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Masters at the Gallery Tract 31490 Lots 77 78 79 & 80_1
REVISIONS t SUMMERS/MURPW PARTNERS, INC LANDSCAPE ARCHITECTS MASTERS AT TH GALLERY REV. SHT. DESCRIPTION DATE BY 34w COAST HIGHWAY,SUITE Zoo DANA PC+INT, CAUFORNU►92629 Q (949)443-'1446 FAX (949)44M&M V.p,ND SCA PF ��k.G 0. Murph}, q,Q� �� �� �C?�� C9 � TRACT 31490 LOTS 77 78 79 80 g Sii nature 7-31-06 * Renewal Date PALM DESERT CALIFORNIA � Date �P F CF CALIF These drawings and/or the accompanying specifications are the exclusive property of FEBRUARY 2, 2006, BY CLIENT Forsum/Summers & Murphy, SUBMITTED FOR APPROVAL FIR5T CHECK RESUBMITTED MARCH 15, 2006 Inc. and their use and publi— cation shall be restricted to the DATE original site for which they APPROVED were prepared. Re—use, repro— MODEL COMPLEX LANDSCAPE PLANSDATE duction or publication by any method, in whole or part, is RELEASED FOR BID prohibited except by written DATE permission from Forsum/ CONSTRUCTION SET ISSUED Summers & Murphy, Inc. DATE AGENCY APPROVALS CONSTRUCTION NOTES AND LEGEND VICINITY MAP CONSULT"tANTS z O NOTE5 LANDSCAPE ARCHITECT IRRIGATION CONSULTANT tn 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, TRANSPORTATION, SUMMERS / MURPHY PARTNERS, INC. 5AEENEY $ aS5001 ATE5, INC. °L CERTIFICATI❑N OF PROJECT C❑MPLETI❑N MATERIALS, AND SERVICES NECESSARY TO FURNISH AND INSTALL ALL 541c17 COAST HIGHWAY 35750 51<Y CANYON DR. , SUITE C Q CONSTRUCTION ELEMENTS A5 SHOWN ON THE DRAA NC75 AND SPECIFIED DANA POINT, CALIFORNIA c1262c1 MURK I ETA, CALIFORNIA. c12655 p A. A Licensed landscape architect, or other qualified professional in a related field, HEREIN. DINAR SHORE DRIVE (Cf4q) 443-1446 (C151) 46I-6830 shall conduct a final Held observation and shall provide a certlf Icate of completion, The certificate shall specifically indicate that the plants were installed as specified 2. ALL WORK SHALL BE PERFORMED BY A G-27 CALIFORNIA LICENSED CONTACT: JOE LA5COL.A (c151) 461-6550 and that the Irrigation system was Installed as designed. CONTRACTOR. B, Certification shall be accomplished by completing a certificate of completion and AVENUE 35 ' CIVIL ENGINEER LS. STRUCTURAL ENGINEER delivering it to the District, cirt or county and to the owner of record, (See example) 3. CONSTRUCTION AND INSTALLATION OF ALL LANDSCAPE ITEMS SHALL BE �7p ACCORDING TO STATE, COUNTY AND LOCAL CODES, ORDINANCES AND UP F CERTIFICATE OF PROJECT C❑MPLETI❑N TO GAL-OSHA SAFETY ORDERS REGARDING PERFORMANCE OF AORK. Z �FF� M5A GONSU TI NCB INCw S 1 T E ��' �y L 5H I MAJ 14 LASCOL.A ao >. Project Name;_________________ Parcel Map or Tract No,:----------------- 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR Q GERALD ��/<,Q 34200 BOB HOPE DRIVE 25652 E31RCHER DRIVE M 0 Pro ect Location WITH THE NATURE AND LOCATION OF ALL UNDERGROUND UTILITIES, PIPES �q RANCHO M I RAGE, CALIFORNIA, c12270 LAKE FOREST, CALIFORNIA C12650 M Q J -------------------------------------------------- .tom AND STRUCTURES. THE CONTRACTOR SHALL TAKE 50LE RESPONSIBILITY UJ p (760) 520-c1511 (c14q) 770-c1c167 00 Maximum Water Allowance; FOR ALL COSTS INCURRED DUE TO DAMAGE AND/OR REPLACEMENT OF Z �� (760) 525-75c15 (c14�1) 770-c1542 j. CO = (In hundred cubic feet) SAID UTILITIES, INCLUDING DELAYS. DR. !4 Estimated Total Annual Water Use, Ld 5. ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT o Ld LdARCHITECT � _ ________________________________________________ (in hundred cubic feet) DOCUMENTS AND/OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL RANCH® 8RA�1E a. z PAL O DESERT W V Preliminar Pt Documentation Submitted (Initials Indicates COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO THE O Z Project ocumen on caes su OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT IMMEDIATELY. � THE AOODL.EY ARCHITECTURAL GROUP i _____1, Grading design plan ALL AORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL THE FRANK SINATRA 0 DRIVE Y 151 KALMU5 AVENUE, SUITE 0250 0 0 DISCREPANCIES HAVE BEEN RESOLVED BY THE OWNER (JOB 00 COSTA MESA, CALIFORNIA c12626 Uj L 2, Landscape design plan 5UPERINTENDENT) OR LANDSCAPE ARCHITECT IN WRITING. ANY c� (714) 546-5cllcl �' a V 3, Irrigation design plan CONTINUATION OF WORK PRIOR TO THE RE50LUTION OF DISCREPANCIES 15 (114) 546-5c12c1 Q E AT THE CONTRACTOR'S R15K AND EXPENSE. co to „ 4, Irrigation schedules 0 VICINITY MAP co o) R Z � � , Post Installation Inspection; (Initla(s Indicate completion) N.T.S. � 61E— 0 _____A, Plants Installed as specified L.EC� ND WIn < 1k g tD CO B, Irrigation systems installed as designed Z Z Q s DIAMETER (55.60) EXISTING SPOT ELEVATION Comments,_____________________________________________________ FF FIN15H FLOOR ELEVATION 53.60 PROP05ED SPOT ELEVATION 3' (0J CNI GF GARAGE FLOOR ELEVATION HT HEIGHT ------------------------------------------------------------ PE PAD ELEVATION BGR BEGINNING OF CURB RADIUS A copy of this certification has been provided to Owner/Developer and District TW TOP OF WALL ECR END OF CURB RADIUS TF TOP OF FOOTING ELEVATION TO TOP OF CURB ^: Commentst_____________________________________________________ BW BOTTOM OF YiALL BC BOTTOM F CURB LOCATION MAP SHEET INDEX ------------------------------------------------------------ TS TOP OF STEP EJ EXPAN51 ON JOINT BS BOTTOM OF STEP 5J SCORE JOINT I certify that the work has been completed in accordance with Coachella Valley Water G$ CATCH BASIN SG SAW OUT SHEET NO. SHEET DESCRIPTION District Landscape and Irrigation Guidlines, FCG FIN15H GRADE R RADIUS Q Z F5 FIN15H SURFACE RDAD REDWOOD Z :5 Landscape Architect Signature Date License No. HP HIGH POINT HDR HEADER W a LP LOA POINT LA LANDSCAPE ARCHITECT FL FLOW _LINE MIN MINIMUM T TITLE .J o W OG ON CENTER MAX MAXIMUM L-1 CONSTRUCTION LAYOUT J a TCG TOP OF FB&RATE ELEVATION TJ-P TYPICA JOINT L-2 CONSTRUCTION LAYOUT 00 cl) INV INVERT ELEVATION PA PLANTING AREA L-3 CONST. DETAIL SHEET W- APPROVED - $$ BOND BEAM ELEVATION = P W Z FI DSCAPE PACKAGE �, ,,�,GN L-4 CONST. DETAIL SHEET �. v, co : oA __ 1.-- o W LMCAK 1.05K GRADIENT IN PERCENTAGE L-5 CONST. DETAIL SHEET Q o J J 4: 1 RATIO: 4' HORIZONTAL D15TANCE PER I' OF VERTICALHEIGHT A + L-6 CONSTRUCTION SPECS. 120. L-7 IRRIGATION PLAN a N R RIDGE ' 10. 0 R = L-8 IRRIGATION PLAN W CO U. GRADE BREAK = = = = J = L-9 IRRIGATION LEGEND � w DIRECTION OF FLOW L-10 IRRIGATION DETAIL SHEET 00 EC �QW rr o� , g = L 11 IRRIGATION SPECIFICATIONS �j�28-Q6 DRAINAGE PIPE s g = _ � $ _ _ _ _ : _ - a , s s R ^ g IRRIGATION ® ATRIUM DRAIN L-12 L 13 TREE & VINE PLAN s DESCRIPTION DECK DRAIN - R i S R A O TURF DRAIN - = _ ,. s = N L-14 TREE & VINE PLAN TITLE ,� �n a x � - g a g s x e e x n PROP05ED CONTOUR x - _ L- 5 SHRUB PLANTING PLAN SHEE7 EXISTING CONTOUR L-16 SHRUB PLANTING PLAN + � DESIGNED ---3t--� p BERM _ BUILT-UP L-17 PLANTING DETAILS DRAWN (_C ) UP LANDSCAPE GRADE L-18 PLANTING SPECIFICATIONS - J.L. DETAIL REFERENCE P.M. CHECKED SHEET LOCATION MODEL COMPLEX LOCATION S-1 STRUCTURAL DETAILS ATE SECTION REFERENCE S-2 STRUCTURAL DETAILS JOB NO. 1-50-06 Masters Models SHEET LOCATION CAD FILE R� LOCATION MAP LLATITLE N.T.S. SHEET NUMBER BEING A 5UBID I V 151 ON OF A PORTION OF THE 5OUTHEA5T OUARTER OF SECTION 2a, TOAN5HIP 4 SOUTH, RANGE (6 EA5T, 5.5.M. L)SSERT OF 21 SHEETS 4 7N e 5/7'E IMPROVEMENTS / 5ALF5 OFF/GE PLAN 5A / LOT 76 FIN15H 5C..,-.HEL%JLE 5YMBOL DE5GR/PT/ON COLOR /F/N/5H / 5PEC IPICA T ION DETAIL SYMBOL DE5CR/PTION COLOR / F/N/5H /5PEC/F/GAT/ON DETAIL not CONTRACTOR NOTE:ALL HARDSGAPE MATERIALS, COLORS AND FINISHES INDICATED ARE SUBJE HANDICAP ACCESSIBLE, TO CHANGE. 5-8 BY OWNER N/A CONCRETE PAVING- WITH COLOR: NATURAL GRAY SEE DETAIL 5 S 4 CONTRACTOR TO VERIFY WITH OWNER AND LANDSCAPE ARCHITECT THE FINAL SELECTIONS PRIOR TEMPORARY REST ROOM (E) DEEP JOINT 5GORIN& FINISH: BROOM FINISH SHEET L-5 TO ORDERING. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED OF ANY FIELD CHANGES TO TEMPORARY ASPHALT PAINT MARKIN65 AND 516NA&E N/A ARCHITECTURAL EXTERIORS, INTERIOR FLOORING CHANGES, OR HARD50APE CHAN&E5. 5-q PARKING LOT. PER LOCAL CODE. SUMMERS/MURPHY A PARTNERS, INC 3_2 CONCRETE PAVING- WITH COLOR: NATURAL &RAY' SEE DETAIL 3 S 4 LANDSCAPE ARCHITECTS CONTRACTOR SHALL INCLUDE IN BID THE PREPARATION OF CONCRETE CONTRACTOR TO INCLUDE ALL DEEP JOINT SCORED BAND BAND FINISH: BROOM FINISH SHEET TA 3AN7 COAST HIGHWAY, SUITE 200 SAMPLES FOR THE LAND50APE ARCHITECT AND OWNER'5 APPROVAL PRIOR To POUR. PARKIN& LOT STRIPPING S AND SAW-GUT FIELD FIELD FINISH: ROOK SALT DANA POINT, CALIFORNIA 92629 516NA6E FOR PARKING (949) 443-1446 FAX (949) 443-1631 5/7F /MPIROI/ElMENTS / SALES OFF/GE STALLS 4 HANDICAP STALLS 3-3 CANTILEVER CONCRETE STEP COLOR: NATURAL GRAY SEE DETAIL 6 SYMBOL DESGR/PT/ON COLOR /F/N/5H /5PEG/F/GAT/ON DETAIL 5-10 POOL EQUIPMENT LOCATION INSTALL PER LOCAL CODE WA FINISH: BROOM FINISH SHEET L-5 �p,NDSCgp PERIMETER / SIDE YARD REFER TO FENCE DETAILS ON N/A �F.� N, Murph1,Fqp 5-I FENCING S GATES. CIVIL ENGINEER'S PLAN TEMPORARY WOOD SCREEN PAINT FRAZEE 8755D "WILD COUNTRY" SEE DETAIL cl 3-4 POOL COPING COLOR: NATURAL GRAY SEE DETAIL 7 G (ED o { FENCE (MATCH SALES OFFICE TRIM SHEET L-5 w FINISH: BROOM FINISH SHEET L-4 5_2 TUBULAR STEEL TRAP FENCE S PAINT FRAZEE 8785A- IRON HORSE SEE DETAIL 10 TEMPORARY SALES OFF I GE PRE-CAST CONCRETE COLUMN'S TO MATCH SEE DETAIL I Signature 9 MAINTENANCE ACCESS GATES. SHEET L-5 5-12 COVERED STRUCTURE ARCHITECTURE. WOOD TO MATCH HOUSE SHEET L-3 7-31-06 S_3 LEDGE STACK STONE STONE VENEER: ELDORADO "DURAN60" SEE DETAIL I TRIM. CANVAS SELECTED BY OWNER RA15ED BOND BEAM / NATURAL STONE TO MATCH SEE DETAIL I * Renewal Date P FOUNTAIN WALL HOUSE FLOORING- COORDINATE SHEET L-4 ON Date W R WALL / 51GNAGE CONCRETE GAP TO BE P.I.P. NATURAL SHEET L-5 DRY STREAM BED WITH REFER TO NOTE ABOUT ROCK � SEE DETAIL 8 �TF O��\P ALL WITH CONCRETE GAP. GRAY CONCRETE WITH W 5_13 ASH FINISH. BOULDER ACCENTS BOULDERS ON THI5 SHEET. SHEET L-17 WITH L.A. OF CAOf LEDGE STACK STONE STONE VENEER: ELDORADO "DURAN&O" SEE DETAIL 2 3-6 POOL / SPA PLASTER TO BE WHITE. N/A These drawings and/or t h e S-4 TERRA GOTTA POTS SET ON #FGBVD-(o OR APPROVED EQUAL. N/A CONTRACTOR TO PROVIDE A BID accompanying s e c specifications i (ED P cations � PILASTER WITH CONCRETE CONCRETE GAP TO BE P.I.P. NATURAL SHEET L-5 8" NATURAL COLORED BY ARCHITECTURAL POTTERY. ALTERNATE FOR PEBBLE FINISH. are the exclusive property of GAP. GRAY CONCRETE WITH WASH FINISH. CONCRETE POT SEAT rvww.archpot.com POOL CONTRACTOR TO PROVIDE Forsum/Summers & Murphy, S N/A SHOP DRAWINGS FOR L.A. Inc. and their use and publi- -5 BALCONY / LOGGfA ARCHITECTURAL / BY OWNER APPROVAL. cation shall be restricted to the STRUCTURE COLOR: NATURAL &RAY SEE DETAIL 5 S 4 WATERLINE TILE: TO BE NATIONAL original site for which the 5-15 TEMPORARY CONCRETEy S-6 AIR CONDITIONER UNIT BY OTHERS N/A PAVING FINISH: BROOM SHEET L-5 POOL TILE "PIETRA AZULE" 6X& were prepared. Re-use, repro- WITH NATURAL GROUT. duction or publication by any method, in whole or part, is 3-� THICKENED CONCRETE EDGE THICKENED CONCRETE EDGE N/A prohibited except by written permission from Forsum/ S-� HOUSE WATER METER BY OTHERS- REFER TO CIVIL PLAN N/A LOCATION AS NEEDED.- MATCH ADJACENT Summers & Murphy, Inc. PAYING COLOR AND FINISH. S-I Z 27'-6" 4'-6" 8' _ 2' 5' - - __ ROCK NOTE Uj ® 3 I ALL LANDSCAPE BOULDERS TO BE Q "CALICO"- 0 \ g UcQg ® gO - b �jOc�a CALICO - CONTRACTOR To JOQoOQOQo0oQO0o = /�OOQ p 3-(� �g � O OU-�g0� PROVIDE QUANTITIES S SIZES AS Oo o - QQ,�OOQ OOQ OOQ O NOTED (TOTAL PROJECT): LL<Q a Q Q Q bQ�jO� 3_� 0 00000j0oco00�ojQoco00�j ' 50 - 24" DIA. O OOG �` oc�PlyoU-c�C�oU-c4C�OU-c�4 55 - 50" DIA. 0°o po o 4241 �0,<5 q 0 - 1� QQOOQ�OOQNOU 52 - 56" DIA. Q .� Q�OoQd _ Q p °oO�oOo�1, 1 a` �� g ALL DRY STREAM BED ROCK TO °DQ % O 30 �0O 10°0 L BE 5" TO 6" "5AN JUANOUIN TAN" ' OoC UNLESS NOTED OTHERWISE. 00 000� 10 5_8 �oo� I — gC ALL BOULDERS, ROCK AND M 0 NOOK W.LC. 000 AGGREGATES ARE AVAILABLE BY 0) cc IJJJ � a� oQO0 g�J CJ wwwKRG ROGK. I 0 Q o ® 0o0� cJ_�j � O .krcroc m �k.co _ o ✓ I I 2O� 'r`(P. 00�0 �y - MAIN00 BEDRooM Oo NOTE: CONTRACTOR MAY SUBMIT EQUAL MATERIAL SUBSTITUTIONS Q ® 9 1 O S-I5 PE S_I M.BATH ' ho FOR L.A. TO CONSIDER. co a W F- 1 0 0 5-2 ' V � z Q ■ )oOO 5-1 GREAT ROOM �.. 000� g _ I PLAN 3AXL 1 cV 0 O z S � o (2776AXL)O = W Ii. o �Qod o - a R. 1 .� > Q U oQo ® 5 6 o ITALIANATE KITCHEN LOT 78 0 l a _ O QOoG PARKING LOTQ ❑ FF=243.30 z O g o � Flu o '0 7 PAD=242.8 W.I.C. O po(�, LOT 77 4 ('� z I- oI o� EC — I � W w O InAr Z ca rn - lu a PAD-241.8 I 1 'I ' ad 0 �OPTIONAL '*-' W o0°c(` ® �joo o 5-3 STUDY I Z Z W j ��8 6 D 00 DINING I , �i O N P,6 1 J�" LL BEDROOM 3 1 O 0. (5 a Q�0 '�, 1C�B� 3-2 z T_pg� 5 XOo T-(F. LAUNDRY 1 V Zo00 2O' � �- �OV I N BATH I - c.l. of doors ® ® ' Sao I a z NOMAO G 4 BATH , Q MM I ?n' - 0 W5-14 -PO SALES OFFICE J " . . W Cr. ii� " W po� 5_6 5-6 -1'_6�� �� 5� 5_12 BEDROOM f � ' J 8c a �OoOo . . J — CL Qti � a �Od 3 c.7-13 00a 5' `�� 50' 50' go J . Q 0� 5-4 I o00° _ 0°000 I �0°0� ti CO C�cQg GFS=242. Q CI _ 10 00 c4gC cog W - H oaoQ q: z U 2 6 �O� 0 LW OQOOc �0�� CO Cl) �— ` Q QW Wuo 00oQ O6oU 5_4 � 5-I 0 00 GJ' — 3-2 pj c4 UOo�QO ° �DO a— � O00oo0 '�OooO°o �0°0� U Q W CO LL o� F- 0 F- J 01 9 �go�� _ -2 5 S-15 20 , PRFC/5E GRA17/NG PLAN NOTE SHEET DESCRIPTION �DOQOOoO� THE PRECISE GRADING PLANS PREPARED BY MSA CONSULTING AND APPROVED BY THE CITY OF CONSTRUCTION PALM DESERT SHALL BE 15SUED TO ALL BIDDERS 2q AND INSTALLING CONTRACTOR(S). THE PRECISE LAYOUT GRADING PLAN 15 AN INTEGRAL PART OF THESE LANDSCAPE PLANS, AND INDICATES ALL NECESSARY FINISH SURFACE / FINISH GRADE DESIGNED ELEVATIONS, DRAIN HEAD AND DRAIN LINE J.L. - - _ LOCATIONS. ANY U15CREPANCY BETWEEN THI5 DRAWN LANDSCAPE PLAN AND THE PRECISE GRADING F, PLAN SHALL BE BROUGHT TO THE I MMED I ATE `-I•�- ATTENTION OF THE LANDSCAPE ARCHITECTS µ #` CHECKED OWNER. �� _ ' NAO DATE -30-06 B NO. JOB Mode I5 CAD FU 5T RGONSTL SHEET NUMBER L�l 01 8' 24' 52' NORTH Of 21 SHE t� 1 FIN15H 5C,-..,HE�LJLE PLAN /B / LOT 7q PLAN 2G / LOT 60 CONTRACTOR NOTE: 5YM50L DESCRIPTION COLOR /FIN15H/5PEG/F/GA7/0N DETAIL 5YMWL DE5GR/PT/ON COLOR / FIN15H /5PEG/F/GAT/ON DETAIL ALL HARDSCAPE MATERIALS, COLORS AND FINISHES INDICATED ARE SUBJECT TO CHANGE. CONCRETE PAV I N6- WITH COLOR: NATURAL &RAY SEE DETAIL 5 4 4 CONTRACTOR TO VERIFY WITH OWNER AND LANDSCAPE ARCHITECT THE FINAL SELECTIONS PRIOR I-I DEEP JOINT SGORIN& FINISH: WASH FINISH SHEET L-5 2_I CONCRETE PAVING- WITH COLOR: NATURAL GRAY SEE DETAIL 5 4 4 TO ORDERING. THE LAND50APE ARCHITECT SHALL BE NOTIFIED OF ANY FIELD CHAN&E5 TO O DEEP JOINT 50ORIN6 FINISH: ROCK SALT SHEET L-5 ARCHITECTURAL EXTERIORS, INTERIOR FLOORING CHAN6E5, OR HARD50APE GHAN6E5. SUMMERS/MURPHY PARTNERS, INC CONTRACTOR SHALL INCLUDE IN BID THE PREPARATION OF CONCRETE I-2 BULLNOSE CONCRETE STEP COLOR: NATURAL GRAY SEE DETAIL 5 2-2 POOL COPING COLOR: NATURAL GRAY SEE DETAIL 3 LANDSCAPE ARCHITECTS SAMPLES FOR THE LANDSCAPE ARCHITECT AND OWNER'S APPROVAL PRIOR TO POUR. FINISH: WASH FIN15H SHEET L-5 O 34197 COAST HIGHWAY, SUITE 200 �,��p FINISH: BROOM FIN15H SHEET L-4 DANA POINT, CALIFORNIA 92629 SITE I/- /�OYGMENTS REFER TO SHEET L-1 FOR THE COMPLETE LIST OF SITE IMPROVEMENT RAISED BOND NATURAL FLAC75TONE TO BE SEE DETAIL 6 (949) 443-1446 FAX (949) 443-1631 GALL-OUTS. ONLY THOSE THAT APPLY TO THIS SHEET HAS BEEN LISTED. FLAG5TONE PAVING SET ON FLAGSTONE TO BE "CHERRY CREEK SEE DETAIL -1 BEAM / STONE STEPS GD SAND BASE. &OLD" AVAILABLE BY KRG ROCK. SHEET L-5 2-3 SELECTED. TO COMPLEMENT EXTERIOR SHEET L-4 5Y-1WL DE5CR/P7/0N COLOR /FIN15H/5PEG/F/GA770N DETA/L SEE BOULDER i ROCK NOTE FOR HOUSE VENEER. REVIEW WITH L.A. 5 CONTACT INFORMATION. 2-4 STEPPED STONE WIER NATURAL FLAGSTONE TO BE REVIEW WITH L.A. �4,0 MNDu phy 41 i -1 PERIMETER / SIDE YARD REFER TO FENCE DETAILS ON N/A SELECTED. TO COMPLEMENT EXTERIOR k. C FENCING 4 GATES. CIVIL ENGINEER'S PLAN HOUSE VENEER. GONTRAGOTR TO SUBMIT �`� •.�� °•��% -4 WOOD BENCH 5' "WI NDEMERE" TEAK BENCH N/A TUBULAR STEEL TRAP FENCE PAINT FRAZEE 8�85A- IRON HORSE SEE DETAIL 10 BY COUNTRY CASUAL. 1800-289-8525 SAMPLE TO LA. FOR APPROVAL. d ao cA 0 MAINTENANCE ACCESS GATES. ir SHEET L-5 (ED BOULDER AT CONCRETE EDGE REFER TO NOTE ABOUT ROCK 8 SEE DETAIL 7 Signature 5-5 PRE CAST FOUNTAIN #2066-FT2, 2 TIER FOUNTAIN. SEE DETAIL 5 BOULDERS ON THIS SHEET. SHEET L-I? 7-31-06 O BALCONY / LO&C71A ARCHITECTURAL / BY OWNER N/A (DSTRUCTURE COLOR TO BE "FLAX" BY SHEET L-4 * Renewal Date SEE DETAIL 2 AL'S GARDEN ART. www.alsgardenart.Gom 2'6 PRE-FABRICATED FIREPLACE FIREPLACE THE BE "DOUR FIREPLACE" J, Date �Q S-6 AIR CONDITIONER UNIT BY OTHERS N/A CONTRACTOR TO PROVIDE ELECTRICAL. WITH FRONT VENT BOX BY SHEET L-4 F"SURROUNDING ELEMENTS" CONTACT J I M CANNON- OF CALIFO TRELLIS STRUCTURE WOOD TO MATCH HOUSE TRIM. SEE DETAIL 2 949-551-2006. STONE VENEER TO BE ELDORADO These drawings and/or the -6 HOUSE WATER METER BY OTHERS- REFER TO CIVIL PLAN N/A STUCCO FIN15H AND COLOR TO SHEET L-5 "MANZAN I TA GL I FFSTONE" PRE CAST TO BE NATURAL accompanying GRAY WITH WA5H FINISH. CONTRACTOR TO RUN 6A5 LINE specifications are the exclusive property of TO FIREPLACE LOCATION. ALLOW 8 WEEK MINIMUM LEAD Forsum/Summers & Murphy, LOCATION MATCH USE. TIME FOR FABRICATION. Inc. and their use and publi- GD FIREPLACE FOUNTAIN STUCCO FINISH AND COLOR ON SEE DETAIL 4 2-7 POOL / SPA PLASTER TO BE WHITE. cation shall be restricted to the FIREPLACE, PILASTERS AND PLANTER SHEET L-4 N/A original site for which the 5-14 POOL EQUIPMENT LOCATION INSTALL PER LOCAL GORE �P` WALL5 TO MATCH ARCHITECTURE. CONTRACTOR TO PROVIDE A BID y ALTERNATE FOR PEBBLE FINISH. were prepared. Re-use, repro- DRY STREAM BED W W POOL CONTRACTOR TO PROVIDE duction or publication by anyITH REFER TO NOTE ABOUT ROCK � SEE DETAIL 8 HEARTH AND ALL GAP TO BE NATURAL GRAY CONCRETE SHOP DRAW I NG5 FOR L.A. method, i n whole o r part, i s BOULDER ACCENTS BOULDERS ON TH 15 SHEET. SHEET L-17 TO MATCH ADJACENT PAVING. APPROVAL. prohibited except by written TILE ON FIREPLACE FACE TO BE A "FIRE RATED" TERRA GOTTA TILE. WATERLINE TILE: TO BE NATIONAL permission from Forsum/ TERRA GOTTA POTS SET ON #F&VA50-51 OR APPROVED EQUAL. WA POOL TILE "PI ETRA VERDE" 6X6 Summers & Murphy, Inc. 5-14 BY ARCHITECTURAL POTTERY. 6" CONCRETE POT SEAT CONTRACTOR TO SUBMIT SAMPLE TO LA. FOR APPROVAL WITH NATURAL GROUT. www.archpot.Gom FOUNTAIN BED &RAVEL TO BE I" TO 5" DIA. "ARIZONA RIVER ROCK" BY KRG 2-8 STONE VENEERED WALL WITH STONE TO BE ELDORADO, MANZINITA, SEE DETAIL 8 TEMPORARY CONCRETE COLOR: NATURAL GRAY SEE DETAIL 5 4 4 ROCK.5EE BOULDER 4 ROCK NOTE FOR CONTACT INFORMATION. PRECAST CONCRETE GAP GLIFFSTONE TO MATCH ARCHITECTURE. SHEET L-5 5-15 PAVING FINISH: BROOM SHEET L-5 PRECAST CAP TO BE NATURAL &RAY WITH WASH FIN15H BY FOUNTAIN URNS TO BE "KPI-C" BY ARCHITECTURAL POTTERY. 5TEP5TONE TO MATCH FIREPLACE HEARTH. 1 I www.archpot.com INSIDE 4 OUT 51DE OF URN TO BE WATER PROOFED / 5EALED. 2-a CANTELEVER GONCRETE STEP COLOR: NATURAL &RAY SEE DETAIL 6 (1 - FINISH: BROOM FINISH SHEET L-5 28 Z W 41 - - f 3 2-4 Uj Q ,0000 C� jo0 �0�j 0, 0c0 0 / o 5 11 0111 - I �"O U-c�C��U-c4C�` 1 - - - o0°DOoCd 610_H 00°DOOoO°DOOoO°�C� RE' BOULI7BR 1r?OGK N07B a Oo Oo 0 Oo 0 C Oo o Oo 0 �or,0 poi-' 1 I I O��gO��gO���O�`� O���O� ��ar N ALL LANDSCAPE BOULDERS TO BE 2-2 2-� "CALICO"- CONTRACTOR TO 00 000 000 000 0 � oon- -7 Oo o Qo 0 0 o Qo o Qo o Qo _ PROVIDE QUANTITIES 4 SIZES 0 0 ^o AS pon0`� NOTED (TOTAL PROJECT). - I I D�00 �jo00� OCR 30 - 24 DIA. I� 1 OooO I - I �a 000°00� o�°�O^,o�oO°� 2-5 33 - 30" DIA. 00 1_4 v l�� �0 32 - 56" DIA. 0) 0 ALL DRY STREAM BED ROCK TO M BE 5" TO 6" "5AN JUANQUIN TAN" QO Q 1 �Oo WIC j UNLE55 NOTED OTHERWISE. _ 0LO 1 5-10 MA 2_I m ALL BOULDERS, ROCK AND 161 1-6 BEDROOM AGGREGATES ARE AVAILABLE BY Q) Q 1 h° KRG ROCK. CIO r —,-. Fro MAIN WYV W.krc roG— — — — � k.Gom — — i W — F- �� �� BEDROOM NOTE: CONTRACTOR MAY SUBMIT Z Q 1 6-6 6-6 S- ® ° ❑ "EQUAL" MATERIAL SUBSTITUTIONS ♦ � � 1 I . FOR L.A. TO CONSIDER. O 0 Z KITCHEN = W O ■ I I NOOK T Q �+ 1 11 1 1 GREAT PLAN Y F to S-I K 1-2 ROOM PLAN I �C/�R U M.BATH � � a _ O 0 �(X 1 i-1 �� 0 T �1 (2 62 XR) O . OMj V - S-� ❑ BAT[ L- X z 0 W S 6 TUS 1 I I I II M.BATHLO 80 T W W Z D LEI ❑ I GREAT — ❑ S-I 0 ROOM F—T] 1 a = I I p�,e�N 1BWR L ® - - FF=2 . 1 o W O co 14 do ❑ , T GALLERY PAD= 43 Z Z Q ) .6 O W 1 2396BWR ❑ 1z LO ' I KITCHEN (0 J CV S( P ANISH pD}Z. DINING ^ to 1 LOT 79 BEDROOM 4 � O a. ♦W 0. _z 1 J. FF=241 FOYER 1 PAD=243.2 I ENTRY HOBBY ROOM _ X BEDROOM 3 DINING ROOM LAUNDRY O - BEDROOM 3 Ing 'Y� ❑ O I - � 1 1 2-I GARAGE -I �0 �- 0 a Z 1 � W GARAGE o 2-6 �- tJ Z� BATH 2 I-2 I CL � �_� � � 000 O _ .. W N 2 8 > J � � u. to 1 J�, BEDROOM 2 1 -� Q GFS=243.6 (� ap V V �Q 4NOOP p 1 14' 1� 6�� CO I 1 I V Oo� 1-6 J °SUITEaL =g I - W ~ z 1 °°a _ - _ w 1 0 _ GFS 243.2— �_ 5-13 F— t/� - F" Wx 5-13 1 0 a W CIr G. 0 0°0 °000000�0o>000 �U= �o CD — - - - - — - - - - 0 aj V2O� O�0��a � 698 0. oo0r" 0Q00(y 00 5-1-9 WMLL PREC15E &RAVIN& PLAN NOTE 0 C/) V W W � Q I ® THE PRECISE GRAD I N6 PLANS PREPARED BY M5A O_ Q Q O CONSULTING AND APPROVED BY THE CITY OF CL V 00 Oy ry PALM DESERT SHALL BE ISSUED TO ALL BIDDERS AND IN5TALLIN6 CONTRAGTOR(5). THE PRECISE 1 GRAD I N6 PLAN 15 AN I NTE&RAL PART OF THESE 1 5-13 5_2 LANDSCAPE PLANS, AND INDICATES ALL SHEET DESCRIPTION S_-r NECESSARY FIN15H SURFACE / FINISH GRADE S ELEVATIONS, DRAIN HEAD AND DRAIN LINE-� S-ICJ S-2 LOCATIONS. ANY DISCREPANCY BETWEEN THIS LANDSCAPE PLAN AND THE PRECISE &RADIN6 CONSTRUCTION PLAN SHALL BE BROUGHT TO THE I MMED I ATE LAYOUT ATTENTION OF THE LANDSCAPE ARCHITECT 4 OWNER. DESIGNED J.L. ---- — _ ---------- ONET DRIVE DRAWN — _ - J.L. CHECKED P.M. DATE -30-06 B NO. asters Models 4 CAD FILE STFERGONSTL SCALE: ( 11 _ SI_OII SHEET NUMBER L� 2 O' 8' 16' 24' 32' NORTH OF 21 SHE F1 F1 F1 F1 —1 I '-loll SUMMERS/MURPHY k PARTNERS, INC LANDSUPE ARCHITECTS I F 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CAUFORNIA 92629 (%9) 443.14" FAX (%9) 443-1631 o DSC,gp� Murph_TT I I I 1, 2 — ` -, — Signature 7-31-06 3 # Renewal Date Date �P �T OF CALtF��� 4 These drawings and/or the accompanying specifications are the exclusive property of Forsum/Summers & Murphy, El— I I Inc. and their use and publi- 4 cation shall be restricted to the -- --- --- original site for which they were prepared. Re—use, repro— method, in whole or part, is r prohibited except by written permission from Forsum/ Summers & Murphy, Inc. t if OL\ L\ L__ i L 1==d I z I F—F_ O cV PLAN VIEW E -2 1/2 - I -0 Cie Typ. Q 0 PLAN V I EW I/2 " - I ' O" I ' yp• - oo � o� co CO ao _ 00 U4 LO LO co 3 W �- O o w 4z 2 > J C3 5 0 Q CC (� O coon) Z 00 2 5 W Wz0 Z O v0 m 6 Z � wLO O cv t0 O CL 0 a. w tl b ° id e II I � I> e I I 8 —I I m a a< a I I III I III III III Ap > I ! I I I ! ! I I III III III ! I I III I I !