxes shall bee ��F,� �, Murphy F-9,p0 furnisnin such fittings, etc.as may be regttired toy meet such conditions.Dravvintgs are generally diagrammatic and indicative of the installed with their tops 1/2 inch above the surface of surrounding finish grade in lawn areas and 2 inches above finish grade in � G,� do y 9 1. Prior to all work of this section, careful) ins ect the installled work of all other trades and vent that all such work is ground cover areas. �` 1 work to be installed. The work shall be installed in such a manner as to avoid conflicts between irrigation systems, planting, and B.At the time of completion tthe entire site will be cleared ocf tools, equipment, rubbish and debris which shall be disposed of off-site Y P fy architectural features. in a legal disposal area. complete to the point where this installation may properly commence. Q: �( 00 3.09 Irrigation Heads Signature B. All work called far on the drawings by notes or(details shall be furnished and i nstalled whether or not specifically mentioned in the 1.09 Completion 2. Verify that irrigation system may be installed in strict accordance with all pertinent code's and regulations, the original , , recommendations. A. Emitters shall be installed as indicated on the drawings. 7- al D specifications. When an item is shown on the plans but not shown on the specifications or vice versa, it shall be deemed to be as design the referenced standards and the manufacturer's recommen * Renewal Date shown on both. The Landscape Architect shall have final authority for clarification. A.At the time of the pre-maintenance period inspection, thce Landscape Architect, Owner"s authorized representative, and governing B. Spacing of Emitters shall not exceed maximum indicated on the drawings. UP Date �P agencies will inspect the work, and if not accepted, will prepare a list of items to be complleted by the Contractor. Punch list to be B. Discrepancies: P g g The Contractor shall not willful) install the irrigation system as shown on the .drawings when it is obvious in the field that checked off by contractor anid submitted to Landscape Architect or Owner's Authorized representative prior to any follow-up 'q'F CF CALtF � C T Y 9 Y C. Riser nipples shall be of the same size as the riser opening in the sprinkler obstructions, grade differences or discrepancies in area dimensions exist that might not have been considered in engineering. Such meeting. This checked off list to indicate that all punch list items have been completed. At the time of the post-maintenaince period 1. In the event of discrepancy, immediately notify the Landscape Architect or Owner's authorized representative. PP P 9 Pbody. obstructions or differences should be brought to the attention of the Landscape Architect as soon as detected. In the event this or final inspection the work will be re-inspected and final acceptance will be in writing by the Landscape Architect, Owner's These drawings and/or the 3.10 Miscellaneous Equipment notification is not performed, the Irrigation Contractor shall assume full responsibility for any revision necessarW. authorized representative, and governing agencies. 2. Do not proceed with installlation in areas of discrepancy until all discrepancies have been resolved. accompanying specifications are the exclusive property of rit on all portions of the work. C. Grades: A. Install all assemblies specified herein according to the respective detail drawings or specifications, using best standard Summers/Murphy & Partners, 1.03 QualityAssurance B. The Owner's authorized representative shall have final authority p practices. Inc. and their use and publi- ntractor shall instruct Owner's authorized representative in the operation and 1. Before starting work, carefully check all grades to determine that work may safely proceed, keeping within the specified cation shall be restricted to the A. Provide at least one English speaking person who shall be present at all times during execution of this portion of the work and C. After the system has been completed, the Co p p maintenance of the irri ationi system and shall furnish a complete set of operating and maintenance instructions. material depths with respect to finish grade. B. Install devices such as rain sensors, master valves, basket strainers and flow sensors as indicated on the drawings antd as original site for which they who shall be thoroughly familiar with the type of materials being installed and the manufacturer's recommended methods of 9 Y P P 9 recommended by the manufacturer. were prepared. Re-use, repro- installation and who shall direct all work performed under this section. D. Any settling of trenches which may occur during the one-year period following acceptance shall be repaired to the Owvner's 2. Final grades shall be accepted by the Public Works Inspector and Landscape Architect before work on this section Will be duction or publication by any allowed to begin. 3 B. Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturer of artiicles used in this satisfaction by the Contractor without any additional expense to the owner. Repairs shall include the complete restoration of all .11 Flushing the System method, in whole or part, is prohibited except by written contract furnish directions covering points not shown in the drawings and specifications. damage to planting, paving or other improvements of any hin d as a result of the work. permission from Summers D. Field Measurements: A. Prior to installation of irrigation heads, the valves shall be opened and a full head of wager used to flush out the lines atnd Murphy & Partners, Inc. risers. C.All local, municipal, and state laws, rules and regulations governing or relating to any portion of this work are hereby incorporated 1.10 Guarantee into and made a girt of these specifications, and their provisions shall be carried out by the Contractor. Anything contained in these 1. Make all necessary measurements in the field to ensure precise fit of items in accordance with the original design. P Contractor shall coordinate the installation of all irrigation materials with all other work. B. Irrigation heads shall be installed after flushing the system has been completed. specifications shall not be construed to conflict witth any of the above rules and regulations of the same. However, when these A. The entire sprinkler system, including all work done under this contract, shall be unconditionally guaranteed against all defects g specifications and drawings call for or describe materials, workmanship, or construction of a better quality, higher standard, or larger and fault of material and workmanship, including settling off backfilled areas below grade, for a period of one (1)year fol lowing the size than is required by the above rules and regulations, the provisions of these specifications and drawings shall take precedence. filing of the Notice of Completion.o 2.All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions prior to proceeding with 3.12 Adjusting the System Z work under this section. W B. Should an problem with lithe irrigation system be discovered within the guarantee period, it shall be corrected b the Contractor A. Contractor shall adjust valves, align heads, and check the coverage of each system prior to coverage test. CU D.All materials supplied for this project shall be new and free