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Home My WebLink AboutSpanish Walk Esperanza Models REVISIONS SPANISH WALK ESPERANZA REV. SHT. DESCRIPTION DATE BY Z SUMM6WAAl1RPM'A PAMTNBt-S,WC LM4DSC,%9E MCHffEM MW COAST H"MAY,%M M DANA PCOff,COY FORMA 92629 (M)443•U46 FAX(W)443.1631 TRACT # 33837 A �,N D S C,4,0 �0 F 4. MurCITY OF PALM DESERT p/t1 c7 o re CALIFORNIA 7-31 t 14 R e * 10-17-15 kP Dote PF C SUBMITTED FOR APPROVAL OF AL1F0� DATE APPROVED MODELS LANDSCAPE PLANS DATE --ese =w ^ys ond,"^- - RELEASED FOR BID cccc--zc^y'^ szeciticct'c^s DATE _'e -^e exclis ve c-ope CONSTRUCTION SET ISSUED c. c^c heir use cnd F�c DATE s^c l be res-c-ec to _ g'-c s'-e fcr w^ cn t-e were c,eca,ed. to-ise, ,- AGENCY APPROVALS (FORM TO BE COMPLETED AND � � . c cjb is -rc.n c -et-cc, n wnc e �. ^ert, s ROVALS CONSTRUCTION NOTES AND LEGEND pro except by w TURNED IN AT FINAL WALK) VICINITY MAP CONSULTANTS Derr- ss o-i `^c-n Fc-s-rr,' e.s Y�^p•- I-_. CERTIFICATE OF PROJECT COMPLETION Project Name: Parcel Map or Tract No.: LAND5GAPE ARCH I TEGT IRRIGATION Project Location: NOTE5 SUMMERS / MURPHY PARTNERS, INC. 5UMMER5 / MURPHY PARTNERS, INC. Maximum Water Allowance: 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, TRANSPORTATION, 541 cl-1 PACIFIC 0OA5T HIGHWAY 341 q-1 PAG I F I G G HIGHWAY OA5T (!n hundred cubic feet) MATERIALS, AND SERVICES NECESSARY TO FURNISH AND INSTALL ALL DANA POINT CALIFORNIA g262q DINAH SHORE DRIVE DANA POINT, CALIFORNIA g262q PHONE: ('714) 642-44�1 Estimated Total Annual water use: CONSTRUCTION ELEMENTS AS SHOWN ON THE DRAWINGS AND SPECIFIED SITE PHONE: (114) 642-4411 (in hundred cubic feet) HEREIN. CONTACT: JOE LASGOLA CONTACT: JOE LASGOLA ALL WORK SHALL BE PERFORMED BY A C-2-T CALIFORNIALICENSED LENSED AVENUE 3 5 Preliminary Project Documentation Submitted: (initials indicates submittal) 2. 0 CIVIL ENGINEER ARCHITECT Z CONTRACTOR. 1. Grading design plan w 7 F� 5. CONSTRUCTION AND INSTALLATION OF ALL LANDSCAPE ITEMS SHALL BE �iO�,� ��qy PANGAEA LAND CONSULTANT5.INC ROBERT HIDEY ARCHITECTS, INC. 2. Landscape design plan ACCORDING TO STATE, COUNTY AND LOCAL CODES, ORDINANCES AND UP 3. Irrigation design plan TO GAL-05HA SAFETY ORDERS REGARDING PERFORMANCE OF WORK. ¢ GERALD �<�O 2854 LA MIRADA, SUITE H -1585 IR\/INE COURT DRIVE #200 ,�, �o V15TA, CALIFORNIA g2051 IRVINE, CALIFORNIA g2615 °C UJ 4. Irrigation schedules 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING THEM5ELVE5 FAMILIAR D �'I'p PHONE: (-160) -126-4252 PHONE: (Q4q) 655-1550 WITH THE NATURE AND LOCATION OF ALL UNDERGROUND UTILITIES, PIPES Ld . FAX: (760) '72-7-1405 GONTAGT:MARGARET 51CKA p DR CONTACT: CHUCK 6LA55 Post installation Inspection: (initials indicate completion) AND STRUCTURES. THE CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY � a A. Plants installed as specified FOR ALL COSTS INCURRED DUE TO DAMAGE AND/OR REPLACEMENT OF w SAID UTILITIES, INCLUDING DELAYS. RANCHO MIRAGE o PALM o DESERT B. Irrigation systems installed as designed SHEET I N 5. ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT o Comments: DOCUMENTS AND/OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL FRANK SINATRA DRIVE Y COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO THE o SHEET NO. SHEET DESCRIPTION OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT IMMEDIATELY. T TITLE SHEET A copy of this certification has been provided to Owner/Developer and District ALL WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL THE Comments: DISCREPANCIES HAVE BEEN RE50LVED BY THE OWNER (JOB 0 FR VICINITY MAP CL CONSTRUCTION LAYOUT SUPERINTENDENT) OR LANDSCAPE ARCHITECT IN WRITING. ANY �� CD-1 CONSTRUCTION DETAILS CONTINUATION OF WORK PRIOR TO THE RESOLUTION OF DISCREPANCIES 15 N.T.S. CD-2 CONSTRUCTION DETAILS It is my opinion that the work outlined above has been completed in substantial accordance with Coachella Valley Water District AT THE CONTRACTOR'S R15K AND EXPENSE. CD-3 CONSTRUCTION DETAILS LOCATION /r \P IP-1 IRRIGATION PLAN J �/� and The City of Palm Desert's Landscape and Irrigation Guidlines. IP-2 IRRIGATION PLAN LEGEND IC-1 IRRIGATION LEGEND, CALCS AND NOTES M C \� IC-2 IRRIGATION LEGEND, CALCS AND NOTES C� OD Landscape Architect Signature Date License No. ID-1 IRRIGATION DETAILS Z N DIAMETER (35.60) EXISTINGG SPOT ELEVATION �� dD FF FIN15H FLOOR ELEVATION 55.60 PROP05ED SPOT ELEVATION IS-1 IRRIGATION SPECIFICATIONS O O CGF GARAGE FLOOR ELEVATION HT HEIGHT PL-1 PLANTING LEGEND J d WATER CONSERVATION STATEMENT PE PAD ELEVATION BGR BEGINNING OF CURB RADIUS TP-1 TREE, VINE & GROUNDCOVER PLANTING PLAN U TN TOP OF WALL ECR END OF CURB RADIUS ��X� S �� SP-1 SHRUB PLANTING PLAN O Cy THE LANDSCAPE AND IRRIGATION DE516N INCLUDED IN THIS LANDSCAPE TF TOP OF FOOTING ELEVATION TO TOP OF CURB ' > � OAT ��S PD-1 PLANTING DETAILS 13 ZO N�y BA BOTTOM OF WALL BG BOTTOM OF CURB �� _�� ` PS-1 PLANTING SPECIFICATIONS Z pa0 PACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM. UJ THE PLANTING DESIGN U5E5 DESERT PLANTS COMPATIBLE WITH LOW WATER T5 TOP OF STEP Eli EXPANSION JOINT � � > �� 'Qi� �� 3 a O B5 BOTTOM OF STEP 5J SCORE JOINT A O 0 N V U5AGE AND TH15 DESIGN MEETS THE CITY OF PALM DESERT'S WATER USE 'a o ti REQUIREMENTS. GB CATCH BASIN SG SAW OUT / i i IC/ FG FINISH GRADE R RADIUS ,� REFER TO SHEET L-23 FOR THE G.V.W.D. WATER CONSERVATION CONCEPT FS FINISH SURFACE ROND REDWOOD r , � )' STATEMENT. HDR HEADER ' ,� / '� Pam- im- HP HIGH POINT � 7Q ��.>°C�` I}�'2 G d�`.t.va.tv�- � LP LOW POINT LA LANDSCAPE ARCHITECT CITY OF PALM DESERT LANDSCAPE FL FLOW LINE MIN MINIMUM °�o UM INSPECTION SCHEDULE �B CATCH BA51N MJc, ON CENTERX MASTMAXIIC JOINT CVwi� N �. TG TOP OF GRATE ELEVATION TYP TYPICAL - ��-�--�� i i �' � � ii� �� - �, Z t I NV INVERT ELEVATION PA PLANTING AREA 0 — — — - -- �� ° �J r � I Z q U SLEEVIN6 / GRADING BB BOND BEAM ELEVATION NT5 NOT TO 5GALE a. Sleeve diameter, type depth and location UJ " b. Soil surface drainage, elevations and trash (Including weeds d rubble) 0--bab ALIGN _ ,� � � W 2 HARDSGAPE - - t� C� BOU) / BOULDERS-COBBLE RS GOBBLE a. Sidewalk and waII layout 1.0% GRADIENT IN PERCENTAGE b. Utilities location o Y r. yp 9h p 4:1 RATIO: 4' HORIZONTAL 015TANCE PER I' OF VERTICAL HEIGHT C9 °D ° JQ0 c. Boulder t e, size, Height and placement Z 3) IRRIGATION SYSTEM ROUGH-IN � S a• Trench depth R RIDGE L I �� W b. Pipe size and class - - _ _ .. IL W c. Pressure test (125 psi for 6 hours) 6B -- - GRADE BREAK - _ _�, ( - _ _ — � HOWLL FRA K SINATRA O C 4) PLANT MATERIAL (trees 4 shrubs) DIRECTION OF FLOW a CL a. Condition FROJE 'T KEY MAP b. Type ------- DRAINAGE PIPE LOCATION CO c. Placement ® a SHEET DTITLE a Type N ATRIUM DRAIN NOT TO 5GALE 5) GROUND COVER (Decomposed granite) �O R PLAN SET 'A' - CITY/CVWD 5UBMITTAL #1 6/25/15 SHEET b. Depth and spacing O DECK DRAIN PLAN SET '5' - CITY/CVWD SUBMITTAL #2 10/2/13 C. Compaction CITY APPROVAL NOTES PLAN SET 'C' - CITY/CVWD 5UBMITTAL #3 10/16/15 Z b) FINAL O TURF DRAIN n , a O DFSKNED SMP . Irrigation DRAWN SMP Control '� Valved boxes and wiringler operation and site specific yearly Irrigation �--�i— PROPOSED CONTOUR NOTE:ANY CHANGES TO THE APPROVED PLAN MUST BE SUBMITTED IN WRITING TO These plans have been reviewed by the Coachella Valley Water District in M T accordance with Water Code Title 7,Division 1.Chapter 3. .-article 1 U 8. Section �-et-� EXISTING CONTOUR THE CITY OF PALM DESERT FOR APPROVAL PRIOR TO INSTALLATION �! A E R P Or CHECKED SMP schedule 65597 et seq. requiring efficient landscape and irrigation design m cooperation kith (required by City of Palm Desert Water Efficient Landscape �-�� the local governing agency(City or County). "Approval of this drawing b} CV«D Ordinance) < L_)N) BERM - BUILT-UP LANDSCAPE GRADE NOTE: staff does not constitute approval to encroach into district and USBR W Ri_hts-of-«av D DATE IO-I'1-15 ' Sprinkler, bubbler and / or drip emitter type, flow rate and ALL CONCRETE, MASONRY, WOOD AND STEEL WORK IDENTIFIED AS o Trees,plants,walls,and permanent structure of am kind may not be planted or quantity per plant. —DETAIL REFERENCE PART OF THESE PLANS ARE NOT PART OF THE CITY OF PALM DE5ERT'5 / S T R I installed in CVWD and USBR easements or right-of-way without first obtainmu an )OB NO 616974 * Overall operation LAND50APE DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. encroachment permit from CVWD. m Z CAD RLE * As built —SHEET LOCATION o b- Tree staking IT IS THE OWNER'S RESPONSIBILITY TO OBTAIN ANY ADDITIONAL DATE WATER�iANAGE�IENT DEP.ART�tENT m c SHEET NUMBER —SECTION REFERENCE APPROVALS THAT ARE NECESSARY FOR WORK THAT I S TO BE O Overall SHEET LOCATION PERFORMED AS PART OF THESE PLANS / SPECIFICATIONS UNDER OTHER — .DEPARTMENT'S JURISDICTION CVWD PLAN 4 DEVELOPMENT SERVICE DEPARTMENT 4 "• NOTE" SHOULD ANY OF THE ABOVE INSPECTIONS FAIL AFTER 2 \ _ ATTEMPTS THERE WILL BE A FEE ASSESSED FOR ANY RE-INSPECTIONS. W Tmi I OF I8 SHEETS PLAN SET "C" 10-17-13 NOTE: CONSTRUCTION NOTES: \\\\ UT/L/TY SYMBOL LG�'N1� KEY MAP I. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ALL 00NORETE, MA50NRY, WOOD AND STEEL WORK IDENTIFIED AS ADJUST AS NECESSARY WHILE MAINTAINING THE DES16N CONCEPT. 2. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO PART OF THESE PLANS ARE NOT PART OF THE CITY OF PALM DESERT 5 BE&INNIN& ANY WORK AND CONTACT LANDSCAPE ARCHITECT FOR ® TYPICAL A/C LOCATION ® BUBBLER BOX ��?? LANDSCAPE DEPARTMENT'S IN5PEOTION AND APPROVAL PROGE55. AUTHORIZATION IF MODIFICATIONS ARE NECESSARY. 3. PAVING CONTRACTOR SHALL COORDINATE WITH DRAINAGE TRANSFORMER (ABOVE G DRAIN PIPE ROUND) �r �N FORMER T 15 THE OWNER'S RE5PON51 BI L I TY TO OBTAIN ANY ADDITIONAL CONTRACTOR, IRRIGATION CONTRACTOR AND ELECTRICIAN TO ENSURE THAT ALL SLEEVES AND CROS51N&S ARE PROVIDED PRIOR APPROVALS THAT ARE NEGE55ARY FOR WORK THAT 15 TO BE TO PLACING OF PAVING, CONCRETE, ETC. �R`M�aY PRIMARY FULLBOX (FLUSH) FLOW LINE � � ��C'�/C � � ��crrr� ��roc PERFORMED AS PART OF THESE PLANS / SPEGIFIGATIONS UNDER OTHER 4. VERIFY WITH THE PROJECT SOILS ENGINEER THE NEED FOR vLLB�X11 /ic/ �'� 34s�cowsrrratw�r,wrrEzoo DEPARTMENT'5 JURISDICTION. REINFORCIN&, BASE MATERIALS, PRESATURATION, ETC., FOR WALKS, C' -9y FAX 443- � � � PATIOS, FOOTIN65, ETC. ham- 8 MAILBOX _ 70 PANSION NTS OCCUR AT 50TTOM OF CE �OULVER ROCK NOTE 5 DIRECTION OF (CONCRETE WALKS, ADJACENTTO BUILD�IN&SI AND E1e " ♦ IIIOV. BOLLARD LIGHT _ . Q'9 PREG/SF GRAD/NG PLAN NOTE 17 X30 ELECTRICAL BOX (FLUSH) _ _ ALL LANDSCAPE BOULDERS TO BE DESERT TAN WHERE NEW CONCRETE PAVING ABUTS EXISTIN& SIDEWALKS AND/OR _ I qP �� ND S C - CONTRACTOR TO PROVIDE QUANTITIES SIZES CURBS. THE RECOMMENDED SPACIN& FOR EXPANSION JOINTS INS �� y„ ��ca �. Mushy F9,Q THE PRECISE GRADING PLANS PREPARED BY 1 r [-_� WALKS 15 I6'-0" O.G. FOR CONTINUOUS WALKS UNLESS OTHERWISE Tel 1'I X30 TELEPHONE BOX (FLUSH) ® OUT-DOOR HANGING LIGHT «odd, ti PANGEA AND APPROVED BY THE CITY OF PALM AS PER SPECS. TO BE VERIFIED BY LANDSCAPE _ _ �_ �. w -- - •o� o ti RECOMMENDED BY SOILS ENGINEER. _ c, d; _ PROJECT TOTAL QUANTITY q"Xq" GABLE TV. BOX (ABOVE GROUND) _ a� �� DESERT SHALL BE ISSUED TO ALL BIDDERS AND ARCHITECT 6. SCORE JOINTS OCCUR WHERE SHOWN ON PLAN AND AS NECESSARY ``' INSTALLING GONTRAGTOR(S). THE PREG I SE , I TO MINIMIZE AND CONTROL CRACKIN& OF CONCRETE PAVING. T TREE UPLIGHT LIGHT ? ( Sgrwture GRADING PLAN IS AN INTEGRAL PART OF THESE 25% - 18" z _ -31-14 LANDSCAPE PLANS, AND INDICATES ALL 'I. ALL CONSTRUCTION SHALL CONFORM TO ALL LOCAL CODES AND ,.i 509J; - 24 - � � -daa: � - Renewal Date 25�b - 36" ORDINANCES. El IRRIGATION CONTROLLER / POWER FED. -T— — - _ � �0-11-I3 NECESSARY FINISH SURFACE / FINISH GRADE ELEVATIONS, DRAIN HEAD AND DRAIN LINE 8. ALL PRODUCTION WALKS, STOOPS AND DRIVEWA''5 ARE TO Date �P THIS PLAN REFLECTS RECOMMENDED RECEIVE A MEDIUM BROOM FINISH UNLESS OTHERWISE NOTED. = _ _ lF o� ALL DRY STREAM BED ROCK TO BE 2" TO 6" "DOS FIRE HYDRANT LIGHT FIXTURE LOCATIONS ONLY. THE _ �F LOCATIONS. 