—III III III Ill °° III- I I a I III III III , III III , l l l l III= 1—::::I I IEI I IEI II I II I 1=1 I F1 I I I I I I I I I II I I II lII " ' I � 11 III � I II I II II II FRONT ELEVATION 1/2 11_011 a O Q z o� 0z � W a� FRONT ELEVATION NOTE: Cd O " LEGEND: J U. a I/2 = I '_O" REFER TO PLANS BY STRUCTURAL Q ti J Q ENG I NEER FOR ALL MOOD GONNEGTI ONS, 2 -5 11 -6 �� I '-I O" I. HOUSE WALL- REFER TO PLAN �1 00 U C0 BLOG�G GONSTRUGTION, GONGRETE FOOTING, 2. PRECAST CONCRETE COLUMN W ~ 0 3 AND STEEL REINFORCEMENT INFORMATION. 1111_1 O" MATCH STYLE ON HOUSE _ W Z 2 ' I ' THIS DETAIL 15 INTENDED TO CONVEY 5. 4X4 P05TCo CO 4 MATERIALS, GOLORS 4 AE5THETIGS ONLY. ____ _____ -. .----------- . .__.__ 4. 4XIO GRAB BEAM 0 0 X UJ 17 5. METAL FRAME FOR CANVAS TOP Q J J DE51 GN � INSTALL BY AWNING COMPANY p � (L O) Q 5 CL LEGEND: 6. GAN\/AS TOP DESIGN 4 INSTALL BY AWNING COMPANY W M LL V I. &X12 BEAM I 3 ~ Ill,- O W 7. CONCRETE FOOTING �'j 0 2. BLOCK CONSTRUCTED COLUMN WITH 6 Q Q O STUCCO FINISH AND GAP TO MATCH I_ U 2 ARCHITECTURE. 8. FINISH GRADE / SURFACE ad 5. 4XIO BEAM 2 q. COMPACTED 5UBGRADE 4. 4X4 LATTICE 0 SHEET DESCRIPTION 2 5. 2X PLANT-ON 4 (J. &X6 P05T O 5: �< 5 ALL WOOD TO BE CONSTRUCTION q ?. F i N 15H GRADE / SURFACE RESAWN DOUGLAS FIR. DETAILS 5. COMPACTED 5U56RADE PAINT OR STAIN TO MATCH cf. CONCRETE FOOTING HOUSE TRIM. trw DESIGNED DES m 8 DRAWN DWN NOTES: I e l NOTE: CHECKED ALL WOOD TO BE 1 a — F c ` ` S _ CH< e — RE5AWN DOUGLA5 FIR. —� I I I I I I I I I I I III I I — RR TO PLANS BY STRUCTURAL DATE I-3o-ob I I I I I I I I III I I PAINT 0R STAIN TO MATCH I III I ' -I _ 8 ENGINEER FOR ALL !MOOD GONNEGTIONS, P ° ° I I I I I III I I I I I I I I ° D III HOUSE TRIM. I l i ( — BL.00X GONSTRUGTION, GONGRETE FOOTING, JOB NO. Masters Models AND STEEL RE I NFORGEMENT INFORMATION. T OCN5TDE 51 PE I=LF\/ATION TH 15 DETAIL 15 INTENDED TO GON\l SHEET NUMBER —I 1/2 ( '—O" MATERIALS, COLORS I$ AESTHETIGS ONLY. 51DE ELEVATION 1/2 " = 1 '-0" L� 3 2 PLAN I O Y ERHEAI:�) I SALES OFF I G O Y ERHEAI-.=� OF 21 SHE Mn SUMMERS/MURPHY PARTNERS, INC 2 At-� LANDSCAPE ARCHfTECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 6 (949) 443.1446 FAX (949) 443.1631 NDSCAP Murp yF9P LEGEND: c c YF. I. P.I.P. CONCRETE CAP W/ 1.5" OVERHANG signature REFER TO FIN15H SCHEDULE -31-os -0 Renewal Date ELEVATION 2. 2' WIDE "CUSTOM CASCADE s Date P I _ LEGEND: } 3 TOTAL ALONG POOL WALL TFCF CALIF�� I. P.I.P. CONCRETE GAP 5. NATURAL STONE VENEER- REFER TO FIN15H 50HEDULE These drawings and/or the REFER TO FINISH SCHEDULE NOTE: CONTRACTOR TO accompanying specifications PROVIDE SHOP DRAWING 4 4. GUNITE POOL / SPA 5HELL are the exclusive property of 2. STUCCO PILASTER- REFER CONTRACTOR TO ENGINEER Forsum/Summers & Murphy, Inc. and their use and publi- APPROVE PRIOR TO 3. STUCCO WALL WITH ROLLED GAP TO L.A. TO REVIEW � TO ASSOCIATED DETAIL 5 5. FOUNTAIN PLUMBING AS NEEDED cation shall be restricted to the (y START OF CONSTRUCTION. REFER TO ASSOCIATED DETAIL POOL CONTRACTOR TO ENGINEER original site for which they were prepared. Re-use, repro- 4. P.IP. CONCRETE HEARTH 6 6. WATER LINE duction or publication by any CONTRACTOR TO PROVIDE REFER TO F I N51 H SCHEDULE method, in whole or part, is GA5 STUB TO FIRE PIT prohibited except by written permission from Forsum/u 5. FIRE RATED TERRA GOTTA TILE NOTES: Summers & Murphy,LOCATION. REFER TO FINISH 5GHEDULE p y, Inc. 6. FOUNTAIN / URN POOL CONTRACTOR TO ENG 1 NF-ER REFER TO FINISH SCHEDULE POOL SHELL , WALL AND PLUMB I NG SIDE SECTION CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR LANDSCAPE ARCH I TECT'5 REVIEW. FIREPLACE CONCEPT- REVIEW WITH LANDSCAPE ARCHITECT PRIOR TO CON5TRUGTION. CONTRACTOR TO PROVIDE SHOP DRAWING FOR L.A. REVIEW 4 APPROVAL. Z O oc FLAN 5 FOOL WAL / RAISED 55 W Q a <1<1<1<1<1 0 1. DECORATIVE PEBBLE ' 4 2 BLACK MEX I CAN BEACH PEBBLE V 2. WIRE 50REEN . 0 5. WATER SUPPLY LINE. M cc M CONNECT TO EOU I PMENT Q 3 4. DECORATIVE URN #KPI-G 00 = FROM ARCHITECTURAL POTTERY 00 (114) 515-5551 V � Q I URN TO BE WATERPROOFED _ a 6 N51 DE AND OUT. _ �- W 5 5. CONCRETE BA51 N SHELL z Q 4 (b. FILTER FABRIC 0 Z LU J O 1. COMPACTED 5UB-GRADE Q � 5. DRAIN LINE - COVER W/FILTER FABRIC � ;.. V CONNECT TO DRAINAGE SYSTEM Z O 1 -III ICI-ICI II ICI-I�i Z r 0I NOTE: - - - ��� � W Wzo _ III III=III=IIII I - - POOL CONTRACTOR SHALL ENGINEER FOUNTAIN , 0 Q -III=III III;I I -III-III ,;, III, III-III- - AND PROVIDE SHOP DRAWINGS AND SPEGIFIGATIONS „ LU Z O I- I- - FOR LAND50APE ARCHITECT'S REVIEW AND APPROVAL. x `-Y Z O W N - co 8 _ O 0.. co C. 0; f EACH FOUNTAIN SHALL RECEIVE AN INDIVIDUAL FLOW CONTROL VALVE FOR EACH BUBBLING URN WATER FEATURE. WATERFEATURE CONCEPT- REVIEW WITH LANDSCAPE ARGHITEGT PRIOR TO 0ON5TRUCTION. 12" 12" DI A. 12" GONTRAGTOR TO PROVIDE SHOP DRAWING FOR L.A. REVIEW A APPROVAL. SECTION REFER TO FINISH SCHEDULE FOR COLORS, AMTERIAL5 AND c ORDERING INFORMATION. O Q z � 00 :Z 4 PLAN 15 FIR FLACE I$ FOUNTAIN W ac a 2 FLAN 2 FIREFLA�E j O J oafU. _ Q 0 � vCO 1 o I o I ° W r_ in Cr Z 12" ° V� Uj 12" MIN. �" � Co 12" 8" 2 W 2 �" JO a W 2 3 3 U, OQm r d 4 1-1/2" ° d O d< 4 0 co LL 0° ° o F- O co W 4 -s° - ° ° 4 W Q a 4 =1 I I I 11=1 I I III1 - I I 0 , e ;Iil ,;, lli I li SEGTION I 6 S��TI ION � SHEET DESCRIPTION -1 i lI I� � ►� _ �_O SECT ION _ CONSTRUCTION DETAILS I. FLAGSTONE PAVING - REFER 6. SPA BOND BEAM - NOTCH I. CONCRETE PAVING- 5. CERAMIC POOL TILE (REFER DESIGNED DE5 TO FINISH 5GHEDULE TO ACCEPT STONE WATERLINE I. CONCRETE PAYING (REFER TO 5. POOL TILE (REFER FIN 15HED SCHEDULE) TO FIN 15H 5GHEDULE REFER TO PLAN TO FIN 15H SCHEDULE) DRAWN 2. WATERLINE D WN �. COMPACTED SUBBASE - REFER 2. EXPANSION JOINT REFER TO 6. BOND 2. EXPAN51 ON JOINT REFER TO 6. BOND BEAM AND PLASTER BEAM AND PLASTER � TO SOILS REPORT DETAIL BY FOOLCONTRACTOR CHECKED t t 5. CONCRETE PAVING- 5EE PLAN DETAIL BY POOL CONTRACTOR CHK 4. STONE ON BOND BEAM - REFER 3. REFER TO FINISH SCHEDULE -I. COMPACTED 5UBGRADE AND 5. P.I.P CONCRETE COPING -I. COMPACTED 5U5GRADE AND DATE TO MATCH ADJACENT CONCRETE SUB-BASE MATERIAL (REFER I-30-06 NOTE: SUB-BASE MATERIAL (REFER JOB NO. TO FIN 15H SCHEDULE PAVING TO SOILS REPORT) • REFER TO SOILS ENGINEER'S 4. 3 I/2" THICK CONCRETE COPING TO SOILS REPORT) Masters Models 5. PLASTER REPORT FOR SIZE OF WITH 2" OVERHANG 4. 4" THICK CONCRETE COPING ��JJ RE I NFORG I NG STEEL. WITH 1.5" OVERHANG A T 00N5TDE NOTE: NOTE: SHEET NUMBER •REFER TO FINISH 50HEDULE FOR COLORS, AMTERIALS AND REFER TO SOILS ENGINEER'S REFER TO SOILS ENG 1 NEER'5REPORT FOR SIZE OF ORDERING INFORMATION. REPORT FOR 51ZE OF REI REPORT I STEEL.RE I NFORG I NG STEEL. FLAN I FRE�AST FOUNTAIN RAISED 5OND SEA -7 FOOL NS OF SHEETSFOOL �OFIN6 I � 2 0 - �t 'n a 3 z ° 2 d d Q 5 O O.G. MAX. SUMMERS/MURPHY A PARTNERS INC % 117,in �� 5 LANDSCAPE ARCHITECTS N I 4 Q I 34197 COAST HIGHWAY,SUITE 200 d DANA POINT, CAUFORNIA 92629 Z 2 Z (949) 443-1446 FAX (949) 443.1631 w X Q 4 7 LL Q /H cv 6 a ° Li 4 V.p,ND S C,q P W q ���OG N,, Murph1, F ,QC' lu 0/ U l 4 Cif a ° ° iII TFSignature31-06 o -O Z I � I � -Ill-I Renewal ( O_I I °I_ d These drawings 1a theIIand/or ° - accompanying specifications G -�• I are the exclusive property of JG I I O I V �� �� Forsum/Summers & Murphy, - I -o Inc. and their use and publi- cation shall be restricted to the repro- FRONT DN NOTES: I. FIN15H GRADE "I. 5UB-BA5E MATERIAL REFER original site for which they 2'-O" were prepared. Re-use, repro- L 2. 1/4" RADIUS ALL ED6E5 TO 501 L5 REPORT duction or publication by any I/2 " - " P.I.P. ONCRETE GAP SUBCONTRACTOR SHALL DELIVER TO I. 4" THICK P method, in whole or part, is - I -� 51TE ALL MATERIALS REQUIRED TO 5. CONCRETE PAYING REFER TO 5. COMPACTED 5UBGRADE prohibited except by written 2. STONE VENEER- permission from Forsum/ CONSTRUCT WOOD FENCES AND GATES. FINISH 50HEDULE C1. I MINIMUM, 2 AT TURF AREAS Summers & Murphy, Inc. I 5UBGONTRACTOR'5 VEHICLES WILL 4. 5/4" DEEP X 3/5" WIDE (MAX.) REFER TO FINISH SCHEDULE (b.. CONCRETE FOOTING OR055 51 DEWALK5 AND CURBS AT TOOLED SCORE JOINT W/ 1/4„ '7. GROUT BLOCK DESIGNATED AREAS ONLY AND WILL BE RADIUS EDGE5 WHERE OCCURS. 5. 5 X 5 X 16 GMU 2 RESPONSIBLE FOR ANY BREAKA6E5 IF 1. STONE STEPPERS (SEE FIN 15H SCHEDULE) REFER TO CONSTRUCTION PLAN. ,� 5. FIN 15H GRADE HE OR055ES NON-DE5I6NATED AREAS. NOTE: 4. #4 VERT. BAR5 @) 16 O.G. 2. 2 MIN SAND BASE. 2 GAP MAX BETWEEN STONES 5. RE I NFORG I NG STEEL - REFER Q. COMPACTED SUBGRADE 117 5 ALL WOOD WILL BE CONSISTENT IN 3. COMPACTED 5UBGRADE TO SOILS REPORT REFER TO SOILS ENG 1 NEER'5 5. #4 HORIZ. REBAR T.M.4 B., C0NT. COLOR AND GRADE - IF NOT, IT WILL REPORT FOR MIN. TH I GKNE55 NOTE: VERIFY ALL 51 ZE5 AND DIMENSIONS BE REPLACED AT 5UBCONTRACTOR'S 6 EXPAN51 O H 1JOINT REFER TO OREFI N NCRETE AND II N STEELSIZE OF S GT I 0 OF FOCTI NG5 AND RE I NFORG I NG STEEL DETA L 4 EXPENSE. w/STRUCTURAL ENGINEER PRIOR TO Z CONSTRUCTION. O ALL FENCES TO BE INSTALLED IN A tonSTRAIGHT LINE FROM PROPERTY PIN -7 FL AOSTON ON SANI'_'� E3A E 4 �ONC-,,R T EL-,�OE I STONE Y E N REI_--� FLANT R WALL TO PROPERTY PIN (OR OTHER DE51 G- 5 -NATED POINT). NO FENCE LINE SHALL WEAVE OR BOW MORE THAN 5/4". 12 +/_. M 2' SQ. F'R leez `a o o I- I. 2X6CAP I 6 y <a1<1<1< 2. 1/2 X 4 TRIM (TOP AND ° 2 I-I/2" I'-0" I-I/2" 5 = ° BOTTOM) ° 1 �t a a 2 3 MIN. ° 0 2 5. 2 X 4 STRINGER (TOP p- 3 ° ° ° ° 2 i d AND BOTTOM) Z d 4 ° D_ (" J ° 0 0 �t 5 p C� z d d to 0 3 4. 4 X 4 REDWOOD OR CEDAR < ° a /H = 6, ° ° D O � Z �M cc d P05T (9 5'-0" O.G. - TO BE ° 4 N a D o o 01 ° I Q III O -III- ao = LOCATED AT TOP AND TOE tu d DO - I I V d 4 00 W ° 0 / 1 OF SLOPE WHERE OCCURS � � " D �w7* ° I lu I X 6, #I GRADE CEDAR ° ° _ (n VERTICAL BOARDS 40 ° _ LU (BUTT JOINTED) g0 ° O o M G-Z°6. FINISH GRADE 0 I I 1 I I 1 1 1 I 1i _ i1 = dVC/ , oi �. CONCRETE FOOTING ° � J U -I _ 5. COMPACTED 5UBGRADE - - - O O - --- 5Ov� Oo� cf. GRAVEL BASE III II�IIl IIII Z 0 0 III _ I qII 5 �'�"� Z -I I =1 1 1 I I. #3 N05E BAR (b. BULLN05E CONTRACTOR TO I. "STEPSTONE" PRECAST GAP 5 -O O CO FENCE SECTION REFER TO FINISH SCHEDULE 2. EXPANSION JOINT - REFER SUBMIT SAMPLE OF FOAM I. 4" THICK P.I.P. CONCRETE GAP Z Z Q LO TO DETAIL FORM FOR LANDSCAPE 3 O JC J CM= I -0 2. STONE VENEER- REFER TO 6. CONCRETE FOOTING 3. REFER TO GRADING PLAN ARCHITECT APPOVAL. 2. STONE VENEER- O (0 a C 12 D i A. MIN. FINISH 50HEDULE �. GROUT BLOCK FOR NUMBER OF RISERS REFER TO 6. CONCRETE FOOTING 3. S X S X 16 GMU FINI 5H 50HEDULE 5. FINISH GRADE 4. CONCRETE PAVING (SEE rt. STEEL - REFER TO SOILS 5. 16 X 5 X 16 COLUMN BLOCK 1• GROUT BLOCK 4. #4 VERT. BARS Cam? 16" O.G. 1. COMPACTED 5U56RADE FIN 15H SCHEDULE) REPORT 5. FIN 15H GRADE 5. CONCRETE PAVING (SEE 5. COMPACTED SUB-GRADE 4. #4 VERT. BARS ® EACH CORNER 5. #4 HORIZ. REBAR T.M. B., CONT.NOTE: VERIFY FINISH SCHEDULE ALL SIZES AND DIMENSIONS q. 5UB-BA5E MATERIAL - 5. #4 HORIZ. BARS EACH WAY q. COMPACTED SUBGRADE SSG T I ON OF FOOTI NG5 AND RE I NFORC I N6 STEEL REFER TO SOILS REPORT NOTE: VERIFY ALL SIZES AND DIMENSIONS MEN51 ON5 RAL ENGINEER PRIOR TO SECTION co CONSTRUCTION. 5E G T I O N OF FOOT I NG5 AND RE I NFORG I NG STEEL �- Q Z w/STRUCTURAL ENGINEER PRIOR TO Q - CONSTRUCTION. 00 Z :5 J O o. WO® S�RNC STONEVNRD SEAT WLLULsLN®S ST STONEVNRD I LSTR J U. a Q 1 -ja N o 5 3 100 Vcl) 10 I` ~ 1 6 y X 1 IL6 4 2 W [` 1= Z 2 I-I/2" I'-O"do 1-1/2" 5 �- (W 2 3 MIN. • 0LU W �o OO OOOOOOOOOOOOOO O O 5 d ° ° ° Q -� J o Oo o Oo o Oo o Oo Oo o Oo Oo Oo Oo o Oo o Oo 4 4 o ° oC�'B�oC 'B�aC'BgoC�'8�o goC 'BgoC'BgoC 'BgoC�'B�oC '8go , t� m s, 0,12 �° ;III=1 I I-1 11=1 11= 11=1 11=1 I I-1 1 I I-1 I 1=1 I 11=1 11=1 11=1 11=1 11=1 I _ =1 r a° Ooo �►rl - =I -111� I I-1 11=1 I L-111�iL=1 11=11 11= y W M L V W I ( ( I I I I- O W °A ° I I- � SECTION VIEW � coa � I I _o -I I I II I S.- ALE: 1 - I -OELEVATION 0 LI _ 1 1_O 4 ° ° 5 1/2 I 1 1 12 I. POLYSTYRENE JOINT GAP OVER 5. 5/4 DEEPX 3/5 WIDE (MAX.)7 1. II TALL X 1-1/2I WIDE TUBULAR '7. METAL IL BRACKET. F- C) BOLT m I-III= I= I I I q EXPAN5ION BOARD. REMOVE TOOLED SCORE JOINT WITH SHEET DESCRIPTION STEEL TOP AND BOTTOM RAILS MO�T� CONCRETE WIT (2)BOLTS, 4 111 1 I 1 1 I � GAU TOP�NG. (SEE NOTF JOINT CAP PRIOR TO OGGRRADIU REFER TO HERE 2. I SQ. TUBULAR STEEL MID RAIL BOLTS AND FOR-ROK OR = 5 _ CONSTRUCTION PLAN CONSTRUCTION 3. 2" SQUARE TUBULAR STEEL APPROVED EQUAL. SET m - m 5 2. 5/5" WIDE FULL DEPTH ASPHALT PERPENDICULAR TO FENCE. SATURATED FIBER EXPAN51 ON (b. RE I NFORC I N6 STEEL - REFER DETAILS P057 (9 5 -O O.G. -III ;° III- BOARD TO SOILS ENGINEER'S 5. DECORATIVE COVER PLATE 4. 5/5" 5Q. TUBULAR STEEL tV - 3. I/4" RADIUS - ALL EDGE5 SPEC I F I GATT ONS FOR S I Z -— VERTICALS ® 5" O.G. WITH OVER BRACKET _ =1 - 6 = AND LOCATIONS DESIGNED 5/5" DECORATIVE ARCHES C1. CONCRETE PAVING ( ' ' I III III I( I 4. CONCRETE PAVING - REFER TO DE5 AS SHOWN I - 1. #5 N05E BAR (6. 45 DEGREE CANTELIVER. 7. REFER T COMPACTED SUBGRAO DRAWN 10. 5/5" 50. TUBULAR STEEL I -� ( � CONTRACTOR TO SUBMIT FINISH 5GHEDULE REFER TO SOILS REPORT ^� DWN 5. FINISH GRADE 5" D I A. G I RCLES FOOTING AT CONCRETE 2. EXPAN51 ON JOINT - REFER SAMPLE OF FOAM FORM 5. AGGREGATE BASE - REFE T' CHECKED GHK 6. CONCRETE FOOTING TO DETAIL Q 5. REFER TO GRADING PLAN FOR LANDSCAPE ARCHITECT S SOILS REPORT DATE O T FOR NUMBER OF RISERS APPOVAL. 1-50-06 4. CONCRETE PAVING (SEE '7. STEEL - S • APPLY 1/2" DEEP JOINT SEALANT (GAULKI NG) INTO GROOVE. SAND JOB NO. REFER TO SOILS L # Masters Models A FAV I NG. NOTE. NOTE. IN WITH 60 SILICA SAND. MATCH COLOR OF S�GT IONS FINISH SCHEDULE) REPORT CAD FILE _ . CONCRETE PAVING SEE _5 �� � �� ( 5. COMPACTED SUB GRADE EXPANSION JOINTS I N WALKS TO OCCUR AT GRANGE I N DIRECTION REGTI ON R ONSTD ACCESS GATES TO BE CONSTRUCTED ALL WELDS TO BE CONTINUOUS ASTE G TO ME LOCAL FIRE DEPARTMENT AND GROUND SMOOTH, I - I -0 FIN 15H 5GHEDULE AND WHERE NEW CONCRETE PAVING ABUTS EX 15T1 NG 51 DEWALKS PRIME �f. 5UB-BASE MATERIAL - SHEET NUMBER CODES AND REQUIREMENTS AND FAINT (2) GOATS (5EE REFER TO 50I L5 REPORT AND/OR CURBS. EXPAN51 ON JOINTS I N WALKS RECOMMENDED 5PAC I NG FIN 15H SCHEDULE FOR COLOR) 15 160.0. FOR CONTINUOUS WALK5 UNLE55 OTHERW 15E RECOMMENDED SECTION BY PROJECT SOILS ENGINEER. REFER TO 50I L5 ENGINEER'S REPORT FOR MINIMUM THICKNESS OF L� 5 CONCRETE AND REINFORCING STEEL SIZE. I TRAF FE I C �AI STELE Y R STEF 51 EXFANS I ON CJOINT OF 21 SHEETS I I i I. GENERAL 4. Compaction - Compaction by tamping shall not be done in layers exceeding surface to reveal small surface fines while not exposing aggregate. 2. Douglas Fir, Redwood, Western Red Cedar 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 A. Contractual Relationship I solution of muriatic acid and water, and brushed to reveal surface lines. 3. Posts, Plates and other of-grade connections to be Redwood, Western Red In the performance of this contract, Contractor shall hold Landscape Architect C. Glean-Up and Testing Surface must be continuously wet to avoid acid burn. Cedar or pressure treated Douglas Fir as shown on the drawings. 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 4. Hardware - column bases - 'Simpson Strong Tie' or equal. Post caps and or in connection with, contractors, employees, or it's agent's negligence, omissions, proper flow and water tightness. 6. Glean-Up errors. p p g I. Upon completion of work, remove all forms, debris, material and tools from strap ties - 'Simpson Strong Tie' or equal. Joist hangers and heavyy angles - site. 'Simpson Strong Tie or equal. Screws, hinges, nails, bolts, and washers. All SUMMERS/MURPHY dt PARTNERS, INC 2. The piping systems shall be flushed and cleaned prior to connecting to hardware material to be galvanized. LANDSCAPE ARCHfTECTS B. Errors or Gonf IIcts existin drain line, catch basin or storm drains stems. 34197 COAST HIGHWAY, SUITE 200 629 If an errors or conflicts are discovered in the plans or notes, the shall be g y V. BLOCK MASONRY 5. Stain and paint - as selected and shown on drawin s. D9 ���► FORN 49) 443 g (949) 443-1446 FAX (949) 443-1631 Upon completion of work, remove debris, tools and surplus material from site. Scope of Work - Provide all labor, materials, tools, equipment, transportation and interpreted so as to accomplish the real purpose of those plans and notes. 3. U p p p necessary incidentals for the completion of all block masonry as shown on the 6. Concrete - Glass A minimum 2,000 P51 at 28 days. drawin s, Including but not limited to the follow(n NDsc G. Additions, Deviations and Alterations IV. CONCRETE g g g B. Rough Carpentry �4.0 tl�SC,4Purph q,A No deviations or alterations from the plans and specifications will be permitted Scope of work - Provide all labor, materials, tools, equipment, transportation and A. Materials 1. 5et all posts, beams, rails and framing plumb and true to line as shown on �� ��0. do cy unless authorized b the Owner or the Landscape Architect. Should deviation necessar Incidentals for the com letion of all concrete flatwork as shown on the the drawings. ":C. Q� y p y p I. Slump block units meeting grade A, ASTM C-q0, concrete block units Grade W Qo �� A from plans and notes become necessary due to conflicting site conditions, Owner drawings including but not limited to the following: A, ASTM C-q0. ir 2. Connections - make all connections as shown on the drawings.5plice lumber 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. 7-31-06 additional work will be authorized without the express written authorization from A. Materials - - 2. Cement - Standard Portland Cement ASTM designation 0-150 Type I or 11, * Renewal Date the Owner. 1. Cement Standard Portland Cement, per designation G 150 of the ASTM low alkali. 5. Ease all top edges of exposed lumber for bench tops, low walls, etc., sT Date �* Type 11, III, or V, low alkali, single brand throughout. Refer to Soil Engineers where surface contact is provided. �TFoF Report for Recommendations. CALIF i, D. Interpretation p 3. Sand - Glean, well graded ASTM designation 0-144. 4. Post base - set post column base as shown on drawin s, rovidin minimum These drawings and/or the The Contractor shall comply with the obvious intent and meaning of these plans I" clear all sides from finished post base to to of avinp g accompanying specifications � and specifications which shall be construed to include all labor, material, tools 2. Aggregate - ASTM Specification G-33 3/4 maximum size. Decorative 4. Water - Water used shall be of potable quality. p p paving. aggregates or pea rock as shown on drawings. Fine natural sand, well graded are the exclusive property of and a ui ment necessary to complete the works specified herein in a 5. Countersink nails and bolts in all locations where surface contact is Forsum/Summers & Murphy, q p y p p conforming to A5TM C-144. 5. Steel - Reinforced steel for wall to be Grade 40 deformed bars A5TM provided, i.e., bench top etc. Inc. and their use and publi- workmanlike manner in strict accordance with plans and notes. Should any designation A-165. cation shall be restri which they cted to the i questions arise a original site for s to the intent and interpretation of these plans and notes, 3. Water - Water used shall be of potable quality. 6 G. Painting and Stain were prepared. Re-use, repro-Contractor shall refer to Owner and Landscape Architect whose decision . Concrete - Glass A concrete minimum 2,000 PSI at 28 days. I. F111 all seams and cracks with Latex caulk and/or wood dough to insure an duction or publication by any thereon shall be final. 4. Steel - Reinforcing steel for decks and walks to be intermediate grade even surface. method, in whole or part, is 7. Mortar - by volume, freshly prepared uniformly mixed in ratio I art cement prohibited except b written deformed bars conforming to A5TM A-615 and/or Grade 40. Mesh A5TM 1/2 part lime putty, 4-1/4 parts sand, conforming to A5TM G-270. Omit lime 2. Sand smooth all ex osed surfaces is specified as S4S. permission from Forsum/ E. Observation and Rejection of Materials and Workmanship A-4q6, size where shown on drawings. putty if plastic cement is used. p p Summers & Murphy, Inc. All materials and workmanship furnished or performed by Contractor shall be 3. Prime all painted surfaces with one coat primer. subject to final observation and acceptance by Owner and Landscape Architect 5. Expansion Joints - Asphalt impregnated felt. Polyfelt Ethafoom as indicated 8. Grout - by volume freshly prepared, uniformly mixed I part cement, 3 parts 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. and all times during the performance of this contract, Contractor shall make 6. Control Joints - Saw cut point I/4 of slab thickness. Hand tooled score points B. Laying of Masonry 5. Stain with minimum two finish coats for stain surfaces. available for observation, test and approval, materials and workmanship. Failure I/4" deep minimum where shown on the drawings. I. Lay all masonry strai ht and true to line with vertical joints plumb over each of such observers to make observation, tests or approvals shall not prejudice other. Horizontal joints shall be level. Headers and rner units to show D. Protection and Cleanup the right of Landscape Architect or Owner on final observation. Contractor 7. Cold Joints - Butt type, butt type with dowels. Screed key joint as indicated finished faces where exposed. Joints and bond pattern to be as shown on I. Protect all existing work from paint overspray. shall promptly replace any and all material, workmanship and equipment which on the drawings. the drawings. does not conform to the plans and notes. All materials used on this contract 2. Upon completion of work, remove all scrap wood, debris, materials and Z shall be new and the best marked quality unless specified otherwise. 