from any defects. ,All defective materials shall be! replaced immediately Y P 9 Y g P Y W 3. Exercise extreme care in excavating and working near a;xistin utilities. Contractor shalll be responsible for damages tto J at no additional cost to Owner. at no additional expense to owner within ten (1 0) calendar days of receipt of written notice from Owner. When the nature of the g g g P g 0 repairs as determined b the Owner constitute an emergency i.e. broken pressure line the Owner may proceed to make repairs at utilities, which are caused by his operations or neglect. B. If it is determined by the Landscape Architect or Owner's ;authorized representative that additional adjustments or nozzle p y g y ( P ) y P P changes will be required to prcovide proper coverage, all necessary changes or adjustments shall be made prior to any planting. W t existing improvement resulting either from fault materials or workmanship, or the Contractor's ex ense.An and all damages o P 9 P 9 Y E. The Contractor shall secure the re uired licensees and ermits including paymients of charges and fees, give. required notices toP Y 9 q P Diagrammatic Intent:E. public authorities, verify permits secured or arrangements made by others affectiing the work of this section. State of California from the necessary repairs tco correct same, shall be repaired to the satisfaction of the owner by the Contractor, all at no additional cost to the Owner. C. The entire system shall be operating properly before any planting operations commence. Z O licensed contractor is recommended. The drawings are essentially,diagrammatic. The size and location of equipment and fixtures are drawn to scale where C. Guarantee shall be submitted on Contractors awn letterhead as follows: possible. Provide offsets in pi ping and changes in equipment locations as necessary to conform with structures and to awoid D. Automatic control valves are to be adjusted so that the irrigation heads and drip tubing operate at the pressure tA LU C 1.04 Submittals obstructions or conflicts with (other work at no additional expense to Owner. recommended by the manufacturer. to LU LU A. Materials List: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM adF. Layout: 3.13 Testing and Observation an irrigation system materials are ordered)from suppliers or delivered to the job site, submit to We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials and uw o 1. After award of contract and before y g y PP 1. Prior to installation, the Contractor shall stake out all pressure supply lines, routing and) location of sprinkler heads, valves, A. Do not allow or cause any(of the work of this section to be covered up or enclosed until it has been observed, tested aind Q N the Owner a complete list of all irrigation system materials, or processes proposed to be furnished and installed as part of this workmanship, and the work has been completed in accordance with the drawings and specifications, ordinary wear and tear and contract. unusual abuse, or neglect excepted. We agree to repair or replace any defective material) during the period of one year from date of backflow preventer, and autormatic controller. accepted by the Landscape Architect, Owner, and governing agencies. M o filing of the Notice of Completion and also to repair or replace any damage resulting from the repairing or replacing of stuch defects erepairsIr replacements within 10 calendar days following written notification 2. Layout irrigation system and make minor adjustments required due to differences between site and drawings. Where (piping B. The Contractor shall be sorely responsible for notifying the Landscape Architect, Owner„ and governing.agencies, a 2. The submittals shall include the following information: at no additional cost to the owner. We shall make such o p Y 9 4<� <a by the owner. in the event off our failure to make such repaiirs or replacements within the time specified after receipt of written notice is shown on drawings under paved areas, but running paraillel and adjacent to planted areas, install the piping in the plarnted minimum of 48 hours in advance, where and when the work is ready for testing. iid repairs or replacements made at our expense and we will a the costs areas. , r we authorize the owner to proceed to have salt a. A title sheet with the job name, the contractors name, contractors address and telephone number, submittal date and submittal from owner, u p p p P pay C. When the sprinkler system is completed, the Contractor shall perform a coverage test of each system in its entirety to number. and charges therefore upon demand. G. Water Supply: determine if the water coverage for the planted areas is complete and adequate in the presence of the Landscape Architect. b.An index sheet showing the item number i.e. '1,2,3, etc.); an item description i.e. sprinkler head); the manufacturer's name(i.e. PROJECT NAME: 9 ( ) ( water supply shall be at the locations shown on tthe drawings. Minor changes D. The Contractor shall furnish all materials and perform all Nwork required to correct any inadequacies of coverage due to Connections to or the installation of the vat Hunter Industries); the item model number(i.e. 1-4I0-ADV/36V); and the page(s) iin the submittal set that contain the catalog cuts. , PP y 9 9 caused b actual site conditions shall be made at no additional expense to Owner. deviations from the plans, or where the system has been wil(fully installed as indicated on the drawings when it is obviously PROJECT LOCATION: Y p inadequate, without bringing this to the attention of the Landscape Architect. This test shalll be accepted by the Landscape c. The catalog cuts shall be one or two pages from the most recent manufacturer's catalog that indicate the product submitted. Do not submit parts lists, exploded diagrams, price lists or other extra information. CONTRACTOR NAME: H. Electrical Service: Architect and accomplished before starting any planting. d. The catalog cuts shall clearly indicate the manufacturer's name and the item model number. The item model number, all ADDRESS: 1. Connections to the electrical supply shall be at the locations shown on the drawings. Mlinor changes caused by actual) site E. Final planting inspection wi II not commence without record drawings as prepared by the Irrigation Contractor. specified options and specified sizes shall be circled on the catalog cuts. TELEPHONE: conditions shall be made at rno additional expense to Owner. 