01. FINISH SURFACE OF CONCRETE TO BE 1/2" MINIMUM BELOW STUCCO ul 4 _ Jam- - - - CALIF OWNER SHALL HAVE THEIR ELECTRICAL : _ ° 1 'l _ n�t, RIOS UNLESS NOTED OTHERWISE. SCREED; VERIFY IN FIELD AND ADJUST &RAVES IF NECESSARY TO _ --�� _ ACTUAL HOUSE PLOTTING, LOT CONFIGURATION AND WATER METER ELECTRIC ENGINEER SHALL BE O ACHIEVE THIS. ENGINEER RECOMMEND ACTUAL FIXTURES. _ CONTRACTOR SHALL INCLUDE GOBBLE AROUND FINAL WALKWAY / DRIVEWAY LAYOUT SHALL �� :' � � _ _'�-- _� • :� - _._- ._ '--F T z = - 10. STEP TREADS TO BE 12 WIDE (TYPICAL). STEPS GROUPED TWO OR RESPONSIBLE FOR ALL ELECTRICAL �- -_ CONFORM TO THE LOT SPECIFIC PLOTTING SHOWN ALL DRAINS IF NOT ALL READY CONTAINED WITHIN - - .. _ _ — - _1r_ -le se g S_ C++ S MORE DESIGN AS NEEDED TO MEET THE CITY OF ON THE APPROVED PRECISE GRADING PLAN. A STREAM BED. REFER TO GOBBLE AROUND DRAIN TOGETHER ARE TO RECEIVE HANDRAILS. YARD DRAIN PALM DESERTED LIGHTING ORDINANCE. FRANK SINATRA — A :rQ ex_��s c- e ON CONSTRUCTION DETAIL SHEET FOR ADDITION s_ e e m erg 11. ALL HORIZONTAL CONTROL FOR WALLS OR FENCES BY OTHERS. NOTE: INSTRUCTIONS. REFER TO CIVIL ENGINEER'S PLANS. ALL LIGHTING SHALL BE APPROVED BY ^c.s-c^^H eir use c-� FOR ALL FENCE AND WALLS, REFER TO FENCE ® GRATE INLET NOT TO SGAL �" c` res :-e 12. SLEEVE ALL UNDER6ROUND WIRE FOR LOW VOLTAGE LI&HTIN6. THE CITY OF PALM DESERT PLANNING �ir�� s -< fu :-e,, AND WALL PLAN PREPARED BY SUMMERS/MURPHY ALL BOULDERS, ROCK AND AGGREGATES ARE 13. FOR GRADING AND DRAINAGE INFORMATION REFER TO CIVIL DEPARTMENT PRIOR TO INSTALLATION, we,e c eca ed. e-re. _- 4 PARTNERS, INC. AVAILABLE BY SOUTHWEST BOULDER. ® DRAIN __:-c- or cab i:r-ic' c _ www.southwestboulderzom ENGINEER 5 PLANS. ..,e. cc, � �,,.^c,ie s ., _ zi_ec except b. A' _ FIN/5H SCHEDULE r^ ss'o -r F - 5..� res _- CONTRACTOR NOTE: ALL HARDSCAPE MATERIALS, COLORS AND FINISHES SHALL BE INSTALLED AS INDICATED ON THE APPROVED PLAN. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED WHEN CONDITIONS ARISE THAT WERE UNFORES�N AT TIME OF PREPARING THESE PLANS. CONTRACTOR SHALL NOT MAKE FIELD MODIFICATIONS TO THESE DE516NS WITHOUT THE LANDSCAPE ARCHITECT AND THE CITY OF PALM DESERTS REVIEW d APPROVAL. ® 517E /MPROVEMENTS ® EL co SYMBOL DESCRIPTION(COLOR /FINISH/5PBCIf'ICATIOI) DETAIL —® (PRIVATE RAzON SITE S-10 STREET 5-1 PARKIN& LOT REFER TO ENGINEER DRAWIN65 ® ® 5-2 ASPHALT PAVING (TO MATCH PARKINS LOT) Z 5-3 SALES OFFICE TRELLIS 10 GD-2 0 STAIWCOLOR: BY OWNER S-Q ® 5-4 RESTROOM SCREEN FENCE 14 GD-3 � I y MODEL: &ALVESTON W/ LATTICE ACCENT MF6: CERTAINTEED 600-233-6�i90 ® COLOR: COLOR BY OWNER 5-5 TEMPORARY CONCRETE SIDEWALK 13 GD-3 (TO MATCH PRODUCTION S-12 l ) S-13 5-6 SALES OFFICE REAR TRELLIS 15 GD-3 -4 y- STAIN/ COLOR: BY OWNER S-7 �- �^ 5-1 N (4 TOTAL) W MODEL: FOX HALL 6' BENCH *8603 MATERIAL. TEAK WOOD I MF6: COUNTRY CASUAL (600) 264-b525 p 5_6 ( )TRAP FENCE 12 GD-3 M1-2 MODEL: 3 RAIL- POST AND RAIL SMOOTH • MF6: GERTAINTEED 600-233-ba190 � S-11 �� COLOR: BY OWNER I3 - .......... S3 t , o r _._....... EQ. Q. 5-9 CITY SIDEWALK W J o S-5 ! 5-10 MAINTENANCE GATE (TO MATCH TRAP FENCE) .. ' 5F 5-II DRAIN Ib CD-5 V ca ' 5-12 LANDSCAPE BOULDERS (SEE PRODUCTION PLANS) I'1 CC) r 4' 12' _ _ 0 0 5 13 DRY STREAMBED (SEE PRODUCTION PLANS) I GD 1 Q Q C� 0 N 9 5, PLAN IG, LOT 64 = ' Z 12, M2-1 MI-I PREFABRICATED FOUNTAIN d O N S-5 MODEL: MARBELLA FOUNTAIN W N M2-2 24 X6O COLOR: EARTH TONE Z Co o , &RATE COLOR: ANTIQUE BRONZE 3 N 0 0 a SALES TRAIL a s-1 SUPPLIER: WISH 1 HAD THAT 600-419-I130 0 c� •• w - LEAD TIME. 4-6 WEEKS uj PADS2 =15-U `t MI-2 RANDOM EDGE FLAGSTONE PAVING 6 GD-1 0 0 0 { ® FF=159.1 0 ' STONE:CAMERON w w SUPPLIER: SOUTHWEST BOULDER 611-1a2-1625 JOINTS: &1?AY GROUT PLAN 2A, LOT 63 M2-I SLATE WALL WITH WALL ART: 5 GD-I ' STONE: 12"X12" AUTUMN MIST TLft N Mr DAL T�LE Z S Z b� SUPPLIER: DIRECT BUY PALM DESERT 'I60-631-3656 Q cfl i o GROUT: GRAY W/ TIGHT JOINTS W _._... ❑ Q WALL ART: SUNBURST TRIPTYCH WALL ART (41,469) a Q. LEADMEL14 b WEEK56ATE I-666-263-9650 N i o.... i 2 W V TEMPORARY M2-2 SEEDED AGGREGATE PAVING 4 GD-I iv 6 2 ; 2 N o LOT 84 ' `� JOINTS: SAW GUT Y ti W M3-3 _ PLAN 1C A66RE&ATE. BIRDS EYE BROWN " OR EQUAL J W ca LOT 83 FF:O O D'E L I SUPPLIER: KRG ROCK 01R EQUAL � G LOT 82 2, PLAN 2A PE:O 1 M2 3 C7 W PLAN 36 FF:O ' HANDICAP ' - VINE RACK 6 CD- ........ - -- -- -- - -- -- - -- - P K I N LOT Fo COLOR: DRK BROWN �k FF:O ® I .... o I . PE:O - PE:O , 1 F- 1i J ® S-4 - - PLAN 3B, LOT 62 - - �u Z O W M3 I P R=-ABR I CATED FIRE TABLE O a N S-11 1 1 MODEL: UPTOWN FIRE TABLE - 1242 - BRN-K a F, V - MF6: THE OUTDOOR 6REATROOM COMPANY 1-666-303-4026 `\ ■ 5 PEBBLES POR FIRE PIT: SUNBURST PEBBLES ' SUPPLIER: SOUTHWEST BOULDER HEFT D IPTI N f 6' ® M3-2 TRAVERTINE PAVERS 2 GD-I CONSTRUCTION \ , _ M3-1 M2- ......... ....._... ® ® STONE: NIMARA-2 LAYOUT ................... �-- - - - JOINTS: TIGHT JOINTS i� M3-2 SUPPLIER:ARIZONA TILE, PALM DESERT (160) 321-2005 M2-3 TRANS M3-3 VINE RACK 3 GD-I DESIGN® RH FORMER ® COLOR: BLACK ® DRAWN MJ CHECKED RH 5EXER L/NE DATE 10-1�-13 PAS E O E RT I D O 1OB NO. b i bg14 (PRIVATESTREET) CAD ROE C/TY OF PALM DE ERT SCALE : I = I O {N�4 TAR L/N� SHEET NUMBER Oc TE REFER TO THE TITLE SHEET FOR THE CITY OF C L�l S REDUCE. NORTH O 10 20 30 2 OF 18 SI•iEtTS PLAN SET "C" 10-17-13 WIDTH VARIES 2 SEE CONSTRUCTION PLAN 5 I 3 4 6 2 2 3 L.EC�END ° o ° o 47° o ° Ax S/MURPM't PARTNIER!,W_ MCHITEM 1. FINISH GRADE LANDSCAPE �� °°° 0 ° 0 0 0 GO0 006 ° 0 02° °� (9499)� (�9�9�M31631 4 2. PAYING MATERIAL (SEE FINISH �P 8 °o o °� U SCHEDULE) 1 � 5 �,NDSCgp 5. 4 MIN. CONCRETE SUB-POUR _ _ �o REFER TO SOILS REPORT 4. STEEL REINFORCING REFER TO SECT I ON SOILS REPORT 11 1 _ 1_O - 8 5. GROUT (SEE FINISH SCHEDULE) s q - we '�� _ Renerol Dote 0 0 ° 0 0 00 c0 0 0 A'0 0 6. 5UB-BASE MATERIAL - REFER TO - - # Tq� I Date �\ 0o4Q-j o® 0 0 SOILS REPORT L.E E I D FOF CAL�F�� "I. COMPACTED SUBGRADE I `l SGT� Q 4 S G T I O N - 1. FIN 15H GRADE 7. SUB NOT TO SCALE -BASE MATERIAL REFER - -oil O - - - 2. 1/4" RADIUS ALL EDGES TO SOILS REPORT -here �-�-c - ^y- v -e accorz=v 3. SEEDED AGGREGATE CONCRETE 5. COMPACTED 5U56RADE 1. LANDSCAPE BOULDER, TYP. (SEE 3. clO% COMPACTED SUBGRADE _re -^e ex` �S a ` "` (SEE FINISH SCHEDULE) q. I" MINI MUM, 2" AT TURF AREAS FINISH SCHEDULE) c ctic-s ^e E j _^ 6 4. 5AW-GUT JOINT REFER TO DETAIL 4. REFER TO GRADING PLAN NOTE: 2. 6" MIN. LAYER DECORATIVE ROCK FOR DRAIN LOCATIONS wefe "`�c'Ec. "` se = 7 5. RE I NFORG I NG STEEL - REFER REFER TO SOILS ENGINEER'S (SEE FIN 15H SCHEDULE ON THE T cl- "ce e crch c:eC excec: c. h -.e- TO 50IL5 REPORT REPORT FOR MIN. THICKNESS CONSTRUCTION LAYOUT PLANS) perr• ss c- `-c_ =CIS_- OF CONCRETE AND 51ZE OF Sj-n-re-s 8c 6. EXPAN510N JOINT REFER TO DETAIL 8 REINFORCING STEEL. Revised March I, 2007 per City of Palm Desert's Comments RANDOM EDGE FL=A6=;S70NE FAVI NO (LOT a4) . 4 SEEDED A06;R 0AT FAV I NO (LOT a5) I DRY BED DETAIL 8' 4 6 EQU. EQU. I 2 3 s ' S b 4 5 2" 2" e 4 b 5 e Z 8 a 4 6 0 (/ O nu 0000 O = ' A. 0 00 2 0 00 0 q CC a I-IIIIII-III-III-III-I - W �� EXPANSION JOINTno EXPANSION a - o SECTION VIEW SCORE JOINT 3 - LEGEND N SECT I ON 7 I. POLYSTYRENE JOINT GAP OVER EXPANSION 5. 5/4" DEEP X 5/5" WIDE (MAX.) TOOLED 11 _ 1 ,i - I -O BOARD. REMOVE TOP OF JOINT GAP PRIOR SCORE JOINT WITH 1/4" RADIUS EDGES � GT I O I 8 TO CAULKING. (REFER TO NOTE) WHERE OCCURS SEE CONSTRUCTION PLAN 2. 3/8" WIDE FULL DEPTH ASPHALT 6. RE I NFORC I NC7 STEEL - REFER TO SOILS I. F I N 15H GRADE SATURATED FIBER EXPANSION BOARD ENGINEER'S SPECIFICATIONS FOR SIZE AND ELEVATION VIEW 8 LOCATIONS SCALE: " - I' 2. PAVING MATERIAL (SEE FINISH • 5. CONCRETE PAVING SEE FINISH SCHEDULE -7. AGGREGATE BASE - REFER TO SOILS REPORT SCHEDULE) 4. 1/4" RADIUS - ALL EDGES a. FINISH GRADE 4 I. 12"X 12" SLATE TILES " GROUT INSTALL ON 3. GROUTED T 1 GHT JOINTS (REFER TO FIN 15H SCHEDULE) q. COMPACTED 5U56RADE - REFER TO 501L5 SECTION VIEW FRONT, TOP AND SIDES ONLY. STUCCO ON W NOTES: REPORT SCALE: � = I' SACK (SEE FINISH SCHEDULE) 4. THIN-SET MORTAR V I. APPLY 1/2" DEEP JOINT SEALANT (CAULKING) INTO GROOVE. SAND IN WITH #60 SILICA SAND. NOTES: 2. SXSXI& GMU BLOCK 5. STEEL REINFORCING - REFER TO O • REFER TO 5TRUGTURAL EN6INEER'5 Go SOILS REPORT V OD MATCH COLOR OF PAVING. coNrAiecTlous,R�INFORGING AND FOOTING 3. FINISH SURFACE �CULATIONS INOR ALL � � 2. EXPANSION JOINTS IN WALKS TO OCCUR AT GRANGE IN DIRECTION AND WHERE NEW CONCRETE INFORMATION. 6. 4 MIN. CONCRETE 5UB-POUR • ALL LUMBER TO BE 5AW SIZED DOU6LA5 J PAVING ABUTS EXISTING SIDEWALKS AND/OR CURBS. THE RECOMMENDED SPACING FOR FIR. 4. FOOTING PER STRUCTURAL ENGINEER REFER TO SOILS REPORT cc p V EXPANSION JOINTS IN WALKS 15 16' O.G. FOR CONTINUOUS WALK5 UNLESS OTHERWISE ALL CONNECTORS, FASTENERS AND 0 Q RECOMMENDED BY PROJECT SOILS ENGINEER. OTHER HARDWARD TO BE HOT DIPPED = 3 Z ti GALVANIZED. 5. WALL ART WITH MOUNTING HARDWARE (SEE 7. SUB-BASE MATERIAL - REFER TO • PAINT OR STAIN WOOD PER FINISH d N 3. REFER TO SOILS ENGINEERS REPORT FOR MINIMUM THICKNESS OF CONCRETE AND FINISH SCHEDULE) INSTALL PER SOILS REPORT 4, O SCHEDULE (IF PAINTING, TREAT ALL O .. EXPOSED SURFACES WITH (2) TWO GOATS MANUFACTURE'S REGOMENDATIONS. 8. COMPACTED SUBGRADE 3 N REINFORCING STEEL p MOISTURE-PROOF PRIMER AND (2) TWO 0 .r FINISH GOATS - REFER TO FINISH Q CV V SCHEDULE FOR COLOR. G. STUCCO BACKING (TO MATCH HOUSE) SCORE ANED EXPANSION -JOINTS SLATE V�AL=L= �N/ �NALL ART (LOT 55) 2 TRAVERTINE FAV I NO (LOT 5:2) I L.ECGEND NOTES: 3 I 2 ¢ 0 O O I. 1" X 2" TUBULAR STEEL TOP AND ALL EXPOSED SURFACES TO BE a 2 -_' _ BOTTOM RAIL WITH 1/2" 50UARE GROUND SMOOTH AND FREE OF 7 = W BURRS, WELD5, AND ABRASIONS N - O GLA551 G IRON SUPPLY PRIOR TO APPLICATION OF - -- 3 7 # PRIMER. = Y ~ a4 3 = 2. NEWEL POST BALL I IS O - m D a o NOTES: AVAILABLE FROM: - - - 4 3� - • REFER TO STRUCTURAL CLAS51 C IRON SUPPLY ALL WORK TO BE PLUMB, _ g O D D = o cV O ENC� NEER'S DETAILS AND STRAIGHT AND TO LINE AND - d = 8 CALCULATIONS FOR ALL 3• 2" X 2" TUBULAR STEEL POST LEVEL INDICATED ON _ W GONNEGTI ONS WITH I/2 SQ. IRON TRIM CONSTRUCTION PLANS q - --- -- 5 -' RE I NFORG 1 NC AND 4. I SQUARE TUBULAR STEEL OWNER OPTION TO HAVE FENCE SHEET DESCRIPTI� N 3 Ecy FOOTING INFORMATION. PICKETS (TYP.) POWDER COATED (COLOR PER O - 10 D IF] 5 N7 • ZEDALLUDOUGLAS FIR. OWNER) _ 0 - - -- 6 CONSTRUCTION • 5. I X 2 TUBULAR�� STEEL WINDOW NOTES: -III IIIIII-III- _ _ D _ _ O ALL GONNEG70R5, FRAME WITH 1/2 SQUARE SOLID - -� FASTENERS AND OTHER IRON TRIM • REFER TO STRUCTURAL ENGINEER'5 6 DETAILS AND CALCULATIONS FOR FOOTING ENLARGEMENT _- D EL.EVATI ON HARDWARD TO BE HOT ALL CONNECTIONS, REINFORCING AND I"=1'-0" RH SECT I ODESKNM - o - 3 Dl�fi D C-7ALVANIZED. 6. 3/4" X I/4" SOLID STRAP "WOVEN" FOOTING INFORMATION. O m D MAWN L.E6END 1/2 = 1 1-0 PAINT OR STAIN WOOD BASKET WEAVE PATTERN ALL LUMBER TO BE SAW SIZED - --- - I CHECKM M✓ PER FINISH SCHEDULE (I F DOUGLA5 F I R. N 5 1/2„ 7 RH I. I" SQUARE TUBULAR STEEL 5. COMPACTED 5UBGRADE 7. FIN15H GRADE ALL CONNECTORS, FASTENERS AND - NOTES: FRAME. EXTEND LEG5 TO 6. GRAVEL BASE PA NTI NC TREAT ALL OTHER HARDWARD TO BE HOT - �� 10-I�-13 ED SURFACES WITH ALL W EXPOS WELDS TO BE SMOOTH BOTTOM OF SLEEVE. 5. CONCRETE FOOTING DIPPED GALVANIZED. m I lOB NO. 616q�4 AND CONTINUOUS. 2 2'-q" HEAVY WALL 7. 1" SQUARE TUBULAR STEEL (2) TWO GOATS PAINT OR 57A I N WOOD PER FIN 15H CAD PAE MEMBERS AT CENTER. MOISTURE=fi ROOD PRIMER SCHEDULE (IF PAINTING TREAT ALL ENTIRE PANEL TO BE TUBULAR STEEL SLEEVE 8. 5/8" SC,2UARE TUBULAR STEEL AND (2) TWO FINISH GOATS 1. COMPACTED 5UBGREADE EXPOSED SURFAGE5 WITH (2) TWO ELEVATION 12" 15" IS" 15" 12" SHEET Nun�set POWDER COATED OR 3. FINISH GRADE - REFER TO FINISH GOATS MOISTURE-PROOF PRIMER I/2"= 1 '-O" HOT-DIPPED (COLOR BY DIAGONAL MEMBERS IN SCHDU ELE F .OR DOLOR 10. G W RAVEL BASE AND (2) TO FINISH GOATS - REFER OWNER). 