8. Joint Sealant - Two parts Polysulfide sealant as manufactured by Thiokol, C. Reinforcing tools from site. O j Glass A5, self levelingor multi-part polyurethane construction sealant b 1. All bars in masonry shall be lapped a minimum of 40 bar diameters. Dowels tn p p y y for walls and columns to be same size as wall reinforcing. Refer to VI I I. Meta l Work F. Samples L.M. Scofield, in matching color. Structural Engineer's specifications for all steel sizes and locations. Scope of Work - Provide all labor, materials, tools, equipment, transportation °C When so required by the Owner or Landscape Architect, Contractor shall submit and necessary incidentals for completion of all metal work where shown on the W for approval samples of the various materials, and specify finish thereon. q. Curing Material - Hunts process MD70. 'Lithochrome' color wax for color D. Gutting of Masonry drawings, including but not limited to the following: Q conditioned concrete by L.M. Scofield, in matching color of concrete as I. No cutting of masonry units shall be allowed unless shown on the drawings. A. Materials 6. Local Codes indicated on the drawings. E. 6routin of Masonry I. Steel tubing in sizes shown on the drawin s ASTM designation 500 and/or All construction shall conform to all local building codes and ordinances. It is hand forged, cold rolled wrou ht iron in sizes as shown. on the drawin s. aaa�a� Contractor's responsibility to verifyall codes prior to commencing work. 10. Color Conditioned Concrete - 'Ghromix' admixtures for integral colored I. brougt all cells with vertical steel solid as shown on the drawings. g g g p y p g concrete b L.M. Scofield Company.y p y. 2. Grout all cells below grade solid. 2. Hardware - hinges, latches, bolts, washers, screws, etc., to be heavy duty. H. Utilities II. Dust-On Color - 'Lithochrome' color hardener by L.M. Scofield Company. 3. Concrete Glass A concrete minimum 2,000 PSI at 28 days and/or Contractor shall be responsible for verifying the location of all underground 3. Provide minimum 5/4 between steel reinforcing and blocks. For-Rock as shown on the drawings. utilities, electric cables, conduits, sprinkler lines and all utility lines prior to any 12. Surface Retardant - 'Lithotex' top surface retarder as menufactured by 00 construction. F. Weepholes 4. Paint - Zinc Chromate rimer, 'Rustoleum' finish surface coats ore ual. L.M. Scofield Company, or Sika surface retardant or Rugesol as I. Open oint wee holes at 32" O.G. maximum on bottom course of retaining 'Metalizin ' or galvanizing or ' owder coating if shown on the drawin s. M manufactured by Sika Corporation. p � . p walls with I cubic foot ravel if shown on drawin s or a roved drains g g p g g I < I. Removal of Debris and Glean-Up system per Structural _gravel specifications. g pp g B. Fabrication and Installation 00 = Contractor shall thoroughly clean and keep free of debris and waste material B. Subgrade I. Contractor shall make all measurement for fabrication in field prior to 00 entire construction area to the satisfaction of the Owner. I. Grade all subgrades to a uniform depth and compaction. Moisten all 6. Expansion Joints starting work. L a subgrad 0 es prior to pouring of concrete. I. Provide vertical expansion points in wall per local code and Structural � I.J. General 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 The general conditions and any special conditions that Owner may require shall drawings. Vertical bars to be plumb. (� _ I- 3. Place sand or aggregate base as shown on the drawings and as specified H. Waterproofing Z V apply with the same force and effect as though written in full herein for all I. Water roof all retaining walls below rade with asphalt emulsion, 2 coats. G. Yielding � � Q b a Soils Engineer. p g g p construction sections. y g I. Weldin to comply with O g p y the requirements of standard code for ARC and O C. Forms I. Cleaning as q LL Z II. 51TE EXCAVATION AND ROUGH GRADING I. Glean all masonry work, remove all mortar stains. g welding. = W J 0 Scope of Work - Provide all labor, materials tools a ui ment I. Use only finished lumber. Set all forms true to grade and position. y - � () p q p , transportation and 2. Weld to only clean, rust free surface. - Q y Q � v , necessary incidentals for the completion of all clearing, stripping, excavating, 2. Upon completion of work, remove all mortar droppings, debris, materials and co � O 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. Tack Z O backfilling, grading and related work as shown on the drawings, including but not release agents. limited to the following: welds not acceptable. V I. BRICK MA50NRY co 0 0000 D. Expansion Joints Scope of Work - Provide all labor, materials tools a ui ment transportation and 4. Grind smooth all exposed welds match adjoining surfaces. I. Place expansion joints in concrete at intersection of concrete and fixed p q p p p g W Z 0 A. Protection of all curbs, walks, walls, structures and other existing work which is p necessary incidentals for the completion of all brick or stone masonry as shown on to remain. structures, i.e., garage, walls, base of steps, pool bond beam as indicated on the drawin s, including but not limited to the foliowin : 5. Plug all open ends and tops, and weld. 0 0 � g 9 g W Z .. the drawings. D. PaintingZ 1 W � B. Clearing and stripping site of brush, debris and other foreign materials as 2. Place control joint in concrete not to exceed a horizontals spacing as A. Materials 1. Prim all metal work with one coat Zinc Chromate rimer. O C0 J pNj outlined in the drawings. specified by a soils engineer. p g I. Brick or stone conforming to ASTM A-62 grade MN as shown on the drawings. p O (L W IL v 2. Paint all metal work with 2 coats 'Rustoleum' in semi-gloss or flat as shown C. Excavation for all foundations and footings to the dimension and depth shown on 3. Place construction joints in concrete where castingon concrete is to be 2. Cement - Standard Portland Cement A5TM designation 0-150, Type 11, III, or on the drawings. Paint to be 4 mils minimum dry thickness each. the drawings. Bottoms of excavations shall be smooth and level. All loose stopped and subs uent castingis to be started V Iow alkali single brand throughout. Refer to Soils Engineer's report for material shall be removed therefrom. pp g' recommendations. 3. Prime and paint per above, all field welds. E. Concrete 3. Sand - Glean, well graded A5TM designation C-144. E. Protection and Cleanup 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 g g I. Protect all existing work from paint overspray. and be proportioned to attain a maximum cylinder strength of 2,000 PSI in 4. Water - Water used shall be of potable quality. 2. Obtain Fire permit where required for on-site welding. � Q Z E. Subgrades under all paving shall be true to grade and cross section, hard, 28 days. Compressive strengths are to be determined in accordance with uniform and smooth prior to placement of base material. ASTM C-3q. The slum shall not exceed 4". - -5 p p p 5. Steel - Reinforced steel for walls to be Grade 40 deformed bars A5TM 5. Upon completion of work, remove all scrap iron, debris, materials and 00 Z designation A-165. tools from site. J O LL F. Backfilling of all excavations and trenches after placement of foundations, walls, 2. Concrete mixing - All transit mixed concrete shall be mixed and delivered in 0 W walks, utilities, etc., as outlined on the drawings. Compaction of backfill shall be accordance with the requirement of Standard Specifications for ready mixed 6. Mortar - by volume, freshly prepared, uniformly mixed in ratio I part cement, ..I aj _ a in acceptance with Engineer's specifications. concrete ASTM G-q4. 1/2 part lime putty, 3 parts sand, conforming to ASTM 0-270. Omit lime putty Q ti J Q if plastic cement is used. F. Concrete Finishing 00 C.� (/a 6. Grading of areas indicated in the drawings including bringing existing grades to I. Broom Finish - Tam fresh concrete with heav metal rid. Screed with straight 7. Grout - b volume, fresh) prepared, uniform) mixed in ratio I art cement " " o P p y g g 3 arts sand or I art cement 3 arts sandyand 2 arts eap ravel. W ~ within I/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 = � W Z and edge to an even hard surface. Score as indicated on drawings. Use a B. La in of Brick H. Stockpiling I in of excavation material or import to soil f i i I and sand shall be as new manila hem bristle broom. Brush markings g �p gon slab in uniform fashion as p pyy p g I. La all masonry straight and true to line with � W outlined on the drawings or as approved by Landscape Architect. shown on the drawings. y y g brick vertical joints plumb over � 0 ifl W each other. Horizontal points shall be level. Headers and corner units to show Q J 2. Rock Salt Finish - Tam fresh concrete with heavy metal rid. Screed with finished faces where exposed. Joints and bond pattern to be as shown on J I. Glean up and remove all debris and surplus material and remove from site. p y g the drawings. J O straight edge to remove all irregularities. Float to a smooth surface, steel (/� 0 Z trowel and edge to an even hard surface. Score as indicated on drawings. C. Reinforcing < 0 III. DRAINAGE CIL Hand broadcast rock salt in even distribution and tamp in. Wash off concrete I. All bars in masonry shall be lapped a minimum of 40 bar diameters. Dowels W j C.) 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 J necessary incidentals for the completion of all drainage systems as shown on the LL Engineer's specifications for all steel sizes and locations. V LU 3. Pea Rock Retarded Finish - Tam fresh concrete with heavy metal rid. �j Q drawin s including but not limited to the foliowin p y g g g g Screed D. Cutting of Masonry W Q Q with straight edge to remo ve all irregularities. Float to a smooth g y -• surface, steel trowel and edge to an even hard surface. Apply surface I. Use masonry saw for brick cuts unless specified otherwise. Bricks cut less O U A. Materials than 1/2 length shall not be used. Stone to be cut with chisel and hammer. °L retardant to finished surface, prior to initial set per manufacturer's I. Acrylonite Butalene - Styrene (ABS) Schedule 40 drain pipe, perforated or recommend gg ations, L.M. Scofield, using sprayer, providing even distribution. E. Groutin of Masonry non-perforated in diameters shown on the drawings. Reveal aggregate by using water jet and coarse fiber brush to remove I. 6rou-t core walls solid as shown on the drawings. retardant paste from surface washing thoroughly until surface is clean and SHEET DESCRIPTION 2. Basins and Drains - High impact plastic Styrene drain basins, catch basins �exposure is complete and uniform. 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 minimum 3/4" between steer reinforcing and brick. 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. CONSTRUCTION shown on the drawings. Stainless steel or brass deck drains in hardscape as Screed with straight edge to remove all irregularities. Float to a smooth H. Waterproof in SPECIFICATIONS shown on the drawings. surface. Hand seed surface in uniform fashion over entire area keeping stone I. Waterproo? all retaining walls below grade with asphalt emulsion, or other as 1/2" minimum from edges and expansion joints. Tamp aggregate to a uniform specified by Soils Engineer. depth below concrete surface. B. Trenching and Laying Pipe p I. Gleaning and Sealing DESIGNED J.L. I. Trenches to itch a minimum of 1/5" per foot unless otherwise indicated on the 1 p� p 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 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 J.L 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 pq more shakes and float after each shake. Trowe I only after final I floating 2. Bottom of trench shall be smooth and continuous to f Iow direction. A hol low y g tools from site. ", I-30-06 while concrete is still plastic using imprinting tools to make pattern as JOB NO. shall be made to receive bell of pipe so the point will not bear upon the p g � p g subgrade. Adjustments to line and grade shall be made by scraping away or shown on the drawings. Apply color curing compound 'Lithochrome' color VI 1. CARPENTRY CONTRACTOR QUALIFICATION NOTE: Masters Models wax b L.M. Scofield Company usingroller sprayer. If 'Bomacron' type Scope of work - Provide all labor, materials, tools, equipment, transportation and ALL LANDSCAPE CONTRACTORS SHALL BE CALIFORNIA LICENSED C-27 CAD FILE filling in with backfill under the base of the pipe and not by wedging or y p y or s er p y yp p blocking. surface is shown on drawings, a release agent must be applied prior to necessary incidentals for completion of all carpentry as shown on the drawings, ALL CONCRETE CONTRACTORS SHALL BE CALIFORNIA LICENSED 0-8 ASTERGONSFEG texturing the concrete. Color curing compound may be optional, as including but not limited to the following: ALL MASONRY CONTRACTORS SHALL BE CALIFORNIA LICENSED 0-2q SHEET NUMBER 3. Trench material shall be used for backfill. How indicated on the drawings.ever, no rocks or lumps A. Materials shall be used. Welded joints shall be given at least 15 minutes setup 6. Sand Finish - Tamp fresh concrete with heavy metal grid. Screed with I. Wood - rough sawn, resawn, surfaced 4 sides where shown on the drawings, before handling. Above the level of initial backfill, the trench may be straight edge to remove all irregularities. Float to a smooth surface, steel straigght, sound, free from marks, pin head knots, sap pockets, slivers, and backfilled with trench material. trowel and edge to an even hard surface. Prior to set, lightly sponge chec�C5. Select grade or better where shown on the drawings. L� 6 CoONSTRUCJION 5FECdFIC.ATIONS OF 21 SHE i NOTE A: CONTRACTOR SHALL INSTALL AN ADDITIONAL CONTROLLER ON THE EXTERIOFR OF SALES OFFICE FOR ADJACENT PARKING LOT IRRIGATION SYSTEM. CONTROLLEER TO BE RELOCATED TO ADJACENT LOT AT TIME OF FINAL BUILD-OUT. NOTE: MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCAATION TO SUMMERS/MURPHY A PARTNERS, INC BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYFP. LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DMU POINT, CAUFORNIA 92629 NOTE: (949)443.1446 FAX (949)443-1631 BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITrH TREES �O�ND`SCAP AND AS D4RECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM AL_L LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCI ING WORK. tQ` G�` M rphy .0 do y � C` I � Signature 7-31-06 * Renewal Date Date �P grFOP CALIFO�� These drawings and/or the accompanying specifications are the exclusive property of Forsum/Summers & Murphy, Inc. and their use and publi— cation shall be restricted to the original site for which they were prepared. Re—use, repro— duction or publication by any method, in whole or part, is prohibited except by written permission from Forsum/ Summers 8c Murphy, Inc. n f > N. -,mom _ ...-.. -m..�-�:. ._ .-.:; - �.-��.,.... _ �; :- =' �, �_.ems .,�• x,� -:_ lk.-. lq 1„ 1n In n w 11/4 4» z n 1 1 1 Y 1 __. _ 1 _ 2 n i w _ 3 4 s _ F _ y 11/4 :U .3/411 _ - lot _> W f" 11/4 ' ` n 15 1 11 4 p _. J e s, • r / 3 1 22bEIR I 4 x 1n 3 _ 3 4 r 1 6 - - zenv » CID „ „ „ 1 � 1 IF I 1 2 _ 429E~ 4 11 4 � t , 1 I � F sw ^ I —; = . i x n e 4 3 ry4 , 308E _ „ . w x 42 I „ 11 4 _ __ _ _. _ W 11 v fit 4 = Z 1 4 J- ._ l.J - " ", REFER TO NOTE A ABOVE RIGHT ;> , DA ' Q V 11/4" 1 V O F 1 O co Z >° O 131 , n 1 a 5 :. z � W Wz .xfi so 1 I F It CERTIFICATI❑N OF PROJECT C❑MPLETI❑N Q ;. n I oG O co A. A Licensed landsca a architect Z > -. � �; _r - „ or other qualified professional in a related field, - ry » 3 LO _ ._ ._ r _ _ _ . shall conduct Q _ �. a, _ field observation and shall provide a certificate of completion, 11/4 - uct a final P � W certificate shall specificatl Indicate that the (ants were inst J ailed as specified CM and that the irrigation t10 1 on system was ms al ed as designed, 1/4 a riga syst Y t l Is gn s � � a v B, Certification shall be accomplished b com letin a certificate „ P Y P 9 e of completion and 11 delivering it to the District, cirt or county and to the owner of record (See example) e f f » » 1 � mp/ _ „ n t t - 11/4" CERTIFICATE OF PROJECT C❑MPLETI❑N n - _-- 1 1 1„ 13/4„ 1 r , ' Project Name----------------- Parcel Map or Tract No,,----------------- Project Locations / " ------------------------------------------ ♦� ��� �- " 1 n ------ V/ m 11 _ — �' 3/4 3 4» _ : ------------------------------------ / =` CIn hundred cubidofeet) ------ Q Z 00 _ r 4 .:a " / /4 : Z 1" 1 Estimated Total Annual Water Use: W �.. 11 4" 11/4" �/4 1" 11/4" Is " —J °� O W -- (in hundred cubic feet) LL 1" 11/4„ 11/411/4 1 / I ---------------------------------------------- J _ W „ 1 1\. J w Preliminar Pr Project Docu» _ y ode Documentation Submitted; (Initials Indicates submltt 1 00 77 Q Gradin design V V ) 1 3 - --- 9 9 Plan � 1 1 I 11 4" » ,, W F— �,. / 1 , Landscape design plan , 1 ----- z 11 _.4" ape si n - / W 3, Irrigation design plan Lam. (/� CO g W 4, Irrigation schedules s{; W Post „ 1 , P installation Inspections (initia(s indicate completion) 1 — p„ A. Plants installed as specified 0 J 1 ra. 0 ' B. Irrigation systems installed as designed W c+) LL In Comments ------------------ I— O i co --------------------- A copy of this certification has been provided to Owner/Developer and District CL Comments _ SHEET DESCRIPTION - I certify that the work has been completed in accordance with Coachella Valley Water District Landscape and Irrigation Guidellnes, IRRIGATION ------------------------------------------------------------ PLAN Landscape Architect Signature Date License No, DESIGNED — SA Sweeney 8c Associates, Inc. DRAWN Irr1amtlon cosign 8� Consultln� ✓!� S A E R CHECKED E C EE I VIE IE 38730 Sky Canyon Drive, Suite C Murrieta, CA 92663 ` DATE Ph. 951-461-6830 Fax. 961-461-6850 E-mail: emaliftweeneyassoc.com Masters Models PUBLICCAD FILE SCALE: I " = 8i_011 SHEET NUMBER L�7 01 81 16, 24' 32' NORTH OF 21 SHEETS NOTE: MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCA4TION TO BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYFP. NOTE: BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITrH TREES LANDSCAPE ARCHITECTS At PARTNERS, INC AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM AL.L LAYOUT LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCI ING WORK. DANA POINT, CAUFORNIA 92629 (949) 443-1446 FAX (949)443.1631 ND SCq pF 4. Murph q � C" do , y e, '00 i W17 ir a C, 4 Signature 7-31-06 - it Renewal Date i s'�q Date TFOF CALkf These drawings and/or the accompanying specifications are the exclusive property of Forsum/Summers & Murphy, Inc. and their use and publi- cation shall be restricted to the original site for which they were prepared. Re-use, repro- duction or publication by any method, in whole or part, is prohibited except by written permission from Forsum/ I ' Summers & Murphy, Inc. _�....a.v _ ....� tQ .' _ •� ...fi ' 1" � " _4 f" ---- 1, � V � I� 01 711n, ��_����_-1�-,_-;lI_"',i�--��,k�,I�,�,-�;,��-,-�-�--,�,I:I]--�-,I'H-�,�I_�,-�i�-EI�V-��I��1I�II''IIII�II�IV__,I-i,I.I��', 4'� 1" 3/4" 1 _ 3 r. - ,�'_---�',Q2,-1���i.I 1,"�-I—��-1�:,1,`-1�'�,,_;�-�_,�-4I`-I1_,_t�-,1I�I.IIII�?-I,1.11�-�,-�,�",-�;_,,,_II,11�- ,�-1_,�:1,_-.�,,�-i��,-�,,%�-!;��I I:�,III-7 I41I1-I,-II::I-� ,II---:I —_ �y n ... ,. r f , _ ,. n ,._.: w < . _. -_ ,,.. _ } 1 _a w. ; _, . _, ., Y � � _ �. _ zT �_ w 5 . _ _ _�, . r �_... - _ T 1 w _ . 0. II z IiII n - :.r :_ " A s y „_ . O �_ -_ - t " " - t/) _ „ 1 1 �: ��Y_ 1_ _ - _ -" .. m. ,. :„.. .. ._. ,, __ _ 1 - - �. , _. _.: _.. s 1 1 - __ Y. - 1 1 1 1 _ " ,r ,._ n . - _ _� -, . — , - - _ �._; �_ �. , -_ 1 Q 1 �.: fi ; 1. ;: s _ _: , :. _ n _ u. - _., _.. -, — 3 1 - - r --.Y... i - `�`' ' s ! 180E __ _____ n 4 _. w 1" 1 1 - -_._ ___ __ - _ n n f r. , , : _..xa� __._ - __.-.. ,,.- _ _ - 1 ��- R,, 3 1 11/4" � , - 1 - 1' Y 1 F=. __ -s I <0c I <<0!Z00LVC000<!oV�000))) _ - . 4 - -. . <0zo�<2<<0 310E 1 _. r �- ,";. z x _, 1 ; I 3 x ,. _ 1 ___ , = -_ _. �fi v _ : _.._ ___ _ _ __ -- _ ._ , _ ____. - r m .. __ E. .. _* . , � . : 0 . r ; " � � r µ ' C . _.. n 34 2 ' _ __ _.k I H -_ r W 1 4" h n _ 1/ fi IOC 1 11 1 _ .� s_ : � -N E l __ 4 � ------- ---.._- __ __ -._ ___ -__n __. _ .; 1 __ __._.. .� -. __. _ -= _, 9a0<0 - - . - __ I r� 1 z �_ - = JO 2 n ' - V, _._ . -/1-���_,,, -,-�1,� ",:I.��I 79 1,,I.I`_I1�I�V�.-I 1.�.�___1`I�_1,�:II,I1�I�,,_�1�,II,,--I-�,_�---I-�/, II�4 i-�.!,-I,1I1nII,�1��.Q����11�I;-.II- 3/41 1_,. , w 4. ., A& __ " r.. 1 U.1 1 1 11 4 1 O - _ w._ b 238E . _-_ - - _ -. I, - _ _ 34 - -__. _ ,_- - s x. �__ s z O 0 —1 �, W _, : __ + r�_ Z O n �. v�; =x.�. 1 _, ,, .. _, z sU. - - ERTIFICATION ❑F PR❑JECT C❑MPLETI❑N ■ , ; V ; 4 . P , .. __.;, " L n _ E 1 t 4 "- - --._ Licensed landsca e oC A A W Z I1 11 , 4 _._. , _ . __ - p architect, or other qualified professional in a related field, -,;- Z - .,: shall conduct a final field observation an LIJ ' ____ . .-__ _ «. d shall provide a certificate of com letion. h _ .-___ _. ._._. _. The certificate shall s ecif O t0 _I N __ " _ ., ,__ p ically indicate that the plants were Installed as specified __ _ _ _ _-_- __. _ ._, £, .