3.14 Maintenance e. Submittals for equipment indicated on the legend without manufacturer names, or"as approved", shall contain the manufacturer, SIGNED: 2. Contractor shall make electrical connections to the irrigation controller. Electrical poweir source to controller locations shall be provided by others. During the maintenance period the Contractor shall adjust and maintain the irrigation system in a fully operational conditiion Class or Schedule, ASTM numbers and/or other certifications as indicated in these specifications. DATE: providing complete irrigation coverage to all intended plantinigs.T 3.02 Trenching f. Submittal format requirements: 3.15 Completion Cleaning A. Excavations shall be strai ht with vertical sides, even rade, and su art pipe continuously on bottom of trench. Trencching300 i. Submittals shall be provided as one complete package for the project. Multiple partial submittals will not be reviewed. PART 2 - MATERIALS q g support 2.01 Summary excavation shall follow layout indicated on drawings to the depths below finished grade antd as noted. Where lines occur Clean up shall be made as each portion of the work progresses. Refuse and excess dirt shall be removed from the site, ;all O under paved area, these dimensions shall be considered below subgrade. walks and paving shall be bro�omed, and any damage sustaiined on the work of others shalll be repaired to original conditiions. I cc ii. Submittal package shall be stapled or bound insuch a way as to allow for disassembly for review processinfg. Use only new materials of the manufacturer, size and type shown on the drawings and specifications. Materials or equiipment _ Q iii. Submittal package shall have all pages numbered in the lower right hand corner. Page numbers shall correspond with submittal installed or furnished that do, not meet Landscape Architectt's, Owner's, or governing agencies standards will be rejected and shall • Provide minimum cover of 18 inches on pressure supply lines 2 inches and smaller. END OF SECTION index. be removed from the site at no expense to the Owner. O W C. Provide minimum cover of 18 inches for control wires. CITY OF PALM DESERT MAINTENANCE 0 R 3. The Landscape Architect or Owner's authorized representative will allow no substitutions without prior written acceptance. No 2.02 Pipe � t D. Provide minimum cover of 36 inches on pressure supply lines under vehicular travel ways. 1. The Contractor shall maintain during installation a sufficient number of men and adequate equipment to perform the work (0 changes without City approval. herein specified_ All maintenance work shall meet or exceed the the City of Palm Desert's "Low Water Ordinance"; and followCV A. Pressure supply lines 2 Troches in diameter shall be Class 315 solvent weld PVC. Piping shall conform to ASTM D22411. the maintenance schedule & uidelines established in the City of Palm Desert's "Desert Fllora" Maintenance Guide, current cm 4. Manufacturer's warranties shall not relieve the (Contractor of his liability under the guarantee. Such warranties shall only E. Provide minimum cover of 9 inches for non-pressure liras. g y Z Q N edition. � Z r supplement the guarantee. B. Non-pressure lines 3/4 inch in diameter and larger downstream of the remote control valve shall be CL. 200 solvent weld PVC , conforming to ASTM D1785.. F. Pipes installed in a common trench shall have a 4-inch miinimum space between pipes. O = 0 T' 5. The Landscape Architect or Owner's authorized representative will not review,the submittal package unless provided in the format described above. 2.03 Metal Pipe and Fittings \�-�3.03 Backfiiling W >. = Z � A. Brass pipe shall be 85 peircent red brass, ANSI, IPS Standard 125 pounds, Schedule�40 screwed pipe. A. Backfill material on all lines shall be the same as adjacent soil free of debris, litter, and rocks over 1/2 inch in diameterr. Z � U 5; dam' B. Substitutions: 3: Q cc M 1. if the Irrigation Contractor wishes to substitute any equipment or materials for those equipment or materials Ilisted on the irrigation B. Backfill shall be tamped in 4-inch layers under the pipe wind uniformly on both sides for the full width of the trench and the CERTIFICATE ❑F PROJECT COMPLETION O � r � v drawings and specifications, he may do so by providing the following information to the Landscape Architect orr Owner's authorized B. Fittings shall be medium brass, screwed 125-pound class full length of the pipe. Backfilll materials shall be sufficiently damp to permit thorough compaction, free of voids. Backfill slhall representative for approval. No changes without City approval. C. Copper pipe and fittings shall be Type "K" sweat soldered. be compacted to dry density equal to adjacent undisturbed soil and shall conform to adjacent grades. Project Name:_________________ Parcel Map or Tract No.c_----------_-____ 2. Provide a written statement indicating the reason for making the substitution. 2.04 Plastic Pipe and Fittings C. Flooding trenches in lieu of tamping is not allowed. Project Location:-------------------------------------------------- 3. Provide catalog cut sheets, technical data, and performance information for each substitute item. D. Under no circumstances shall truck wheels be used to compact backfill. Maximum Water Allowance:___________________________________________ A. Pipe shall be marked conttinuously with manufacturer's name, nominal pipe size, schedule or class, PVC type and grade, National 4. Provide in writing the difference in installed price if the item is accepted. Sanitation Foundation approcval, Commercial Standards designation, and date of extrusion. (In hundred cubic f eet) E. Provide sand backfill a miunderimum of 4 inches over and under all piping under paved areas. 1.05 ExistingConditions B. All plastic pipe shall be extruded of an improved PVC virgin pipe compound in accordance with ASTM D2672, ASTMi D2241 or Estimated Total Annual Water Use: Q 3.04 Piping P 9 ASTM D1785. (in hundred cubic f eet) N ------------------------------------------------ A. The Contractor shall verifyand be familiar with the locations, size and detail of points of connection provided as the source of Q Z A. Piping under existing pavement may be installed by jackiing, boring, or hydraulic driving). No hydraulic driving is permittted Z water, electrical supply, and telephone line connection to the irrigation system. C. All solvent weld PVC fittings shall be standard weight Schedule 40 (and Schedule 80 where specified on the irrigatiorn detail E sheet) and shall be injection molded of an improved virgin IPVC fitting compound. Slip PV'C fittings shall be the "deep socket" under asphalt pavement. Preliminary Project Documentation Submitted: (initials indicates submittal) Z :5 CC 0- B. Irrigation design is based on the available static water pressure shown on the, drawings. Contractor shall verrify static water on the bracketed type. Threaded plastic fittings shall be injection molded. All tees and ells shall be side gated.All fittings shall (conform to ----- 0 project prior to the start of construction. Should a discrepancy exist, notify the Landscape Architect and Owner"s authorized ASTM D2464 and ASTM D21466. B. Cutting or breaking of existing pavement is not permitted.. 1, Grading design plan representative prior to beginning construction. O W P P 9 9 C. Carefully inspect all pipe a nd fittings before installation, removing dirt, scale, burrs, and reaming. Install pipe with all -____2, Landscape design plan 0. - a D. All threaded nipples shall be standard weight Schedule t80 with molded threads and shall conform to ASTM D1785. li C. Prior to cutting into the soil, the Contractor shalll locate all cables, conduits, sewer septic tanks, and other utiilities as are markings up for visual inspecttion and verification. ----- J Q commonly encountered underground and he shalll take proper precautions not to damage or disturb such improvements. If a conflict E. All solvent cementing of plastic pipe and fittings shall be a two-step process, using primer and solvent cement applied per the 3. Irrigation design plan W U V I exists between such obstacles and the proposed.work, the Contractor shall promptly notify the Landscape Architect and Owner who manufacturer's recommendattions. Cement shall be of a fluiid consistency, not gel-like or ropy. Solvent cementing shall be in D. Remove all dented and daimaged pipe sections. ----- 4, Irrigation schedules W . 