4. CONCRETE FOOTING CENTERS. TO FINISH SCHEDULE FOR COLOR. C D�l a VINE RACK (LOT a5) . 5 VINE RACK (LOT a2) 5 OF 15 SHEM PLAN SET "C" 10-17-13 2 3 4 20 7 5 L E E:ND 101, — — — — — — — — — — — — — — — — — — — I. LED6ESTONE WALL - REFER TO FI SCHEDULE 5 2 12, oil 2' — 2. PEBBLE IN BASIN - REF O FINISH SCHEDULE _ LEDGESTONE 6' WATER WALL 6' #413. LED6ESTONE RWALL - REFER TO FINISH ......... SG _ 0® N 7 HEDUL p p �j .:. o®0�j n7 0 0�� opaf °0 0 8 , SUIWI�S/MURPFi1'4 PARTTSti INC v °CI o� o® o ( '1 4• I SH SURFACE - ,�DJAG �A�Dx AXQHTEC T$ ENT STONE PAYING 3 I ; / r/ 1 it / I 11 I yy 1 L..1,1 ( COAST NlaiwAY,SUfTF { u_r_r . ;,r DANA POINT � l r r, , ! r; ra I 1 � I� ;(;, GILFORPA/1 92629 — 11 4a�r.,..r. ; ; , '�6 ,lr ;r,._;.i../_ r,. l. . ,I 'zr r; fr i : 1 I PR 14% FAX(9�9)443-%31 PROPERTY WALL ENLARGEMENT ff JiF 16 ..... MASONRY CONSTRUCTION �11MDSC� q, � , ..� .. .. , , urph q O 5 12 (; ( : ,' , !;' r Y 7. EMITTER STRIP �, c 4 ( f V f,r Ia f ,I" r.'. ',� ,r f, !,./i ;, d 16 ,� y 'yo _ l' f I I , J C 1._:4 � / � i ,j... „/ � .� C� .(� O I I !rI R E (-> 6 Z WATER FEED L I NE _-- LC� 1�DI�i�1 r ry — Ilft C ' � � 00 00 7-31-14 q. CONCRETE FOOTING Rd,�„�I DQ1� I. FINISH G DE � 10-11-13 Date 2. PL,45 G RESTRAINT 15 4 IO. COMPACTED 5UB6RADE rgTfOF AL�FO��\P 3. 1 RLOGK I NG PAYERS 13 I I STUCCO FINISH BACK S I E 14 6�� - D ONLY ELEVATION 4. I I/2" SAND BASE - 12. CHECK YALYES TO CONTROL WATER FLOW OF Tne`-_ 9 10 1 2 3 14 17 SCALE: "' = 1� 13 ,;__.7 _y spec EACH MULTIPLE FEED LINES o -^e ex -s ,e t�` 5. COMPACTED GRANULAR -ors..^-:��,�...E,s �� ,a_:��,, SUB-BASE I o _SECTION VIEW 14" 2' 8" 13. AUTO FILL oc c : _e --ev 6• COMPACTED SUBGRADE SCALE: 1/2" = 1'-0" NOTES: CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR were j,e J�,e-. :;e--se, �6�,.^_ ALL FOUNTAIN CONSTRUCTION, WATER PROOFIN6, 4 14. SUBMERSIBLE PUMP �_ • R TO STRUCTURAL ENGINEER'S DETAILS i$ --ie-� c. N e MECHAN I CAL, I NCLUD I N6 PUMP, DRAINAGE, L 16HT eX:ez- -e- ALGULATIONS FOR ALL CONNECTIONS, FOOTING, FIXTURE, ELECTRICAL, ALL APPURTENANCES, ETC., I5. OVERFLOW DRAIN PIPE THREADED AT BASE Fer-� ss `' =,.sT , RE I NFORG I N6 STEEL INFORMATION. Sj--•- -s r PRIOR TO INSTALLATION. I&. STONE GOP I N6 (TO MATCH PAY I N6) 17. N4TER,OME TILE, PLASTER BOTTOM (REFER TO XTE��FORAR-"'r I I ATE LOC I I O AV S FINISH SCHEDULE ATR ,WA�� FOUNTAIN (SOT �� I 1 44' I NOTES: 12' 12' 2' z O • ER TO STRUCTURAL EN61 NEER'S H DETAILS AND CALCULATIONS FOR 1 ALL CONNECTIONS, RE I NFORC I N6 AND W FOOTING INFORMATION. El • ALL LUMBER TO BE SAW SIZED �- DOU6LA5 F I R. 2 o • ALL CONNECTORS, FASTENERS AND OTHER HARDWARD TO BE HOT D I PPED 6ALVAN I ZED. PAINT OR STAIN WOOD PER FINISH 3 SCHEDULE (IF PA I NTI N6, TREAT ALL EXPOSED SURFACES WITH (2) TWO GOATS MO 15TURE-PROOF PRIMER AND (2) TWO FIN 15H GOATS - REFER TO FIN 1 SH SCHEDULE FOR COLOR. FF Li ------TT_ I I=. I _ I I __ I I _ j I 7TF TI 6' 6 Li Li PLAN VIEW 3' SCALE: 1/2" = 1 '-0" Z U � 2 3: INSET 4 �-- o INSET D-LATTICE TAIL DETAIL � V 1 REFER TO INSET CHART i DETAIL 15/CD-3 31 cm 8" INSET A- BEAM TAIL DETAIL d = � Z04 W Q REFER TO INSET CHART Z M � � � �002 DETAIL 15/CD-3 2' 3 , SET C-RAFT R TAIL DETAIL 0 o n � S REFER TO INS T CHART DETAIL 15!CD 3 3 _ 1 ' 4 INSET B-CORBLE DETAIL N _ < Q 6 REFEDETAIL 15/CD-3 INSET CHART _ 4 O 5 a '�` 7 W UW 5 ' a� Y� OD 80 6 <co 00 7 U. P Ho -i O5T TOP DETAIL O 9 SCALE: I/2" = t'-o" a HEFT DMI N CONSTRUCTION DETAILS c� 10 Ch DESIGN® RH $ DRAWN MJ LEGEND �® RH SECTION VIEW ELEVATION VIEW DATE SCALE: I/2" = I '-O" SCALE: 1/2" = I'-O" 1. 3X3 U100D LATTICE � 8" O.C. (SEE INSET D) 4 10—I�-13 6X6 1.000D CORBEL (SEE INSET B) 7• IXS WOOD PLANT-OHS ALL 4 SIDES, MITRE CORNERS 4 CHAMFER TOP � �' 616974 2. 4X6 WOOD RAFTERS 2' O.C. NOTCH 1" OVER BEAM (SEE INSET C) CAD RU 5 roXro TRIM ON POST 8. 2X WOOD BOOT AT BOTTOM, CHAMFER 4 MITRE CORNERS AS SHOWN SHEET NUMBER 3. 6X8 1.000D BEAM (SEE INSET A) �. 6 X6 1.000D POSTS 41. FINISH 6RADE . 10 SALES TRAILER FRONT TRELLIS 10. FOOTING PER STRUCTURAL ENGINEER CD 2 1 4 OF 16 SHEETS PLAN SET "C" 10-17-13 1 0' 1 ; 1 _ El El a 200 ; 2 b• M� �• aw,• 2'` - R PARTTr6i5,/dC DANAMW CPOOWT,C AST RW 4431MG FAX 44311K31 INSET A - BEAM TAIL DETA I L I NSET B - CORBEL DETAIL zo SCALE: 1-1/2" = 1 '-0" SCALE: 1-1/2" = I '-C" 8 O.G.- max. . ....... CO—N 6 ELEVATION a s�nature Li LiLi Li Li Li Li I/2"-I' O" I * Reneaol Oate Date PLAN VIEW r�TF of UfO��P ,�• SCALE: 1/2" 1 '-0" 2 LEGEND I. VINYL- 3 RAIL FENCE 6. 4' 1 BY "CERTAIN TEED" OR EQUAL SECTION -hese c-cW--- - I/2 I'-O" cre ex,- .._ ,e cce--. c= INSET C - BEAM TAIL DETAIL INSET D - LATTICE TAIL DETAIL ' =orS-m/S---^e-s ✓& %,_ SCALE: 1-1/2" = 1'-0" - _ - lrc. arc - _ _ _ - 2. CONCRETE FOOT-ING S� 3 ctic- _ , o e 'es _- o^C rol s c- +� c' e 6' 1 2, 3. COMPACTED SUB—GRADE .e -.e P� �e __ INSET D LATTICE TAIL DETAIL c ct - o REFER TO INSET CHART # -net~oc, *-c e c- zc- 3rch'c'-ec excec- z,, A- e- 81 INSET A-BEAM TAIL DETAIL - NOTE: INSTALL PER MANUFACTURER'S perr Ss c^ �- REFER TO INSET CHART RECOMMENDATION. NOTE: GATE SIMILAR PER MANUFACTURER. :INSET C RAFTER TAIL DETAIL REFER T D INSET CHART 2 12 T AF I NEE (SITE) INSET B-CORBLE DETAIL REFER TO INSET CHART 4 1 DETAIL 15/CD-3 3 2 3 NOTES: 5 4 REFER TO STRUCTURAL I 4 6 EN61 NEER'S DETAILS AND CALCULATIONS FOR ALL 7 5 O CONNECTIONS, RE I NFORC I N6 N 5 AND FOOTING INFORMATION- 7 ALL LUMBER TO BE SAW SIZED DOU6LA5 FIR. a • ALL CONNECTORS, a FASTENERS AND OTHER /0�" 0 °oHARDWARD TO BE HOT0 0 oo 0o DIPPED6ALVANIZED. 6 • PAINT OR STAIN WOOD PER POST TOP DETAIL = 8 FINISH SCHEDULE (IF SCALE: 1/2" = 1'-0" — PA I NTI N6, TREAT ALL g = _ _ I _ 7 NOTE: I EXPOSED SURFACES WITH (2) Ch REFER TO SOILS ENGINEER'S TWO GOATS SECTION VIEW REPORT FOR MIN. THICKNESS 9 MOISTURE-PROOF PRIMER SCALE: I" = I '-O" OF CONCRETE AND SIZE OF AND (2) TWO FINISH GOATS - 9 REFER TO FINISH SCHEDULE q RE I NFORG I N6 STEEL. 10 FOR COLOR. LE(�7ENE�) 03 ELEVATION VIEW 5. RE I NFORG I NG STEEL - REFER SCALE: 1/2" = 1'-0" I. FINISH GRADE TO SOILS REPORT J 2. 1/2" RADIUS ALL EDGES II EXPANS 1 ON JOINT - REFER TO o 1. 3X3 WOOD LATTICE 8" O.C. (SEE INSET D) 6. 6X6 WOOD POSTS 3. CONCRETE PAVING REFER TO DETAIL -1, THIS SHEET CD-I Z Q n scALEELEVAT1O/2"VIEW 1 -0" FINISH SCHEDULE -7. SUB-BASE MATERIAL REFER O 0 2. 4X6 WOOD RAFTERS e 2' O.C. NOTCH 1" OVER SEAM (SEE INSET C) �. 1X8 WOOD PLANT-ON5 ALL 4 SIDES, MITRE CORNERS 4 CHAMFER TOP 4. 3/4 DEEP X 3/8 !'VIDE (MAX.) TO SOILS REPORT G 3. 6 X8 WOOD BEAM (SEE INSET A) TOOLED SCORE JOINT W/ I/4" g. COMPACTED SUB6RADE - REFER 8. 2 X WOOD SOOT AT SOTT01"I, CHAMFER 4 MITRE CORNERS AS SHOWN RADIUS EDGES WHERE OCCURS. TO A6RONOM I G SOILS REPORT = 3: Z ti 4. 6 X6 WOOD CORBEL (SEE INSET S) REFER TO CONSTRUCTION PLAN. d O cr S. FINISH GRADE 1. 1" MINIMUM, 2" AT TURF AREAS z � Q 5. 1-1/2" TRIM ON POST 3 a 0 10. FOOTING PER ENGINEER O a 0 15 REAR SALES TRAILER TRELLIS (S 1 TE) . 15 (f,,ON(f., ET AV I N(�7 (SITE) Z 0 Z W a VINYL FENCE- BY CERTAIN W v TEED OR EQUAL. TO HAVE b' ' m f SOLID 2 LATTICE. W cV o PLAN VIEW: o� 2 2. 6Xb VINYL POST WITH 2 3 W 6ALVAN I ZED POST I N w NO SCALE <=� �r � , �� , z o CENTER. ! u _ m — 3. CONCRETE FOOT I N6- 18 p a o :211 PIA. X 36 DEEP MINIMUM. a v 4. FINISH GRADE SHEET N CONSTRUCTION=I I M I =III= =III=1 =III= 4 S. COMPACTED SUB6RADE — DETAILS 1=III=III=I I=III=I I — I=I I _ REFER TO SO I LS REPORT -� 1=III=III III=III=1 I 4co FOR REQUIREMENTS SGT I ON 3 —III=III ! I=1 I I— 3 RH —I I I. DRA I N GRATE (PER CIVIL PLAN) NOTES: = I I I=III= 5 REFER TO STRUCTURAL ENGINEER'S DRAWN MI/ II __ = GOBBLE- TO EXTEND 6-12" RANDOMLY ALL GONN1=GTlONs, RI:INFORG FOR. - I —O AROUND DRAIN HEAD. REFER TO BOULDER FOOTING INFORMATION. SECTION: III—III III III: 2. I. LANDSCAPE BOULDER - NO SCALE DETAILS AND OALGULATIONS N6 ANC CHECKED REFER TO FINISH SCHEDULE II IIIII I' SECTION VIEW RH ON CONSTRUCTION LAYOUT PLANS AND ROCK NOTE FOR SPECIFICATION ON $ MAX ALL LUMBER TO BE SAW SIZED DATE SCALE: g" = 1'-0" VERIFY IN FIELD A°L o HECTORS, FASTENERS AND 10-I-7-15 CONSTRUCTION PLAN. DIPPED CyALVANIZE7 OTHER HARDWARD TO BE HOT 2. FINAL GRADE JOB NO. 61 bq�4 3. 2 LAYER OF DECOMPOSED GRANITE AFTER • PAINT OR STAIN WOOD PER FIN 5- CAD RLE 3. 10%' COMPACTED SU56RADE COMPACTION REFER TO CONSTRUCTION PLAN SCHEDULE (IF PAIN7IN6, TREAT ALL FOR SPECIFICATION. EXPOSED SURFACES WITH (2) TWO SHEET NUMBER GOATS MOISTURE-PROOF PRIMER 0� Revised March I, 2007 per City of Palm Desert's Comments AND (2) TWO FINISH GOATS - REFER 4. COMPACTED SUBORADE. To FINISH SCHEDULE FOR COLOR. CD�3 . 17 50ULDE DETAIL 16 DRAIN DETAIL . 14 SCREEN FENCE (SITE) 5 OF 18 SHgT PLAN SET "C" 10-17-13 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 solution of muriatic acid and water, and brushed to reveal surface lines. 3. Posts, Plates and other of-grade connections to be Redwood, Western Re 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 6. Gl. Upon strap ties - 'Simpson Strong Tie' or equal. Joist hangers and heavy angles or in connection with, contractors, employees, or its agents negligence, omissions, proper flow and water tightness. I. Upon completion of work, remove all forms, debris, material and tools from 'Simpson Strong Tie' or equal. Screws, hinges, Halls,bolts, and washers. All errors. site. 2. The piping systems shall be flushed and cleaned prior to connecting to hardware material to be galvanized. B. Errors or Conflicts existing drain line, catch basin or storm drain systems. s. 5. Stain and point - as selected and shown on drawin If any errors or conflicts are discovered in the plans or notes, they shall be V. BLOCK MASONRY p g a PARTN6tS,INC interpreted so as to accomplish the real purpose of those plans and notes. LANDSCAPE ARCHRECTS 3. U on com letion of work, remove debris, tools and sur lus material from site. Scope of Work - Provide all labor, materials, tools, equipment, transportation and 6. Concrete - Glass A minimum 2,000 PSI at 28 days. � zoo p p p necessary incidentals for the completion of all block masonry as shown on the DANA POM CAUFORMA 926B G. Additions, Deviations and Alterations IV. CONCRETE B. Rough Carpentry drawings, including but not limited to the following: (W)4434" FAX(W)443-Y&M 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 I. Set all posts, beams, rails and framing plumb and true to line as shown on unless authorized b the Owner or the Landscape Architect. Should deviation necessary incidentals for the completion of all concrete flatwork as shown on the the drawings. y p y p I. Slump block units meeting grade A, ASTM G-q0, concrete block units Grade NDSC Ao from plans and notes become necessary due to conflicting site conditions, Owner drawings including but not limited to the following: A, ASTM 0-c10. 2. Connections - make all connections os shown on the drawings.5plice lumber 1p Mirph and Landscape Architect shall approve in advance any such deviation. No at posts only. Utilize all nail and/or bolt holes for all hardware. additional work will be authorized without the express written authorization from A. Materials 2. Cement - Standard Portland Cement A5TM designation C-150 Type I or 11, the Owner. I. Cement - 5tondord Portland Cement, per designation C-150 of the ASTM low alkali. 3. Ease all top edges of exposed lumber for bench tops, low walls, etc., W �, T-r- Type 11, III, or V, low alkali, single brand throughout. Refer to Soil Engineer's where surface contact is provided. Cr - Report for Recommendations. 3. Sand - Glean, well graded ASTM designation G-144. 