__ _ _ , 1 _ p -- n and that the irrigation system was installed as designed. a v 1 1:14 1 _ -: - _ __. _. . Certification shall b k -_ 1- B e accomplished b com letin a certificate of com let v 4 ... } I I n 9 p Ion and <. Y deliverin it to the District cirt or _._v. 9 county panel to the owner of record. (See exaM te) 4 ` n ��::_ . w -, " 1 3�4'� 1 _ _�` 1 CERTIFICATE OF PR❑JECT C❑MPLETI❑N -11 !4 1 4n - 1 . .,: w., ro ject Name ----------------- Parcel Map or Tract No,, 1 iI t�-1,,_� _r 1 n y, -1 _ _.. .1� - ro jec 1. " P t Location --------------------------------- 3 ---------------- r . w,` _; 1" 1 n 4 Maximum Water Allowance ------------------------------------------- Z " " ,, " In hundred cubic feet) Q 0CC ___.. _ _ 1 1 O n __�s , - 4 I _ .� 00 zg " f s co ,.- .. . < � . -_ 1" stiMated Total Annual Water Use 1 "z - - 1 11�4" E W � oCa _ . � _ , J O >�; _ ------------------------------------------------ (in hundred cubic feet) LL W n n J — — - - — — --- __ kF - _, .r- %. n Preliminar Project Docum m,:, 1 -' ,.__ Y J entation Submitted: (Initials indicates submittal) Q Q : . — - - - - — — — n — - - — .. . 1n n , `. -- . a : : _ Grads de lan ,...., -: . -� -- : -- -,----- — — — — — — — ----- 9 9 P - �, V _. .,, , , 1 . _... t_. �- .- =x Land .. 1... , - " ----- sc pe e plan 1 �. „ 2 a d g si n 4 ;, " �� OL Z __ 1 r 1 11/4 _ . . ", — — — — -----3. Irrigation design plan Z _ _ 9Wg _ _. 1 11/4": r O W 1 " 1" 1 n 1 -___4. Irrigation schedules -.. _ ___ _ �; - � - J F' Q w 1 n Post installation Inspection; (initials indicate completion) '1. 1 1 1 I a. 1„ 1" 1° " -----A. Plants installed as specified v,/ a 1 , -, ° 1 n -I * II L_0_-_ L 8. - 1 . r CL V ____B, Irrigation systems installed as designed W M - •• .Comments ...... 1-- LL b oa o o QC � o A copy of this certification has been provided to Owner/Developer and District (� Comments. ----------------------------------------------------- i ------------------------------------------------------------ SHEET DESCRIPTION I certify that the work has been completed in accordance with Coachella Valley Water - District Landscape and Irrigation Guidelines. _ _ _ ._ _. _ __ _ - IRRIGATION ------------------------------------------------------------ PLAN Landscape Architect Signature Date License No: DESIGNED 5A Sweeney & Associates, Inc. DRAWN Irrlgatlon 6-ssign 8% Consulting �J- A -$ `,-i� GPeE ,RPic CHECKED ! - ,-` - 38730 Sky Canyon Drive, Suite C Z '� P.M. Murrieta, CA 92563 DATE Ph. 951-461-6830 Fax. 951-461-6850 • 1_5O_O6 E-mall: emall9sweeneyassoc.com '&o i t o 9- MsNO5 Models t"Li CAD FILE MA5TF_R1 RR SHEET NUMBER O' 8' I&' 24� 52, NORTH OF 21 SHEETS II 11111111111111111111111 ,� I I . _ I City of Palm Desert City of Palm Desert Water Calculation Chart Water Calculation Chart IRRIGATION MATERIAL LEGEND SUMMERS/MURPHY & PARTNERS, INC LANDSCAPE ARCHITECTS SYMBOL 34197 COAST HIGHWAY, SUITE 2W DANA POINT, CAUFORNIA 92629 Q T H F MANUFACT. MODEL NO. / DESCRIPTION GPM PSI RADIUS DETAIL (949) 443-1446 FAX (949)443-1631 Maximum Water Allowance (MWA) TREES Plant/irrigation ation System Te: Zone Irr. Eff. Area Seasonal Plant Factor: ♦ HUNTER INST-06-CV-PCN-25 POP-UP BUBBLER HEAD FOR 24" BOX AND SMAaLLER 25 (0.5) 30 N/A A Input Zone 3a Spray/Bub/Drip 3a 0.75 0.000 6 Low Tree INST-06-CV-PCN-50 POP-UP BUBBLER HEAD FOR 36"BOX .50 (1.0) NDSC INST-06-CV-PCN-50 POP-UP BUBBLER H AP HEAD FOR 48" BOX TREES A UB PALMS 1.0 (2.0) � k.� �,• Murphy�q,Q� Season Zonalto Plant Area Conversion Factors Estimated EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, PLACE BUBBLERS AT EDGE OF Value Factor sq.ft. 0.62 748 Irri.Eff. Water Use ROOTBALL ON OPPOSITE SIDES OF TREE TYPICAL. `t o S- Square Footage Calculatiorns � o Spring 16.5 0.2 0 0.62 748 0.75 o �� Summer 45.75 0.2 0 0.62 748 0.75 NOT SHOWN RAINBIRD o �' In Tree & Shrub Square foot 12350 Fall-winter 5.75 0.2 0 0.62 7as 0.75 XERI BUG XB-T-05PC, XB-T-10PC, &XB-T-20PC PRESSURE COMPENSATING DRIP EMITTERS (01.5-2.0 GALLONS PER HOUR)) SEE B Signature ! Turf Square foot 0 PLANT DRIP EMITTER MATRIX BELOW LEFT FOR SIZE AND QUANTI ITY 7-31-06 TOTAL 0.00 Renewal Date Total Square foot Cobble/Boulder 1990 Total Waterfeature Square footage 980 NOT SHOWN RAINBIRD POLYFLEX RISER AND MALE ADAPTER PFR/FRA CONNECTED TO THREADED TEE ON PVC ON BASE AND THREADED DRIPP EMITTER ON TOP B Total Landscape Square foot 15320 Plant/irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Spray/Bub/Drip 3a 0.75 183.488 7 Low/ Mod Tree • P.O.C. 3/4" DOMESTIC WATER METER FOR FUTURE RESIDENCE, EXISTING PER CIVIL PLANS C q�FOF CALtFO�� Zone No. Eto Water Adj. Total Conversion Factors Total Season Zonal Eto Plant Area Conversion Factors Estimated Factor S ft. 0.62 748 MWA Value Factor sq. 0.62 748 Irri.Eff. Water Use These drawings and/or the q NO SYMBOL WILKINS MODEL B4 PRESSURE REGULATOR (15-150 PSI) 3/4" SIZE, SET PRESSURE AS REQUIRED C,D Spring 16.5 0.35 183.4877 0.62 748 0.75 1.17 accompanying specifications 1 57.01 0.5 0 0.62 748 0 are the exclusive property of 2 66.82 0.5 0 0.62 748 0 Fall-winter 122.75 0.35 183.4877 0.62 748 0.75 0.9090 Summer 4 .75 0.35 183.4877 0.62 748 0.75 3. ts9.� m KBI LT-1250-T 11/4" FULL-PORT BALL TYPE ISOLATION VALVE C,E Forsu /Summers & Murphy, 3a 75 0.5 15320 0.62 748 476.1898 Inc. and their use and publi- 3b 88 0.5 0 0.62 748 0 TOTAL 5.32 RAINBIRD 100-ASVF (1") PLASTIC AUTOMATIC ANTISIPHON VALVE, INSTALL 6"ABOVE HIGHEST HEAD SERVED F cation shall be restricted to the 4 1 93.91 0.5 0 0.621 7481 0 original site for which they Plant/irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: RAINBIRD - were prepared. Re-use, repro- Spray/Bub/Drip 3a 0.75 465.777 8 Mod Tree XACZ-100 (1")ANTI-SIPHON DRIP VALVE ASSEMBLY, INSTALL 6 AB30VE HIGHEST HEAD SERVE=D G duction or publication by any Season Zonal Eto Plant Area Conversion Factors Estimated method, in whole or part, is Value I Factor sq.ft. 0.62 748 1 Irri.Eff. Water Use 0 TORO TIS-06-ID/OD INTELLI-SENSE 6-STATION CONTROLLER, ET PROGR/AMABLE, INSTALL WITHIN GARAGE H prohibited except by written Estimated Water Use Spring 16.5 0.5 465.77661 0.62 1 748 1 0.75 4.25 permission from Forsum/ N/A 120 VOLT ELECTRICAL Summers & Murphy,Summer 45.75 0.5 465.7766 0.62 748 0.75 11. CTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIEELD N/A Inc. 78 Total Number of plants �- 734 Fall-Winter 12.75 0.5 465.7766 0.62 748 0.75 3.28 TOTAL 19.30 AS APPROVED PVC PIPE 3/4" - 11/4" CL. 200 AS LATERAL LINES 12" BELOW GRADE-: 1 Number of lants b water use % of Total Landscape Square Footage _ 1 Low 326 0.444 4601.308 Plant/irrigation System T e: Zone Irr. Eff. Area Seasonal Plant Factor: AS APPROVED PVC PIPE 1114" SCH. 40 SOLVENT WELD AS MAINLINES 18" BELOW GRADE 1 2 Low/Mod 87 0.119 1227.956 Spray/Bub/Drip 3a 84.687 9 Mod/High Tree AS APPROVED PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OIR WIRE BUNDLE CARRIED J 3 Mod 265 0.361 3740.327 Season Zonal Eto Plant Area Conversion Factors Estimated PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED) REPRESENTATIVE. 4 Mod/ Hi 0 0.000 0.000 Value I Factor sq.ft. 0.62 748 Irri.Eff. Water Use 5 High 0 0.000 0.000 Spring 16.5 0.65 84.686651 0.62 748 0 NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL(U.L. APPROVED) I,J,K 6 Low Trees 0 0.000 0.000 Summer 45.75 0.65 84.68665 0.62 748 0 7 Low/Mod Tree 13 0.018 183.488 Fall-Winter 12.75 0.65 84.68665 0.62 748 0 NO SYMBOL 3M DBY-6 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTI IONS K Z 8 Mod Trees 33 0.045 465.777 TOTAL 1 0.00 0 9 Mod/Hi Tree 6 0.008 84.687 Ln 10 High Trees 4 0.005 56.458 Plant/irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: VALVE NUMBER ` Total 734 Spray/Bub/Drip 3a 0.75 56.458 10 High Tree OC Season Zonal Eta Plant Area Conversion Factors Estimated 200E ---QTY. OF EMITTERS (IN DRIP ZONES ONLY) LLJ Value Factor sq.ft. 0.62 1 748 Irri.Eff. Water Use SHRUBS spring 16.5 0.8 56.45777 0.62 748 0.75 0.82 t PM Q Summer 45.75 0.8 56.45777 0.62 748 0.75 2.28 Plant/irrigation System T e: Zone Irr. Eff. Area Seasonal Plant Factor: Fall-winter 12.75 0.8 56.457771 0.62 1 748 0.75 0.64 Spray/Bub/Drip 3a 0.9 4601 1 Low Shrub ITOTAL 3.74 a a a a Season Zonal Eto Plant Area Conversion Factors Estimated Value Factor sq.ft. 0.62 1 748 Irri.Eff. water Use Total Tree And Shrub: 250.80 Spring 16.5 0.2 4601.3081 0.62 1 748 0.9 13.98 Summer 45.75 0.2 4601.308 0.62 74s 0.9 38.77 Plant/irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Fall-Winter 12.75 0.2 4601.3081 0.62 1 0.9 10.81 Spray/Bub/Drip 3a 0 11 Turf TOTAL 63.57 Season Zonal Eto Plant Area Conversion Factors Estimated M Value Factor sq.ft. 0.62 748 Irri.Eff. Water Use Q Plant/irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Spring 16.5 0.76 0 0.62 1 748 0 M Spary/Bub/Drip 3a 0.9 1227.956 2 Low/Mod Shrub Summer 45.75 0.6 0 o.s2 74a 0 (� Season Zonal Eto Plant Area I Conversion Factors Estimated Fall-Winter 12.75 0.76 01 0.62 1 748 1 0 IRRIGATION NOTES 001 Value Factor sq.ft. 0.62 748 Irri.Eff. Water Use TOTAL 0.00 Spring 16.5 0.35 1227.956 0.62 748 0.9 6.53 1 ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY POPRTION OF LO 2 Summer 45.75 0.35 1227.956 0.62 748 0.9 18.11 Total Turf: 0.00 THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR a Fall-Winter 12.75 0.35 1227.9561 0.62 1 748 0.9 5.05 PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. �. TOTAL 1 29.69 Plant/irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: d' Waterfeature 3a 1 1 980 12 Moving 2 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICE=S BEFORE UJI - V Season Zonal Eto Plant Area Conversion Factors Estimated COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLAWS ARE Z Plant/irrigation System T e: Zone Irr. Eff. Area Seasonal Plant Factor: Value I Factor sq.ft. 0.62 748 Irri.Eff. Water Use APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHAL-L BE REPORTED c Q I- Spray/Bub/Drip 3a 0.9 3740.327 3 Mod Shrub Spring 16.5 1.2 980 0.62 748 1 16.08 TO THE OWNER'S REPRESENTATIVE. O O Z Season Zonal Eto Plant Area Conversion Factors Estimated Summer 45.75 1.2 980 1 0.62 1 748 1 1 44.601 3 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. W 0 Value Factor sq.ft. 0.62 748 Irri.Eff. Water Use Fall-Winter 12.75 1.2 980 0.62 748 1 12.43 > J Spring 16.5 0.5 3740.3271 0.62 1 748 0.9 28.42 ITOTAL I 1 73.11 Q � Q V Summer 45.75 0.5 3740.327 o.62 748 0.9 78.80 4 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATE=D HEREIN Q V 0 Fall-Winter 12.75 0.5 3740.3271 0.62 1 748 1 0.9 21.96 Total Waterfeature: 73.11 BEFORE BEGINNING WORK. co .. TOTAL 129.18 O Z 0 Total Estimated Water Use: 323.91 5 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AAND IS TO 0 Z O 00 BE INSTALLED WITHIN PLANTING AREAS. W W Z 0 Plant/irrigation System T e: Zone Irr. Eff. Area Seasonal Plant Factor: 6 THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS (0 IN Q Spray/Bub/Drip 3a 0.000 4 ModJHigh Shrub THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WEREE PREPARED. O c Season Zonal Eta Plant Area Conversion Factors Estimated PLANT DRIP EMITTER MATRIX AND CONTROLLER SCHEDULE ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOFR TO ANY Z Value Factor sq.ft. 0.62 748 Irri.Eff. Water use WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY IFOR ANY FIELD CHANGES DEEMED Q SPECIFIC VARIABLES PLANT WATER REQUIREMENTS 3 O ( J N LO Spring 16.5 0.65 0 0.62 748 0 NECESSARY BY THE OWNIER. Summer 45.75 0.65 0 0.62 1 48 0 TO CONSIDER LOW MEDIUM HIGH O 0. 0 a. v Fall-winter 12.75 0.65 01 0.62 1 748 1 0 ESTIMATED SPECIES FACTOR % : 0.20 0.40 0.70 7 INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE DRIP IRRIGATION EFFICIENCY BY CLIMATE % : 0.85 0.85 0.85 RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENdTS FOR BOTH EQUIPMENT AND TOTAL 0.00 ESTIMATED DENSITY FACTOR % : 0.90 0.90 0.90 INSTALLATION. ESTIMATED MICROCLIMATE FACTOR % : 1.00 1.00 1.00 8 ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE AUTOMATIC CONTROLLER IS TO Plant/irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: CALCULATED CROP COEFFICIENT Kc : 0.18 0.36 0.63 BE DETERMINED IN THE FIELD -BY THE OWNER'S AUTHORIZED REPRESENTATIVE=. Spray/Bub/Drip 3a 0.000 5 High Shrub ESTIMATED PEAK ET PER MONTH (INCHES): 12.00 12.00 12.00 CALCULATED ET PER DAY (INCHES): 0.40 0.40 0.40 Season Zonal Eto Plant Area Conversion Factors Estimated 9 CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLERlALONG ENTIRETY OF MAIN LLINE Value Factor sq.ft. 0.62 1 748 1 Irri.Eff. Water Use PLANT SIZE PLANT DIA. FT DESIGN DATA LOW MEDIUM HIGH TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES3 AT BOTH ENDS. CERTIFICATI❑N OF PROJECT C❑MPLETI❑N Spring 16.5 0.81 01 0.62 1 748 1 0 co Summer 45.75 0.8 0 0.62 748 0 SMALL 1.50 GAL. / DAY REQUIRED 0.09 0.19 0.33 A. A Licensed landscape architect, or other qualified professional in a related field, O a Z Fall-Winter 12.75 0.8 0 0.62 748 0 PLANT AREA:, 1.77 EMITTERS PER PLANT 1 2 3 10 ALL PIPE UNDER PAVED AREAS N R INSTALLED IN SLEEVING TWICE THE DIAMETER E THE PIPE CARRIECD. SEE shall conduct a final field observation and shall provide a certificate of completion. Z TOTAL 0.00 EMITTER GPH 0.5 0.5 0.5 LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQLUIRED TO The certificate shall specifically indicate that the plants were installed as specified W 00 a MINUTES/ DAY REQ. 11.20 11.20 13.06 EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING and that the irrigation system was installed as designed. Im DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. 0O W MEDIUM 3.00 GAL. / DAY REQUIRED 0.37 0.75 1.31 B, Certification shall be accomplished by completing a certificate of completion and J - a PLANT AREA: 7.07 EMITTERS PER PLANT 4 4 4 delivering it to the District, cirt or county and to the owner of record, (See example) Q r` J Q EMITTER GPH 0.5 1.0 2.0 11 ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREEAS WHERE Q V MINUTES / DAY REQ. 1 11.20 11.20 9.80 POSSIBLE. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INS3TALLATION CERTIFICATE OF PROJECT C❑MPLETI❑N 00 V co DETAILS. INSTALL ALL QUICK COUPLER AND REMOTE CONTROL VALVES WITHIN) 18"OF HARDSCAPE. _ �+ 0 LARGE 5.00 GAL. / DAY REQUIRED 1.04 2.07 3.63 Project Name Parcel Map or Tract No,; UJI Z PLANT AREA:: 19.64 EMITTERS PER PLANT 5 5 8 12 ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE � LLI WATER PRESSURE CALCULATIONS EMITTER GPH 1.0 2.0 2.0 Project Location:__________________________________________________ MINUTES / DAY REQ. 12.44 12.44 13.61 ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDESS, BUT NOT co co WATER METER NUMBER LOT#78 WATER METER SIZE 3/4' LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPPENSATING I- Maximum Water Allowance: W X HYDRAULIC GRADE LINE FT N/A WATER METER ELEVATION FT N/A WORST CASE DAILY RUN TIME FROM CHART ABOVE: 12.96 MINUTES SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES (In hundred cubic feet) O 0 LU ELEVATION DIFFERENCE FT N/A STATIC PRESSURE PSI 101 CALCULATED WORST CASE WEEKLY RUN TIME: 90.72 MINUTES WITH ADJUSTABLE ARC UNITS. Q J C J DAYS OF IRRIGATION DESIRED PER WEEK: 5 Estimated Total Annual Water Use; 1 0. REMOTE CONTROL VALVE# 4 REMOTE CONTROL VALVE SIZE 1" 13 THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER ANJD RELATED O J R.C.V. DEMAND (GPM) 12 TOTAL DEMAND GPM 12 CALCULATED RUN TIME PER ZONE/ IRRIGATION DAY: 18.14 MINUTES EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. SWEENEY AND ASSOCIATES RECOMMENDS MEASURZING FOR PROPER 0) Q 0 ________________________________________________ (in hundred cubic feet) GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTfURER 0. HIGHEST HEAD SERVED FT N/A STATIC PRESSURE AT HIGHEST HEAD N/A CALCULATED RUN TIME PER ZONE/ IRRIGATION DAY: 0.30 IHOURS SPECIFICATIONS. r 0 Preliminary Project Documentation Submitted; (Initials indicates submittal) W M UL SIZE DESCRIPTION FLOW # PSI LOSS TOTAL NUMBER OF SIMILAR DRIP ZONES: 2 1 O J 3/4" SERVICE LINE 50 FT OF TYPE K COPPER 12 1 10.1 PSI TOTAL DAILY RUN TIME OF ALL SIMILAR ZONES: 1 0.60 IHOURS 1, Grading design plan ril V W 3/4" WATER METER DISC TYPE 12 2 2.2 PSI 2, Landscape design plan ^ v� a O ( MODEL IRRIGATION NOTES ----- O Q OC - N/A BACKFLOW PREVENTER RIP TYPE) N/A 3 0.0 PSI � � � V N/A N/A 3. Irrigation design lan FILTRATION WYE FILTER 4 6.0 PSI DRIP SYSTEM NOTES. MAKE IRRIGATION POINT OF CONNECTION INTO WATER SERVICE LINE IMMEDIATELY DOWNSTREAM OF THEE EXISTING g g p 3/4" PRESSURE REGULATOR WILKINS SOONER 12 5 6.0 PSI WATER METER. VERIFY EXACT METER LOCATION IN THE FIELD AND ADJUST AS NECESSARY. INSTALL BALLL VALVE AT POC 4. Irrigation schedules N/A BFD ASSEMBLY PIPING BRASS W/4 ELLS N/A 6 0.0 PSI FOR IRRIGATION SYSTEM ISOLATION. INSTALL PRESSURE REGULATOR DOWNSTREAM OF BALL VALVE. SETT OPERATING N/A MASTER CONTROL VALVE N/A 71 0.0 PSI ALL LATERAL LINES FOR DRIP SYSTEM SHALL BE PVC AS SHOWN IN THE PRESSURE TO 101 PSI. ADJUST PRESSURE AS NEEDED. MAXIMUM DEMAND IS+/- 12 GPM. MAKE POINT OF CCONNECTION PER Post installation Inspection; (initials indicate completion) SHEET DESCRIPTION N/A FLOW SENSOR N/A 8 0.0 PSI LEGEND. POLYFLEX RISERS SHALL BE CONNECTED TO THE PVC LOCAL CODE. LATERAL LINES IN LOCATIONS ALONG THE LATERAL LIINE ROUTE IN A, Plants Installed as specified 1114" ISOLATION VALVES BALL TYPIE 12 9 2.0 PSI INSTALL CONTROLLER WITHIN GARAGE FOR MODELS. NSTALL CONTROLLERS FOR SALES OFFICE AND PAR2KING LOT ON 11/4" 100 FEET OF MAINLINE: CL. 315 PVC 12 10 0.8 PSI QUANTITIES AND LOCATIONS REQUIRED BY THE PLANJT GROUPS. EXTERIOR OF SALES OFFICE, COORDINATE WITH DEVELOPER. INAL CONTROLLER LOCATION TO BE DETERRMINED IN THE -----B. Irrigation systems installed as designed IRRIGATION N/A FEET OF MAINLINE: CL. 315 PV'C N!A 11 1 0.0 PSI FIELD BY THE EVELOPER'S AUTHORIZED REPRESENTATIVE. DEVELOPER TO PROVIDE 120 VOLT POWER TCD FINAL LEGEND 11/4" 2 - 90 DEGREE ELBOWS 12 12 0.7 PSI INSERT DRIP EMITTERS INTO RISER AS CLOSE AS POSSIBLE TO PLANT CONTROLLER LOCATION. IRRIGATION CONTRACTOR TO MAKE ALL CONNECTION IS PER Comments________________ ------------------------------------- 1" REMOTE CONTROL VALVE 12 13 3.0 PSI MATERIALS. COVER ALL DRIP TUBING COMPLETELY WIITH MULCH ------------------------------------------------------------ 10% LATERAL LINE LOSS N/A 14 3.0 PSI SPECIFIED ON LANDSCAPE PLANS. LOCATE CONTROL VALVES ADJACENT TO THE SIDE OF HOUSE. VALVES SHOULD NOT BE VISIBLE FROM EN ITRY WALKWAY. SCREEN VALVES WITH SHRUBS IF NECESSARY. INSTALL ANTI-SIPHON VALVES PER LOCAL CODES. A copy of this certification has been provided to Owner/Developer and District DESIGNED SA 20% FITTING LOSS IN ADDITION TO ELBOWS SHOWN N/A 15 0.2 PSI CONTRACTOR TO PROVIDE THE QUANTITY OF EMITTERS AND RISERS DRAWN N/A ELEVATION CHANGE P.O.C. TO HIGHEST HEAD BA s N/A 16 0.0 PSI BASED ON THE ACTUAL PLANT COUNT AND THE EMITTER LEGEND Comment SHOWN BELOW. ANY REFERENCE TO EMITTER QUANTITIES ON THESE ALL PIPE AND WIRES UNDER HARDSCAPE ARE TO BE SLEEVED IN SCH. 40 PVC. PIPE SLEEVES ARE TO BE 22X THE PIPE OR ----------------------------------------------------- S TOTAL SYSTEM PRESSURE LOSS SUM OF#1 THRU #16 171 27.9 PSI PLANS IS FOR DESIGN USE ONLY. VERIFY THE ACTUAL. PLANT WIRE BUNDLE CARRIED. CHECKED PRESSURE REQUIRED AT HEAD 18 30.0 PSI QUANTITIES AND SIZES FROM THE LANDSCAPE PLANS PRIOR TO ------------------------------------------------------------ P.M. TOTAL PRESSURE REQUIRED SUM OF#17 AND;#18 BIDDING OR STARTING WORK. 19 57.9 PSI I certify that the work has been completed in accordance with Coachella Valley Water DATE I-5�-�6 STATIC WATER PRESSURE FROM ABOVE 20 101.0 PSI DRIP SYSTEM HAS BEEN DESIGNED TO ACCOMMODATEDistrict Landscape and Irrigation Guidelines,f THE UPSIZING JOB NO. RESIDUAL PRESSURE SUBTRACT#20 FROM#211 21 43.1 PSI OF EMITTERS TO COMPENSATE FOR FUTURE PLANT GROWTH. ------------------------------------------------------------ Masters Mode Is SET PRV OR MCV AT #20 PLUS 10 PSI 22 N/A PSI MAINTENANCE PERSONNEL SHALL UPGRADE EMITTER:SIZES AS Landscape Architect Signature Date License No, CAD FILE l_ PRESSURE BOOST, IF REQUIRED SET TO ACHIEVE 30 PSI RESIDUAL 23 N/A PSI REQUIRED TO PROVIDE ADEQUATE WATER FOR HEALTHY PLANT GROWTH. SHEET NUMBER ,, mm-1,ls.r- Sweeney & Associates, Inc. iL-`'•--' -k ' D' Irrigation cb®sign a. Consulting QE �R Gp Ric 38730 Sky Canyon Drive, Suite C Murrieta, CA 92563 L� 9 Ph. 951-461-6830 Fax. 951-461-6850 E-mail: emall@sweeneyassoc.com i OF 21 SHE FINISHED GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. PRESSURE SUPPLY LINE TO HOUSE INSTALL SPRINKLER HEAD FLUSH WITH PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE PRESSURE SUPPLY LINE TO FINISHED GRADE IN TURF AREAS COVER, USE STAINLESS BOLT, NUT,AND WASHER. EDGE. HEAT BRAND"PRV" ONTO LID. IRRIGATION SYSTEM BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE RI _ EDGE. HEAT BRAND" RI ONTO LID. PRESSURE REGULATOR, SEE LEGEND FOR SPECIFICATION TEE FITTING INSTALLED BY PLUMBER POP-UP SPRINKLER HEAD, SPRAY OR ROTOR PVC BALL VALVE, SEE LEGEND FOR SPECIFICATION � 3„ SEE LEGEND FOR SPECIFICATION SUMMERS/MURPHY a PARTNERS, INC -I I I I I- 2" MIN. _ — _ ~ FINISHED GRADE LANDSCAPE ARCHITECTS _�_ _ IN SHRUB AREAS INSTALL SPRINKLER H =III �- �— I_=_ — 1�1T'�1T vz° DAM POINT, CAUFORNIA 92629 —III—I - 34197 COAST HIGHWAY, SUITE 200 _ FINISHED GRADE IN SHRUB AREAS O I I I—I I I III=III =1 1=�I D49) 443-1446 FAX IA9) 443.1631 _ PVC SCH 80 T.O.E. HEAD 1/2" 4" MIN. —III=1 III—I I= I I NIPPLE, 3" MIN., 2 REQ. —III=I I= �— — r- ABOVE FINISHED GRADE IN SHRUB III—I 1= I I—III— —III—I I —III—III XERI-BUG DRIP EMITTER WITH THREADED -T=I I I—I I =1 I 1=1 I 1=1 AND GROUND COVERS AREAS _ _ INLET(SEE LEGEND FOR SPECIFICATION) I—III—III- I I—I I 1=�- =III—II —III—III ,, —III— __ I I=1 11= B PVC SCH 40 SLIP FINISHED GRADE -1 I 1=�Ij—I I —I I I=L—I UNDISTURBED SOIL �,ND SCq p PRESSURE SUPPLY LINE COUPLING, 2 REQ. *+� � 1=1 I(—I 11 1 11 I—I 11—I I I= Q F BALL VALVE 1=�I�_�1 ti f f ti y= _I—,4 —ti ti —1 ti ti—I I 1—ti PRE-ASSEMBLED TRIPLE SWING JOINT, ��DEPTH AS PER SPECS. 