0 will arrange for relocations. The Contractor will proceed in the same manner if a rock layer or any other such conditions are conformance with ASTM D2564 and ASTM D2855. IX E. All lines shall have a minimum clearance of 4 inches from each other and 12 inches frorrn lines of other trades. I F. When connection is plastic to metal, female adapters shall be hand tightened, plus one turn with a strap wrench. Joint compound Post installation Inspection: (initials indicate completion) UJ Q encountered. D. The Contractor shall protect all existing utilities and features to remain on and adjacent to the project site during construction. shall be non-lead base Teflon paste, tape, or equal. F. Parallel lines shall not be installed directly over each other. ----- Contractor shall repair, at his own cost; all damage resulting from his operations or negligence. A, Plants installed as specified � W � p 9 9 G. In solvent welding, use onily the specified primer and solwent cement and make all joints in strict accordance with the X 2.05 Valves manufacturer's recommended methods including wiping all (excess solvent from each welds.Allow solvent welds at least '15 _____B, Irrigation systems installed as designed Q in W E. The Irrigation Contractor shall coordinate with the General Contractor for installation of required sleeving as shown on the plans. A. Ball Valves minutes setup time before moving or handling and 24 hours, curing time before filling. ec F. The Contractor shall verifyand be familiar with the existing irrigation systems in areas adjacent to and within the Project area of Comments:___________________________________ M J �' H. PVC pipe shall be installed in a manner, which will provide for expansion and contraction as recommended by the pipce M 'Q Z work. 1. Ball valves shall be of the manufacturer, size, and type indicated on the drawings. __ __ ____________ manufacturer. ------------------------------ 0 G. The Contractor shall protect all existing irrigation systems, in areas adjacent to and within the project area of work, from damage 2. Ball valves shall be constructed of PVC and shall be fullly ported. Bail valves shall have threaded connections. T MaV I. Centerload ail plastic pipe prior to pressure testing. A copy of th(s certification has been provided to ❑weer/Developer and District * � due to his operations. 3. All ball valves shall have a minimum working pressure of not less than 150 PSI and shall conform to AWWA standards. ' ' J J. All threaded plastic-to-plastic connections shall be assembled using Teflon tape or Teflon paste. Comments____________________________________ _ U Z V O UJ H. Contractor shall inotify Owner's Representative if any existing system is temporarily shut off, capped or modiified. Provide 48-hour notice, prior to turning off or modifying any existing irrigation system. C. Automatic Control Valves:: K. For plastic-to-metal connections, work the metal connectiions first. Use anon-hardening pipe dope an all threaded a. W t- O I. The Contractor shall repair or replace all existing irrigation systems, in areas adjacent to and within the project area of work, 1. Automatic control valves shall be of the manufacturer, size, and type indicated on the drawings. plastic-to-metal connections, except where noted otherwise.. All plastic-to-metal connections shall be made with plastic female CO CC damaged b the construction of this project. Adjacent irrigation systems shall be made completely operational :and provide complete adapters. It is my opinion that the work outlined above has been completed in substantial p„ VIA � V G g y P g y accordance with Coachella Valley Water District and The City of Palm Desert's coverage of the existing landscaped areas. All repairs shall be complete to the satisfaction of the Owner's Representative. 2. Automatic control valves shall be electrically operated. 3.05 Controller Landscape and Irrigation Guidlines, 1.06 Ins ections 2.06 Valve Boxes SHEET DESCRIPTION P A. The exact location of the controller shall be approved by the Landscape Architect or Owner's authorized representative ------------------------------------------------------------------------------ A.The Contractor shall permit the Landscape Architect and Owner's authorized representative to visit and inspect at all times any A. Valve boxes shall be fabriicated from a durable, weather-resistant plastic material resistant to sunlight and chemical action of before installation. The electriical service shall be coordinated with this location. Landscape Architect Signature Date License No, part of the work and shall provide safe access for such visits. soils. IRRIGATION B. The Landscape Contractor shall be responsible for the final electrical hook up to the irrigation controller. SPECIFICATIONS B. Where the specifications require work to be tested by the Contractor, it shall not be covered over until accepted by the Landscape B. The valve box cover shall be green in color(tan color in decomposed granite) and sectured with a hidden latch mechanism or A2 Architect, Owner's authorized representative, anddor governing agencies. The Contractor shall be solely responsible for notifying the bolts. C.The irrigation system shall be programmed to operate duiring the periods of minimal use of the design area. Landscape Architect, Owner, and governing agencies, a minimum of 48 hours in advance, where and when the work is ready for 3.06 Control Wiring testing. Should any work be covered without testing or acceptance, it shall be, if so ordered, uncovered at the contractor's expense. C. The cover and box shall be capable of sustaining a load) of 1,500 pounds. C. Inspections will be required for the following at a minimum: D. Valve box extensions shalll be by the same manufacturer as the valve box. A. Low voltage control wiring shall occupy the same trench .and shall be installed along the same route as the pressure supply DESIGNED S&A lines whenever possible. DRAWN 1. System layout E. The plastic irrigation valve box cover shall be an overlapping type. These plans have been reviewed by the Coachella Valley Water District in accorcdance S&A B. Where more than one wire is placed in a trench, the wiring shall be taped together in a (bundle at intervals of 10 feet. P T E R with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et se,q. 2. Pressure test of irrigation mainline (Six hours at 125 PSI or 120%of static water pressure, which ever is greater). Mainline 2.07 Automatic Controller Bundle shall be secured to the mainline with tape at interval s of 20 feet. CHECKED requiring efficient landscape and irrigation design in cooperation with the local SBcA pressure loss during test shall not exceed 2 PSI. o/ s c governing agency (City or County). "Approval of this drawing by CVWD staff dioes not DATE A. Automatic controller shall be of the manufacturer, size, and type indicated on the drawiings. C. All connections shall be of an approved type and shall occur in a valve box. Provide an 18-inch service loop at each T R + connection. constitute approval to encroach into district and USBR Rights-of-Way. Trees, plaants, 8.21.06 3. Coverage test of irrigation system. Test shall be performed prior to any plantiing. walls and permanent structure of an kind may not be planted or installed in CVWWD B. Controller enclosure shall be of the manufacturer, size, and type indicated on the drawings. p Y Y p JOB NO. D. An expansion loop of 12 iniches shall be provided at each wire connection and/or directiionai change, and one of 24 inches 261441 P P t 'rmit and USBR easements or right-of-way without first obtaining an encroachment e.. 4 Final inspection prior to start of maintenance period g Y g p • F p p P 2.08 Electrical shall be provided at each remote control valve. C from CVWD. CAD FILE Is 5. Final acceptanceA. All electrical equipment shall be NEMA Type 3, waterproofed for exterior installations. c E. A continuous run of wire shall be used between a controliler and each remote control vailve. Under no circumstances shall D. Site observations and testing will not commence without the field record drawings as prepared by the Irrigatiion Contractor. splices be used without prior,approval. 