7-31-114 D. Interpretation 9 9 4. Post base - set post column base as shown on drawings, providing minimum The Contractor shall comply with the obvious intent and meaning of these plans I" clear all sides from finished post base to to of paving. Renerd Dote p y g p 2. Aggregate - ASTM Specification 0-33 5/4 maximum size. Decorative 4. Water - Water used shall be of potable quality. p p p g' * 10-117-15 and specifications which shall be construed to include all labor, material, tools aggregates or pea rock as shown on drawings. Fine natural sand, well graded 5. Countersink nails and bolts in all locations where surface contact Is TqT Date and equipment necessary to complete the work specified herein in a conforming to ASTM C-144. 5. Steel - Reinforced steel for wall to be Grade 40 deformed bars ASTM provided, i.e., bench top etc. FOFCAt_�f0 workmanlike manner in strict accordance with plans and notes. Should any designation A-165. questions arise as to the intent and interpretation of these plans and notes, 3. Water - Water used shall be of potable quality. C. Painting and Stain Contractor shall refer to Owner and Landscape Architect whose decision 6. Concrete - Glass A concrete minimum 2,000 PSI at 28 days. I. Fill all seams and cracks with Latex caulk and/or wood dough to insure on thereon shall be final. 4. Steel - Reinforcin steel for decks and walks to be intermediate grade even surface. --ese �.�� _ c-�- -he g g 7. Mortar - by volume, freshly prepared uniformly mixed in ratio I art cement _c c �c Spec deformed bars conformin to ASTM A-615 and/or Grade 40. Mesh ASTM - ^ - ' c-'c-'S 9 1/2 part lime putty, 4-1/4 parts sand, conforming to ASTM C-27 . Omit lime 2. Sand smooth all exposed surfaces is specified as 545. c,e x' _s .e Gr e f E. Observation and Rejection of Materials and Workmanship A-4c16, size where shown on drawings. putty if plastic cement is used. e & %4 r'c All materials and workmanship furnished or performed by Contractor shall be 3. Prime all painted surfaces with one coat primer. :irc -jcl'- sub ect to final observation and acceptance b Owner and Landscape Architect 5. Expansion Joints - Asphalt impregnated felt. Polyfelt Ethofoom as indicated 8. Grout - by volume freshly prepared, uniformly mixed I part cement, 3 parts _-c estr_ted -: - e upon completion of all contract work whether by aid for or not. At an on the drawings. sand, 2 parts pea gravel. 4. Paint with minimum two finish coats for painted surfaces. = c s-e "�' �e p p p yp y we e'�-e�� Pc. 'e-.se. reGr_ and all times during the performance of this contract, Contractor shall make C� 6. Control Joints - Saw cut joint 1/4 of slab thickness. Hand tooled score Joints B. Laying of Masonry 5. 5tain with minimum two finish coats for stain surfaces. me,� _ w-c e :o -, available for observation, test and approval, materials and workmanship. Failure 1/4" deep minimum where shown on the drawings. I Lay all masonry straight and true to line with vertical Joints plumb over each c- D`ec exce-' w--te of such observers to make observation, tests or approvals shall not prejudice other. Horizontal Joints, shall be level. Headers and corner units to show D. Protection and Cleanup �e_M _ the right of Landscape Architect or Owner on final observation. Contractor 7. Gold 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 oversproy. shall promptly replace any and all material, workmanship and equipment which on the drawings. the drawings. 2. Upon completion of work, remove all Scrapwood, debris, materials and does not conform to the plans and notes. All materials used on this contract C. Reinforcing tools from site. shall be new and the best marked quality unless specified otherwise. 8. Joint Sealant - Two parts Polysulfide sealant as manufactured by Thiokol, I. All bars In masonry shall be lapped a minimum of 40 bar diameters. Dowels Glass AS, self leveling or multi-part polyurethane construction sealant by for walls and columns to be some size as wall reinforcin Refer to VI 11. Metal 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 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 for approval samples of the various materials, and specify finish thereon. el. Curing Material - Hunts process MD7G. 'Lithochrome' color wax for color D. Gutting of Masonry drawings, including but not limited to the following: 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. Grouting of Masonry I. Steel tubing in sizes shown on the drawings ASTM designation 500 and/or All construction shall conform to all local building codes and ordinances. It Is I. Grout all cells with vertical steel solid as shown on the drawin s. hand forged, cold rolled wrought iron in sizes as shown on the drawings. Contractor's responsibility to verify all codes prior to commencing work. 10. Color Conditioned Concrete - 'Ghromix' admixtures for integral colored g concrete by L.M. Scofield Company. 2. Grout all cells below grade solid. 2. Hardware - hinges, latches, bolts, washers, screws, etc., to be heavy duty. H. Utilities 11. Dust-On Color - 'Lithochrome' color hardener b L.M. Scofield Company. 3. Concrete - Glass A concrete minimum 2,000 PSI at 28 days and/or Z Contractor shall be responsible for verifying the location of all underground y p y' 3. Provide minimum 5/4 between steel reinforcing and blocks. 'Por-Rock' as shown on the drawings. O utilities, electric cables, conduits, sprinkler Imes and all utility lines prior to any 12. Surface Retardant - 'Lithotex' top surface retarder as manufactured by H construction. L.M. Scofield Gom an , or '51ko' surface retardant or 'Ru esol' as F. Weepholes 4. Paint - Zinc Chromate primer, 'Rustoleum' finish surface coats or equal. ad p y g I. Open Joint weep holes at 32 O.G. maximum on bottom course of retaining 'Metalizing' or galvanizing or powder coating if shown on the drawings. ct manufactured by Sika Corporation. walls with I cubic foot gravel If shown on drawings or approved drainage �++ I. Removal of Debris and Glean-Up system per Structural Engineer's specifications. B. Fabrication and Installation Contractor shall thoroughly clean and keep free of debris and waste material B. 5ubgrade I. Contractor shall make all measurement for fabrication in field prior to p 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. subgrades prior to pouring of concrete. I. Provide vertical expansion Joints in wall per local code and Structural J. 6enera1 2. Out 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 drawings. Vertical bars to be plumb. The general conditions and any special conditions that Owner may require shall 3. Place sand or aggregate base as shown on the drawings and as specified H. Waterproofing apply with the some force and effect as though written in full herein for all by a Soils Engineer. I. Waterproof all retaining walls below grade with asphalt emulsion, 2 coats. G. Welding construction sections. I. Welding to comply with the requirements of standard code for ARC, and C. Forms I. Gleaning gas welding. 11. SITE EXCAVATION AND ROUGH GRADING I. Use onlyfinished lumber. Set all forms true to grade and position. I. Glean all masonry work, remove all mortar stains. Scope of Work - Provide all labor, materials, tools, equipment, transportation and g p 2. Weld to only clean, rust-free surface. necessary incidentals for the completion of all clearing, stripping, excavating, 2. Moisten all forms prior to pouring of concrete or use approved form 2. Upon completion. of work, remove all mortar droppings, debris, materials and p p 9 pp tools from site. 3. All welds to be continuous and free of cracks, craters and porosity. Tack � backfilting, grading and related work as shown on the drawings, including but not release agents. welds not acceptable. limited to the following: VI. BRICK MASONRY 03 D. Expansion Joints Scope of Work - Provide all labor, materials, tools, equipment, transportation and 4. Grind smooth all exposed welds, match adjoining surfaces. A. Protection of all curbs, walks, walls, structures and other existing work which is I. Place expansion Joints in concrete at intersection of concrete and fixed necessary incidentals for the completion of all brick or stone masonry as shown on J to remain. structures, i.e., garage, walls, base of steps, pool bond beam as indicated on the drawings, including but not limited to the following: 5. Plug all open ends and tops, and weld. V the drawings. D. Painting ¢ O B. Clearing and stripping site of brush, debris and other foreign materials as A. Materials I. Prime all metal work with one coat Zinc Chromate primer. V aD 2. Place control joint in concrete not to exceed a horizontal spacing as e0 outlined in the drawings. specified b a soils engineer. I. Brick or stone conforming to ASTM A-62 grade MA as shown on the drawings. Z 3 N p y 9 2. Paint all metal work with 2 coats 'Rustoleum' in semi-gloss or flat as show 0 O 9 2. Cement - Standard Portland Cement ASTM desi nation C-150, Type 11, ill, or on the drawings. Paint to be 4 mils minimum dry thickness each. 0 J C. Excavation for all foundations and footings to the dimension and depth shown on 3. Place construction Joints in concrete where castin on concrete is to be g yp � the drawin s. Bottoms of excavations shall be smooth and level. All loose g V low alkali single brand throughout. Refer to Soils Engineers report for cc o U g stopped and subsequent casting is to be started. recommendations. 3. Prime and paint per above, all field welds. 0 l material shall be removed therefrom. E. Concrete E. Protection and Cleanup d = 3 Z 3. Sand - Glean, well graded ASTM designation G-144. I. Protect all existing work from point overs ra UJ O D. Subgrades shall be watered and compacted to a relative compaction of C15%. I. Glass A concrete shall contain not less than 5 sacks of cement per cubic yard g p P y Z Ccip 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. 3 cc 8 08 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 Q 0 cV 0 .. uniform and smooth prior to placement of base material. ASTM 0-51. The slump shall not exceed 4". 5. Steel - Reinforced steel for walls to be Grade 40 deformed bars ASTM 3. Upon completion of work, remove all scrap iron, debris, materials and designation A-I65. tools from site. 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 walks, utilities, etc., as outlined on the drawings. Compaction of backftll 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, in acce tance with Engineer's Spec concrete ASTM C-114. 1/2 part lime putty, 3 parts sand, conforming to ASTM 0-270. Omit lime putty p g p if plastic cement s used. F. Concrete Finishing 6. Grading of areas indicated in the drawings including bringing existing grades to I. Broom Finish - Tamp fresh concrete with heavy metal grid. Screed with straight 7. Grout - by volume, freshly prepared, uniformly mixed In ratio I part cement, within 1/10 foot plus or minus. Final design grades as indicated on the drawings. edge to remove all Irregularities. Float to a smooth surface, steel trowel, 3 parts sand or I part cement, 3 parts sand and 2 parts pea gravel. N and edge to an even hard surface. Score as indicated on drawings. Use a Z < yin H. Stockpiling of excavation material or import top soil fill and sand shall be as new manila hemp bristle broom. Brush markings B. La of Brick on slab in uniform fashion as t. I.ay all masonry straight and true to line with brick vertical Joints plumb over Q O OD outlined on the drawings or as approved by Landscape Architect. shown on the drawings. each other. Horizonta-I Joints shall be level. Headers and corner units to show W M. 