2" MIN. —III—I I IEEE—I —I I I=I I I—i HUNTER SJ SERIES(OR APPROVED EQUAL) 2" MI ° PVC MALE ADAPTER ° °° o o ° PVC MAINLINE TO VALVES VALVE BOX 1 I=I (=1 1= III=11 I=1 I- o II — LAY LENGTH TO BE 6"MINIMUM �° 0°° ° 0 °° 9° SCH. 80 PVC NIPPLE TPY. =III=III=I =I I I=I I I=I UNDISTURBED SOIL A-no`,04 o o U o o ° o Q o SIZE AS PER SPRINKLER OUTLET�B O° Q� o° ° 8� °��() . . BRICK SUPPORTS FOUR TOTAL I I I—III=III- I I I-1II-1I1- o �'"O° e o ° o ( ) SCH. 80 PVC UNION =1 I I—III—I =1 I I—III—I SCH 40 PVC SxSxT TEE FITTING Signature BRICK SUPPORTS o-P°oQ�O ° O fig- O 6 �o 3/4" ROCK, 3 CUBIC FT. IRRIGATION MAINLINE, LATERAL x SPRINKLER INLET SIZE 7-31-06 DUAL UNION CONNECTIONS AS SEE SPECS. FLEXIBLE RISER(RAIN BIRD PFR/FRA) Renewal Date PART OF BALL VALVE LANDSCAPE FABRIC TWELVE(12")LENGTH LATERAL LINE,SEE SPECIFICATIONS cP LANDSCAPE FABRIC PVC MALE ADAPTER TYP. PVC FITTING(SxSxT TEE) � Date �P BRASS NIPPLE TYP. FOR TYPE AND DEPTH REQUIRED PRESSURE SUPPLY LINE SIZE:LATERAL x LATERAL x 112" 9�F OF CAL1F0�� BRASS UNION 3/4" ROCK, 2 CUBIC FT. PVC MAINLINE FROM P.O.C. FROM METER -�PVC LATERAL LINE These drawing"BELOW FINISHED GRADE s and/or the accompanying SECTION VIEW- N.T.S. NOTE: SECTION VIEW- N.T.S. PRESSURE REGULATOR(IF REQUIRED) 12 specifications NOTE: INSTALL CONTROL VALVES A MINIMUM OF ONE FOOT APART IN SHRUB AREAS UNLESS OTHERWISE NOTED. NOTE: 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 PLAN VIEW-N.T.S. INSTALL SPRINKLER HEADS 18"FROM PAVING EDGE IN GROUND COVER AREAS. Forsum/Summers & Murphy, INSTALLATION AT MAIN LINE DEPTH. INSTALL SPRINKLER HEADS 18"FROM PAVING EDGE IN TURF AREAS. Inc. and their use and publi- THE PRESSURE REGULATOR ASSEMBLY. REFER TO DETAILS "D"AND "E" FOR SECTION VIEW INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER cation shall be restricted to the LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES,WALLS OR BUILDINGS. original site for which they � repro- duction REFER TO DETAIL "C" FOR PLAN VIEW REFER TO DETAIL "C" FOR PLAN VIEW SECTION VIEW- N.T.S. were prepared. or publication by any method, in whole or part, is prohibited except by written E BALL VALVE ) PRESSURE REGULATOR permission from Forsum CONNECTIONDRIP Summers & Murphy, Inc. . . . O OP- !I ID TAG: RAIN BIRD VID SERIES WATERPROOF CONNECTION: RAIN BIRD SPLICE-1 (1 OF 2) ° PAVING FINISH GRADE ELECTRIC ANTI-SIPHON ° ° a ° 30-INCH LINEAR LENGTH CONTROLLER, SEE LEGEND CONTROL VALVE WATERBROOF WIRE — FOR SPECIFICATION. OF WIRE, COILED CONNECTORS Z III-III- SAND BACKFILL COMPACTED I I—III- — — CLEAN COMPACTED BACKFILL TO THE DENSITY OF III—I C B I EXISTING SOIL = = B I—I I c WALL MOUNTED ENCLOSURE CONTROL ZONE KIT: O - - - -III—I I i_ I I I—I I I_ IF SPECIFIED LATERAL LINES = = RAIN BIRD XACZ-100 _ —III—I A LATERAL LINES, SEE SPECS. s 24"WIRE LOOP IN SCH 40 SLEEVE _ 120 VOLT POWER SUPPLY (INCLUDES 92d IN J-BOX, BY OTHERS MIN. 6"ABOVE I I 1—III I CONTROL WIRES _ CONTROL WIRES, SEE SPECS. 100-ASVF ANTI-SIPHON VALVE, HIGHEST HEAD FINISH GRADELU IN SCH 40 SLEEVE IN-LINE FILTER, II—III— I—IIII — _ e I I f—I I III—IIIsoUNDISTURBED SOIL UNDISTURBED SOIL PRESSURE REGULATOR, _ _ RIGID ELECTRICAL CONDUIT(1") I=III=I�I =I�I I—III=I I: —III—III— = PRESSURE MAINLINE :I I — PRESSURE MAINLINE, SEE D D D — - IN SCH 40 SLEEVE — — — C C C C — — SPECIFICATIONS -III—III-I I I I—� I I —III a s lI l I-III—II � III—III- _ _ —I I=I 48" INSTALL 6-INCH MIN.ABOVE PVC SCH. 80 NIPPLE PVC SLEEVES TO BE I I—I I —III—I i HIGHEST POINT OF DISCHARGE LENGTH AS REQ. (2 TYP.) TWICE THE DIAMETER — — — — — — — — II I I— 111-1 I I-1 11 I — 11—I I-1 I I- —III—III—III—III—III—III—III—III—I OF THE PIPE OR WIRE LOW VOLTAGE WIRE IN RIGID PVC BUNDLE CARRIED. CONDUIT(3")PVC ELECTRICAL SWEEP DIMENSION A B C D DIMENSION A B C ~'' TO EXTERIOR BUILDING UV RADIATION RESISTANT DETAIL ALSO FOR PIPE , , WALL THROUGH J-BOX PVC SCH 40 PIPE PVC LATERAL—] PVC PRESSURE MAIN 00 1/2"TO 4" IN SIZE 36" 24" 24" 4" INSTALLED IN ROCK SOIL. = (1 OF 2) LINE PIPING 0) Q 1/2"TO 2-1/2"IN SIZE 18" '12" 4" a a BUILDING FLOOR BY OTHERS 11 =III I =III=I I FINISH GRADE/TOP OF MULCH PVC SCH. 40 FITTINGS TYP. CV) Q 3"TO 6"IN SIZE 24" 4" SECTION VIEW- N.T.S.NOTE: INSTALL I- INSTALL ENCLOSURE AS INDICATED BY CITY STAFF&MANUFACTURER'S I 6-IN MIN. I II I I PVC SCH 40 ELL 00 SECTION VIEW- N.T.S. 00 RECOMMENDATION. TO (1 OF 2) L c c ROUTE WIRES AND SLEEVE THROUGH WALLAS PER LANDSCAPE ARCHITECT'S CONT. PVC LATERAL PIPE V(1 OF 2) 0) Q� RECOMMENDATION. 9 co W � H Z U � H J SLEEVE INSTALLATION I PIPE INSTALLATION H WALL MOUNT CONTROLLER G DRIP REMOTE CONTROL VALVE ) ANTI0 z F SIPHON VALVE = W - o > -� U CO) in _ O Oca 0WIRES�LOW VOLTAGE WIRES, 3 MAXIMUM Z 00 PASS THROUGH GROOVES IN' cr� Z 00 TUBE LID TO ALLOW LID TO CLOSE W I— CLOSE TUBE LID AFTER WIREIS Q Q ladW ZOa INSERTED INTO TUBE 3 0 LO J N a. 0 � v POLY TUBE PRE-FILLED WITH O WATERPROOF GEL LOCK TABS PREVENT WIRE REMOVALL ONCE CONNECTOR IS INSERTED SCOTCHLOK ELECTRICAL SPRING CONNECTOR. WIRES SHALL BE PRE-STRIPPED OF 1/2"OF THE CERTIFICATI❑N OF PROJECT C❑MPLETI❑N INSULATION PRIOR TO INSERTION INTO THE CONNECTION. TWIST A. A Licensed landscape architect, or other qualified professional in a related field, (� CONNECTOR ONTO WIRES TO shall conduct a finE O al field observation and shall provide a certificate of completion, Z Q SEAT FIRMLY. The certificate shall specifically indicate that the plants were Installed a Ps s ecified SCOTCHLOK CONNECTOR AND WIRES and that the Irrigation system was Installed as designed, cc 0 Z INSERTED INTO TUBE UNTIL THE Q. 00 CONNECTOR PASSES LOCK TABS LU CC B, Certification shall be accomplished by completing a certificate of completion and J 06 0 delivering it to the District, cirt or county and to the owner of record, (See example) LL a NOTE: J Q WIRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT. CERTIFICATE OF PROJECT C❑MPLETI❑N � � V V KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR,A POLYPROPYLENE TUBE AND A Project Name;_________________ Parcel Map or Tract No,:_________________ co CO WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. _ �.� Q DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2-3#14 OR 2#12 PRE-STRIPPED COPPER Project Location:_________________ X � Z WIRES. UJI LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. W CoMaximum Water Allowance:---------------------------- L.� CO (In hundred cubic feet) X I— 0 o W Estimated Total Annual Water Use: J K WIRE CONNECTION ________________________________________________ (in hundred cubic feet) CO q) Q Preliminary Project Documentation Submitted: (initials indicates submittal) C a 0 T 1, Grading design plan L M LL J VFW 2, Landscape design plan � Q Q 3, Irrigation design plan -� Q _ o 4, Irrigation schedules old 0- Post installation Inspection: (initials indicate completion) -----A, Plants installed as specified SHEET DESCRIPTION _____B, Irrigation systems installed as designed Comments; IRRIGATION ----------------------------------------------------- DETAIL ------------------------------------------------------------ A copy of this certification has been provided to Owner/Developer and District DESIGNED Comments: J.L. ----------------------------------------------------- DRAWN ------------------------------------------------------------ J.L. I certify that the work has been completed in accordance with Coachella Valley Water CHECKED District Landscape and Irrigation Guidelines, DATE Landscape Architect Signature Date License No. JOB NO. Masters Models ;;gqp � FIT�fi�ID SHEET NUMBER -- Sweeney & Associates, Inc. Irrigation design ffi Consulting y Pe E l RR�� 38730 Sky Canyon Drive, Suite C L�i 0 Z - Murrieta, CA 92563 Ph. 951-461-6830 Fax. 951-461-6850 E-mail: emall0sweeneyassoc.com "&o i T Olt- OF 21 SHE i FINISHED GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. PRESSURE SUPPLY LINE TO HOUSE INSTALL SPRINKLER HEAD FLUSH WITH PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE PRESSURE SUPPLY LINE TO FINISHED GRADE IN TURF AREAS COVER, USE STAINLESS BOLT, NUT,AND WASHER. EDGE. HEAT BRAND"PRV" ONTO LID. IRRIGATION SYSTEM BOX . HE EAT BRAND"BV"ONTO LID.BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE PRESSURE REGULATOR, SEE LEGEND FOR SPECIFICATION TEE FITTING INSTALLED BY PLUMBER POP-UP SPRINKLER HEAD,SPRAY OR ROTOR PVC BALL VALVE, SEE LEGEND FOR SPECIFICATION 3„ SEE LEGEND FOR SPECIFICATION17,is SUMMERS/MURPHY A PARTNERS. INC � FINISHED GRADE LANDSCAPE ARCHffECTS �_� —I �__ _ IN SHRUB AREAS FINISHED GRADE IN SHRUB AREAS O 34197 COAST HIGHWAY SUITE 20b _III—I I z" DANA POINT, CAUFORNIA 92629 INSTALL SPRINKLER HEAD 112"_ PVC SCH 80 T.O.E. -�=III=� (949) 443•'1446 FAX (949) 443-1631 =1 I=1 I I 4" MIN. �—III—III III—III= I I NIPPLE, 3" MIN., 2 REQ. I —III= —_— - ABOVE FINISHED GRADE IN SHRUB —I 1= I I—I I— —III—I I —III—III XERI-BUG DRIP EMITTER WITH THREADED _�_ I I =�=�=I AND GROUND COVERS AREAS —III— INLET(SEE LEGEND FOR SPECIFICATION) -���I=I II I I=1 =I���—I � UNDISTURBED SOIL -III—I I i 1I II I I I I B v PVC SCH 40 SLIP FINISHED GRADE IJ J ILL-III— J-1I—I I- ND$�+ a PRESSURE SUPPLY LINE COUPLING, 2 REQ. 1=L—II I- IJ=III—I I- p �-P' 'gyp F ow BALL VALVE I -III-I I PRE-ASSEMBLED TRIPLE SWING JOINT,DEPTH AS PER SPECS. 2" MIN. —III—III—I I I—I I—� HUNTER SJ SERIES(OR APPROVED EQUAL) \�\G� o MI o PVC MALE ADAPTER p o o ° PVC MAINLINE TO VALVESL VALVE BOX I I=I I—I I_ I I—I I—I I- 0o °0� c� �° -F—UNDISTURBED SOIL LAY LENGTH TO BE 6"MINIMUM �p gg.000dJ0�0 °°O�o 0°° ° o 0°` °° ° Q o SCH. 80 PVC NIPPLE TPY. —III—III—I —III—III—I SIZE AS PER SPRINKLER OUTLET L �cSC �OB 0. °�°° ° 8(� O °� O�v BRICK SUPPORTS (FOUR TOTAL III—I I—I I= I I I—I I I—I I I- -i ��O° " BRICK SUPPORTS �° o 0. (� ) =1 I I—III—I —III—III—I SCH. 80 PVC UNION Signature o°�°0 0 � � ° ��o o SCH 40 PVC SxSxT TEE FITTING 3/4 ROCK, 3 CUBIC FT. IRRIGATION MAINLINE, T LATERAL x SPRINKLER INLET SIZE 7-31-06 DUAL UNION CONNECTIONS AS FLEXIBLE RISER(RAIN BIRD PFR/FRA) Renewal Date PART OF BALL VALVE SEE SPECS. TWELVE 12")LENGTH LATERAL LINE, SEE SPECIFICATIONS 4( LANDSCAPE ( FOR TYPE AND DEPTH REQUIRED un Date LANDSCAPE FABRIC PVC MALE ADAPTER TYP. P BRASS NIPPLE TYP. SIZE:LATERAL x LATERAL x 1/2" TF O� FABRIC PVC FITTING SxSxT TEE ,9 �\ BRASS UNION PRESSURE SUPPLY LINE OF CALF 3/4" ROCK, 2 CUBIC FT. PVC MAINLINE FROM P.O.C. FROM METER -�PVC LATERAL LINE 12"BELOW FINISHED GRADE These drawings and/or the NOTE: SECTION VIEW- N.T.S. SECTION VIEW- NOTE: N.T.S. PRESSURE REGULATOR (IF REQUIRED) accompanying specifications INSTALL CONTROL VALVES A MINIMUM OF ONE FOOT APART IN SHRUB AREAS UNLESS OTHERWISE NOTED. PLAN VIEW-N.T.S. NOTE: 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 INSTALL SPRINKLER HEADS 6"FROM PAVING EDGE IN GROUND COVER AREAS. Forsum/Summers & Murphy, INSTALLATION AT MAIN LINE DEPTH. INSTALL SPRINKLER HEADS 4"FROM PAVING EDGE IN TURF AREAS. Inc. and their use and publi- THE PRESSURE REGULATOR ASSEMBLY. REFER TO DETAILS "D"AND "E" FOR SECTION VIEW INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER cation shall be restricted to the LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES,WALLS OR BUILDINGS. original site for which they REFER TO DETAIL "C" FOR PLAN VIEW REFER TO DETAIL "C" FOR PLAN VIEW were prepared. Re—use, repro— SECTION VIEW- N.T.S. duction or publication by any method, in whole or part, is prohibited except by written permission from Forsum/ BALL VALVE D PRESSURE REGULATOR C P. O. C . CONNECTION B DRIP CONNECTION A POP-UP SPRINKLER Summers & Murphy, Inc. ID TAG: RAIN BIRD VID SERIES WATERPROOF CONNECTION: RAIN BIRD SPLICE-1 (1 OF 2) ° PAVING — FINISH GRADE F1 CONTROLLER, 30-INCH LINEAR LENGTH ELECTRIC ANTI-SIPHON 0 WATE_ ROLLER, SEE LEGEND CONTROL VALVE RBROOF WIRE Z _III- FOR SPECIFICATION. OF WIRE, COILED CONNECTORS SAND BACKFILL COMPACTED I I=I I- — +. CLEAN COMPACTED BACKFILL TO THE DENSITY OF =III= I=I I I-I C B I=I WALL MOUNTED ENCLOSURE CONTROL ZONE KIT: EXISTING SOIL B t%! I — 2*1 _) ( (- I=III- IF SPECIFIED A LATERAL LINES q = = LATERAL LINES, SEE SPECS. s RAIN BIRD XACZ-075 —i I I=I 24"WIRE LOOP IN SCH 40 SLEEVE — - —_ 120 VOLT POWER SUPPLY — INCLUDES GL III I I—I ( MIN. ABOVE W II=III- I I I=III- IN J-BOX, BY OTHERS M=—m=I I CONTROL WIRES =III=III= _ _ CONTROL WIRES, SEE SPECS. 075-ASVF ANTI-SIPHON VALVE, HIGHEST HEAD FINISH GRADE III=III= I=I I I_I IN SCH 40 SLEEVE I II=I e ") IN-LINE FILTER, PRESSURE REGULATOR, — RIGID ELECTRICAL CONDUIT(1 PRESSURE MAINLINE PRESSURE MAINLINE SEE —_—I II _II I I-I Q IN SCH 40 SLEEVE -III=III=III SPECIFICATIONS - — — — — f _III—III—I I I II—i I I I I—I I I Q Q Q Q II I=I I=I I D D D D I I (=I I- _ ( I=III— C C C _ I I=I 48" INSTALL 6-INCH MIN. ABOVE PVC SCH. 80 NIPPLE --- __=_=__I I —I PVC SLEEVES BE I I—III—I I — I I—I ( —III=III—III—I I HIGHEST POINT OF DISCHARGE LENGTH AS REQ. (2 TYP.) I_I I _ I I_ _I I I_I I I_ I _I I I- TWICE THE DIAMETER =III=III=III=III=III=III=III=III=1 OF THE PIPE OR WIRE LOW VOLTAGE WIRE IN RIGID PVC BUNDLE CARRIED. CONDUIT(3")PVC ELECTRICAL SWEEP DIMENSION A B C D UV RADIATION RESISTANT DETAIL ALSO FOR PIPE DIMENSION A B C TO EXTERIOR BUILDING 1/2"TO 4" IN SIZE 36" 24" 24" 4" INSTALLED IN ROCK SOIL. . 9 WALL THROUGH J-BOX PVC SCH 40 PIPE PVC LATERAL PVC PRESSURE MAIN 0) a 1/2"TO 2-1/2"IN SIZE 18" 12" 4" BUILDING FLOOR BY OTHERS _ — — — (1 OF 2) LINE PIPING �Q M FINISH GRADE/TOP OF MULCH PVC SCH. 40 FITTINGS TYP. 0)00 3"TO 6"IN SIZE 24" 4" NOTE: SECTION VIEW- N.T.S. I I I=I I =III I Q INSTALL ENCLOSURE AS INDICATED BY CITY STAFF&MANUFACTURER'S -III— 6-IN MIN. I I I I PVC SCH 40 ELL SECTION VIEW - N.T.S. 00 RECOMMENDATION. (1 OF 2) L C ROUTE WIRES AND SLEEVE THROUGH WALL AS PER LANDSCAPE ARCHITECT'S PVC LATERAL PIPE 6 RECOMMENDATION. (1 OF 2) Q coL J SLEEVE INSTALLATION I PIPE INSTALLATION H WALL MOUNT CONTROLLER G DRIP REMOTE CONTROL O O z O TROL VALVE F ANTI SIPHON VALVE = W 'l O > JU Qua co 0 0 O coo LOW VOLTAGE WIRES, 3 MAXIMUM cc Z WIRES PASS THROUGH GRZOOVES IN 53 Z O UJ TUBE LID TO ALLOW LID TO CLOSE T O LID AFTER WIIRE a W CERTIFICATI❑N OF PROJECT C❑MPLETI❑N CLOSE TUBE IS INSERTED INTO TUBE Z � A. A Licensed landscape architect, or other qualified professional in a related field, Z 0 JLO 3 shalt conduct a final field observation and shall provide a certificate of completion, O a M The certificate shall specifically indicate that the plants were installed as specified POLY TUBE PRE-FILLED WIITH and that the irrigation system was installed as designed, WATERPROOF GEL i B, Certification shall be accomplished by completing a certificate of completion and LOCK TABS PREVENT WIRE REMOVAL delivering it to the District, cirt or county and to the owner of record, (See example) ONCE CONNECTOR IS INSERTED CERTIFICATE OF PROJECT C❑MPLETI❑N SCOTCHLOK ELECTRICAL SPRING CONNECTOR. WIRES SHALL BE Project Name;_________________ Parcel Map or Tract NO. ----------------- PRE-STRIPPED OF 1/2"OF"THE INSULATION PRIOR TO INSERTION Project Location;__________________________________________________ INTO THE CONNECTION. TWIST CONNECTOR ONTO WIRES)TO _Q Z SEAT FIRMLY. O Maximum Water Allowance;__________________________________ (In hundred cubic f eet) SCOTCHLOK CONNECTOR AND WIRES INSERTED INTO TUBE UNTIL THE ad 0 a CONNECTOR PASSES LOCK TABS Estimated Total Annual Water Use. � � W J Q a� � ________________________________________________ (in hundred cubic feet) NOTE: � � Q U Preliminary Project Documentation Submitted: (initials indicates submittal WIRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT.) � V CO KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR,A POLYPROPYLENE TUBE AND A •. 1. Grading design plan WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. W ' �' Z DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2-3#14 OR 2#12 PRE-STRIPPED COPPER L W 2, Landscape design plan WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. CO CO = 3, Irrigation design plan W W p Q 4, Irrigation schedules Q J a Post installation Inspection: (initials indicate completion) K WIRE CONNECTION O J A. Plants installed as specified r a O W chLU B, Irrigation systems installed as designed OComments: co W W 0 Q � � ------------------------------------------------------------ O M �- A copy of this certification has been provided to Owner/Developer and District CL Comments ----------------------------------------------------- SHEET DESCRIPTION ------------------------------------------------------------ I certify that the work has been completed in accordance with Coachella Valley Water IRRIGATION District Landscape and Irrigation Guidlines, DETAIL Landscape Architect Signature Date License No, DESIGNED J.L. DRAWN CHECKED _ DATE 1-50-06 O. Sweeney & Associates, Inc. JOB Mostters Models Irrigation i5sslgn 8. Consulting AD FIT q ,Rtic I"Ir"�✓y fi�ID 38730 Sky Canyon give, suite c z SHEET NUMBER Murrieta, CA 92563 J 2 Ph. 951-461-6830 Fax. 951-461-6850 E-mail: email@sweeneyassoc.com 4�/o i z 0 q t>• l 0 OF 21 SHE SECTION 02810 1.05 Existing Conditions 11. The chart is to be a reduced copy of the actual "record"drawing. In the event the controller sequence is not legible when the LANDSCAPE IRRIGATION A. The Contractor shall verify and be familiar with the locations, size and detail of points of connection provided as the source of water, drawing is reduced, it shall be enlarged to a readable size. PART 1 - GENERAL electrical supply, and telephone line connection to the irrigation system. 1.01 Summary 12. When completed and approved, the chart shall be hermetically sealed between two pieces of plastic, each piece being a � minimum 20 mils in thickness. B. Irrigation design its based on the available static water pressure shown on the drawings. Contractor shall verify static water on the J A. It is the intent of the specifications and drawings that the finished system is complete in every respect and shall be ready for project prior to the start of construction. Should a discrepancy exist, notify the Landscape Architect and Owner"s authorized representative B. Operation and Maintenance Manuals: SUMMERS/MURPH A PARTNERS. INC operation satisfactory to the Owner. prior to beginning construction. LANDSCAPE ARCHITECTS 1. Two individually bound copies of operation and maintenance manuals shall be delivered to the Landscape Architect or 34197 COAST HIGHWAY, SUITE 200 B. Owner's authorized representative at least 110 calendar days prior to final inspection. The manuals shall describe the material DANA POINT, CALIFORNIA 92629 The work shall include all materials, labor, services, transportation, and equiipment necessary to perform the work as indicated C. Prior to cutting into the soil, the Contractor shalll locate all cables, conduits, sewer septic tanks, and other utiilities as are commonly (949) 443.1446 FAX (949)443.1631 installed and the proper operation of the system. i on the drawings, in these specifications, and as necessary to complete the contract. encountered underground and he shall take proper precautions not to damage or disturb such improvements. Ilf a conflict exists between such obstacles and the proposed work, the Contractor shall promptly notify the Landscape Architect and Owner who will arrange for 2. Each complete, bound manual shall include the following information: 1.02 Construction Drawings relocations. The Contractor will proceed in the same manner if a rock layer or any other such conditions are encountered. O \,NND SC,q p� a. index sheet stating Contractor's address .and telephone number, duration of guarantee period, list of equipment including k. , Murph q DueA. to the scale of the drawings, it is not possible to indicate all offsets, fittings, sleeves, etc. which may be' required. The D. The Contractor shall protect all existing utilities and features to remain on and adjacent to the project site duiring construction. names and addresses � M y � sses of local manufacturer representatives. o�G. ,yo C',y Contractor shall carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly, Contractor shall repair, at his own cost; all damage resulting from his operations or negligence. > � furnishing such fittings, etc. as may be required to meet such conditions. Drawings are generally diagrammatic and indicative of 103 o p g and maintenance instructions for all equipment. � Q the work to be installed. The work shall be installed in such a manner as to avoiid conflicts between irrigation systems, planting, E. The Irrigation Contractor shall coordinate with the General Contractor for installation of required sleeving as shown on the plans. b. Operating � and architectural features. c. Spare parts lists and related manufacturer information for all equipment Signature .. F. The Contractor shall verify and be familiar with the existing irrigation systems iin areas adjacent to and within the Project area of work. 7-31-06* B. All work called for on the drawings by notes or,details shall be furnished and installed whether or not specifically mentioned in C. Equipment: Renewal Date the specifications. When an item is shown on they plans but not shown on the specifications or vice versa, it shall be deemed to be G. The Contractor shall protect all existing irrigation systems, in areas adjacent to and within the project area olf work, from damage due to as shown on both. The Landscape Architect shalll have final authority for clarification. his operations. 1. Supply as a part of this contract the following items: Date TF pF �FOFi CAL C. The Contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that H. Contractor shall notify Owner's Representative if any existing system is temporarily shut off, capped or modiified. Provide 48-hour notice, obstructions, grade differences or discrepancies lin area dimensions exist that might not have been considered in engineering. prior to turning off or modifying any existing irrigatiion system. a. Two (2)wrenches for disassembly and adjustment of each type of sprinkler head used in the irrigation system. These drawings and/or the Such obstructions or differences should be brought to the attention of the Landscape Architect as soon as detected. In the event accompanying specifications property of e exclusive p th are c r this notification is not performed, the Irrigation Contractor shall assume full responsibility for any revision necessary. I. The Contractor shall repair or replace all existing irrigation systems, in areas adjacent to and within the project area of work, damaged by b. Three 30-inch sprinkler keys for manual operation of control valves. areFor th Summers Murphy, 1.03 Quality Assurance the construction of this project. Adjacent irrigation systems shall be made completely operational and provide complete coverage of the c. Two keys for each automatic controller. Inc. and their use and publi- existing landscaped areas. All repairs shall be complete to the satisfaction of the Owner's Representative. 