1osAo9aBo6 DATE WATER MANAGEMENT SUPERVISOR( SHEET NUMBER Record drawings must complete and up to date fair each site visit. B. All electrical work shall conform to local codes and ordinances. Sweeney+ associates IRRIGATION DESIGN AND CONSULTING E. Work that fails testing and is not accepted will be retested. Hourly rates and expenses of the Landscape Architect, Owner's Low Voltage Control Wiiring California L� 9 authorized representative, and governing agencies for reinspection or retesting will be paid by the Irrigation Contractor at no 38730 Sky Canyon Drive,Suite C CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR+ A. Remote control wire shall be direct-burial AWG-UF type, size as indicated on the drawings, and in no case smaller than 14 Murrieta,CA92563 951.1161.6830 •951.'f61,6850 f additional expense to Owner. p P gauge. email@sweeneyassoc.com rililH I I www.sweeneyassoc.com B. Connections shall be of the manufacturer, size, and type as indicated on the drawings OF 15 SHEETS Murrieta,California Austin,Texas Ft.Lauderdale,Florida . . - 1. SUMMERS/MURPHY & PARTNERS, INC LANDSCAPE ARCHITECTS i 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 (949) 443.1446 FAX (949) 443-1631 y ,��; {' ��..6j y Z , �) N_ Cq A ; ! , t � ���F.G M, MurPh iS ' 11 I I i \ _ 0 __ -. .- "` ._ . _- __ ; --- _ Iil.- Signature - -31-08 I I <-'1 bI,L�iI, t e�Ia.<i xd<Xa - - _ - 7 _ , _- - --. A. Renewal Date -- - - _ _ - _ - - - -- _4- - ___-__ -- —.- --- --- -- ; 7J ems; __ -- _ -- - ae FS �TF OF CAI F0 (I.��-11-1,I-!-._-I�----_I--0,,,I 1-''Il.1l-1--1_.(11-.1 .-7',-_II,..I'I(7"I 1. bLcj 1,l-1-'�1�f�1,"'-1',E"1\,-._I,,1 II�,1 I-,.1'1.I:',__,) y I s1 11'�--f, -) I <� , r ��;,, _ - _ - r :.. -,� Thes wings and or the yw.. wv �< e � M -�P A , - u acc a pecific o �.. 48 - -_ - -- _,.n o are the e c'lugive property onsI _ : .KK ._ - ummers/Murphy & Partners,�-z - _ _ _ _..__.___.._-__.__.______.___---_-- - _ _ S and their use and ubli _..___ _._. cation shall be restricted po the _- _ ._.�--_ __- - - ------ ------- - _-___-_.-_------------------_. " C original site for which they - were prepared. Re-use, repro- _-_- _______------- ----__ ------v i._ - -- - .. - 0--- - - - 1 * - duction or publication by any II __ _�-_ _*- '; _._ - n od, in whole or part, is . * — — D--- -- - QV(48} "' ----a-- perm a rs/is on from Summi CF(36) , _, Murphyl & Partner Inc o y . ,3_ __ , o - . x..,t:.ci&.,�k��iw�..�',t'". �.;S w:�..-:C .�,.:;':: :,'.`:,aA,.4_cre>`u..��5t', .._..ch,:l:. 'FaYd.,.„.�3',,.'A,#:ri,::..:.55 z.,�.X;�-:"n'?c+. tip./ - : ... _-. _--.- ..\ : — .. 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C_. -_._ _... _ .__ _. r . _ �- �. ) - __ �, --- . M. o V(36 (15) r _--- - .... OE 36 OE(36) O �! ° .$v _ L .... ... _ _ ._. :-, ,. .; ,_ „ C , Y O at t- - __ __ o _. v I .,, _ _.i 0 N __.__. s _ ,,, , - 0 15 O n.: .1 _. . N „N M „ , - - - , :4r , .: - _... Q T.,... ,,_ ..,,, .. w� ..... . ., a __ w. - �. .._..__..: .._. _ F_ .X _ T. br -, _ -- _.. 1 ( �� I I M . (15) ( ) o = f 0 ) OE(36) oC E(36 » - -f� - W , - ._.. --_ �-__ .----, , -1 ., n. x .. , 7 ,.4 , �, x„ m - - a h .>, ram. PG(48) Z �— _ -1 F V 36 , , ,: Q - xm U � ( ) � ( ) � ( )., -" � . �� — _� t_. ,�._, �- V 36 V 36 tt3 d' -f- ___. _.. __ _.__- _. _.__ , � v - .. - _ _ . ___ ,. -fly ,,r _. w.. _ , 4., r= r- _.. �,<:s ,,. �:�; ,�., .,.�: r_. �.,.� ,a.,,. ��2, _,.._ ....,,;�: .# � � .,ter_ �. _,..- . - :; '. - w - ® , M * FTEL W W�'. , :1 W W a I NE LEGEND TOTAL JOE3 NOTE : Q ALL TREES TO BE LOW BRANCHING SINGLE TRUNK OR N Z MULTI-BRANCHED AS NOTED. ALL TREES TO HA\/E LOWER 5'"t,-lB0L= DESGR I PT I ON SIZE OUANT I TY WATER NEED CONTRACTOR TO INCLUDE 80 Z a Z TREE LEGEND BRANCHES IN-TACT. NO LIFTING OF CANOPY. T0T L , 0B Z CL BOUGAIN\/ILLEA 'SAN DIEGO RED' FLATS OE �" POTS, BLOOMING Q r L `I'MBOL DESCRIPTION SIZE ,$ SPA G I NG OUANTI TY WATER NEED -0 BOUAIN\/ILLEA 15 GAL. 34 LOW / MOD 0.5 ANNUAL COLOR FOR TOTAL cc O W PROJECT. ALL ANNUAL DOLOR CL V- 0. GEL5EMIUM SEMPER\/IRENS AS(36) ACACIA STENOPHYLLA 5&" BOX LOW BRANCH 4 LOW / MOD 0.5 - k CAROL I ANA JESSAMINE � OAL. I _ MOD 0.5 fi0 BE PLANTED IN POTS. � Q U ° GELSEMIUM SEMPER\/IRENS W z o SHOESTRING ACAG I A —} — 15 GAL. 2 MOD O.5 Cv(36) CAROL I ANA JESSAMINE I CC Z Q GALL 15TEMON \/I M I NAL I S SC" BOX LOW BRANCH 7 MOD 0.5 W �� OISTICTI5 'RI\/ERS' 15 CAL. p MOD o.5 J W J BOTTLE BRUSH ROYAL TRUMPET \/INE A T E These plans have been reviewed by the Coachella Valley Water District in accordance W X R with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. Q o W CF(36) �_ LON I CERA JAPON I GA 'HALL I ANA' 5 GAL. I MOD O.5 requiring efficient landscape and irrigation design in cooperation with the local �j M a. CERC I D I UM FLORI DUM Sb BOX LOW BRANCH I LOW O.� HALLS HONEYSUCKLE 01 1\ governing agency (City or County). "Approval of this drawing by CVWD staff does not M Q 2 ° BLUE PALO \/ERDE s T R � 0 _ LON i CiaRA JAPONICA 'HALL i ANA' 15 GAL 8 MOD 0.5 constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, COO p_ O CH(36) HALLS HONEYSUCKLE walls, and permanent structure of any kind may not be planted or installed in CVWD _ * o CHAMAEROPS HUM I L I S Sb" BOX MOD 0.5 and USBR easements or right-of-way without first obtaining an encroachment permit _ Z H O W MED. FAN PALM GREWIA OCCIDENTALIS -A-� 5 GAL. S MOD 0.5 Q W LA\/ENDER STARFLOWER from CVWD. W Q � 0 FS FOUOUIERIA SPLENDENS 15 GAINS MINIMUM 1a7 LOW 0.2 I— cc C0 cUM (15) OCOTILLO O T DATE WATER MANAGEMENT SLJPERVISQR , _', ;��, LI(36) LAGERSTROEMIA INDIGA 56" BOX LOW BRANCH 4 LOW / MOD 0.5 ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE ARCHITECT SHEET DESCRIPTION ° GRAPE MYRTLE PRIOR TO DELI\/ER`I'. CONTRACTOR SHALL PRO\/IDE LAND5CAPE ARCHITECT OE(36) L_��-,'.-,-:I_i_1--4:-.,1_'�,1-7�-—_1__-�_,1 I,.1,.'-_1,"_1.,(,.'�-1,1��-.��_I_-:�I I I,1 I1",-�,;"I_-,.1_,I 1-L--1__-.�_,1___I_1"I",:�,-:[---II_�1"I�-I,-I�,_Z.-�I:,_I-�,--.._I_-I-'I�-I:_'-_--�._�II'—11Il.--I%-_"1_��lI-_-._',1�-I 1'----1-I 11:,,�1;1.1�r,'� _�,._I-�:I4_44,I41 i 11,;�-,1,�-I,1;i__1�,_:-I_�_'.�I._7,1i�1�1__IqII�,II�,,1I�:—1_I_�II,,."_,,,_�,,_,;1'.I��'�.�_---,�,.I__1.,-, _,._._I_._�.,,'-.!."�_�;,III-�I,II-II�I I-II IIII 1I 1 1II-I��II,����,II III.II_II:I�',"-_7;I I-I�'�.