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 CL I. Glean up and remove all debris and surplus material and remove from site. p y g the drawings. CONTRACTOR QUALIFICATION NOTE: 0) 0 W straight edge to remove all irregularities. Float to a smooth surface, steel W U trowel and edge to on even hard surface. Score as indicated on drawings. C. Reinforcing ALL LANDSCAPE CONTRACTORS SHALL BE CALIFORNIA LICENSED C-27 III. DRAINAGE Hand broadcast rock salt in even distribution and tamp in. Wash off concrete 1. All bars in masonry shall be lapped a minimum of 40 bar diameters. Dowels ALL CONCRETE CONTRACTORS SHALL BE CALIFORNIALICENSED G-8 W with enough pressure to dissolve rock salt after concrete has set. for walls and columns to be same size as Noll reinforcing. Refer to Structural ALL MASONRY CONTRACTORS SHALL BE ALIFONIA LICENSED G-2q Y oD Scope of Work - Provide all labor, materials, tools, equipment, transportation and g p g• J W necessary incidentals for the completion of all drainage systems as shown on the Engineers specifications for all steel sizes and locations. <Co p drawin s, including but not limited to the followin 3. Pea Rock Retarded Finish - Tamp fresh concrete with heavy metal grid. Q) W g g g` Screed with straight edge to remove all irregularities. Float to a smooth D. Gutting of Masonry 2 surface steel trowel and edge to an even hard surface. Apply surface 1. Use masonry saw for brick cuts unless specified otherwise. Bricks cut less = 0 , A. Materials than 1/2 length shall not be used. Stone to be cut with chisel and hammer. _ retardant to finished surface, prior to initial set per manufacturers �j I. Acrylonite Butalene - Styrene (ABS) Schedule 40 drain pipe, perforated or recommendations, L.M. Scofield, using sprayer, providing even distribution. E. 6routinq of Masonry } non-perforated in diameters shown on the drawings. Reveal aggregate by using water jet and coarse fiber brush to remove 1. (5rou core walls solid as shown on the drawings. %NOTE: .CCt G 2. Basins and Drains - High impact plastic Styrene drain basins, catch basins retardant paste from surface, washing thoroughly until surface is clean and 2. a 0)F- V 2 exposure is complete and uniform. Provide minimum of 2-I/2" grout space between double brick walls. Provide with grates, high impact plastic Styrene deck drains, and/or precast concrete minimum 5/4" between steel reinforcing and brick. ALL CONCRETE, MASONRY, WOOD AND STEEL WORK IDENTIFIED SHEET DESCRIPTION drain box and catch basins and cast iron grate in diameters and sizes as 4. Hand Seeded Aggregate Finish - Tamp fresh concrete with heavy metal grid. shown on the drawings. Stainless steel or brass deck drains in hordscope as Screed with straight edge to remove all Irregularities. Float to a smooth H. Waterproof in A5 PART OF THESE PLANS ARE NOT PART OF THE CITY OF I. Waterproof all retainin walls below grade with asphalt emulsion, or other as PALM DESERT'S LANDSCAPE DEPARTMENT'S INSPECTION AND CONSTRUCTION shown on the drawings. surface. Hand seed surface in uniform fashion over entire area keeping stone s stifled b Soils Engineer. g p 1/2 minimum from edges and expansion Joints. Tamp aggregate to a uniform p y g APPROVAL PROCESS. SPECIFICATIONS depth below concrete surface. B. Trenching and Laying Pipe I. Gleaning and Sealing • I. Trenches to pitch a minimum of 1/5" per foot unless otherwise indicated on the 5. Stamped Concrete - Tamp fresh concrete with heavy metal grid. Screed I. Glean all masonry work. Remove all mortar stains. Remove alkali with solution IT 15 THE OWNER'S RESPONSIBILITY TO OBTAIN ANY ADDITIONAL DESKNW SMP drawings. Contractor to verify all invert elevations and trench depth prior to with straight edge to remove all irregularities. Float to a smooth surface. of muriatic acid and water. Apply clear sealer to exposed surfaces if shown excavation. Apply color hardener 'Lithochrome' by L.M. Scofield by the dry shake on the drawings. APPROVALS THAT ARE NECE55ARY FOR WORK THAT IS TO BE DRAWN SMP 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 PERFORMED A5 PART OF THESE PLANS / SPECIFICATIONS CHECKED 2. Bottom of trench shall be smooth and continuous to flow direction. A hollow more shakes and float after each shake. Trowel only after final floating tools from site. UNDER OTHER DEPARTMENT'S JURISDICTION. SMP shall be made to receive bell of pipe so the joint will not bear upon the while concrete is still plastic using imprinting tools to make pattern as DATE subgrade. Adjustments to line and grade shall be made by scraping away or shown on the drawings. Apply color curing compound 'Lithochrome' color VI I. CARPENTRY 10-I'1-13 filling in with backfiil under the base of the pipe and not by wedging or wax by L.M. Scofield Company using roller or sprayer. If 'Bomacron' type Scope of work - Provide all labor, materials, tools, equipment, transportation and )OB NO. 616g74 blockin surface 1s shown on drawings, a release agent must be applied prior to necessary incidentals for completion of all carpentry as shown on the drawings, g' texturing the concrete. Color curing compound may be optional, as Including but not limited to the following: GAD RLE 3. Trench material shall be used for backftll. However, no rocks or lumps indicated on the drawings. A. Materials SHEET NUMBER 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 drawinggs, before handling. Above the Level of initial backftll, the trench may be straight edge to remove all irregularities. Float to a smooth surface, steel straight, 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 checks. Select grade or better where shown on the drawings. cs_i ONST UC.,TION S C., IFIC. ATIOI `tS 6 CW 18SrHEM PLAN SET "C' 10-17-13 I i ® ® A5 19 JiF ® 8 A4 L CORAZ 6.0 A3 WATER LINE SUWA4e h%JRPW t PARTT6t5,INC 1' 1124 -® (►'RIVA7E ON LANDsc�ARCHITECTS ' STREET ) 180E 1' 34-W COAST I-lQ+wAY,SUITE aoo DANA POINT,CALFORNU 92629 - (949)4431M6 FAX(949)4431631 r s : -W _ . .. _ ,. � I _ NDsc I :i M O r : 7z rum ,,. EnEMGI q 4 1 4' Jr Date �P 10-17 ISe li _ I I �`" i I I I 9 2460' I I I 1 I - _SALES TRAIL LOT 85 A 86 _e e =« _ �^ th e _ _ ® I PAD=159.10O BE INST LEQ — ^ o- 1 I FF=159.10 I I PER THE OVERALL e - e ex^_ Gr a �` 0 ® O ® ® ® ® I I a I e' - 1, _., � ,. � V r�'^y. 1 PRODUCTION PLANS � `e I— I I I �I � rPvr"_ i we o P cc k L ® e-^ « e LOT 84 \ ^C `.eC ex ec- w(tte _ TEMPORARY o Y c _ OTa3 I PLAN MODEL SITE I _ V. - _r;_ �er�- ss.� M LOT 82 PLAN 2A PLAN 3B -.I PE:o �......................... _ = PARKING LOT VM HANDICAP PEO FF:O I ` I � - ®' - {... ... 2 w a F !I 3 TRANS- OR. R l_ \ FORMER ❑ 2' 2' _ - - - - SEWER LINE i I PASEO ERTIDO � MAINLINE PROVIDED I Al 5.1 A2 (PRIVATE STREET) FOR FUTURE 0 1° 310E WATER LINE 1' E,e 0 z 0 Gel j RRIGA ION k0kTERIA LE ND SUB-ASSOCIATION LANDSCAPE IRRIGATION ZONE #15 SYMBOL MANUFACT. MODEL NO. / DESCRIPTION gph PSI PATTERN NOTE A: POINT OF CONNECTION # 15 SHALL BE A 1" DOMESTIC WATER METER WITH A 2" TREE BUBBLER SERVICE �' HUNTER PCB-25 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 24" BOX AND SMALLER 25 (0.5) 30 TRICKLE MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY. LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR ACTUAL LOCATION OF MAINLINE AND RELATED EQUIPMENT TO BE WITHIN PLANTER AND TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS PCB-50 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 36" BOX .50 (1.0) TRICKLE A MINIMUM OF 18"OFF ADJACENT HARDSCAPE OR BUILDING AND OTHER OBSTACLES FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE PCB-10 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 48" BOX TREES AND PALMS 1 0 (2.0) UMBRELLA TYP. FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE NOTE B: CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY SIDES OF TREE TYPICAL. CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMODATE ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE POINT TO POINT DRIP VERTICAL OBSTRUCTIONS THAT MAY OCCUR,INCLUDING BUT NOT LIMITED TO LIGHT RESPONSIBILITY OF THE CONTRACTOR. CITY OF PALM DESERT POLES,FIRE HYDRANTS,ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED NO SYMBOL RAIN BIRD XERI BUG XB-10PC-1032, XB-20PC-1032 PRESSURE COMPENSATING DRIP EMITTERS (1.0, 2.0 GALLON PER HOUR) REPRESENTATIVE PRIOR TO STARTING WORK. STATIC WATER PRESSURE 90 PSI SEE PLANT DRIP EMITTER MATRIX BELOW LEFT FOR SIZE AND QUANTITY NOTEC DESIGN WATER PRESSURE 70 PSI WATER CONSERVATION STATEMENT BUUBB E�RS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, MAXIMUM SYSTEM DEMAND 19 GPM Q TORO PROVIDE A FCH-H-FIPT AUTOMATIC FLUSH VALVE AT END OF DRIPLINE 3/4" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH J ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT RESIDUAL WATER PRESSURE 20 PSI VALVE INSIDE A SEPERATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL 18" FROM V THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN THIS LANDSCAPE IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. PAVING. INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. V 8 PACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM. NOTE: NOT SHOWN RAIN BIRD POLYFLEX RISER AND MALE ADAPTER PFR/FRA CONNECTED TO THREADED TEE ON PVC ON BASE AND THREADED Z 3 THE PLANTING DESIGN USES DESERT PLANTS COMPATIBLE WITH LOW WATER ANY CHANGES TO THE APPROVED PLAN MUST BE Maximum Design Meter Flow Rates: USAGE AND THIS DESIGN MEETS THE CITY OF PALM DESERT'S WATER USE SUBMITTED IN WRITING TO THE CITY OF PALM DESERT FOR APPROVAL PRIOR TO OVERALL PRODUCTION SUMMARY : 3/4" = 23gpm (1032) DRIP EMITTER ON TOP 0 0 ��K �e ,,I c INSTALLATION UI E T TOTAL AREA= 36,198 Sq. Ft. (0.83 Acres) 1" = 37gpm p TI A E F PROJECT COMPLETION NOTE: (33 gpm per Planted Acre)x(0.83 Acres) = 33gpm 1-1/2" = 80gpm NO SYMBOL RAIN BIRD ALL CONNECTIONS BETWEEN DRIP TUBING SHALL BE MADE USING "RAIN BIRD EASY FIT" FITTINGS 0 Ir V I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND HAVE APPLIED THEM Meter flow rates for 1" Meter= 24-36gpm 2" = 120gpm 0 d N Project Name: Parcel Map or Tract NO.: ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. 191" DOMESTIC WATER METER WITH 2" SERVICE LINE, INSTALLED BY COACHELLA VALLEY WATER DISTRICT 0J _ 0 Project Location: NOTE: EXISTING LANDSCAPE AREA- N.A.P. NOT A PART. Z CD Q TREES, PLANTS,WALLS,SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND © C.V.W.D. 1" R/P BACKFLOW PREVENTION DEVICE INSTALLED BY COACHELLA VALLEY WATER DISTRICT 3 CN 0 SHALL NOT BE PLANTED, INSTALLED OR BUILT IN CVWD AND USBR EASEMENTS OR 0 CV C) v Maximum Water Allowance: RIGHT-OP-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD. V❑ RAIN BIRD 100-EFB-CP SERIES 1 (In hundred cubic feet) ( ") NORMALLY CLOSED BRASS MASTER VALVE Estimated Total Annual Water Use: NOTE: ❑F DATA INDUSTRIAL BADGER /220P SERIES TEE FLOW SENSOR FOR IRRIGATION HIGH FLOW SHUT-OFF, 1" SIZE PER THE CITY OF PALM DESERT, ALL PIPING TO BE LOCATED (in hundred cubic feet) ADJACENT TO BUILDING / HARDSCAPE, NOT IN THE MIDDLE OF ® WEATHERTRAK ET PR03 SERIES WEATHER BASED AUTOMATIC SPRINKLER CONTROLLER MOUNTED WITHIN A"STRONG BOX" SERIES STAINLESS STEEL PLANTING AREAS DUE TO CONFLICTS WITH PLANTS AND TREES VANDAL RESISTANT ENCLOSURE ASSEMBLY BY HYDROSCAPE PRODUCTS - SIZE AND TYPE NOTED ON DRAWING. Preliminary Project Documentation Submitted: (initials indicates submittal) m 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD 1. Grading design plan N N WATTS B-6080-SS-SH FULL PORT BRONZE VALVE, STAINLESS STEEL BALL, STEM AND HANDLE, 2" SIZE z Z Go Cc2. Landscape design plan RAIN BIRD XCZ-100-PRF-BF 1" DRIP REMOTE CONTROL VALVE KIT WITH MOD.# PRF 1" PRESSURE REGULATING WYE FILTER AS PART OF ASSEMBLY LLI 2 CL IL THE PROJECT APPLICANT SHALL SUBMIT AN IRRIGATION AUDIT REPORT 3. Irrigation design plan RAIN BIRD 1X0-PEB-PRS-D (1" OR 11/2") SERIES PRESSURE REGULATING PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWNEZF-0-9-03 REMOTE W � W• WITH THE CERTIFICATE OF COMPLETION TO THE LOCAL AGENCY THAT CONTROL VALVE. - SIZE INDICATED. 