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 1.06 Inspections d. One valve box cover key or wrench. original site for which they , who shall be thoroughly familiar with the type of materials being installed and the manufacturer's recommended methods of were prepared. Re-use, repro- e. Six extra sprinkler heads of each size and type. installation and who shall direct all work performed under this section. A. The Contractor shall permit the Landscape Architect and Owner's authorized representative to visit and inspect at all times any part of n by any method, in whole duction or publication part, is the work and shall provide safe access for such visits. 2. The above equipment shall be turned ovi r cer to Owner's authorized representative at the final inspection. prohibited except written B. Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturer of articles used in this permission from Forsum/ contract furnish directions covering points not shown in the drawings and speciffications. B. Where the specifications require work to be tested by the Contractor, it shall not be covered over until accepted by the Landscape 1.10 Completion Summers & Murphy, Inc. Architect, Owner's authorized representative, andilor governing agencies. The Contractor shall be solely responsible for notifying the C. All local, municipal, and state laws, rules and regulations governing or relating to any portion of this work arre hereby Landscape Architect, Owner, and governing agencies, a minimum of 48 hours in advance, where and when the work is ready for testing. A. At the time of the pre-maintenance period inspection, the Landscape Architect, Owner's authorized representative, and incorporated into aind made a part of these specifications, and their provisions shall be carried out by the Contractor.Anything Should any work be covered without testing or acceptance, it shall be, if so ordered, uncovered at the Contract:or's expense. governing agencies will inspect the work, and if not accepted, will prepare a list of items to be completed by the Contractor. Punch contained in these specifications shall not be construed to conflict with any of the above rules and regulations of the same. rnta However, when these specifications and drawings call for or describe materials„ workmanship, or construction of a better quality, C. Inspections will be required for the following at.a minimum: follow-up meeting. This checked off list to indicate that all punch list items have been completed.At the list to be checked off by contractor and submitted to Landscape Architect or Owner's Authorized representative tiime of the prior to any higher standard, orr larger size than is required by/the above rules and regulations, the provisions of these specifications and post-maintenance period or final inspection the work will be re-inspected and final acceptance will be in writing by the Landscape drawings shall take precedence. 1. System layout Architect, Owner's authorized representative, and governing agencies. D. All materials supplied for this project shall be new and free from any defects. All defective materials shall be replaced 2. Pressure test of irrigation mainline (Six hours at 125 PSI or 120% of static water pressure, which ever is greater). Mainline pressure B. The Owner's authorized representative shall have final authority on all portions of the work. immediately at no additional cost to Owner. loss during test shalll not exceed 2 PSI. E. The Contractor:shall secure the required licenses and permits including payments of charges and fees, giverequired notices to 3. Coverage test of irrigation system. Test shall b C. After the system has been completed, the Contractor shall instruct Owner's authorized representative in the operation and Zye performed prior to any plantirng. t inenance of the irrigation system and shall furnish a complete set of operating and maintenance instructions.public authorities, verify permits secured or arrangements made by others affecting the work of this section. State of California ma O v1 licensed contractors is recommended. 4. Final inspection prior to start of maintenance period D. Any settling of trenches which may occur,during the one-year period following acceptance shall be repaired to the Owner's 1.04 Submittals 5. Final acceptance satisfaction by the Contractor without any additional expense to the owner'. Repairs shall include the complete restoration of all damage to planting, paving or other improvements of any kind as a result of the work. A. Materials List: D. Site observations and testing will not commence without the field record drawings as prepared by the Irrigatiion Contractor. Record WQ drawings must complete and up to date for each site visit. 1.11 Guarantee 1. After award of contract and before any irrigatioin system materials are ordered from suppliers or delivered to the job site, submit A. The entire sprinkler system, includingall work done under this contract shall be unconditionally to the Owner a complete list of all irrigation system materials, or processes proposed to be furnished and installed as part of this E. Work that fails testing and is not accepted will be retested. Hourly rates and expenses of the Landscape Architect, Owner's authorized o ditionally guaranteed against all defects and fault a material and workmanship, including settling of backfilled areas below grade, for a period of one (1) year following the <1<Q<1<1 contract. representative, and governing agencies for reinspcection or retesting will be paid by the Irrigation Contractor at no additional expense to filing of the Notice of Completion.o Owner. 2. The submittals shall include the following information: B. Should any problem with the irrigation system be discovered within the (guarantee period, it shall be corrected by the LE 1.07 Storage and Handling Contractor at no additional expense to owner within ten (10) calendar days of receipt of written notice from Owner. When the a. A title sheet with the job name, the contractors name, contractor's address and telephone number, submitt::al date and nature f o the repairs as determined by the Owner constitute an emergency(i.e. broken pressure line)the Owner may proceed to submittal number. A. Use all means necessary to protect irrigation system materials before, during„ and after installation and to protect the installation work make repairs at the Contractor's expense. Any and all damages to existing improvement resulting either from faulty materials or and materials of all other trades. In the event of damage, immediately make all repairs and replacements necessary to the acceptance of workmanship, or from the necessary repairs to correct same, shall be repaired to the satisfaction of the owner by the Contractor, 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 the Landscape Architect and Owner and at no additional cost to the Owner. all at no additional cost to the Owner. � (i.e. Hunter Industries); the item model number(Le. 1-40-ADV/36V); and the page(s) in the submittal set that contain the catalog a cuts. Q B. Exercise care in (handling, loading, unloading, and storing plastic pipe and fittings0) C.under cover until ready to install. Transport plastic C. Guarantee shall be submitted on Contractors own letterhead as follows:: 0)pipe only on a vehicle with a bed long enough to allow the pipe to lay flat to avoid undue bending and concentrated external load. M Q c. a catalog cuts shall be one or two pages from the most recent manufacturrer's catalog that indicate the product submitted. M Do not submit parts lists, exploded diagrams, price lists or other extra information. 1.08 Cleanup and Disposal L GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials and OD d. The catalog cuts shall clearly indicate the manufacturer's name and the item model number. The item modlel number, all A. Dispose of waste, trash, and debris in accordance with applicable laws and oirdinances and as prescribed by authorities having X specified options and specified sizes shall be circled on the catalog cuts. jurisdiction. Bury no such waste material and debris on the site. Burning of trash and debris will not be permitted. The Contractor shall workmanship, and the work has been complleted in accordance with the drawings and specifications, ordinary wear and tear and unusual abuse, or neglect excepted. We agree to repair or replace any defective material during the period of one year from date Q remove and dispose of rubbish and debris generaited by his work and workmen at frequent intervals or when ordered to do so by the City's � a of filing of the Notice of Completion and also to repair or replace any damage resulting from the repairing) or replacing of such e. Submittals for equipment indicated on the legend without manufacturer names, or"as approved", shall corntain the authorized representative. defects at no additional cost to the owner. V1Ve shall make such repairs or replacements within 10 calendar days following written manufacturer, Class or Schedule, ASTM numbers and/or other certifications as indicated in these specificatiorns. W 9 V B. Q legal disposal area. notification by the owner. In the event of our failure to make such repairs olr replacements within the time specified after receipt of Z f. Submittal format requirements: le At the time of completion the entire site will be cleared of tools, equipment, rubbbish and debris which shall be disposed of off-site in a written notice from owner, we authorize the owner to proceed to have saidl repairs or replacements made at our expense and we will pay the costs and charges therefore upon demand. i. Submittals shall be provided as one complete (package for the project. Multiplle partial submittals will not be reviewed. 1.09 Turnover Items O 0 Z PROJECT NAME: T W LL Z ii. Submittal package shall be stapled or bound in such a way as to allow for disassembly for review processing. A. Record Drawings: PROJECT LOCATION: + , J 0 Qua Q V iii. Submittal package shall have all pages numbered in the lower right hand earner. Page numbers shall correspond with 1. Record accurately on one set of drawings all changes in the work constituting departures from the original contract drawings and the CONTRACTOR NAME: ADDRESS: O w submittal index. actual final installed locations of all required components as shown below. Z O 3. The Landscape Architect or Owner's authorized representative will allow no substitutions without prior written acceptance. No 2. The record drawings shall be prepared to the satisfaction of the owner. Prior ito final inspection of work, submit record drawings to the TELEPHONE: O co� Z O 00 changes without City approval. Landscape Architect or Owner's authorized representative. SIGNED: a it 1 LLI Z O Y.1 4. Manufacturers warranties shall not relieve the Contractor of his liability undeir the guarantee. Such warrantiie 3. y g s shall only All record drawings shall be prepared using AuitoCAD 2000 drafting software and the original irrigation drawings as a base. No manual 0 Q � DATE: W O Q t supplement the guarantee. drafted record drawings shall be acceptable. The Contractor may obtain digital Base files from the Landscape Architect or Owner's ^ authorized representative. Lli(0 J 5. The Landscape Architect or Owner's authorized representative will not review the submittal package unless; provided in the Z � O N format described above. 4. If the Contractor is unable to provide the AutoCAD drafting necessary for the record drawings the irrigation designer does provide B. Substitutions: O (0v record drawing drafting as a separate service. 1. If the Irrigation Contractor wishes to substitute any equipment or materials fair those equipment or materials listed on the 5. Prior to final inspection of work, submit record drawings plotted onto vellum sheets for review by the Landscape Architect or Owner's irrigation drawings and specifications, he may do so by providing the following information to the Landscape Architect or Owner's authorized representative. After acceptance by the Landscape Architect, City Inspector or Owner's authorized rrepresentative re- plot the authorized representative for approval. No changles without City approval. record drawings onto reproducible Mylar sheets. The Contractor shall also provide record drawing information con a digital AutoCAD Release 2000 drawiing file. All digital files shall be provided on a compact disc (CD) clearly marked with the project name, file descriptions 2. Provide a written statement indicating the reason for making the substitution.. and date. 3. Provide catalog cut sheets, technical data, and performance information for each substitute item. 6. Record drawing information and dimensions shall be collected on a day-to-day basis during the installation of the pressure mainline to CERTIFICATION OF PROJECT COMPLETION fully indicate all routing locations and pipe depths. Locations for all other irrigation equipment shall be collected prior to the final inspection 4. Provide in writingthe difference in installed price if the item is accepted. e ted. P p of the work. co A. A Licensed landscape architect, or other qualified professional in a related field, shall conduct a O Q Z final field observation and shall provide a certificate of completion. The certificate shall specifically 7. Two dimensions from two permanent points of reference such as buildings, sidewalks, curbs, streetlights, hydrants, etc. shall be shown t y 00 Z 5 Existing Conditions indicate that the plants were installed as specified and that the irrigation system was installed as for each piece of irrigation equipment shown below. Where multiple components;are installed with no reasonable reference point between designed. W � a :5 A. The Contractor shall verify and be familiar with the locations, size and detail of points of connection provided as the source of the components, dimensioning may be made to the irrigation equipment. All irrigation symbols shall be clearly shown matching the p� water, electrical supply, and telephone line connection to the irrigation system. irrigation legend for the drawings. All lettering on the record drawings shall be miinimum 1/8 inch in size. 0 LLJ B. Certification shall be accomplished by completing a certificate of completion and delivering it to Clw J Q B. Irrigation design is based on the available statiic water pressure shown on the drawings. Contractor shall verify static water on 8. Show locations, depths and the of the following items: the District, Girt or county and to the owner of record. (See example) Q the project prior to the start of construction. Should a discrepancy exist, notify the Landscape Architect and Owner's authorized V representative prior to beginning construction. a. Point of connection (including water poc, basket strainer, master control valves, flow sensors, etc.) CERTIFICATE OF PROJECT COMPLETION CO C. Prior to cutting into the soil, the Contractor shall locate all cables, conduits, sewer septic tanks, and other utilities as are b. Routing of sprinkler pressure main lines (dimensions shown at a maximum of 100 feet along routing) Project Name:_______ ______ Parcel Map or Tract No.:_--_____________- � w Z commonly encountered underground and he shalll take proper precautions not to damage or disturb such improvements. If a conflict exists between such obstacles and the proposed work, the Contractor shall promptly notify the Landscape Architect and c. Isolation valves Project Location:_____________ ____ LU Owner who will arrange for relocations. The Contractor will proceed in the same manner if a rock layer or any other such CO CO c remote control valves (indicate station number and size)Autom atic . Maximum Water Allowance:______________ ------- ------- 1-- LiJ X d Ati ----- ------ conditions are encountered. (In hundred cubic feet) � O 0 LJJ D. The Contractor shall protect all existing utilities and features to remain on and adjacent to the project site during construction. e. Routing of control wires where separate from irrigation mainline Q J Use: a U Annual a o Total A l Water it a Contractor shall repair, at his own cost; all damage resulting from his operations or negligence. EstimatedO � f. Irrigation controllers (indicate controller number and station count) Q E. The Irrigation Contractor shall coordinate with the General Contractor for installation of required sleeving as shown on the ------- ------- - ------------- ------ ---- ---------- (in hundred cubic feet) r a 0 plans. g. Related equipment (as may be directed) � M F. The Contractor shall verify and be familiar with the existing irrigation systems in areas adjacent to and withi n the Pro j ect area V Preliminary Project Documentation Submitted: (initials indicates submittal) LL J of work. 9. Provide one controller chart for each automatic controller. Chart shall show the area covered by the particular controller. The areas covered by the individual control valves shall be indicated using colored highlighlter pens. A minimum of six individual colors shall be used --1 . Grading design plan V O L1J G. The Contractor shall protect all existing irrigatiion systems, in areas adjacent to and within the project area (of work, from for the controller chart unless less than six control valves are indicated. 10. Landscape Architect or Owner's authorized representative Q Q damage due to his,operations. must approve record drawings before controller charts are prepared. ___--2. Landscape design plan --, Q _ to E- U H. Contractor shalll notify Owner's Representative if any existing system is temporarily shut off, capped or modified. Provide __3. Irrigation design plan i1 48-hour notice, prior to turning off or modifying any existing irrigation system. --- od I. The Contractor shall repair or replace all existing irrigation systems, in areas adjacent to and within the project area of work, __4. Irrigation schedules damaged by the construction of this project. Adjacent irrigation systems shall be made completely operational) and provide Post installation Inspection: (initials indicate completion) SHEET DESCRIPTION complete coverage of the existing landscaped areas. All repairs shall be complete to the satisfaction of the Owners Representative. _____A. Plants installed as specified B. Irrigation systems installed as designed IRRIGATION Comments:_-_______ ------------------------------------------- SPECS DESIGNED A copy of this certification has been provided to Owner/Developer and District S DRAWN Comments:_--__ SA CHECKED I certify that the work has been completed in accordance with Coachella Valley Water District DATE 1-50-06 Landscape and Irrigation Guidelines. JOB NO. ------------------------------------------------------------ Masters Models CAD Landscape Architect Signature Date License No. MA TEfi�1S SHEET NUMBER Sweeney & Associates, Inc. Irrigation �asign 8. Consulting 38730 Sky Canyon Drive, Suite C Z Murrleta, CA 92563 Z Ph. 951-461-6830 Fax. 961-461-6850 �J U - E-mail: emaN@sweeneyassoc.com ' D I z°P OF 21 SHEETS i PART 2 - MATERIALS C. Grades: 3.08 Valve Boxes 2.01 Summary 1. Before starting work, carefully check all grades to determine that work may safely proceed, keeping within the specified A. Valve boxes shall be installed in shrub areas whenever possible. SUMMERS/MURPHY A PARTNERS, INC Use only new materials of the manufacturer, size and type shown on the drawings and specifications. Materials or equipment material depths with respect to finish grade.. LANDSCAPE ARCHITECTS installed or furnished that do not meet Landscape Architect's, Owner's, ar governing agencies standards will be rejected and shall B. Each valve box shall be installed on -a foundation of 3/4-inch gravell backfill, 3 cubic feet minimum. Valve boxes shall be 34197 COAST HIGHWAY, SUITE 200 be removed from the site at no expense to the Owner. 2. Final grades shall be accepted by the Public Works Inspector and Landscape Architect before work on this section will be installed with their tops 1/2 inch above the surface of surrounding finish grade in lawn areas and 2 inches above finish grade in DANA POINT, CAUFORNIA 92629 allowed to begin. 2.02 Pipe ground cover areas. (949) 443.1446 FAX (949) 443-1631 D. Field Measurements:A. Pressure supply lines 2 inches in diameter shall be Class 315 solvent weld PVC. Piping shall conform to ASTM D2241. 