--I_f-7 WITH PHOTOGRAPH5 AND SPECIFICATIONS OF MATERIAL RECOMMEENDED TO BE CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR TREE, VINE & C OLEA EUROPAEA (FRUITLESS) 36" BOX & MOD 0.5 PURCHASED B`I' THE CONTRACTOR. FOR ALL TREES ABOVE 56 " BOX GROUNDCOVER FRUITLESS OL I\/E CONTRACTOR SHALL PROW DE PHOTO OF EACH 5PEC I MEN. FOR ALL TREES / NOTE: PLANTING PLAN PG(48) SHRUBS 24" BOX AND UNDER, CONTRACTOR MAY SUBMIT A "REPRESEENTATIVE" NO TREES SHALL BE PLANTED WITHIN C.\/.KD. EASEMENTS OR BOX ON BRANCH 4 LOW / MOD 0.2 RCH I TEGT REsSERVES THE RIGHT TO REJECT _ DESIGNED N OSA 5� L ANDSCAPE � PROSOPIS GLA DUL PHOTOGRAPH. L - 0 �I GHT OF WAYS SMP TEXAS HONEY MESOU I TE MATERIAL DEL I VERY TO THE 51 TE NOT PRE\/I OUSLY APPROVED, OR NOT DRAWN PE(36) REPRESENTATIVE OF THE APPROVED PHOTOGRAPHS. ® I AMENDMENfi NOTE MC PINUS ELDARIGA 36 BOX LOW BRANCH S MOD 0.5 ALL PHOTOGRAPHS SHALL CONTAIN PERSON OR MEASUREING POLE, AND CHECKED AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS ANALYSIS SHALL BE MC AFGHAN PINE FRAME THE ENTIRE TREE / SHRUB. SPEC I E I GAT I ONS SHALL ADDRESS CALIPER DATE PREPARED BY THE OWNER AND FURNISHED TO THE CITY OF PALM DESERT FOR THEIR REVIEW HE I GTH $ WIDTH OF TREE / SHRUB. AND APPROVAL. THE INSTALLING CONTRACTOR SHALL INSTALL ONLY THOSE SOIL 8.21.06 QV(SEE PLAN) ONLY PLANTS W I TH STRONG TRUNKS, GOOD BRANCH GONF I GURATI ON AND AMENDMENT5 AND FERTILIZERS AS APPROVED BY THE CITY OF PALM DESERT LANDSCAPE )OB NO. INIANA 5 l BOX LOW BRANCH I LOW / MOD 0.2 SPECIALIST. 261441 QUERGUS \/IRG INTACT LOWER BRANCHES WILL BE ACCEPTE=D. CAD FILE Q SOUTHERN LI\/E OAK 4a BOX LOW BRANCH ALL PLANT MATERIAL SHALL MEET THE AMERICAN NURSERY STANDARD ANSI SHEET NUMBER NOTE : 300 AND AR I ZONA NURSERY I SA STANDARDS. NOTE : SCALE : Val' = I '-011 LL INSTALLATION AND MA I NTENANGE SHALL MEET OR EXCEED THE G 1 TY NO TRES SMALL BE PLANTED W I TH I N C. 1.W.D. EASEMENTS OR I OF F,�D � DESERT S LOW WATER ORDINANCE AND FOLL=OV� THE REGARDLESS OF PREVIOUS LANDSCAPE ARCHITECT OR OWNER APPR0�AL5; MAINTENANCE 5C,HEDULE ,$ GUI DEL I NES ESTAE3L I SHED IN THE C 1 T1' OF THE C 1 TY OF PALM DESERT LANDSCAPE INSPECTOR AND MANAGER RESERVES RIGHT=OF WAYS NORTHOF 15 SHEETS AL� -1 DESERT'S "DESERT FLORA MAINTENANCE GUIDE, CURRENT EDITION. THE RIGHT TO REJECT ANY AND ALL PLANT MATERIAL. . - . � . - I . . . . I I . I . � I ,. ,� �. � � - . ,� � I ; I .- . . - .... I - - - I ___ - - __ - - __ - — - ; � ......�" _.......I t" � . I.�'f'.,,�4 .1 4 . , ,�§, i 1�'j,� _. ,1�"-� r I I ,0--k-) � I � , il V ','� ,� �� ) Dtt.- "�_.,Aj ,"W" , � 'o il� C y.f4"_ i � — ,� I , . . I � I : � . 0 � . : � . � I I ___ -_ SUMMERS/MURPHY & PARTNERS. INr_ . . - I . 1. .. I � I LANDSCAPE ARCHITECTS . .I .1 � � I I I ($� �, � & 34197 COAST HICHWAY, SUITE 200 i I I _. I . 1. . 1. �. 11 . 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I1---I---,___ __ __ I. -_11-1,--- I I- - T" 1 .111 1.1111- 1_111.1-111-1 -�,� ll,�,�'ll'"'I�,. �1--l.��'. . .__ __ I1� .I -I-, ----------- - ___._1_. 1__.__ 1-11 ___.______ I .I— I-I- 1_ "I 11 -1-- . I I -- .___ _1 - I I� . - � - 11, z < __1-. 11�-------- , _ I I - - --- 11 I 11 _. I - - . - - .� 1. I...I I .1 11 _ I __ I—, I_1 .1 , .-Ill I--..,- _ - - .11, . 11 - - 11 - ' 'I 1 . 11-11111 I 1_11.1 1 . 11-1 11 111. 1 __1 11 I 11- -I I I I.- 11 L,111 .1 "I 11� 11_ 11.1-1.11, --I.- _." ___11--- 1.- I I � I I 0 T 11 1_1111, -_ Ir SHRUB LE&ENr�): - TOTAL FROJEC,T 0 T - qt 6� .j CO Lu M L" =) z O..... S)"MBOL I�IESC,RIPTION SIZE allANTIT"'r NATER NEEI:;) SFAGINO z >- 0 . 0) NOTE: 3r. > qt �_, 61 to Ix 0) L A6A\/E AMERICANA 15 &AL CI LON 0.2 0 T, amm *kwo C,ENTUR"r PLANT ALL PLANTERS TO REC,EIVE DEC,O�'IFOSED &RANITE. REFER TO FINISH — I A&A\/E &EMINIFLORA 5 6AL 10 LON / MOD 0.5 4' 5(f,HEL;)ULE, SHEET L- 1 ( )—TNIN FLONER A6AVE I � A&A\/E I-,)ESMETTIANA 15 6AL 4 LON / MOD 0.5 4' NOTE : (: )_A6A\/E ALOE BARBADENSIS 5 OAL & LON 0.2 -41 < ALL PLANT MATERIAL SHALL BE APPROVED B"'r LANDSCAPE ARC,HITEC,T (: )—ALOE \/ERA SOIL A�-IENI'_-�t,--IENT NOTE N co Rc, I Ec PRIOR TO r;)ELI\/ER'-r. r_,ONTRAC,TOR SHALL FRO\/Ir;�E LANr;)Sr-..APE A H T 'T z < z KTH PHOTO&RAPHS AND SPEr,IFI(f,,ATIONS OF MATERIAL RECIOMMENr;�El;) TO BE 0 ASr-,LEPIAS SUBULATA 15 &AL a LON 0.2 41 AT THE CONCLUSION OF ROU6H 6RADIN6, AN A6RONOMIC SOILS ANALYSIS SHALL BE < z 4� 1:;IESERT MIL<NEED PREPARED BY THE OkNNER AND FURN15HED TO THE CITY OF PALM DESERT FOR THEIR REVIEY� it CC (L FURC,HASED B�� THE C,ONTRAC-,TOF,. FOR ALL TREES A50\,/E 56 " Box/ AND APPROVAL. THE IN5TALLIN& CONTRACTOR, SHALL INSTALL ONLY THOSE SOIL 0 LL -SERT LANDSCAPE � CL AMENDMENTS AND FERTILIZERS AS APPROVED BY THE CITY OF PALM PE W Uj C,ONTRAC,TOR SHALL PROVIDE PHOTO OF EAC,H SPEC.,IMEN. FOR ALL TREES /11 (��_ BAILE'*rA MULTIRAr�)IATA 5 &AL 11� LON 0.2 1.51 SPECIALIST. iL .J < SHRUBS 24" BOX AND UNDER, C_-,ONTRAr_..TOR MA'7" SUBMIT A "REPRESENTATIVE DESERT MAfP,IOOLD SC,Af=�E ARC.,HITEr_,T RESERVES THE RIOHT TO REJEC,T W 0 Cl) BOU6AIN\/ILLEA "RASFBERR'-r ICE" al C0 < 0 MATERIAL DELI\/ER`r TO THE SITE NOT PRE\IIOUSL'�r AFFRovED/ OR NOT (�) BOUOAIN\/ILLEA ., 5 OAL a MOD 0.5 1 III..z a REFRESENTATI\,/E OF THE AFFROVEZ� PHOTOORAPHS. a: Z GALLISTEMON \/IMINALIS 'LITTLE JOHN' 5 &AL 61 V W < ALL PHOTO&RAPHS SHALL C�,ONTAIN A PERSON OR �-IFASUREIN6.7 POLE/ AND 1-7 MCI:;) 0.5 co .j FRAME THE ENTIRE TREE / SHRUB. SPE(f�IFIC,ATIONS SHALL ADDRESS r-'ALIPER, X DNARF NEEFIN& E30TTLE SRU5H .j W X HEIGTH $ KE)TH OF TREE / SHRUB. < in Uj CEREUS PERUVIANU5 I .j (�:/C/ PERU\/IAN TORC,H 15 OAL a , LON 0.2 5 � I i,_ IL,j��'�" I,--- M (L " 11 v � ,CNF16URATION AND " �: ONL�'r PLANTS kNITH STRONO TRUN<S, 000r;� BRANC,H C , �, , " ,, ,!,� - :�I,� '4 �11 �, CIO t� I 3v INTAC,T LO�NER BRANC.,HES KLL BE AC,r-..EFTED. C,ISTUS FURFUREUS 11 - CO _J .M & 51 3: CV) < Ror-K ROSE 5 OAL 11� MOD 0.5 C,) 0. 0 -- CO * U. 0 ALL PLANT MATERIAL SHALL MEET THE AMERIC,AN NURSER"r STANDARD ANSI C,"rC,AS RE\/CLUTA 15 &AL I LON / mor;) o.5 5, N I �� z �- 0 -j 500 AND ARIZONA NURSER"r ISA STANDARDS. SA60 PALM 11� 11 i f 1� These plans have been reviewed by the Coachella Valle Water District i U 4< () Uj 11 I ::: y in accordance Uj a ) jz � with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. 0% < � 0 W_ 0- a: � RE&ARDLESS OF PREVIOUS LANDSC,APE ARC,HITEC.,T OR 06NER AEFROVALS; HF_Sf::>E-RALOE PAR\/I FLORA 15 &AL 1151 LON 0.2 51 requiring efficient landscape and irrigation design in cooperation with the local 0- RED `rU r-,r-..A (j) iii- a 2 i THE C,IT%r OF PALM DESERT LANPSC,APE INSFEr-JOR AND MANA&ER RESER\/Es (: ) 1�)AS"I`LIRON NHEELERI 51 10 / 8 RIC _\ governing agency (City or County). "Approval of this drawing by CVWD staff does not I I --- THE RIOHT TO RE,JEr-.,T AWr AND ALL PLANT MATERIAL. i DESERT SPOON 15 &AL 5 LON 0.2 constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, SHEET DESCRIPTION walls, and permanent structure of any kind may not be planted or installed in CVWD I LANTANA C.,AMARA VAR5. 1NEA &OLD' 5 OAL �cf mol;� 0.5 61 and USBR easements or right-of-way without first obtaining an encroachment permit SHRUB / I NEN &OLL-� LANTANA from CVWD. NOTE : � PLANTING PLAN LA\/ANDULA ANOUSTIFOLIA 5 &AL 61� LON 0.2 51 - C, "r VD DATE WATER MANAGEMENT SUPERVISOR. ALL INSTALLATION AND ��AINTENANC,E SHALL �-IEET OR EXC,EEE� THE , IT 0— OF PAL�-1 DESERT'S ''LO�N �NATER ORI;)INANC.,E " AND FOLLO�N THE A .LEUr_,,OPH'�rLLUM C,ANDIDUM 15 OAL 14 LON / MOD 0.5 151 DESIGNED �-IAINTENANC.E Sr_,HEL-,)ULF $ OUIr;)ELINES ESTABLISHED IN THE CIIT)" OF SA&E DRAWN SNIP I I PAL�� DESERTS "L_;�ESEHRT FLORA" MAINTENANC.,E- OUIOE, C.,URRENT EDITION. (E�_ LIRIOPE MU5C,AR 5 OAL I I(b MOD 0.5 lall CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR MC 510 BLUE LIL'�r TURF CHECKED I MC I (P)— PENSTEMON SUPERBU5 5 67AL 3a LON 0.2 1 .5 1 DATE SUPERB PENSTEMON 8.21.06 X ROSMARINUS OFFIC,INAL15 5 OAL 11� MOE;) 0.5 61 308 NO. 261441 A . ROSEMAR`�r ' I CAD FILE . I 1�r "rUC,C,A ELATA 15 OAL & LON 0.2 &I � I SHEET NUMBER SOAP-TREE `rUC,CA SCALE : Va " = I '-011 - � I @ 'Y'Ur-,r-,A BAr-.,C,ATA 15 &AL 16 LON 0.2 &I z BANANA YUr_,C-,A ; � ; ZENNIA &RANDIFLORA 5 OAL 30 LON 0.2 1 .5 1 1 L�11 i 17,in ro-) �_,t , , , , , , , " -, __ - D, I I I � %. 