4. Irrigation schedules MAY INCLUDE, BUT NOT BE LIMITED TO, INSPECTION, SYSTEM TUNE-UP, SYSTEM TEST WITH DISTRIBUTION UNIFORMITY, REPORTING RAINBIRD 33-DRC LOCKING QUICK COUPLER WITH RUBBER CAP . Post installation Inspection: (initials indicate completion) OVERSPRAY OR RUN-OFF THAT CAUSES OVERLAND FLOW, AND J ~ W PREPARATION OF AN IRRIGATION SCHEDULE. REFER TO SECTION DRIP SYSTEM NOTES: AS APPROVED PVC PIPE 2" CL. 315 SOLVENT WELD AS MAINLINES 18" BELOW GRADE p A. Plants installed as specified 0.00.040 OTHER PROVISIONS IN THE COACHELLA VALLEY WATER ASPPR D " " "APPROVED PVC PIPE 3/4 - 11/4 CL. 200 AS LATERAL LINES 12 BELOW GRADE DISTRICT ORDINANCE 1302.1 LANDSCAPE AND IRRIGATION SYSTEM INSERT DRIP EMITTERS INTO RISER AS CLOSE AS POSSIBLE TO PLANT MATERIALS.COVER ALL DRIP TUBING COMPLETELY WITH DECOMPOSED — — — — — — — _ * JL O B. Irrigation systems installed as designed DESIGN CRITERIA. GRANITE SPECIFIED ON LANDSCAPE PLANS _ _ _ _ _ _ _ AS APPROVED PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED 0)�— U. = PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. W HOW Comments: CONTRACTOR TO PROVIDE THE QUANTITY OF EMITTERS AND RISERS PLANT / GROUND COVER EMITTER LEGEND BASED ON THE ACTUAL PLANT COUNT AND THE EMITTER LEGEND NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE#14UF AWG DIRECT BURIAL (U.L. APPROVED) O SHOWN BELOW.ANY REFERENCE TO EMITTER QUANTITIES ON THESE CL �. V PLANT WATER TYPE USE # OF EMITTERS/GPH PLANS IS FOR DESIGN USE ONLY.VERIFY THE ACTUAL PLANT NO SYMBOL 3M DBY-6 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS (U.L. APPROVED) QUANTITIES AND SIZES FROM THE LANDSCAPE PLANS PRIOR TO A copy of this certification has been provided to Owner/Developer and District LOW SHRUBS 2 - 2.0 GPH (4.0 GPH) BIDDING OR STARTING WORK. SHEET D IPTI N NO SYMBOL K.B.I. KSC-XXX-S SWING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV WHEN RCV IS LOWER THAN THE SPRINKLERS LOW MODERATE SHRUBS 2 - 5.0 GPH (10.0 GPH) HOA IRRIGATION • Comments: NO SYMBOL K. KC-XXX-S SPRING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV IMMEDIATELY ABOVE FIRST LATERAL LINE TEE. PLAN MODERATE SHRUBS 2 - 7.0 GPH (14.0 GPH) PIPE SIZING CHART .B. . WHEN RCV IS HIGHER THAN THE SPRINKLERS TREES 3 - 10.0 GPH (30.0 GPH) VALVE NUMBER 0 TO 5 GPM 3/4 CL. 200 PVC PIPE It is my opinion that the work outlined above has been completed in substantial DRIP SYSTEM NOTES: 5 TO 10 GPM 1" CL. 200 PVC PIPE D� RH accordance with Coachella Valley Water District and The City of Palm Desert's ALL LATERAL LINES FOR DRIP SYSTEM SHALL BE PVC AS SHOWN IN THE LEGEND. G.P.M. These plans have been revie�ted by the Coachella alley Water District in 10 TO 15 GPM 1-1/4 CL. 200 PVC PIPE - - DRAWN Landscape and Irrigation Guidlines. POLY FLEX TUBING ADAPTER SHALL BE CONNECTED TO THE PVC LATERAL LINES IN „ XX XX HYDRO-ZONE/ IRR. APPLICATION A T E accordance with Water Code Title 7. DiN sion 1.Chapter -Article 10 8. Section MJ LOCATIONS ALONG THE LATERAL LINE ROUTE IN QUANTITIES AND LOCATIONS 15 TO 25 GPM 1-1/2 CL. 200 PVC PIPE R 65597 et seq. requiring efficient landscape and irrigation design in cooperation%Kith CHIECKM REQUIRED BY EACH SHRUB OR GROUNDCOVER. , VALVE SIZE the local governing agency (City or Count-0 "_-\ppro�al of this dravong b\ C\ \D RH Landscape Architect Signature Date License NO. NOTE: staff does not constitute approval to encroach into district and L SBR RiUhts-of-��a. DATE CONTRACTOR SHALL SIZE ALL LATERAL LINES PER O G Trees,plants,walls,and permanent structure of an\ kind ma\ not be planted or 10-1'1-13 CONTRACTOR TO PROVIDE THE QUANTITY OF EMITTERS BASED ON THE ACTUAL PLANT S T R 1 installed in CVWD and LSBR easements or riszht-of-.NaN .Nithout first obtammu an COUNT AND THE EMITTER LEGEND SHOWN ABOVE. ANY REFERENCE TO EMITTER PIPE SIZING CHART, IN INSTANCE SHALL PIPE encroachment permit from CVWD v � NO. G/T1' OF f'ALM 17F5ERT QUANTITIES ON THESE PLANS IS FOR DESIGN USE ONLY. VERIFY THE ACTUAL PLANT SIZE EXCEED DESIGNATED GPM RANGE. blb�i�4 QUANTITIES AND SIZES FROM THE LANDSCAPE PLANS PRIOR TO BIDDING OR ✓G /�tl E : III = I O I DATE WATER N1A NAGE�tE\T DEPART\1ENT CAD � 1N51=EC"r/ON SCHEDULE NOTr STARTING WORK. ✓ l' 1_ SHEET NUMBER REFER TO THE TITLE SHEET FOR THE CITY OF DRIP SYSTEM HAS BEEN DESIGNED TO ACCOMMODATE THE UPSIZING OF EMITTERS TO CVWD PLAN# DE\'FLOP\fE\T SERVICE DEP_-kRT\lE\T PALM DESERT'S INSPECTION SCHEDULE. COMPENSATE FOR FUTURE PLANT GROWTH. MAINTENANCE PERSONNEL SHALL UPGRADE EMITTER SIZES AS REQUIRED TO PROVIDE ADEQUATE WATER FOR HEALTHY � NORTH PLANT GROWTH. O I0, 20' 5 1 OF 18 SHEETS PLAN SET "C" 10-17-13 I I ........................ imp i ® ® ® WATER LINE SUA AAEWh4URPW t PARTNBtS,NC "OR Ot4 An ARCHI[TECTS PRIVATE STREET) 341r�i COASTr SL TE 200 UNNA r%AN 1'G1LiN ORA 42b29 (949)4431446 FAX(449)443.1631 19 77 r — _ NDSC s J O �c G• ' y Signature , : o .. 0 7 31 14 L� Renewal Date Date ' I � j j I '.� lFOFCAL�FG� I / — — c I LEST 'RAIL T ,onese cw'-gs c_ _-e 77- ' ® I I 1 I I I 1 r SALES T _ mac^ Y n see. c s 1 I PAD=159.10a e -1•e ex�Ijs .e e to i o FF=159.10 O — m _ `r I I I ors..m.'S-m _ s V- ` 3 thei -se - I 3/4 a4 m c II be e _ Al 2a 1 I I o c no c .e *_ _ a/4' d4 Al 2 -e . _.,o ed I I cuact ..C n or "'1 et CC, n w e " c \ L —J ' - I � „ro1- c�-ec ex P�- V 'e- ..' LOT 84 m.Cs.c TEMPORARY D er LOT 83 J-r-r e s BSc PLAN 1C �' PLAN 38 FF.0 I I _ VAN K90CW FF:O / L SITE _ _ _ s LOT 82 .. I PLAN 2A PE.O / ® .�...--- ------ � PARKING MODEL .: PEa a ®.. PARKi I m _ m W W . OR R 'm •. ♦ J vC'%_. �® �❑ � � FORMER V i SEWER LINE PASEO ERTIDO (PRIVAT STREET) WATER LINE Ele ❑ Z O n 0 W Oo[ W -mill 9mr-ull IRRIGATION MATERIAL LEGEND SYMBOL MANUFACT. MODEL NO. / DESCRIPTION gph PSI PATTERN TREE BUBBLER y HUNTER PCB-25 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 24" BOX AND SMALLER .25 (0.5) 30 TRICKLE PCB-50 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 36" BOX .50 (1.0) TRICKLE CITY OF PALM DESERT PCB-10 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 48" BOX TREES AND PALMS 1.0 (2.0) UMBRELLA EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE WATER CONSERVATION STATEMENT SIDES oF TREE TYPICAL. POINT TO POINT DRIP J V THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN THIS LANDSCAPE NO SYMBOL RAIN BIRD XERI BUG XB-10PC-1032,XB-20PC-1032 PRESSURE COMPENSATING DRIP EMITTERS(1.0, 2.0 GALLON PER HOUR) PLANT GROUND COVER EMITTER LEGEND PACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM. SEE PLANT DRIP EMITTER MATRIX BELOW LEFT FOR SIZE AND QUANTITY 0 co THE PLANTING DESIGN USES DESERT PLANTS COMPATIBLE WITH LOW WATER Z co / USAGE AND THIS DESIGN MEETS THE CITY OF PALM DESERT'S WATER USE PLANT WATER TYPE USE #OF EMITTERS GPH C4 RE(�UIREMENTS. 0 TORO PROVIDE A FCH-H-FIPT AUTOMATIC FLUSH VALVE AT END OF DRIPLINE 3/4" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH LOW SHRUBS 2 - 2.0 GPH (4.0 GPH) 0 O 0 CERTIFICATE OF PROJECT COMPLETION VALVE INSIDE A SEPERATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL 18" FROM ~ J LOW MODERATE SHRUBS 2 - 5.0 GPH (10.0 GPH) CC o () PAVING. INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. 0 Ir Project Name: Parcel Map or Tract No.: MODERATE SHRUBS 2 - 7.0 GPH (14.0 GPH) d = < Z NOT SHOWN RAIN BIRD POLYFLEX RISER AND MALE ADAPTER PFR/FRA CONNECTED TO THREADED TEE ON PVC ON BASE AND THREADED Project Location: (1032) DRIP EMITTER ON TOP TREES 3 - 10.0 GPH (30.0 GPH) Z Q DRIP SYSTEM NOTES: 3 OD N 0 1p Maximum Water Allowance: ® P.O.C. 3/4" DOMESTIC WATER METER WITH 3/4" SERVICE LINE FOR FUTURE RESIDENCE, EXISTING PER CIVIL DRAWINGS ( not shown) ALL LATERAL LINES FOR DRIP SYSTEM SHALL BE PVC AS SHOWN IN THE LEGEND. O C4 0 " (In hundred cubic feet) STUB OFF WATER SUPPLY LINE FOR IRRIGATION AND PROVIDE A GATE VALVE TO ISOLATE THE SYSTEM. POLY FLEX TUBING ADAPTER SHALL BE CONNECTED TO THE PVC LATERAL LINES IN LOCATIONS ALONG THE LATERAL LINE ROUTE IN QUANTITIES AND LOCATIONS Estimated Total Annual Water Use: ® IRRITROL RAINDIAL RD 600EXT WALL MOUNTED IRRIGATION CONTROLLER, LOCATE IN GARAGE AS AVAILABLE. REQUIRED BY EACH SHRUB OR GROUNDCOVER. IS HOUSE 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD CONTRACTOR TO PROVIDE THE QUANTITY OF EMITTERS BASED ON THE ACTUAL PLANT (in hundred cubic feet) ® IRRITROL CL-W WITH A WIRELESS RAIN SENSOR/TRANSMITTER, MOUNT ON EVE OF RESIDENCE ROOF COUNT AND THE EMITTER LEGEND SHOWN ABOVE. ANY REFERENCE TO EMITTER QUANTITIES ON THESE PLANS IS FOR DESIGN USE ONLY. VERIFY THE ACTUAL PLANT Preliminary Project Documentation Submitted: (initials indicates submittal) NIB T-113 GATE VALVE, LINE SIZE, WITH BRONZE WHEEL HANDLE . QUANTITIES AND SIZES FROM THE LANDSCAPE PLANS PRIOR TO BIDDING OR 1. Grading design plan TORO (LOW FLOW VALVE RANGE .25 - 8.0 GPM) STARTING WORK. N (MED FLOW VALVE RANGE 2.0 - 20.0 GPM) Z 2 oD SEE PLAN FOR VALVE SIZE - DZK-EZF-075-LF ( 3/4"VALVE ) OR DZK-EZF-1-MF ( 1"VALVE ) DRIP SYSTEM HAS BEEN DESIGNED TO ACCOMMODATE THE UPSIZING OF EMITTERS TO cc2. Landscape design plan .COMPENSATE FOR FUTURE PLANT GROWTH MAINTENANCE PERSONNEL SHALL PLASTIC ANTI-SIPHON TYPE CONTROL VALVE, WITH MESH WYE FILTER AND PRESSURE REGULATOR. INSTALL LU � BOTH ON THE DOWNSTREAM SIDE OF EACH DRIP RCV IN A VALVE BOX. UPGRADE EMITTER SIZES AS REQUIRED TO PROVIDE ADEQUATE WATER FOR HEALTHY 0. W 3. Irrigation design plan PLANT GROWTH. W V AS APPROVED PVC PIPE 11/4" SCH. 40 SOLVENT WELD AS MAINLINES 18" BELOW GRADE i U 4. Irrigation schedules AS APPROVED PVC PIPE 3/4" - 11/4" CL. 200 AS LATERAL LINES 12" BELOW GRADE J ti W Post installation Inspection: (initials indicate completion) Co AS APPROVED PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED DRIP SYSTEM NOTES. 3 CD W A. Plants installed as specified PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. M INSERT DRIP EMITTERS INTO RISER AS CLOSE AS POSSIBLE TO PLANT NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) MATERIALS, COVER ALL DRIP TUBING COMPLETELY WITH DECOMPOSED 0)� U. _ B. Irrigation systems installed as designed GRANITE SPECIFIED ON LANDSCAPE PLANS Zt O _J NO SYMBOL 3M DBY-6 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS (U.L. APPROVED) WG Comments: CONTRACTOR TO PROVIDE THE QUANTITY OF EMITTERS AND RISERS o�C NO SYMBOL K.B.I. KSC-XXX-S SWING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV WHEN RCV IS LOWER THAN THE SPRINKLERS BASED ON THE ACTUAL PLANT COUNT AND THE EMITTER LEGEND CL V NO SYMBOL K.B.I. KC-XXX-S SPRING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV IMMEDIATELY ABOVE FIRST LATERAL LINE TEE, SHOWN BELOW. ANY REFERENCE TO EMITTER QUANTITIES ON THESE WHEN RCV IS HIGHER THAN THE SPRINKLERS PLANS IS FOR DESIGN USE ONLY. VERIFY THE ACTUAL PLANT SHEET DMIFMN A copy of this certification has been provided to Owner/Developer and District QUANTITIES AND SIZES FROM THE LANDSCAPE PLANS PRIOR TO REAR YARD Comments: PIPE SIZING CHART VALVE NUMBER BIDDING OR STARTING WORK. IRRIGATION PLAN XX XX G.P.M. 0 TO 5 GPM 3/4" CL. 200 PVC PIPE 5 TO 10 GPM 1" 0 PVC PIPE XX XX HYDRO-ZONE/ IRR. APPLICATION DESIGNED MM CL.CL. 200 PVC PIPE These plans have been reviewed by the Coachella Valle,, Water District in 10 TO 15 GPM 1" It is my opinion that the work outlined above has been completed in substantial accordance with Coachella VALVE SIZE P T E accordance with Water Code Title 7_ Division 1.Chapter 3. Article 10 8, Section DRAWN MM Valley Water District and The City of Palm Desert's Landscape and Irrigation Guidlines. 15 TO 25 GPM 1-1/2" CL. 200 PVC PIPE R 65597 et seq.requiring efficient landscape and irrigation design in cooperation%kith ECK the local governing agenc} (Cite or CountN) "Appro%al of this drawing b) CVWD � � RH NOTE: staff does not constitute approval to encroach into district and L SBR Rights-of-�\a\ CONTRACTOR SHALL SIZE ALL LATERAL LINES PER O Trees,plants,walls,and permanent structure of anv kind ma\ not be planted or DATE Landscape Architect Signature Date License No. S T R installed in CVWD and USBR easements or right-of-wa\ without tint obtaining an 10-I-I-13 PIPE SIZING CHART, IN NO INSTANCE SHALL PIPE - G/77' OF P�tLN/ t��5E1�?T SIZE EXCEED DESIGNATED GPM RANGE. II I encroachment permit from C�"li'D � �' blbq-14 SG�L�: I = I O CAD � /N51'EG7/0N SCHEDULE N07 DATE �L ATER�fA\AGE\lE\T DEPARTMENT SHEET NUMBER REFER TO THE TITLE SHEET FOR THE GIN OF PALM DESERT'S INSPECTION SCHEDULE. cvwD PLAN# DEVELOPMENT SERA-ICE DEP.