3.09 Irrigation Heads N O�p, QSCAP Make all necessary measurements in thie field to ensure precise fit of items in 1. accordance w� th tk�e o�tigtna4 design.Contractor A. Emitters shall be installed as indicated on the drawings. QF. My q,A B. Non-pres-sure lines 314 inch in diameter and larger downstream of the remote control valve shall be CL. 200 solvent weld PVC shall coordinate the installation of all irrigation materials with all other worik. urph�� G � ti conforming to ASTM D1785. M, B. Spacing of Emitters shall not exceed) maximum indicated on the drawings. ��, o o 2. All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions prior to proceeding with 2.03 Metal Pipe and Fittings work under this section. C. Riser nipples shall be of the same size as the riser opening in the sprinkler body. -� Signature A. Brass pipe shall be 85 percent red brass, ANSI, IPS Standard 125 pounds, Schedule 40 screwed 7-31-06 p pipe. 3. Exercise extreme care in excavating and working near existing utilities. Contractor shall be responsible for damages to utilities, 3.10 Miscellaneous Equipment which are caused by his operations or neglect. Renewal Date * B. Fittings shall be medium brass, screwed 125-pound class. A. Install all assemblies specified herein according to the respective dletail drawings or specifications, using best standard s�E. Diagrammatic Intent: Date �Z- practices. C. Copper pipe and fittings shall be Type "'K" sweat soldered. F OF CALtFO� The drawings are essentially diagrammatic. The size and location of equiipment and fixtures are drawn to scale where possible. B. Install devices such as rain sensors, master valves, basket strainers and flow sensors as indicated on the drawings and as These drawings and/or the 2.04 Plastic Pipe and Fittings Provide offsets in piping and changes in egluipment locations as necessary to conform with structures and to avoid obstructions recommended by the manufacturer. Theseaccompanyingspecifications orthe or con conflicts with other work at no additional expense to Owner. are the exclusive property of A. Pipe shall be marked continuously with manufacturer's name, nominal) pipe size, schedule or class, PVC type and grade, 3.11 Flushing the System are th Summers r Murphy, P Y� National Sanitation Foundation approval, Commercial Standards designation, and date of extrusion. F. Layout: ForInc. and their use and cation shall be restricted to the P ubli- B. All plastic pipe shall be extruded of an improved PVC virgin pipe compound in accordance with ASTIM D2672, ASTM D2241 or 1. Prior to installation, the Contractor shall stake out all pressure supply I ines, routing and location of sprinkler heads, valves, A. Prior to installation of irrigation heads, the valves shall be opened and a full head of water used to flush out the lines and risers. ASTM D1785. backflow preventer, and automatic controller. B. Irrigation heads shall be installed after flushing the system has been completed. original site for which theywere -prepared. Re use, repro- . All solvent weld PVC fittings shall be standard weight Schedule 40 (and Schedule 80 where specified on the irrigation detail 2. Layout irrigation system and make minor-adjustments required due to differences between site and drrawings. Where piping is 3.12 Adjusting the System duction or publication by any method, in whole or part, is sheet)and shall be injection molded of an improved virgin PVC fitting compound. Slip PVC fittings shall) be the "deep socket" shown on drawings under paved areas, butt running parallel and adjacent to planted areas, install the piping in the planted areas. - prohibited except by written bracketed type. Threaded plastic fittings shall be injection molded. All tees and ells shall be side gated. All fittings shall conform to A. Contractor shall adjust valves, align (heads, e coverage o each system prior to coverrage test. permission from Forsum/ �I ATM D2464 and ASTM D2466. G. Water Supply: and check the f h D. All threaded nipples shall be standard Summers 8c Murphy, Inc. B. If it is determined by the Landscape Architect or Owner's authorized representative that additiona I adjustments or nozzle weight Schedule 80 with molded threads and shall conform to.ASTM D1785. Connections to, or the installation of, the vwater supply shall be at the locations shown on the drawings. Minor changes caused by changes will be required to provide proper coverage, all necessary changes or adjustments shall be made prior to any planting. actual site conditions shall be made at no additional expense to Owner. E.All solvent cementing of plastic pipe and fittings shall be a two-step process, using primer and solvent cement applied per the C. The entire system shall be operating) properly before any planting operations commence. manufacturer's recommendations. Cementt shall be of a fluid consistency, not gel-like or ropy. Solvent cementing shall be in H. Electrical Service: conformance with ASTM D2564 and ASTM D2855. D.Automatic control valves are to be adjusted so that the irrigation heads and drip tubing operate at:the pressure recommended 1. Connections to the electrical supply shaill be at the locations shown on the drawings. Minor changes caused by actual site by the manufacturer. F. When connection is plastic to metal, female adapters shall be hand tightened, plus one turn with a strap wrench. Joint conditions shall be made at no additional expense to Owner. compound shall be non-lead base Teflon paste, tape, or equal. 3.13 Testing and Observation 2. Contractor shall make electrical connecttions to the irrigation controller,. Electrical power source to controller locations shall be 9 2.05 Valves provided by others. A. Do not allow or cause any of the work of this section to be covered up or enclosed until it has been observed, tested and A. Ball Valves accepted by the Landscape Architect, Owner, and governing agencies. O 3.02 Trenching B. The Contractor shall be solely responsible for notifying the Landscape Architect, Owner, and governing agencies, a minimum t%)1. Ball valves shall be of the manufacturer, size, and type indicated on the drawings. A. Excavations shall be straight with vertical sides, even grade, and support pipe continuously on bottonn of trench. Trenching of 48 hours in advance, where and when the work is ready for testing.. 2. B excavation shall follow layout indicated on drawings to the depths below finished grade and as noted. W/here lines occur under Ball valves shall be constructed f oG I o and shall be fully ported. Ball valves shall have threaded connections. paved area, )these dimensions shall be considered below subgrade. C. When the sprinkler system is completed, the Contractor shall perform a coverage test of each system in its entirety to W Q3. All ball valves shall have a minimum working pressure of not less than 150 PSI and shall conform to)AWWA standards. B. Provide minimum cover of 18 inches on (pressure supply lines 2 inches and smaller. determine if the water coverage for the planted areas is complete and adequate in the presence of the Landscape Architect. D. The Contractor shall furnish all materials and perform all work required to correct any inadequacies of coverage due to C. Automatic Control Valves: C. Provide minimum cover of 18 inches for control wires. deviations from the plans, or where the system has been willfully installed as indicated on the drawings when it is obviously inadequate, without bringing this to the attention of the Landscape Architect. This test shall be accepted by the Landscape Q Q a Q Q Q 1.Automatic control valves shall be of the manufacturer, size, and type iindicated on the drawings. D. Provide minimum cover of 36 inches on pressure supply lines under vehicular travel ways. Architect and accomplished before starting any planting. 2. Automatic control valves shall be electrically operated. E. Provide minimum cover of 9 inches for neon-pressure lines.2.06 Valve Boxes E. Final planting inspection will not comimence without record drawings as prepared by the Irrigation Contractor. F. Pipes installed in a common trench shall have a 4-inch minimum space between pipes. 3.14 Maintenance A. Valve boxes shall be fabricated from a durable, weather-resistant plastic material resistant to sunlight and chemical action of 3.03 Backfilling During the maintenance period the Contractor shall adjust and maintain the irrigation system in a fuilly operational condition soils. providing complete irrigation coverage to all intended plantings. 00 >' A. Backfill material on all lines shall be the :same as adjacent soil free of debris, litter, and rocks over 1/2? inch in diameter. 0 0 B. The valve box cover shall be green in color(tan color in decomposed .granite) and secured with a hidden latch mechanism or bolts. 3.15 Completion Cleaning M B. Backfill shall be tamped in 4-inch layers sunder the pipe and uniformly an both sides for the full width of the trench and the full M Q length of the pipe. Backfill materials shall be sufficiently damp to permit thorough compaction, free of voiids. Backfill shall be Clean up shall be made as each portion of the work progresses. Refuse and excess dirt shall be removed from the site, all walks 0 C. The cover and box shall be capable of sustaining a load of 1,500 pounds. compacted tm dry density equal to adjacent: undisturbed soil and shall conform to adjacent grades.J 9 and paving shall be broomed, and any(damage sustained on the work;of others shall be repaired to original conditions. toD. Valve boat extensions shall be by the same manufacturer as the valve box. C. Flooding trenches in lieu of tamping is not allowed. t Q END OF SECTION E. The plastic irrigation valve box cover shall be an overlapping type. D. Under no circumstances shall truck wheels be used to compact backfilll. 2.07 Automatic Controller E. Provide sand backfill a minimum of 4 inches over and under all piping under paved areas. W Q A. Automatic controller shall be of the manufacturer, size, and type indicated on the drawings. 3.04 Piping it O B. Controller enclosure shall be of the manufacturer, size, and type indicated on the drawings. A. Piping under existing pavement may be installed b jacking, boring, or hydraulic driving. No hydraulic driving is permitted = LL' Z Y Yj 9, 9. Y 9� Y 9 � P W J O 2.08 Electrical under asphalt pavement. > Q U A. All electrical equipment shall be NEMA Type 3, waterproofed for exterior installations. G 1 TY OF PALM DESERT MAINTENANCE Q (� B. Cutting or breaking of existing pavement is not permitted. � Q _ C. Carefully inspect all pipe and fittings before installation, removing dirt, scale, burrs, and reaming. Install pipe with all markings 1. The Contractor shall maintain during installation a sufficient number of O ca Z B. All electrical work shall conform to local codes and ordinances. up for visual inspection and verification. men and ade uote a ul ment t0 perform the work herein Z O 2.09 q, q, p p specified. � all maintenance work shall meet or exceed the the City of Palm Desert's W W Z 0 Low Voltage Control Wiring D. Remove all dented and damaged pipe sections. "Low water ordinance"; and follow thema intenance schedule s guidelines a � Q �established in the City of Palm Desert's "Desert Mora" cWc' O co A. Remote control wire shall be direct-burial AWG-UF type, size as indicated on the drawings, and in no case smaller than 14 E. All lines shall have a minimum clearance of 4 inches from each other and 12 inches from lines of other trades. Maintenance established GU lde current gauge. , edition. Z Z r Q N• B. Connections shall be of the manufacturer, size, and type as indicated on the drawings F. Parallel lines shall not be installed directly over each other. W 9 O J CM G. In solvent welding, use only the specified primer and solvent cement and make all joints in strict accordance with the a.�O v C. Ground wires shall be white in color. Control wires shall be red (where two or more controllers are used, the control wires shall manufacturer's recommended methods inclluding wiping all excess solvent from each weld. Allow solvent welds at least 15 0 a. be a different color for each controller. These colors shall be noted on the "Record Drawings" plans located on controller door). minutes setuip time before moving or hanciliing and 24 hours curing time beefore filling. 2.10 irrigation Heads H. PVC pipe shall be installed in a manner, which will provide for expansion and contraction as recommended by the pipe manufacturer.A. Irrigation heads shall be of the manufacturer, size, type, with radius of throw, operating pressure, and discharge rate indicated on the drawings. I. Centerload all plastic pipe prior to pressure testing. B. Emitters shall be used as indicated on the drawings. J. All threaded plastic-to-plastic connections shall be assembled using Teflon tape or Teflon paste. CERTIFICATION OF PROJECT COMPLETION PART 3 - EXECUTION K. For plastic-to-metal connections, work the metal connections first. Use a non-hardening pipe dope an all threaded A. A Licensed landscape architect, or other qualified professional in a related field, shall conduct a C) Q Z plastic-to-metal connections, except where noted otherwise. All plastic-to-metal connections shall be made with plastic female final field observation and shall provide a certificate of completion. The certificate shall specifically Z 3.01 Site Conditions adapters. indicate that the pla nts were instal led as specified P p and that the irrigation system was installed as J � O a A. Inspections: designed. 3.05 Controller w LL W B. Certification shall be accomplished by completing a certificate of completion and delivering it to J J 1. Prior to all work of this section, carefully inspect the installed work of all other trades and verify that all such work is complete to A. The exact location of the controller shall be approved by the Landscape Architect or Owner's authorized representative before the District, cirt or county and to the owner of record. (See example) Q Q the point where this installation may properly commence. installation. The electrical service shall be coordinated with this location. Q ' CERTIFICATE OF PROJECT COMPLETION U Co 2. Verify that irrigation system may be installed in strict accordance with all pertinent codes and regulaitions, the original design, B. The Landscape Contractor shall be responsible for the final electrical hook up to the irrigation controllier. � Q the referenced standards, and the manufacturer's recommendations. Project Name:----------------- Parcel Map or Tract No.:______---_----__- W _ ~ Z C. The irrigation system shall be programmed to operate during the periods of minimal use of the design area. '1r B. Discrepancies: Project Location:____________________v_-_-______-_--_-_--_Y- � � W ----- V) 3.06 Control Wiring � W 05 1. In the event of discrepancy, immediatelly notify the Landscape Architect or Owner's authorized representative. Maximum Water Allowance:------------------------------------------- O A. Low voltage control wiring shall occupy the same trench and shall be installed along the same route as the pressure supply (In hundred cubic feet) J 0 W 2. Do not proceed with installation in areas of discrepancy until all discrepancies have been resolved. lines whenever possible. J Estimated Total Annual Water Use: I B. Where more than one wire is placed in at trench, the wiring shall be taped together in a bundle at intervals of 10 feet. Bundle J am 0 shall be secured to the mainline with tape at intervals of 20 feet. Q ------------------------------------------------ (in hundred cubic feet) CC V a O C. All connections shall be of an approved hype and shall occur in a valve box. Provide an 18-inch service loop at each Preliminary Project Documentation Submitted: (initials indicates submittal) W co �L V connection. � � O W Q D. An expansion loop of 12 inches shall be provided at each wire connection and/or directional change, and one of 24 inches --__1 . Grading design plan CO Q W shall be provided at each remote control valve. ----_2. Landscape design plan -� < _ O 0 gmE. A continuous run of wire shall be used between a controller and each remote control valve. Under no circumstances shall V__3. Irrigation design plan � splices be used without prior approval. --- 3.07 Valves _____4. Irrigation schedules A. Automatic control valves, quick coupler, and ball valves are to be installled in the approximate locations indicated on the Post installation Inspection: (initials indicate completion) SHEET DESCRIPTION drawings. A. Plants installed as specified B. give shaft be installed in shrub areas whenever possible. ____B. Irrigation systems installed as designed IRRIGATION C. Install all valves as indicated in the detaiil drawings. Comments: SPECS D. Valves to be installed in valve boxes shall be installed one valve per box. ------------------------------------------------------------ DESICNED A copy of this certification has been provided to Owner/Developer and District 5 DRAWN Comments:----------------------------------------- 5A ------------ CHECKED ------------------------------------------------------------ P.M. DATE I certify that the work has been completed in accordance with Coachella Valley Water District Landscape and Irrigation Guidelines. JOB NO. Masters Models Landscape Architect Signature Date License No. -- A5TER15 SHEET NUMBER Sweeney & Associates, Inc. Irrigation bbsipn a& ConsultlnG e,E • /R,P�c L12 ttlltit 38730 Sky Canyon Drive, Suite C '� Munrieta, CA 92563 a 0 Ph. 951-461-6830 Fax. 961-461-6850,• Z E-mail: emall@sweeneyaeeoc.com ' o i z o� OF 21 SHE VINE LEGEND TOTAL JOB SYMBOL DESCRIPTION SIZE QUANTITY WATER NEED ALL TREES TO BE LOW BRANCHING TREE LEGEND OR MULTI-BRANCHED UNLESS NOTED OTHERWISE. TOTAL JOB BOUGAINVILLEA 'SAN DIE&O RED' BOU&A I NV I LLEA 5 GAL. 51 LOW / MOD SYMBOL DESCRIPTION SIZE � SPACING QUANTITY WATER NEED B I&NON I A GAPREOLATA GROSS VINE 5 &AL. 17 LOW / MOD SUMMERS/MURPHY & PARTNERS, INC LANDSCAPE ARCHITECTS 6EL5EMIUM 5EMPERVIREN5 AS(36) 34197 COAST HIGHWAY, SUITE 200 - CAROL I ANA IAM I NE 15 GAL. 8 MOD o AGAG I A 5TENOPHYLLA 24" BOX 8 LOW / MOD (949)443-14"DANA POINT, CALI ORNIA FAX (949)2629 443-1631 5HOESTRI N& ACACIA _ L LON I GERA JAPON I GA 'HALL I ANA' 5 &AL. 2 MOD HALLS HONEYSUCKLE _ LONIGERA JAFONIC A 'HALL1Ai1,4` a V.P,NDSCq,,� HALLS HONEYSUCKLE 15 &AL. 7 MOD G Murphy TECOMARIA CAPEN515 15 GAL. 7 MOD AJ(36) a GAPE HONEYSUCKLE o ALB I Z I A JUL I BR I SS i N 561, BOX I MOD Signature R05A BANK51 AE SILK TREE -31-os LADY BANKS' R05E 5 GAL• 23 MOD * Renewal Date TRACHEL05PERMUM .JA5MINIOIDE5 15 &AL. 5 MOD STAR JASMINE ESPALIER sT Date �P �TF 4F CAL1F0�� These drawings and/or the accompanying specifications CV(See plan) CALLI5TEMON VIMINAL15 56" BOX 4 MOD are the exclusive property of GROUND MOVER0 BOTTLE BRUSH 24" BOX 3 Inc. a ors d their u m rs & Murphy publi- 5"'rMBOL DESCRIPTION cation shall be restricted to the original site for which they CD were prepared. Re-use, repro- 2" THICK LAYER COMPACTED DECOMPOSED GRANITE. GITR SPECIES- DWARF 15 GALLON 6 MOD / HIGH duction or publication by any (15) US DWARF ORANGE FROM GOAGHELLA VALLEY GROWERS ONLY method, in whole or part, is NO SYMBOL ALL SHRUB BEDS. "APAGHE BROWN" AVAILABLE BY KRG prohibited except by written ROCK. (760) -744-I036, WWW.krGrOGk.GOY1'1 CH(36) permission from Forsum/Summers & Murphy, Inc. o CHAMAEROP5 HUMILI5 56" BOX 2 MOD MED. FAN PALM 24" BOX 4 I LANDSCAPE MOUND I N&. 1 DASHED LINE REPRESENTS ONE , FOOT GONTOUR5. Ke(48) .-.-- OF - _' -p- --o- H F o KOELREUTER I A B I P I NNATA 48" BOX I MOD CV(24) AS(36) S(36 AS(36) GHINE5E LANTERN TREE ___o O O O Z � � Q(�J0 _, ° LA&ER5TROM I A I ND I GA 561, BOX 2 LOW / MOD O"`�g0"� O � � �8� LAUREL LEAF SNAIL SEED Oo0o00o OOo 0000 no000 000 000 00 oc ` ��OpOoo O�QOo O�Q W ���c�C�OUo°o 0 vQ�Oo° PG(48) bOO�jOC�� OjOCQ�OJjOCQ� AS 36 ' o��g UO°C� UO°C� ( ) M 24 Q 4 0°0 Oo 0 '�( ' �00000 4�Q0000O0 40 ) MELALEUGA OUINOUENERVIA 24" BOX 5 MOD b Q 0 4 s O o 0 �g GAJEPUT TREE �o� 1 0� aQQQQQ bO°� �_ PE(24p°� � Tc,4`C� ° �O �Oo 0 0°� 001 O — OE(36) 1 00 tF o OLEA EUROPAEA (FRUITLESS) 56" BOX 4 MOD 0 o FRUITLESS O �Oc Oo00 Noox W.I.C. LIVE Q c4�UL W,1 sou i I o� 2 00000`� � � o 0 CV(3f TREES WITH DA �o 0000o c MAIN �,o ap SHED BOX ARE Q0' 0 O) ° TEMPORARY, AND WILL CVt;24) BEDROOM ' c PE(See plan) PINU5 ELDARICA 56 BOX 5 M M BE REMOVED AT MODEL _° M.BATH ® o� ° AFGHAN PINE 24" BOX 4 OD CO BUILD-OUT. CONTRACTOR TO PE h� 00 I N5T ALL TEMPORARY TREES IN �O THEIR BOX 50 THEY CAN BE 1 PE(36) 00 TRANSPLANTED INTO FUTURE PE(36) o O , OV(See plan) q PHASES. ° GREAT Roots OUERCU5 V I RC71 N I ANA " 0 Q � I co PLAN 3AXL o 4a„ Box I MOD a 0 8 — SOUTHERN LIVE OAK 56 BOX I co UC I P 4 1 Q O � (2776AXL) � > W JO O � R. 0 Z V 0�0 CA) KITCHEN LOT 78 ' PG(48) O 0 KITCHEN o 'I , z J-4.1 gOo PARKING LOT PA=243.30 O PROSOPIS 6LANDUL05A 48" BOX 5 LOW / MOD = W I p v(' 7 LOT 77 D-242.8Lo TEXAS HONEY MESGtUITE Q V o C�PAD 241.8 T � � � 1 0 0 —0-- OPTIONAL LU co 0 O WR(10 ) O 0°c �j0o o STUDY I O WA5H I N&TON I A ROBUSTA I O' B.T. 4 H 1&H cc Z 0OD 36, O DINING ' MEXICAN FAN PA BA I"' 6 � � PALM (BARE ROOT) W W Z O I �oOO BEDROOM 3 ' 1 Qg0 __.._ /��00°0°0 �-u W 0 co`d'00 O �c��� (36) Z Q i► 0 00 PE O , Z 0 � W to 0_ 00 0� ¢�' - 0 0`-- `� Ec O a. c(OO (L N 0) �0 5 I X X LAUNDRY � O BATH NOTE: 0 1 < 0 1 00 ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE I G , ARCHITECT PRIOR TO DELI VERY. CONTRACTOR SHALL PROVIDE �O �,0 361 4 O o I BATH LANDSCAPE ARCHITECT WITH PHOTOGRAPHS AND SPECIFICATIONS OF o` 1 0 - - SALES OFFICE I MATERIAL RECOMMENDED TO BE PURCHASED BY THE CONTRACTOR. 00 BEDROOM 2 -o-- �- FOR ALL TREES ABOVE SG- BOX, CONTRACTOR SHALL PROVIDE C0 (36) g0°o�Z° PHOTO OF EACH SPECIMEN. FOR ALL TREES / SHRUBS 24" BOX AND Q Z 3 O00 I 0o C UNDER, CONTRACTOR MAY SUBMIT A "REPRESENTATIVE" PHOTOGRAPH. c0 Z Oc o o o0 0 0 Oo0 I LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT MATERIAL W ad 0 �' GFS=242.8 O KB 48 DELI VERY TO THE SITE NOT J _ LL W 00� 000°0 �� (o ) 8 PREVIOUSLY APPROVED, OR NOT J � IL a OgG� ooOpOo� OoOG 1 REPRESENTATIVE OF THE APPROVED PHOTOGRAPHS. Q ti J Q ' Oo00C (48).°0 ° a CO V O�U��0 00 ' C REGARDLESS OF PREVIOUS LANDSCAPE ARCHITECT TEGT ti V A AS 3s Oo° 00° 0 0o O 00 0 o G O OR OWNER O�C-H(36 I I O o ) 6-989 0 Qo 0 Qo o Qo 0 Qo�O o�0 O� - 0 OOO( �8O �O�oo�j�O� Oi I APPROVALS• THE G I TY OF PALM DESERT LANDSCAPE I NSPEGTOR W Z RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT MATERIAL. = W I °� v�p 0 � Oo0°o o� CO �°O0o O�oO°o�0� � �Oo O W 0 I 0 0 0 �0 .