11_�) 1� , ")c - __ __ Cz �__ FRAIRIE 2_7 INNIA 01 01 16, 2., NORTH r'' M - ____ __ - ____ __ - - - L OF 15 SHEETS -] I � � . � . . � . . . . . . � I . . . . � . � . i O PREVAILING I. 'CINCH-TIE' BY V.I.T. CO. 0) ' WIND 12" 1.2 (61q) 6-73-1-760 O 2 In 2. LODGEPOLE PINE STAKE ' PLAN x 12' LONG FOR I— j (� SUMMERS/MURPHY PARTNERS, INC ALL TREES. GUT-OFF LANDSCAPE ARCHITECTS EXCESS STAKE TO MINIMIZE - 3 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 DAMAGE TO TREE. (949) 443-1446 FAX (949) 443.1631 J 3. 2" COMPACTED LAYER DECOMPOSED GRANITE. �AN�scgp REFER TO TREE PLANTING 4 �F,� M Murphy Fqp PLAN FOR SPECIFICATION. ti TOP OF ROOT GROWN TO �Lj 1G� OjCO BE AT FINAL GRADE. 2 -III II1= Signature 4. FINAL GRADE I I ( 1 I I 7-31-08 _ * 3 5. 100% NATIVE BAGKFILL I I III III III I Renewal Date_ 6. PLANT PIT EXEGAVATION Date o���P Q. I I I I F' CA Li -l. ROOTBALL � o These drawings and/or the 5 8. UNDISTURBED NATIVE 3 X DIAMETER accompanying specifications OF ROOT BALL are the exclusive property of 5UBGRADE. Summers/Murphy & Partners, 6 Inc. and their use and publi- I. SHRUB- REFER TO PLAN FOR TYPE LOCATION cation shall be restricted to the _) original site for which they . NOTE: 2. 2" LAYER OF COMPACTED DECOMPOSED GRANITE- were prepared. Re-use, repro- (_) _ MIN. TWO TIES (TOP BOTTOM) REFER TO TREE PLANTING PLAN FOR SPECIFICATION. duction or publication by any method, in whole or part, is I TOP OF ROOT GROWN TO BE AT FINAL GRADE.II REQUIRED. prohibited except by written -I III WRAP STAKE TO FORM 3. FINAL GRADE permission from Summers/ FIGURE EIGHT. NAIL W/ (1) 4. 1005116 NATIVE BAGKFILL Murphy & Partners, Inc. GALV. NAIL THROUGH EACH TIE INTO POLE. 5. PLANT PIT EXCAVATION ROOTBALL 3 X DIAMETER -7. UNDISTURBED NATIVE 5UB6RADE OF ROOT BALL ALL PLANT INSTALLATION SHALL MEET THE ALL PLANT INSTALLATION SHALL MEET THE CITY OF PALM DESERTS CURRENT INSTALLATION CITY OF PALM DESERT'S CURRENT INSTALLATION Z AND MAINTENANCE GUI DEL I NES. AND MAINTENANCE GUI DELI NES. z 110 DETAIL ,] 4 DOU5LE STAKED TREE PLANTING I SHRUE3 PLANTING Q N o 0 z aaaaaa a o I �- a ROW 3 O O 2 2 ) 3 ROW 2 O ROW I = O o N 4 I-III I I I- -1 iE.III - - O -I I �-► l � 1 1 1 _I -1 � ' 0 W - 3/8" STAINLF-55 STEEL EYE SCREW IN _ 7 O > LEAD SHIELDS 3 X DIAMETER O OF ROOT BALL N O 2. 12 GA. GALVANIZED WIRE. SECURE VINE I. TREE OR SHRUB - REFER TO PLAN FOR TYPE & LOCATION 0) 0 TO WIRE WITH NURSERYMAN'S TAPE 0 cm 2. 2" LAYER OF COMPACTED DECOMPOSED GRANITE- Z <C '; 3. FUTURE EYE SCREWS REFER TO TREE PLANTING PLAN FOR SPECIFICATION. O = U r TOP OF ROOT BALL TO BE AT FINAL GRADE. w J LLI co V 4. ANGLE BACK3. FINAL GRADE TRUNK OF VINE TO WALL Z _ AND REMOVE STAKE, SECURE TO WIRE 4. 100% NATIVE BAGKFILL Z 5. PLAN PIT EXCAVATION O V 5. MASONRY WALL 6. ROOTBALL NOTE 7. UNDISTURBED NATIVE 5UBGRADE • FOR 5 GALLON VINE, INSTALL ROWS I AND 2. S. EXISTING SLOPE FOR 15 GALLON VINE INSTALL ROWS I 2 AND 3. ALL PLANT INSTALLATION SHALL MEET THECITY OF PALM 1;)E5ERT'S CURRENT INSTALLATION THIS DETAIL PERTAINS TO ALL FENCE/MASONRY WALLS, AND MAINTENANCE GUIDELINES. NOT BUILDING WALLS. VINES AT BUILDING WALLS TO BE ATTACHED TO WOOD TRELLIS. N C0 Z Q z _ Z 4 BALL VINES TO BE STAKED*** Q � DETAIL < a DETAIL H - - cc r V i A IT I 2 TREE PLANTING w U. _° (L _J C Q W i E NOTES: ALL PALM TREES ARE TO BE o Ne "BARE ROOT" AND MEET Q THE MINIMUM BROWN TRUNK SPECIFICATION AS D_ ? r �{�---- INDICATED ON PLA= , _ P�,,_,f% C v 1. 2" LAYER OF COMPACTED _ 0- DECOMPOSED GRANITE- REFER Z 'y TO TREE PLAN FOR SPECIFICATION 1L1 fY w 2. TOP OF ROOTBALL TO BE ce a � Z Z 1 AT SAME ELEVATION AS o- V d DUG FROM FIELD. Z �.J ROOT. BALL S SHEET � p ri--- w 3 4. FINAL GRADE PLA LU 4 DE" tK 5. NATIVE SAND BAGKFILL 6. UNDESTURBED NATIVE 5UBGRADE DE5 =1 I I L III= °i -1 I III-1 11= C 5 X DIAMETER OF ROOT BALL ALL PLANT INSTALLATION SHALL MEET THE CITY OF PALM DESERTS CURRENT INSTALLATION -AND MAINTENANCE GUI DELI NES. 12 DETAIL L '::;f DETAIL i - ► I A I >- PALi FLA1NTI - i II. GENERAL NOTES I. 61=NERAL SITE PLANNING AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS ANALYSIS SHALL BE A. Glean-Up SUMMERS/MURPHY A PARTNERS, INC PREPARED BY THE OWNE AND FURNISHED TO THE CITY OF PALM DESERT FOR THEIR REVIEW L4197 ARCHITECTS CO E R AND APPROVAL. THE INSTALLING CONTRACTOR SHALL INSTALL ONLY THOSE SOIL DANA POINT, CALIFORNIA 92 COAST HIGHWAY, SUITE 200 29 AMENDMENTS AND FERTILIZERS AS APPROVED BY THE CITY OF PALM DESERT LANDSCAPE I. After all installation operations have been completed, remove all DAN SPECIALIST. rubbish, excess soil, empty plant containers and trash from the site daily. t` 9) '�3- FAX (949) 443-1631 II scars ruts or other marks in the area caused b this work shall be A _ A. Weed Control for planting Areas (Except Slopes) repaired and the ground left in a neat, orderly condition. Leave site in NIDSC broom-clean condition at the end of each working day. Sweep all ���,o M,Murpt,��-1 I. Remove all existing weeds from site. paved areas, including walks and patios, upon completion of all work. do y 2. install 'irrlgatlon. w Q� o' Signature 7-31-08 3. A State of California Licensed pest control applicator shall apply systemic B. Maintenance * Renewal Date weed killer to all proposed planting areas per manufacturer's specifications. I. The Ca Contractor shall maintain during installation a sufficient number of sTq�FC)p L'Fo���P workers and adequate equipment to perform the work herein Specified. e all maintenance work shall meet or exceed the the City Of Palm Deserts These drawings and/or the "Low water ordinance"; and follow the maintenance schedule a guidelines accompanying specifications established in the City of Palm Desert'S "Desert Elora" are the exclusive property of Maintenance Guide, current edition. Summers/Murphy & Partners, Inc. and their use and publi— B. Soil Preparation 4 Finish Grading cation shall be restricted to the original site for which they I. Rough grade: Site to be received by Landscape Contractor to within were prepared. Re—use, repro- 1/10 foot plus or minus by owner based upon Civil Engineer's grading plan. duction or publication by any 2. After all work has been completed, inspected and accepted, all areas method, in whole or part, is will be maintained for a period of ninety (10) calendar days or as long prohibited except by written 2. Finish grade: Finish grading to consist of grading, raking and hand work as is necessary to establish thriving trees, vines � Shrubs. permission from Summers/ necessary to achieve desired contour and f low line patterns, based Murphy & Partners, Inc. upon Civil Engineer's plans, resulting in evenly finished surfaces free of debris and litter. 