-1RT�lE\T o' 101 2O� �O� NORTH IP-2 5 OF 15 SHEENS PLAN SET 1101 10-17-13 IRRIGATION NOTES MODEL WATER USE SUMMARY FOR POC #15 1. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION __._--------------------------------------_-------------------------........__---__--_--__,-____--___-----------_-____.-.-,.-.-........._............._________-__________-__---_-_-----------_--_------------------.---------_.._ OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. Landscape sister Use Calculations IRRIGATION RUN TIME SCHEDULE 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES COACHELLA ' ALLEY WATER DISTRICT BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE TYPICAL IRRIGATION CONTROLLER RUN TIMES PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS PLANT TYPE l SPRINKLER TYPE Etta RUN PR RATE iE RUN TIME QUANTITY RUN TIME S vMUR"& PARTNO5,INC SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. PROJECT: Spanish Walk - Es era za 'Days Per Weeic S &S (HOURS) (HOURS) LANDSCAPfARcmnicn Shrub and Ground Coven 34W COAST HK�-WAY,goat:200 Tract##33837 Drip 3 1.� �AriA PoirrT.catrorttrA 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE - U.40 0- (M)443.1446 FAX "31631 BEGINNING WORK. City of Palm Desert,California Trees: 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED Bubbler H 5 9. 0.80 3.00 U 90 011 2 0.23 (MODELCOM LEXIRRI ITIONPLANS-METER##15) �pNDSCgP HEREIN BEFORE BEGINNING WORK. CYCLES PER DAY: ITOTAL NUMBER OF STATIONS: 5 O F Mtupt Project Eto` TOTAL RUN TIME IN HOURS FOR DRIP $BUBBLERS ONLY: 1.2$ ~o�c� 5. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TOTAL RUN TIME IN HOURS: 1.28 �l+"mum m Anneal Water Al to me (MA WA) TO BE INSTALLED WITHIN PLANTING AREAS. w �' (GALLONS TIER YEAR) car: -a THESE SUGGESTED RUN TIMES ARE FOR REFERENCE S�grwttre 6. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THIE PLANS WHEN IT IS WATER CONSERVATION CONCEPT STATEMENT ONLY. ACTUAL RUN TIMES MAY DIFFER DUE TO -3t-t4 OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS VARYING SITE CONDITIONS. CONTRACTOR SHALL # Rene+ral Date Total POINT OF CONNECTION 10-n-1a WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S ADJUST RUN TIMES AS REQUIRED TO PROVIDE U'l Dote �P REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY �TF OF CALtFG�� FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. MWA = (Eto)x( 5)x(T0tal Sq. Ft.)x(0®62)1(748) = 445 CCF Project Site:Spanish Walk Esperanza Tract or Parcel Number: 33837 THE PROJECT APPLICANT SHALL SUBMIT AN IRRIGATION AUDIT REPORT 7. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE Estimated Applied Water Project Location: City of Palm Desert, California WITH THE CERTIFICATE OF COMPLETION TO THE LOCAL AGENCY THAT RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND MAY INCLUDE, BUT NOT BE LIMITED TO, INSPECTION, SYSTEM TUNE-UP. T�ese c-cw INSTALLATION. (GALLONS PER YE Landscape Architect/Irrigation Designer/Contractor: SMP INC. SYSTEM TEST WITH DISTRIBUTION UNIFORMITY, REPORTING °=c-T-:C^Y -Z S=e= " == c OVERSPRAY OR RUN-OFF THAT CAUSES OVERLAND FLOW, AND a-e exc -s .e c c 8. ACTUAL LOCATION FOR THE INSTALLATION OF THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE EWL=((Etox(Plart 1= tox(Iy ozort Ft.)x(t )I 7 ) IE Included in this project submittal package are: (Check to indicate completion) PREPARATION OF AN IRRIGATION SCHEDULE. REFER TO SECTION Irc. FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 0.00.040 OTHER PROVISIONS IN THE COACHELLA VALLEY WATER cc-c^ S^c e -es .-ec the 9. CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE Low WaterLeShrob Planting- se pp DISTRICT ORDINANCE 1302.1 LANDSCAPE AND IRRIGATION SYSTEM ^- ?e_ Ge -. 1. Maximum Annual Applied Water Allowance: «e-e a _: TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. Conventional Landscape: 445 100 cubic feet/year DESIGN CRITERIA. c + Recreational Turfgrass Landscape: 0 100 cubic feet/year(if applicable) ^yet^ ^ e s max 10. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE P ant Factor= 0.2 Sq.Ft.= 2,856 IE= a9 Maximum Annual Applied Water Allowance: 445 100 cubic feet/year perr- ss'e^ ` LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED I U= 49 CCF Sj - e-s TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE 2. Estimated Annual Applied Water Use by Hydrozone: SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. Turfgrass Hydrozones: 0 100 cubic feet/year Mod Water use Shrub Planting; Recreational Turfgrass Landscape: 0 100 cubic feet/year 11. ALL REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL Low Plant Hydrozones: 49 100 cubic feet/year REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL REMOTE Plant Factor,= 0.5 Sq. Ft._ 8,568 IE= Mod Plant Hydrozones: 370 100 cubic feet/year CONTROL VALVES WITHIN 18" OF HARDSCAPE. High Plant Hydrozones: 0 100 cubic feet/year EWU' 370 CCF Water Features: 100 cubic feet/year 12. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS Other Not Applicable 100 cubic feet/year ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS Low Water UseTrLe Plantine: Estimated Annual Total Applied Water Use: 420 100 cubic feet/year INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS 3. EATAWU < MAAWA AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. Pant Factor= 0.2 Sq. Ft._ 0 IE- U.9 ETII= D'C 4. Landscape Design Plan Z 5. Irrigation Design Plan SPANISH WALK- ESPERANZA COMMON AREA PHASE 1 LANDSCAPE IRRIGATION PLANS Mod Water Use Tree Planting: g g H PLANT/ EMITTER SCHEDULE 6. Grading Design Plan �' of EMITTER EMITTER Plant Factor= 0.5 Sq.Ft._ IE= 9 W 7. Soil Chemical Analysis (optional) BOTANICAL NAME COMMON NAME QUANTITY VOLUME EiU_ D CCF Q LOW WATER USE SHRUBS Description of Project: (Briefly describe the planning and design actions that are intended ACALYPHA MONOSTACHYA RASPBERRY FUZZIES 2 1.0 GPH to achieve consevation and efficiency in water use.): MAXIMUM APPLIED WATER ALLOWANCE: 445 CCF Utilization of controller with water budgeting feature. AGAVE AMERICANA CENTURY PLANT 2 1.0 GPH (€n hundr€d cubic feet) Irrigation zones separated by plant material types. ALOE BARBADENSIS ALOE VERA 2 1.0 GPH - ALOE 'BLUE ELF' BLUE ELF ALOE 2 1.0 GPH TOTAL ESTIMATED WATER USE.- 420 CCF Date: Prepared by: DASYLIRON WHEELERI DESERT SPOON 2 1.0 GPH (in hundred cubic feet) ECHINOCATUS GRUSONII GOLDEN BARREL CACTUS 2 1.0 GPH p HESPERALOE PARVIFLORA RED YUCCA 2 1.0 GPH r LARREATRIDENTATA CREASOTE 2 1.0 GPH COMMON AREAS AND MODEL WATER USE SUMMARY FOR POC #15 LAVANDULA ANGUSTIFOLIA LAVENDER 2 1.0 GPH OENOTHERA CAESPITOSA WHITE-TUFTED EVENING PRIMROSE 2 1.0 GPH i PENSTEMONSUPERBUS PENSTEMON 2 1.0 GPH IRRIGATION RUN TIME SCHEDULE W SALVIA CLEVELANDII CLEVELAND SAGE 2 1.0 GPH Lards�aperUse Calculations V STIPA TENUISSIMA MEXICAN FEATHER GRASS 2 1.0 GPH Q YUCCA ELATA SOAP-TREE YUCCA 2 1.0 GPH COAC .. VALLEY WATER DISTRICT TYPICAL IRRIGATION CONTROLLER RUN TIMES � HE L PLANT TYPE I SPRINKLER TYPE Eto AKc PR RATE IE RUN TIME QUANTITY RUN TIME V N YUCCA BACCATA BANANA YUCCA 2 1.0 GPH Z Crays Per Week: 6 9.9 (HOURS) (HOURS) O 0 � ZINNIA GRANDIFLORA PRAIRIE ZINNIA 2 1.0 GPH - ZEPHYRANTHES GRANDIFLORA RAIN LILY 2 1.0 GPH PROJECT: Spanish Walk - Espera za Shrub and Ground Covers: � J � Tract##33837 Drip 9.90 T40 0.49 0.90 0.36 6 2.10 LOW/ MOD WATER USE SHRUBS O City of PalmPalmDesert,Califarrtia < < N Trees: _ Z AGAVE GEMINIFLORA TWIN FLOWER AGAVE 2 1.0 GPH Bubbler Heads 9 90 0.80 3.00 0.90 0.11 9 1.03 °� AGAVE DESMETTIANA AGAVE 2 1.0 GPH (PROPOSED AREA SERVICED FROM POC#15) CYCLES PER DAY: 1 TOTAL NUMBER OF STATIONS: 15 Z LEUCOPHYLLUM CANDIDUM SAGE 2 1.0 GPH ProjectEto: 93.91TOTAL RUNTIME IN HOURS FOR DRIP &BUBBLERS ONLY: 3.12 3 M O LEUCOPHYLLUM FRUTESCENS TEXAS RANGER 2 1.0 GPH TOTAL RUN TIME IN HOURS: 3.12 N Z.) Maximum Annual Mter Allo nce (M=1WA) MODERATE WATER USE SHRUBS (GALLONS PER YEAR) THESE SUGGESTED RUN TIMES ARE FOR REFERENCE WATER CONSERVATION CONCEPT STATEMENT ONLY. ACTUAL RUN TIMES MAY DIFFER DUE TO BOUGAINVILLEA"RASPBERRY ICE" BOUGAINVILLEA 2 2.0 GPH VARYING SITE CONDITIONS. CONTRACTOR SHALL CALLISTEMON VIMINALIS TITTLE JOHN' DWARF WEEPING BOTTLE BRUSH 2 2.0 GPH Total So.Ft, 35,1.E POINT OF CONNECTION ADJUST RUN TIMES AS REQUIRED TO PROVIDE CAESALPINIA PULCHERRIMA ROCK ROSE 2 2.0 GPH CISTUS PURPUREUS LAUREL LEAF SNAIL SEED 2 2.0 GPH MWA = (Etox(0.5)x(Ttrtal Sq. Ft.,x(Bta2j (74 ) = 1 CCF Project Site:Spanish Walk Esperanza Ph 1-3 Tractor Parcel Number: 33837 DODONAEA VISCOSA HOPSEED BUSH 2 2.0 GPH THE PROJECT APPLICANT SHALL SUBMIT AN IRRIGATION AUDIT REPORT N LANTANA MONTEVIDENSIS PURPLE TRAILING LANTANA 2 2.0 GPH Estimated Applied Water Use - Project Location: City of Palm Desert, California WITH THE CERTIFICATE OF COMPLETION TO THE LOCAL AGENCY THAT < Z ap LANTANA CAMARAVARS. 'NEW GOLD' NEW GOLD LANTANA 2 2.0 GPH d MAY INCLUDE, BUT NOT BE LIMITED TO, INSPECTION. SYSTEM TUNE-UP. cc Ir LIRIOPE SPECIES TURF LILY 2 2.0 GPH (GAILLONS PER YEAR Landscape Architect/Irrigation Designer/Contractor: SMP INC. SYSTEM TEST WITH DISTRIBUTION UNIFORMITY, REPORTING a 2 MYRTUS COMMUNIS "COMPACTA' TRUE MYRTLE 2 2.0 GPH OVERSPRAY OR RUN-OFF THAT CAUSES OVERLAND FLOW. AND ROSMARINUS OFFICINALIS ROSEMARY 2 2.0 GPH Included in this project submittal package are: (Check to indicate completion) PREPARATION OF AN IRRIGATION SCHEDULE. REFER TO SECTION UJ U EWt# (Eto#xaPlant Factor) S€1' Ft.)x(tts2) (74IIE 0.00.040 OTHER PROVISIONS IN THE COACHELLA VALLEY WATER RUSSELIA EQUISETIFORMIS CORAL FOUNTAIN 2 2.0 GPH DISTRICT ORDINANCE 1302.1 LANDSCAPE AND IRRIGATION SYSTEM SALVIA GREGGII 'SIERRA LINDA" RED SALVIA 2 2.0 GPH 1. Maximum Annual Applied Water Allowance: Y ti Lovv`water Use'Shrub Planting: DESIGN CRITERIA. Conventional Landscape: 1409 100 cubic feet/year ---- ___--- --------- Plant Facttot = U.2: Ft._ 73 IE= 0.9 Maximum Annual Applied ed Water Allowance: 1409 cubic fee(t/yeaplicabl ) + Recreational T Landscape: 0 e co- --- --- ---- ter All � WATER PRESSURE CALCULATIONS _ CL VATER METER NUMBER 15 0,1ATER t-AETER:SIZE 1" �= CCF � 2. Estimated Annual Applied Water Use by Hydrozone: F- M. ,HYDRAIJLI�.GRADE LINE(FT) NIA. WATER METER ELEVATION (FT) VA J `vAl1C�11 DIFFEP.EN�E (FT) tJ1A Turfgrass Hydrozones: 0 100 cubic feet/year �u Z C� O W ELE STATIC PRESSURE (PSI) : gJ �Q � Mod Water Use Shrub Planting Recreational Turfgrass Landscape: 0 100 cubic feet/year Q, REMOTE CONTP'OL VALVE 4 .A�l0 REMOTE CONTROL VALVE Sim O 1" OC Low Plant Hydrozones: 339 100 cubic feet/yeara V R C V. CEMr`AND(GPhA) 19 TOTAL DEMAND(GPM) 19 Mod Plant Hydrozones: 712 100 cubic feet/year Hh=HEST HEAD SERVED LD(FT) r4A, STATIC PRESSURE AT HIGHEST HEAL, N A Plant Factor= 0.5 Sq.Ft.