�OooOo"oC �Ooc J 0 W `� C�o°�OC� �� a D NOTE: Q J ° O000� f o0�0 �� ALL INSTALLATION AND MAINTENANCE SHALL MEET OR EXCEED THE p a - CITY OF PALM DESERTS "LOW WATER ORDINANCE" AND FOLLOW THE O) Q A� ' MAINTENANCE NTENANGE S = r o- O _ 0 000o O O Op SCHEDULE I$ GUI DEL I NES ESTABLISHED SHED I N THE C 1 TY OF W CO U. V PALM DESERTS DESERT FLORA MAINTENANCE GUIDE, CURRENT CO O J 0 00 EDITION. W �0�0000 ' W (� Q 0 r,��Cpo° g1 ,E Co O Q O 1 �Oo0�0o0� ' NOTE: APPROVE® r. SHEET DESCRIPTION Z7 CC CONTRACTOR TO INCLUDE 80 ,rr FLATS OF 4" POTS, BLOOMING �i�G ` S�'`�' TREE & ANNUAL COLOR FOR TOTAL lIVRA! Cfl�`�� VINE PLAN PROJECT. ALL ANNUAL COLOR ONET TO BE PLANTED IN POTS. - DESIGNED J.L. DRAWN J.L. CHECKED DATE 1-50-06 musters Models SO 1 L. AMENDMENT NOTE CAD FILEMA5TERTREE AT THE CONCLUSION OF ROUGH GRADING, AN AG-RONOMIC SOILS ANALYSIS SHALL BE SHEET NUMBER PREPARED BY THE OWNER AND FURNISHED TO THE CITY OF PALM DESERT FOR THEIR REVIEW GJ CJ. CL 1 I I 0.I_O I I AND APPROVAL. THE INSTALLING- CONTRACTOR SHALL INSTALL ONLY THOSE SOIL AMENDMENTS AND FERTILIZERS AS APPROVED BY THE CITY OF PALM DESERT LANDSCAPE SPECIALIST. �13 16' NORTH O' 8' 24' 32' OF 21 SHEETS v . I VINE LEGEND TOTAL JOB ALL TREE5 TO BE LOW BRANCHING TREE LEGEND OR MULTI-BRANCHED UNLESS NOTED OTHERWISE. TOTAL JOB SYMBOL DESCRIPTION SIZE QUANTITY WATER NEED BOUGAINVILLEA 'SAN DIEGO RED' SYMBOL DESCRIPTION SIZE 4 SPA G I NG QUANTITY WATER NEED BOUGAINVILLEA S GAL. 31 LOW / MOD BIGNONIA CAPREOLATA GR055 VINE 5 GAL. 1-7 LOW / MOD AS(36) SUMMERS/MURPHY A PARTNERS, INC o ACACIA STENOPHYLLA 24" BOX 8 LOW / MOD 341N97 COAST HIGH�w�SUITE 200 CAROL I I UM SE 55AM I I BENS 15 GAL. 8 MOD 5HOE5TR I NG ACACIA DANA POINT, CALIFORNIA 92629 CAROL I ANA JE55AM I NE (949) 443-1446 FAX (949) 443-1631 � LON I GERA JAPON I GA 'HALL I ANA' S GAL. 2 MOD HALLS HONEYSUCKLE _ LON CERA JAPONI GA `4 4ALL 1 ANA' o�p,N M urph1 o s ph ��4.G M, , 'o C HALL5 HONEYSUCKLE 15 GAL. MOD AJ(36) �� d y TEGOMAR I A GAPEN515 o ALB I Z I A JUL I BRI 551 N 36" o` BOX I MOD � �~ GAPE HONEYSUCKLE 15 GAL. 7 MOD SILK TREE of a Signature R05A BANK51 AE 7-31-06 LADY BANKS' R05E 5 GAL. 23 MOD * Renewal Date TRACHELOSPERMUM JA5M I N I O I DES 15 GAL. 5 STAR JA5M I NE E5PAL I ER MOD Date s�TF q OF CALF CV(See plan) �� These drawings and/or the o CALL15TEMON VIMINALI5 56 BOX 4 MOD accompanying specifications BOTTLE BRUSH 24" BOX 5 are the exclusive property of GROUND COVER i ors c. and their use rs and Mupubli- cation SYMBOL DESGRI PTI ON Cp shall be restricted to the CITRUS 5PEGIES- DWARF 15 GALLON 6 MOD / HIGH original site for which they ( 5) DWARF ORANGE FROM COACHELLA VALLEY GROWERS ONLY were prepared. Re-use, repro- 2 THICK LAY duction or publication by anyER COMPACTED DECOMPOSED GRANITE. method, in whole or part, is NO 5YMBOL ALL SHRUB BEDS. "APACHE BROWN" AVAILABLE BY KRC CH(36) prohibited except by written o CHAMAEROPS HUMILIS 36" BOX 2 MOD permission from Forsum/ l � ROCK. -T60) 744-1036, www.krcrock.Gom MED. FAN PALM 24" BOX 4 Summers & Murphy, Inc. I ' ■ 0 o oLT , Q - CH36) � CH(24) ° KB48)WR0' WR0') WR(10') WR(1 OE(36) CH(24) 0 0 QV(36) 0 KOELREUTERIA BIPINNAT A 45 BOX I MODS(36) o p o o ) E(36) o ° CHINE5E LANTERN TREE� o LI(36)24) z 0 LA6ER5TROM I A I ND I GA 36 BOX 2 LOW / MOP 0 c4� 0' ( 86(� LAUREL LEAF SNAIL SEED 660x000-000�000 — S 36 Oo p o OE(36) �0°00000°0000�0000000� � (� Q pQ C� �jQ C� UU GG ( ) ■ ( I ))QVC�VQ�CSVO MQ(24) W ° o 000 000 000 0 On ° o MELALEUGA OUINOUENERVIA 24" BOX 5 MOD Q > ooc�� 00� co��c4U��c4 � ��c4 CAJEPUT TREE r� Oo000o I I �O�oa° CH(24) <<11<111 o OLEA EUROPAEA (FRU I TLE55) 5611 BOX 4 MOD o �O PE W.I.C. FRU I TLE55 OLIVE (Ooo aMAIN PE(See plan) PINU5 ELDARICA 56" BOX 00 >' BEDROOM � ° 3 MOD pa MAIN ❑ I AFGHAN PINE 24" BOX 4 M 36) BEDROOM ii o CO 3: H�Mm I QV(See plan) 00 KITCHEN o MQ(24) I I OUERCU5 V I RG I N I ANA 45" BOX I MOD to to PE(24) ¢ o I SOUTHERN LIVE OAK 56" BOX I o 9L o L - NOOK T ,, 1 I—I '' F GREAT ❑ W LU NOOK M.BATH ROOM PLAN I.�CXR ® 20 � I I II 0 (262 XR) T PG(48) PR050P15 GLANDUL05A � � la— ❑ 0 48 BOX 3 LOW / MODFT BAT I 0 0 � ' I II M.BATH [1❑ � LO 80 TEXAS HONEY MESQUITE z0 tu F-1 GREAT T Ifl > J ROOM U 11.a = I ® — FF=2 o Q Q EIMIPLAN 1BWR PAD2 43.6 (2396BWR MQ(24) GALLERY WR(10') co♦A �: o o WASHINGTONIA ROBUSTA 10' B.T. 4 HIGH 0 z KITCHEN SPANISH DINING MEXICAN FAN PALM (BARE ROOT) PDR. 1 M 1 00) LOT 79 T BEDROOM 4 Cj cc z o DD `"���� U :36 Q I a � Q 0 -3 ¢ FF=243.70 FOYER cG O co X PE(24) PAD=243.2 I ( ENTRY MQ(24) 40 Z v ° ROOM HOBBY ° N BEDROOM 3 DINING ROOM AUNDRY NOTE: BEDROOM 3 ' O TE 3 co — 1 O 0. (0 a. di ■ J ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE ®' GARAGE ARCHITECT PRIOR TO DELI VERY. CONTRACTOR SHALL PROVIDE LANDSCAPE ARCH I TEGT WITH PHOTO GRAPHS AND SPECIE CATIONS OE O - GARAGE 0 a MATERIAL RECOMMENDED TO BE PURCHASED BY THE CONTRACTOR. BATH2 0 1 FOR ALL TREES ABOVE 56" BOX, CONTRACTOR SHALL PROVIDE 0 o PHOTO OF EACH SPECIMEN. FOR ALL TREES / SHRUB5 24" BOX AND BEDROOM 2 UNDER, CONTRACTOR MAY SUBMIT A REPRESENTATIVE PHOTOGRAPH. co O � — GFS-243.6 LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT MATERIAL Q Z O — ■ I Q O � OPTIONAL 0 DELI VERY TO THE SITE NOT PREVIOUSLY APPROVED, OR NOT ap z g SUITE — — REPRESENTATIVE OF THE APPROVED PHOTOGRAP ) � r H5. W � � Q. J OW 0 GFS_243.2— (24 REGARDLESS OF PREV I OU5 LANDSCAPE ARCHITECT OR OWNER < � — �' )CA - )��� LI 6) LI(36) O o Q ° ® APPROVALS; THE C 1 TY OF PALM DESERT LANDSCAPE INSPECTOR Q (� cog 24) I E RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT MATERIAL. V CO 000000 POo 0000u 0 � ' 0�8��� o�BgoC��g� goC '82�0 < _ � Wz �0���� NOTE: Imo' CO CO o po JD U 0 — — — _ — — — — — — _ — — — ALL INSTALLATION AND MAINTENANCE SHALL V x Cpc4� LL MEET OR EXCEED THE F- L �' 0 p W o CITY OF PALM DESERTS LOW WATER ORDINANCE" AND FOLLOW THE j MAINTENANCE SCHEDULE I$ GUI DEL I NE5 ESTABLISHED IN THE CITY OF p a PALM DESERT'S "DESERT FLORA" MAINTENANCE GUIDE, CURRENT 0 Q .2 EDITION. V M U. ■ 0LI ■ W MOE ��� _ O LANDSCAPE MOUNDING W DASHED LINE REPRE5ENT5 ONE APPROVED FOOT CONTOURS. NOTE: BY - SHEET DESCRIPTION DATE:------ — ----------- ' ---------- O — — MONET DRIVE CONTRACTOR TO INCLUDE 50 ��� �5 TREE & FLATS OF 4" POTS, BLOOMING L VINE PLAN ANNUAL COLOR FOR TOTAL PROJECT. ALL ANNUAL COLOR DESIGNED J.L. TO BE PLANTED IN POTS. DRAWN J.L. . :.\ CHECKED P.M. DATE 1-50-06 50 I L AMENDMENT NOTE ,JOB NO.; asters Models <_:_ ,- AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS ANALYSIS SHALL BE CAD FILE MASTERTREE PREPARED BY THE OWNER AND FURN15HED TO THE CITY OF PALM DESERT FOR THEIR REVIEW AND APPROVAL.. THE INSTALLING CONTRACTOR SHALL INSTALL ONLY THOSE 501L SHEET NUMBER AMENDMENTS AND FERTILIZERS AS APPROVED BY THE CITY OF PALM DESERT LANDSCAPE SGAL.E: I - S —O SPECIALIST. L�14 of 8' 1&1 24' 32' NORTH OF 21 SHEETS SHRUB LEGEND: TOTAL PROJECT SYMBOL DESCRIPTION 51 ZE QUANTITY WATER NEED 5PAC I NG AGAVE AMERICANA SUMMERS/MURPHY A PARTNERS, INC z 5 GAL 5 LOW (> LANDSCAPE ARCHITECTS CENTURY PLANT 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 ASAVE GEM I N I FLORA 5 GAL 5 LOW / MOD 41 (%9) 443-1446 FAX (%9) 443.1631 ® TWIN FLOWER AGAVE BACCHAR15 X 'THOMPSON' 5 SAL O LON e5' �,NDSCAp Y F ��O N,, y qp COYOTE BRUSH Murph ��, �� (�)_—BA I LE`rA MULTI RAD I ATA 5 GAL -72 LOW 1.5' DESERT MART GOLD Signature 7-31-06 BOUSA I NVI LLEA "RASPBERRY ICE" 15 GAL 25 MOD 51 * Renewal Date � BOUGA I NVI LLEA s� Date P GALL I STEMON 1/I M I NAL I S 'LITTLE JOHN' S GAL 10 MOD 6 I �TF OF CALIF I D WARF' WEEPING BOTTLE BRUSH These drawings and/or the accompanying specifications ' ROCK ROSE UREUS 5 GAL 2-7 MOD 5' are the exclusive property f m/Summe s & Murphy, ' Inc. and their use and publi— cation LAURIFOLIUS 15 GAL 6 MOD 10 stwhichtthey ca ion shall be re TA/\ F A A �I original site for —�-- �- —�- W l— � �, � ,;" LAUREL LEAF SNAIL SEED were prepared. Re-use, repro— S(36) S(36 duction or publication by any 0% TX V(24) AS(36) method in whole or 1__� 7rL part, is �� ® e except by -.__ prohibited exc written DASYL I RON WHEELER I 15 GAL 22 LOW 5 db permission from Forsum/ ` ® ® ; DESERT SPOON Summers & Murphy, Inc. �61 _(J1 C 4 0 o Z °OOp000�°00�00 DODONAEA V15GOSA 15 GAL 5 MOD Pam' c4� P Z o HOP5EED o o Z Z Z g ��c4 �c��`'U`c4 As BUSH O O ,V(36-) Z � _000o Z °OO�O000pO� ., - ENGE I A Dz Z ` �', d Z Q ° ooG°o0c BR L FARI NOSA 15 GAL 3 LOW 6 BRITTLE BUSH l � f T 8 ® Z g_._ , ' PE(24 00 0 0 o _ O O °�.._. . ooC X HE5PERALOE PARVI FLORA 5 GAL 2cl LOW 5' CC Z � _ 3nr� 0 RED YUGGA Oo01 � � 1O �O -- �� Z Z o o NOOK 000 ` LANTANA MONTEV I DENS I S 5 GAL Cl 1 O W.I.C. MOD 8 — SYMBOL DENOTES TREE LOCATION 24 I O PURPLE TRAILING LANTANA ° ( REFER TO TREE VINE PLANTING Z o o MAIN �oo LANTANA CAMARA VARS. �0 S. NEW GOLD 5 GAL 13 MOD 61 BEDROOM W PLAN FOR MORE INFORMATION. UV - - FUIF NEW GOLD LANTANA . M.BATII LA\/ANDULA ANGUSTIFOLIA 15 GAL 105 0 PE LOW 5 ' PE(36) LAVENDER � a QQQQ PE(36) o GREAT ROOM LEUCOPHYLLUM LAND I DUM 5 GAL 15 LOW / MOD 5' 8 PLAN 3AXL ASA&E ° ICD (2776AXL) - �P 4)I LEUCOPH`rLLUM FRUTE50ENS . 15 GAL 14 o R. -1 TEXAS RANGER LOW MOD 8' I ITALIANATE ' � 0 1 � LOT 78 L I RI OPE SPEC I E5 5 GAL 50 MOD i 5' 00 �- �,0 PARKING LOT ❑ KITCHEN FF=243.30 0 I .� � LU � o � _ �TURF LILY co �� 7 LOT 77 PAD=242.8 W.I.C. o MYRTUS COMMUN I S "COMPACTA' 15 GAL 22 MOD 4' c' Q -- C o TRUE MYRTLE _ J PAD=241.8 lu to . . 1 to go-- OPTIONAL I to NAND I NA DOME5T I GA STUDY )--HEA\/ENL"'r 15 GAL 12 MOD 4' X OQ 6 °�QQ0 DINING O I BAMBOO (`fJ� UU ROSMAR I NUS OFF I C I NAL I S 5 GAL W H' Po I OO BEDROOM 3 ' 2 I MOD x °�Oo n Lu ROSEMARY 6 Z V O X X °oO �� \ PE(36) Z a SALVIA x Oo o CLEVELAND 11 O X _ ¢ S 5 GAL O O o 5 " oo — F M(2 CLEVELAND SAGE LOW 8 = W � z LLAUNDRY 5ALVI A GREGG 11 'SIERRA L I NDA" 15 J T_J XXX >d V GAL 11 MOD 6' Q Q o o BATH RED 5AL\ (n 0 C.� O O � z o) TEGOMA STANS 'GOLD STAR' 15 GAL 2 / OG ( GOLD STAR TM LOW MOD 12' z 0 0I LL 1, � BATH � � W r � l W z T O SALES OFFICE ® , • THEVETI A PERUV I ANA 15 GAL 4 MOD OQ T T BEDROOM 2 —Q-- ICJ , ® 4 LU < " oo YELLOW OLEANDER Z Q 1 LO X g0 . . � W 9 3 of o 3 O co J CM a X X o �- ® YUGGA BACCATA 15 GAL 14 LOW 6 1 O (�- co a 0 GFS=242.8RO�� BANANA YUGGA ® Op r ( G XYLO5MA G ONGESTUM 15 SAL 2 MOD 12' i I 0 ,00 Oo L Oo O L 0 p°o X 5H I NY XYLOSMA s 36 �Oo o o�o�o o� c ' O ZENN I A GRAND I FLORA 0 5 GAL _76 LOW ( ) o oOo 0 00 �oOo�oO oOo�o � 0 Z 1.5 PRAIRIE ZINNIA = — Q �� ° oOC, o co L OOp000� — U', C z �� Oo00o000000 0 Oo Ler Z c4� �' C of W Ir i' o° z 'Q 1 ti CIS, (L Z oo z Z Z6 Q -� < NOTE: 06 a () • 0�00oN CO Z ' ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE LU ' 1-w Z Z SYMBOL DENOTES TREE LOCATION ARCHITECT PRIOR TO DELIVERY. CONTRACTOR SHALL PROVIDE _ � W O� 00 I LANDSCAPE ARCHITECT WITH PHOTOGRAPHS AND SPEC I F I GAT I ONS OF I— CO CO z o Oo REFER TO TREE $ VINE PLANTING :5 PLAN FOR MORE INFORMATION. ' MATERIAL RECOMMENDED TO BE PURCHASED BY THE CONTRACTOR. ~O W X ®® � FOR ALL TREES ABOVE 56" BOX, CONTRACTOR SHALL PROVIDE J � W PHOTO OF EACH SPECIMEN. FOR ALL TREES / SHRUBS 24" BOX AND 1 2 (L UNDER, CONTRACTOR MAY Q SUBMIT A "REPRESENTATIVE" PHOTOGRAPH. � � � LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT MATERIAL (L V DELI VERY TO THE SITE NOT PREP/I OUSLY APPROVED OR NOT W C IL REPRESENTATIVE OF THE APPROVED PHOTOGRAPHS. O JW � a o REGARDLESS OF PREVIOUS LANDSCAPE ARCHITECT OR OWNER � Q � _ O APPROVALS; THE C I T`I' OF PALM DESERT LANDSCAPE INSPECTOR a � RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT MATERIAL. SHEET DESCRIPTION NOTE: ALL I N5TALLATI ON AND MAINTENANCE SHALL MEET OR EXCEED THE SHRUB C 1 T1' OF PALM DESERT'S "LOW WATER ORDINANCE" AND FOLLOW THE PLAN MAINTENANCE SCHEDULE $ GUI DEL I NES ESTABLISHED IN THE G I TY OF PALM DE5ERT'S "DESERT FLORA" M NCE GUIDE, CURRENT DESIGNED SOIL AMENDMENT NOTE EDITION. ' � APPROVED DRAWN J.L. - . �,AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS ANALYSIS SHALL SE J.L.- � {t--�v% � CHECKED PREPARED 5Y THE OWNER AND FURNISHED TO THE CITY OF PALM DESERT FOR THEIR REVIEW P.M. AND APPROVAL. THE INSTALLING CONTRACTOR 5HALL IN5TALL ONLY TH05E 501E AMENDMENT5 AND FERTILIZERS A5 APPROVED 5Y THE CITY OF PALM DESERT LAND50APE DATE: L7 o cc DATE 5PEGIALI5T. , QB NO. I"ICISter5 Models AL CO ` ;'' ', CAD L MA5T�R5HRUB SCALE: I SHEET NUMBER L�15 It 01 8' 161 24' 32' NORTH OF 21 SHE i 5HRBB LEGEND: TOTAL PROJECT SYMBOL DE50R I PTI ON 51 ZE QUANT 1 TY WATER NEED 5PAC I NG A6A1/E AMERI GANA SUMMERS/MURPHY PARTNERS, INC Z 5 GAL 5 LON 6' LANDSCAPE ARCHITECTS CENTURY PLANT 34197 COAST HIGHWAY, SUITE 200 SYMBOL DENOTES TREE LOCATION 5 DANA POINT, cAIIFORNIA 92629 REFER TO TREE 4 VINE PLANTING AGAVE GEM I N I FLORA 5 GAf , (949) 443.1446 FAX (949) 443-101 � I' PLAN FOR MORE INFORMATION. ® TWIN FLOWER AGAVE LOW / MOD 4 I 1 BACGHARI5 X 'THOMPSON' 5 GAL 0 LOW `�N 8' �a ' M�CAPE COYOTE BRU5H ��� G.O. Phy C10 !W ' � �. � .� BAILE YA MULTIRArn DIATA �2 LOW I .5R WR(1 R( WR(10' CH(36) CH 2 kS(36) O OE(3 DESERT MARIGOLD ' � a Signature E(3 QV(36) 7931-06O � T X O BOUGAINVILLEA "RASPBERRY ICE" 15 GAL 23 MOD 8' K Renewal Date OUGAI NVILLEA s�� Date P (24) GALL I STEMON V I M I NAL 15 'LITTLE JOHN' S GAL 10 MOD rF�F UA I IT (� DWARF WEEPING BOTTLE BRUSH Z 0O Q ,t oc���o�oo accompanying specifications These drawings and/or the • o G 15TU5 PURPUREUS AS 0 0 p 0 �°� oE(3s) 00000°0000�°0 o Qo 00 5 GAL 27 MOD are the exclusive property of X oC)6 � O Q ROCK ROSE 5 Forsum/Summers & Murphy, ° cation shall be restricted to the 00 000 000 000 0 a rOn- Inc. and their use and publi- cation 000 0 0 0 a Q Q0 GOGGULUS LAURIFOLIUS 15 GAL 6 MOD 10' original site for which they Q Z (� were r , I I _ 000000 �jO00Q __ � /�� LAUREL LEAF 5NA I L SEED prepared. Re use, repro- duction or publication by any \1 g Z X method, in whole or part, is C 4)� ' prohibited except by written DASYLIRON WHEELERI 15 GAL 22 LOWj( � , permission from Forsum E2 X &DESERT SPOON Murphy, Inc. o O z X E Z W.LC. ON Summers �0°o X DODONAEA V I SCOSA I 15 GAL MOD 8' I MAIN O S BEDROOM ■ h°o � � - - - - - - MAIN � l � ENCEL I A FAR I NOSA BEDROOM 15 GAL 3 LOW k36) 6 BRITTLE BUSH ® 0 0 X HESPERALOE PARVI FLORA 5 GAL 2cl 1.(� __ ❑ RED YUGGA LOW 5 — ® h MQ(24) , PE 4) I I I KITCHEN Z LANTANA MONTEV I DENS 15 5 GAL 151 MOD 5' 0 NOOK PURPLE TRAILING LANTANA — I— o T GREAT p T NOOKF M.BATH >< Roots PLAN CXR Op LANTANA GAMARA VARS. 'NEW GOLD' S GAL 13 M � 0 T 0 (262 XR) T NEW GOLD LANTANA OD 6 W ❑ BATI� ❑ I— 1f TUS AN Q M.BATH • LAVANIDULA ANGUSTI FOL I A F-1 I GREAT � Ia 0 - - - LO s0 T 15 GAL 105 LOW 5 0 LU ROOM :T1 — — — — ❑ LAVENDER PLAN 1BWR L- ® — FF=2 . 10 J° T GALLERY PAD= 43.6 LEUCOPHYLLUM LAND I DUM 5 1 a ■ � (2396BWR) ❑ MQ(24) � A GAL 18 LOW MOD 5 I I KITCHEN SPANISH O SAGE ' PDR. DINING LOT 79 ', BEDROOM — LEUCOPHYLLUM FRUTESCENS 15 GAL 14 ' TEXAS RANGER LOW / MOD 8 Q (36 FF=243.70 L I R I OPE SPECIES 5 GAL 50 MOD 15' 00 >. PAD=243.2 I I ENTRY MQ(24) FOYER TURF 1 s PE(24) HOBBY (� L LY ��y.� ROOM Ii�// M BEDROOM 3 DINING ROOM LAUNDRY H Z BEDROOM 3 ° MYRTU5 COMMUN 15 ��COMPACTA 15 GAL 22 OD M 1 a 1=4O TRUE MYRTLE 00 = ' U Z00 z Z GARAGE NAND I NA L DOME5TI GA 15 GAL 1 4e V__ (:� � 12 MOD 4 Q HEAVENLY O BAMBOO 0. ' 0 GARAGE Cj. � ROSMARINUS OFFICINALIS 5 GAL 21 MOD 6' W 20 BATH Z � ROSEMARY �0 Q -� J I� G SALVIA CLEVELANDI 1 5 GAL ~ O LOW 8 z BEDROOM 2 _ CLEVELAND SAGE = Lu _ G A OPTIONAL — S 243.E — SALVIA GREGG I I 'SIERRA L I NDA" 15 GAL 1 I /' Q SUITE MOD 6 - J g y o. .. o: • RED SALVIA (� i U O L GFS=243.2 Z -�- TECOMA STAN5 'GOLD STAR' I5 GAL 2 LOW / MOD 12' 0 co 0 �0 O ' ( — — — — GOLD STAR TM CC z 0o THEVETIA PERUVIANA a 00 0 � � ` _ __ - YELLOW OLEANDER I5 GAL � W � cc � ©� o�, ® -,� `: � ® MOD 14' c� O ° 0 0�0 0� o poi OoQo 0�--0 0 ° o o Z L Z .-. Z L CM Z ® # YUGGA BAGGATA 15 GAL 14 LOW 0 QD J ill X ® ® z — — — — L — W — — — — — — O BANANA YUGGA 6 0 1 X L X L XYLOSMA CONGESTUM I5 GAL 1 2 X MOD ° 0 12 Z X O X 5H1 NY XYL05MA UZ X . • zE ' ® � NN I A GRAND I FLORA 5 GAL 76 LOW 1.5' PRAIRIE_- - ZINNIA co ■ � Qz aoo Z g J � � a SYMBOL DENOTES TREE LOCATION J O_ U. IIJ REFER TO TREE VINE PLANTING Q ti J PLAN FOR MORE INFORMATION. a oo U - ----------- MONET DRIVE n. NOTE: F— co ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE JO ARCHITECT PRIOR TO DELI VERY. CONTRACTOR SHALL PROVIDE Q LANDSCAPE ARCHITECT WITH PHOTOGRAPHS AND SPECIFICATIONS OF (/) C MATERIAL RECOMMENDED TO BE PURCHASED BY THE CONTRACTOR. FOR ALL TREES ABOVE 56" BOX, CONTRACTOR SHALL PROVIDE W PHOTO OF EACH SPECIMEN. FOR ALL TREES / SHRUBS 24" BOX AND I'- UNDER, CONTRACTOR MAY SUBMIT A "REPRESENTATIVE" PHOTOGRAPH. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT MATERIAL WE d DELI VERY TO THE SITE NOT PREVIOUSLY APPROVED, OR NOT 4�d� l/d►,, REPRESENTATIVE OF THE APPROVED PHOTOGRAPHS. APPROVED A REGARDLESS OF PREVIOUS LANDSCAPE ARCHITECT OR OWNERS a SHEE" APPROVALS; THE CITY OF PALM DESERT LANDSCAPE INSPECTOR DBE: " �w RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT MATERIAL. t�G SS�� S1 l�NAL CO P NOTE: ALL INSTALLATION AND MA I NTENANGE SHALL MEET OR EXCEED THE r CITY OF PALM DE5ERT'S "LOW WATER ORDINANCE" AND FOLLOW THE MAINTENANCE SCHEDULE $ GUI DEL I NE5 ESTABLISHED IN THE CITY OF . PALM DESERTS "DESERT FLORA" MAINTENANCE GUIDE, CURRENT .R EDITION. 501 L AMENDMENT NOTE AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS ANALYSIS SHALL BE SCALE: 1 II _ -0 PREPARED BY THE OWNER AND FURNISHED TO THE GIN OF PALM DESERT FOR THEIR REVIEW AND APPROVAL. THE INSTALLING CONTRACTOR SHALL INSTALL ONLY THOSE SOIL AMENDMENTS AND FERTILIZERS AS APPROVED BY THE CITY OF PALM DESERT LANDSCAPE SPECIALIST. 01 8' 16' 24' 52' NORTH SHRUB LEGEND: TOTAL PROJECT SYMBOL DESCRIPTION SIZE QUANTITY WATER NEED SPAC I N AGA\/E AMERICANA SUMMERS/MURPHY PARTNERS, INC 5 GAL 5 LOW 61 LANDSCAPE ARCHITECTS CENTURY PLANT 34197 COAST HIGHWAY, SUITE 200 DANA POINT, FAX (949) 443.1631 CALIFORNIA 92629 SYMBOL DENOTES TREE LOCATION (949) 443-u46 REFER TO TREE \/INE PLANTING ® AGA\/E GEMINIFLORA 5 GAL 5 LOW / MOD 4' I' PLAN FOR MORE INFORMATION. TWIN FLOWER AGA\/E BACCHARIS X 'THOMPSON` v,. Murph 4■ � 5 GAL O LOW 8' �,� Mur Fq COYOTE BRUSH M Phy -� 1w -[}a— ____ _... ( ) cH(24) . 4 �—DESERT MAR GOLD I ATA 5 GAL �2 LOW WR 1 WR(1 0 R(1 WR(10' _ OE 3 CH(24 CH 36 Signature kS(36) I, O 0 p p — E(3 ) ( QV(36) n 7-31-06 �o TTA BOUGA I N\/I LLEA RASPBERRY ICE" I S GAL 2S MOD 8, Renewal Date BOUGA I N\/I LLEA s� Date P GALL I STEMON \/I M i NAL 1 S 'LITTLE JOHN' 5 GAL 10 MOD 6 F of CAL�FO� o � O —mot H(24) DWARF WEEPING BOTTLE BRUSH These drawings and/or the accompanying specifications arCISTUS e the exclusive,o�o� o�° PURP property AS O Q� 0 OE(36) �pOO pOp � o UREUS 5 GAL 27 MO p p ty of D 5 Forsum Summers � g6y0 g�� + Q 0 0 ROOK ROSE / Murphy, & Mur h Inc. and their use and publi ■ .. I I X 0�000�0000000000 O O On- 0� I I DO�a o OoOopOpoo°o 0 0��0 o Qo o or j cation shall be restricted to the O ® 8�ac�� Z g 0 o Q GOGGULUS LAUR I FOL I US 15 GAL 6 MOD i O original site for which they L LAUREL LEAF SNAIL SEED were prepared. Re-use, repro- Oo ooO �o 0 o duction or publication by any 00� method in whole 'or part, Is rohibited except b written z I I X O � O ) DASYLIRON WHEELERI 15 GAL I permission from by E(2 X — — — — — — �� z �� DESERT 22 LOW 5 Summers & Murphy, Inc. �o 0z z SPooN 0 X E W.L(. 0°0 x Z I I X DODONAEA \/I SGOSA 15 GAL 5 MOD 8' ® ' a ® I MAIN HOPSEED BUSH I BEDROOM MAIN ENGEL I A FAR I NOSA 15 GAL LOW 6 I S — — — — � i � � ;36) N - - - - BEDROOM BRITTLE BUSH O I� 0 X HESPERALOE PAR\/I FLORA 5 GAL 2cf LOW 5' ® RED YUCCA KITCHEN Z APE 4) LANTANA MONTE\/IDENSIS 5 GAL �I MOD 8' O GREAT NOOK O O T PURPLE TRAILING LANTANA "—' NOOK II M.BATH ROOM PLAN I . CXR ® LANTANA CAMARA \/ARS. 'NEW GOLD' S GAL 13 MOD °C ❑ I (262 XR) T NEW GOLD LANTANA 6 W � ® ❑FTI BAT I� I I I Il M.BATH [ LOT 80 T LA\/ANDULA ANGUSTI FOL I A 15 GAL 1 O5 LOW S' 0 F-1 ( GREAT - - U-i ROOM LTI — — LA\/ENDER II PLAN 1BWR ® — FF=2 �o <11<1<11 �p 0 T MQ(24) GALLERY PAD= 43.6 LEUCOPH`r'LLUM LAND I DUM 5 GAL 18 LOW / MOD 5' ■ I (2396BWR) ❑ � � SAGE 1 I KITCHEN SPANISH . ' LOT 79 PDR. BEDROOM 4 — c�] DINING LEUCOPHYLLUM FRUTESCENS 15 GAL 14 LOW / MOD 8' TEXAS RAN&ER (36)K .■ Q FF=243.70 I I® PA FOYER UL I R I OPE SPECIES 5 GAL 50 MOD . 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Z W i 3 O fO to �QpoO°o 0°o�p� ® X Or` ® 00��00 X Z _ — — ® ` �' — _ — — — ® YUGGA BAGGATA 15 GAL 14 LOW 61 O om c0 IL © Z L — BANANA YUGGA ® X L X L X XYLOSMA GONGESTUM 15 GAL 2 MOD 12' x ` SHINY X YLOSMA O 0 � o o ®� ® J X ZENN I A GRAND I FLORA 1 O ® � 5 GAL �6 LOW L Z I.5 1 PRAIRIE ZINNIA ■ ■ �' Q Z � 00Zg W IM o. SYMBOLJ °d O DENOTES TREE LOCATION U. REFER TO TREE \/I NE PLANTING PLAN FOR MORE INFORMATION. - MONET DRIVEO tiv � w o Z _ � W NOTE: �— aOC � ALL PLANT MATERIAL SHALL BE APPRO\/ED GAPE BY LANDS �"' O j3 W Q ARCHITECT PRIOR TO DELI\/FRY. CONTRACTOR SHALL PRO\/I DE J J 1 LANDSCAPE ARCHITECT WITH PHOTOGRAPHS AND SPECIFICATIONS OF CO 0 Q im MATERIAL RECOMMENDED TO BE PURCHASED BY THE CONTRACTOR. r a O FOR ALL TREES ABO\/E 36 BOX, CONTRACTOR SHALL PRO\/IDE Lu co V PHOTO OF EACH SPECIMEN. FOR ALL TREES / SHRUBS 24" BOX AND co Q J UNDER, CONTRACTOR MAY SUBMIT A "REPRESENTATI\/E" PHOTOGRAPH. (o 0 W LANDSCAPE ARCHITECT RESER\/ES THE RIGHT TO REJECT MATERIAL pE C O Q O DELIVERY TO THE S 1 TE NOT PREVIOUSLY APPRO\/ED, OR NOT Qv�►i� REPRESENTATI\/E OF THE APPRO\/ED PHOTOGRAPHS. APPROVED REGARDLESS OF PRE\/I OUS LANDSCAPE ARCHITECT OR OWNER SHEET DESCRIPTION APPROVALS; THE G I TY OF PALM DESERT LANDSCAPE INSPECTOR DATE: ill,' RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT MATERIAL. �G ss�4 SHRUB L CO PLAN NOTE: ALL INSTALLATION AND MAINTENANCE SHALL MEET OR EXCEED THE DESIGNED J L CITY OF PALM DESERT'S "LOW WATER ORDINANCE" AND FOLLOW THE DRAWN MAINTENANCE SCHEDULE 4 GUI DEL I NES ESTABL 1 SHED IN THE CITY OF , ,� J.L PALM DESERT'S "DESERT FLORA" MAINTENANCE GUIDE, CURRENT - CHECKED P M EDITION. DATE 1-50-06 t?B NO. asters Models SOIL AMENDMENT NOTE MMAASTER5HRU5 AT THE CONCLUSION OF ROUGH GRADING SHEET NUMBER , AN AGRONOMIC SOILS ANALYSIS SHALL BE SCALE: I 'I = S�-O�� PREPARED BY THE OWNER AND FURNISHED TO THE CITY OF PALM DESERT FOR THEIR REVIEW AND APPROVAL. THE INSTALLING CONTRACTOR SHALL INSTALL ONLY TH05E 501L AMENDMENTS AND FERTILIZERS AS APPROVED BY THE CITY OF PALM DESERT LANDSCAPE L�16 SPECIALIST. O' 51 11601 24' 52' NORTH OF 21 SHE