3. Keep all areas weed-free, adequately watered, and neat for the ninety (q0) day period. Remove all debris from site and keep 3. Shape mounds as shown On the tree planting plans. the entire site broom-clean. Contractor to import Soil necessary to attain design grades and berms. All import soil shall be free of weeds, debris, and shall be 4. Damage to any planted area shall be repaired immediately. Depressions similar to existing site soils in texture, type and chemical analysis. caused by vehicles or foot traffic Shall be filled with topsoil, leveled Finish grading shall be free of depressions or high spots, to provide and replanted. Exterminate gophers, moles and repair damage. smooth and even surfaces for proper drainage. Final grade shall be Decomposed granite Shall be replaced as needed. Z 0 I" below Nalk/top of curb. Remove from the site all stones over 2" in _ size. 5. The project shall be so cared for that a neat, clean Condition will be 4. Top dress all gshrub areas with a 2 " lay of compacted decomposed granite. presented at all times to the satisfaction of the Owner and LandscapeLU Refer to the "Tree Planting Plans" for material specification. Q Architect. The Landscape Gontractor shall be expected to make a minimum of one weekly visit for maintenance purposes. aaaaaa G. Planting 6. The Contractor shall request a final site visit seven (-I) days prior to the end of the maintenance period. This request shall be written and Plant trees, vines and shrubs as called for where indicated on directed to the Owner and the Landscape Architect. Upon written Planting Plans and as detailed on Planting Detail sheet. acceptance of the project, the Contractor shall be relieved of any further maintenance. Plant substitutions are not permitted. Any modification or substitution to these plans shall be approved by the City of Palm Desert prior to execution. Stake only those trees needed as detailed on Planting Detail Sheet. G. Guarantee All plant installations Shall be guaranteed to live and grow to a period of ninety (1-10) days after installation and acceptance by the Owner. Trees shall be guaranteed for one year. Any material that fails to grow O through the specified maintenance and guarantee period shall be replaced by the Contractor at no cost to the Owner. Q O W 00 D. Plant Purchases 2:O cc T� 0 N O D. Observation 0) O ALL PLANT MATERIAL SHALL BE APPRO\/ED BY LANDSCAPE Z N ARCHITECT PRIOR TO DELIVER`(. CONTRACTOR SHALL PRO�/IDE 1. Observation visits specified herein shall be made by the Landscape � Z V r SPECIFICATIONS LANDSCAPE ARCHITECT WITH PHOTOGRAPHS AND Architect or his representative. The Contractor shall request MATERIAL RECOMMENDED TO BE PURCHASED BY THE OF MA observation at least two (2) working days in advance of the time that the to W M CONTRACTOR. FOR ALL TREES ABOVE 36" BOX, CONTRACTOR =) Z observation is requested. Z �.. � SHALL PROVI L, PHOTO OF EACH SPECIMEN. FOR ALL TREES / SHRUBS 24" BOX AND UNDER, CONTRACTOR MAY SUBMIT A i are su ested for the followin arts of the work: O F— r "REPRESENTATIVE" PHOTOGRAPH. LANDSCAPE ARCHITECT 2. Observation visits gg g p RESERVES THE RIGHT TO REJECT MATERIAL DELIVER"' TO THE 51TE a. Upon completion of grading and soil conditioning prior to planting. NOT PREVIOUSLY APPRO\/ED, OR NOT REPRE5ENTATIVE OF THE APPRO\/ED PHOTOGRAPHS. b. When trees are spotted for planting, but before planting holes are REGARDLESS OF PREVIOUS LANDSCAPE ARCHITECT OR OWNER excavated. APPROVAL5• THE GITY OF PALM DESERT LANDSCAPE INSPECTOR c. Written acceptance of the project to release the Contractor from RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT MATERIAL. further maintenance Shall occur after Final Observation with the Owner Q or his representative at the end of the maintenance period. N Z Q �cc h W 0. E. Verification of Dimensions a. J Q E. Plant Deliveries (n < () I. All scaled dimensions are approximate. Before proceeding with any work, W Cl) I. The contractor shall Coordinate plant deliveries with the Landscape the Gontractor Shall carefully check and verify all dimensions and �" L� Architect. The contractor shall provide minimum -72 hour advance notice of uantities, and shall immediate) notify the Landscape Architect of any Z l If q y y W Q plant deliveries permitting Landscape Architect ample time to also notify discrepancy between the drawings and/or specifications and actual J the City of Palm Desert landscape inspector of plant delivery dates and conditions. No work shall be done in any area where there is such a CO times. discrepancy until approval for same has been given by the Landscape Q a W 2. The landscape contractor is obligated to insure plants loaded on delivery Architect. trucks prior to site delivery are those plants previously approved by the 00 Q Landscape Architect and the City of Palm Desert Landscape Inspector. F. Utilities "Y'" = M (L O 3. Any plants that are not those previously approved, or those that do not 1. The Contractor shall be responsible for verifying the location of all * LL J meet the minimum specifications established though the photograph and underground utility lines prior to any construction, So that proper V Z C.) O W specification submittal process shall not be loaded and delivered to the precautions may be taken not to damage such lines and plant locations, `� Q Q �. job site. promptly notify the Landscape Architect who will arrange for relocations O Q_ I_ Q of one or the other. Failure to follova this procedure places upon the 4. Any plants damaged during loading transportation or off loading shall be Contractor the responsibility for, at his own expense, making any and all replaced. Damage is defined and may include but is not limited to trunk repairs for damages resulting from his work. _ SHEET DESCRIPTION scaring, broken limbs, defoliation and wind burn. The Landscape Architect and the City of Palm Desert Landscape inspector reserve the right to reject any $ all plant material. CONTRACTOR OUALIFIGATION NOTE: ALL LANDSCAPE CONTRACTORS SHALL BE CALIFORNIA LICENSED 0-2-1 PLANTING ALL CONCRETE CONTRACTORS SHALL BE CALIFORNIA LICENSED C-8 SPECIFICATIONS ALL MASONRY CONTRACTORS SHALL BE CALIFORNIA LICENSED C-21 F. Plant Storage DESIGNED � � These plans have been reviewed by the Coachella Valley Water District in accordance P T F with Water Code Title 7 Division 1, Chapter 3, Article 10.8, Section 6559)7 et seq. DRAWN I. Prior to plant deliveries, the contractor shall establish a staging area R p J.L. where deliveries are to be received. This staging area shall be adjacent requiring efficient landscape and irrigation design in cooperation with the llocal CHECKED heavy construction and o governing agency (Cityor County). "Approval of this drawing by CVWD staff does not P.M. to the installation area however away from y � s T R � � g g g Y into district and USBR Rights-of-Way. TrEees, plants, DATE e ui ment that may Cause damage. constitute approval to encroachp ci, p walls, and permanent structure of any kind may not be planted or installed- in CVWD 8.21.06 2. The contractor shall provide manpower as needed to adequately maintain and USBR easements or right-of-way without first obtaining an encroachnnent permit JOB NO. 261441 i plants located in the Staging area. This includes but is not limited to hand from CVWD. watering, protection from wind or other damage and theft. CAD FILE ... . ... ... DATE WATER MANAGEMENT SUPERVISOR SHEET NUMBER CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR L�'13 OF 15 SHEETS LAN ITI I 67 5f=E(0_00!' 1F1 (foAT10N5_