= 15,01t0 IE_ .9 High Plant Hydrozones: 0 100 cubic feet/year --- HEFT D RI N SIZE DESCRIPTION FL�OO-, # PSII LOSS _ Ertl= C49 CCF Water Features: 100 cubic feet/year 2" SERVICE LINE(5-0 FT OF T`PE K COPPER) 10 1 0 2 PSI HOA IRRIGATION Other Not Applicable 100 cubic feet/year 1" "UVATER 1,0ETER(DISC 7 PE) 19 2 2 0 PSI Estimated Annual Total Applied Water Use: 1056 CALCS 1" BACKFLOVV PREVENTER (RIP TYPE) 19 3 130 PSI Lovi Water Use Tree Planting: pp 100 cubic feet/year 1" FILTRATION (UV'v E FILTER) Ig a n 6 PSI 3, EATAWU < MAAWA NIA. PRE SURE REGULATOR(VVIL1°INS BRA) fJ'r" 5 N/A PSI 1" BFD ASSEMPLY PIPING (BRASS'tNi 4 ELL-S) 19 U 7.6 PSI Plant Factor= 0.2 S€1.Ft._ ;2,281 IE= 0.9 DESIC,T1M RH 1" MASTER CONTROL VALVE 19 7 21 PSI EV4U_ � 4. Landscape Design Plan These plans have been reviewed by the Coachella Valley Water District in 1" FLOb.t SENSOR 19 3 1.0 PSI - - A T E accordance with Water Code Title 7_ Division 1.Chapter 3-Article 1 U 8. Section MJ ?" ISOLATION VALVES (BALL Tr'PE) 1 9 1.0 PSI 5. Irrigation Design Plan � R 65597 et seq. requiring efficient landscape and irrigation design in cooperation x%ith 2" 500 FEET OF MAINLINE, CC 315 PVC- 19 10 1.8 PSI f �® RH Mott eater Use Tree I3lantln : the local governing agenc} (Cin or Counn 1 "Approval of this dray inu by CVN. D PJIA, FEET MAINLINE f J?A 11 hJ1A, PSI 6. Grading Design Plan staff does not constitute approval to encroach into district and L SBR Rights-of-Wax 90 DEGF;EE ELEtOVVS 19 12 0 4 PSI I r DATE ' - - O � Trees, ]ants,walls,and permanent structure of any kind may not be planted or 1" RENICTE CONTROL VALVE 19 13 6. G p p IO-i1-13 P:�I Plar t Factor= fl ,Ft,= 1,549 IE_ {}, S T R t installed in CVWD and C SBR easements or right-of-�vav��ithout first obtaining an q 7. Soil Chemical Analysis (optional) 1Uro LATERAL LINE LOSS L_ 1 J 0 PSI EWU� encroachment permit from C\"vN'D �' bI bQ-T4 G/TY D P�tLM 17�S�RT 20% FITTING LOSS (IPd ACCITIiOiN TO ELB0''fUS HOB+N) 13 15 04 PSI NIA. ELEVATION CHANGE (P O.0 TO HIGHEST HEAD,) NfP, 115, NJA P CAD RLE Description of Project: (Briefly describe the planning and design actions that are intended DATE WATER MANAGEMENT DEP-ARTMENT INSPECTION SCHEDULE N07E TOTAL YSTE1�1 PRESSURE LOSS (SUP�t OF 41 THRU 916) 17 395 psi to achieve consevation and efficiency in water use.): SHEET NUMBER PRESSURE REOUIRED AT HEAD 19 30 0 PSI REFER TO THE TITLE SHEET FOR. MAXIIMUM APPLIED WATERALLOI,ALLOWANCE! 1 CCF Utilization of controller with water budgeting feature. THE GIN OF TOTAL PRES,•_�rIRE REi:�uIRED(SUh�I OF#17 riPJD#18) __ ____ 1�J sa 6 P=�i - - - Irrigation zones separated b � DEVELOPMENT'\ PALM DE5ERT'5 INSPECTION 5CHEDDULE. ISTATIC+,r ATER PRESSURE {FRi Pv1 A.BO''lE) 20 ��Ci O PS: (in hundred cubic feet) 9 p y plant material types. CvwD PLAN# DE FLOP- fE_ T SERVICE DEP-ART\1E_ T RES!DIJAL PRE -SURE(SUBTRACT 419 FR(__W#20) 21 205 PSI TOTAL ESTIMATED WATER USE.,, 1# 1CM1 SET PR"V OP by C.V AT(420 PLUS 10 PSI) 22 WA PSiDate: Prepared by: PRESSURE B,:iOST, IF REC�UIRED(=ET TCj AC:HIE`,/E 3f)PSI RE'31E IA.L1 1 231WA PS.I (in hundred cubic feet) Cl OF 15 SHEETS PLAN SET "C" 10-17-13 IRRIGATION NOTES _ -----_ -__-_ .. _ _ 1. ALL LOCAL MUNICIPAL AND STATE LAWS RULES AND REGULATIONS G LandS� Water Calculations Landscape WaterUse Calculations , GOVERNING OR RELATING TO ANY PORTION I� _ Landscape Water Use Calculations OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR CDACHEL A 1tA LE1 ' LATER DISTRICT COACHELLA VALLEY WATER DISTRICT PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. - - COACHELLA VALLEY WATER DISTRICT 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES - PRoiEcr - PRO�IE�T: �p�an��I�Walk E�p�r�r�al LOT#�� _ Spanish Walk Es�er2lr�za LOT#83 PROJECT: Spanish 'W�Ik- E� er��xa LOT#84 BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE - ` t PARTAQS,NC t3 PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS Trac � 837 Tract#33837 LANDSCAPE ARC f KMTract#33937 34W COAST WNWAY,SUM Zoo SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. C'ityof Palm. Desert,California City of Palm Desert, California DMA Pour,CALFORW 926B City of Pal rrt Desert,Cal€f orn is (90)44.3-s* FAX")+43-16M 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. NDSC Project Eto. 93.9 Project Eto: 93.9 Project Et+�: 93,9 � \,P APE, 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED Qk. �. Murphy q'P HEREIN BEFORE BEGINNING WORK. Maxi CllurnA[3CtU �rAllo t1 (M.A��A) Maximum, n Water Allowance ( A) i `ry G: 4, c (GALLONSPER YEAR) (GALLONS PE1 ' EAR) Maximum Annual £r Allowance (MAWA) i? C (GALLONS PER YEAR) UJ - 5. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS o `TO BE INSTALLED WITHIN PLANTING AREAS. Total Sq. Ft. = 877 Total Sq.Ft.= 772 7-31-14 Total Sq.Ft.= 975 Rene" Dote 6. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS 10-11-13 s OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS 2 MWA = Eto x C.5 x Total S .Ft. x tt.62: 748- - 30 CCF � Dote �P 1�A (Eto)xt3.��{Total�q. Ft.)x�fl.62)/(748) 34 CCF � ) �_ � � � � � ).�� ) __ � = ql � IWA (Et )x(fl5)�t(Total . Ft.)x(fl 62)/(748) CCF WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S FOF CAUFU� REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY - FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. Estimate d Applied Water Used Estimated Applied Water Used Estimated Applied >;Sr Used (GALLONS-PER YEAR) (GALLONS PER`SEAR) (GALLONS PER YEAR) `-ese cw �cs c� i --.e 7. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND - -- - cccc-cc^Orq spec f_c-c� .... .... r..a ,..F EWU Etc3 x(Plant Factor x drozone S . Ft. x 0.62 748 1E EM=((Eto)x(P)ant Factor)x(Hydrozone.Sq.Ft,)x(0,62)/(748))/IE e eX_ �s INSTALLATION. ) ) � ) )) EWU=((Eto)x(Plant Factor)x(Hydrozone Sq. Ft.)x(O.62)/(748))/IE c^c -e use c zut - 8. ACTUAL LOCATION FOR THE INSTALLATION OF THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE Low Water Use S�trub Plant€ng; _ e __ tt_ LorWaterlfseSl�€uF Plantlns=: LcswWaterUs2Si rulPlantirl = ., � .. s-e � n��r -ney FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. _ _ 9. CONTRACTOR I T PR = Plant Factor= 0. S , Ft.= 5 IE= 0.9 T „h,- S O PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE Plant Factor fl.2 Sq.Ft. iE CP>9 Q e_ ...., .,e .. pc -, s _ _ _ PLantFacttor= [L2 Sq, = 4- IE= fl.9 TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. -c- -ec exCe_- w -en EWU= 9 CCF EWU= 9 CCF EWII= 7 CCF ce _ ss�cn `rcr- 10. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE - LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED Mod Water Use Shrub Planting: Mod Water Use Shrub Planting: Mod Water Use Shrub Planting- TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. Punt Favor= fl Ft 377 H = O Plant Factor= fl.5 Sq.Ft.= 272 IE fl.9 9 Plant Fatter= 0.5 Sq.Ft. = 575 iE= fl 9 11. ALL REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL EWU= 16 CCF EWU= 12,CCF EWU= 25 CCF REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL REMOTE CONTROL VALVES WITHIN 18" OF HARDSCAPE. Low Water Use Tree Planting; Low Water Use Tree Planting. Low Water Use Tree Planting; _ 12. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS Plant Factor 0.2 Sq.Ft. L} IE= fl.9 Plant Factor 0.2 5q,Ft. = 0 IE= a9 _ _ I _ Plant Factor= 0.2 Sq. Ft.- fl E= 0.9 INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF EWU= 0 CCF EWU= 0 CCF EWU= 0 CCF i PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. Z Mod Water Use Tree Planting: Mod Water Use Tree Planting; Mod Water Use Tree Planting; 0 Plant Factor O.5 S Ft, 0 IE= 0.9 Plant Factor= 0.5 S Ft, = 0 IE= 0.9 q, q• Plant Factor= 0.5 Sq,Ft.=ifl IE= 0.9 � EWU= D+CCF EWU-= 0 CCF EWU= 0 CCF MAXIMUM APPLIED WATER LLOW ONCE: 34 CCF MAXIMUM U APPLIED WATER ALLOWANCE- CCFMAXIMUM APPLIED WATER ALLOWANCE: 38 CCF (in Hundred cublefeet) (i€1 hundred rubicfei2!t) (in Hundred cuibicfeet) - - TOTAL ESTIMATED WATER USE: 25 CCF TOTAL ESTIMATED WATER USE: 20 CCF TOTAL ESTIMATED WATER USE: 32 CCF (in hundred cubicfeet) (in hundrea'cubicfeet) (in Hundred cu bicfeet) • ------------------------------------------------------------ ..___..-_____-________________________--------_--------_ -----_.___.._._-------_ ------------------- .._ ----_ _.___.. WATER CONSERVATION CONCEPT STATEMENT WATER CONSERVATION CONCEPT STATEMENT WATER CONSERVATION CONCEPT STATEMENT WATER PRESSURE CALCULATIONS, POINT OF CONNECTION WATER METERNUMBER TYP'. WATER METER SIZE 1>` POINT OF CONNECTION POINT OF CONNECTION HYDRAULIC GRADE LINE (FT) NIA WATER METER ELEVATION (FT NIA J ELEVATION DIFFERENCE F ILIA MIN, REQ, STATIC PRESSURE PSI Project Site:Spanish Walk Esperanza Tract or Parcel Number: 33837 Lot#82 1 p Tract or Parcel Number: Project Site:Spanish Walk Esperanza Tract or Parcel Number:33837 Lot#84 ( T) (PSI) Project Site:Spanish Walk Es eranza 33837 Lot#83 ¢ C REMOTE CONTROL VALVE # A4 REMOTE CONTROL-VALVE SIZE 1'' Project Location: City of Palm Desert, California C) co 1 Y Project Location: City of Palm Desert, California Project Location: City of Palm Desert, California RC,V, DEMAND GPM 5 TOTAL DEMAND(GPM) 5 j Y Z � C4 HIGHEST HEAD SERVED(FT) NIA STATIC PRESSURE AT HIGHEST HEAD NIA Landscape Architect/Irrigation Designer/Contractor: SMP INC. A p Landscape Architect/Irrigation Designer/ Contractor: SMP INC. Landscape Architect/Irrigation Designer/Contractor: SMP INC. 0 0 S17F DESCRIPTION FLOW # PSI LOSS � J .44 2' SERRVICE. LINE 20 FT TYPE:K COPPER) 1fl 1 1.8- PSI Included in this project submittal package are: Check to indicate completion) � ( � p 1 p 9 ( P ) Included in this project submittal package are: (Check to indicate completion) Included in this project submittal package are: (Check to indicate completion) � Tt WATER.METER DISC TYPE) 1.0 Z fl_Z PSI 0 < N NfA BACKFLOW PREVENTER(R/P TYPE) WA 3 NIA PSI d 3: 3 Z N ¢ , 1. Maximum Annual Applied Water Allowance: 1. Maximum Annual Applied Water Allowance: 1. Maximum Annual Applied Water Allowance: W 0 WA FILTRATION �J�tl`E FILTER) Id,A 4 N/A PSI Conventional Landsca e: 34 100 cubic feet/year pp Z � � Q � n p Y Conventional Landscape: 30 100 cubic feet/year Conventional Landscape: 38 100 cubic feet/year 3 N 0 3 4' PRESSURE REGULATOR 1L lNS BR4) 113 �r 6,0 PSI + Recreational Turfgrass Landscape: 0 100 cubic feet/year(if applicable) + Recreational Turfgrass Landscape: 0 100 cubic feet/year €f applicable) + NIA gFDASSE'MBL' PIPING (BRASS '"u',f #ELL ' f1 A 6 I«1/A PSI 9 P Y ( pp ) Recreational Turfgrass Landscape: 0 100 cubic feet/year(if applicable) 0 C4 0 Maximum Annual Applied Water Allowance: 34 100 cubic feet/year Maximum Annual Applied Water Allowance: 30 100 cubic feet/year Maximum Annual Applied Water Allowance: 38 100 cubic feet/year N/A MASTER CCMTROL VALVE NIA 7 NIA PSI NIA FLO')IV SENSOR NIA 8 NIA PSI 2. Estimated Annual Applied Water Use by Hydrozone: 2. Estimated Annual Applied Water Use by Hydrozone: 2. Estimated Annual Applied Water Use by Hydrozone: 1114 ISOLATION VALVES (BALL TYPE) 10 9 1,0 PSI Turfgrass Hydrozones: 0 100 cubic feet/year Turfgrass Hydrozones: 0 100 cubic feet/year Turfgrass Hydrozones: 0 100 cubic feet/year 1114° 1130 FEET OF MAINLINE: SCH AO PVC 10 10 1.3 PSI Recreational Turfgrass Landscape: 0 100 cubic feet/year Recreational Turfgrass Landscape: 0 100 cubic feet/year Recreational Turfgrass Landscape: 0 100 cubic feet/year WA FEET OF MAI NUN E N/A 11 NIA PSI Low Plant Hydrozones: 9 100 cubic feet/year Low Plant Hydrozones: 9 100 cubic feet/year Low Plant Hydrozones: 7 100 cubic feet/year 1114" 2 -90 DEGREE ELBOWS 10 12 0_2 PSI Mod Plant Hydrozones: 16 100 cubic feet/year Mod Plant Hydrozones: 12 100 cubic feet/year Mod Plant Hydrozones: 25 _ 100 cubic feet/year Ill REMOTECONTROL VALVE 10 13 39 PSI High Plant Hydrozones: 0 100 cubic feet/year High Plant Hydrozones: 0 100 cubic feet/year High Plant Hydrozones: 0 100 cubic feet/year 10% LATERAL TINE LOSS 10 14 30 PSl Water Features: 100 cubic feet/year Water Features: 100 cubic feet/year � 2t3% FITTING LOSS N ADDITION TO ELBOWS SHOWN 1fl 15 0-3 PSI Other Not Applicable 100 cubic feet/year y Water Features: 100 cubic feet/year Z (€ � ppOther Not Applicable 100 cubic feet/year Other Not Applicable 100 cubic feet/year Z :5 WA I ELEVA11ON CHANGE .O.C. TO HIGHEST HEAD` I N,;A 1 161 WA IPS1 Estimated Annual Total Applied Water Use: 25 100 cubic feet/year Estimated Annual Total Applied Water Use: 20 100 cubic feet/year Z Pp Y Estimated Annual Total Applied Water Use: 32 100 cubic feeUyearIx TOTAL SYSTEM PRESSURE LOSS SUM OF#1 THRU #16° fi? I 7 PSI O 3. EATAWU < MAAWA 3. EATAWU < MAAWA 3. EATAWU < MAAWA UJ W PRESSURE REQUIRED AT HEAD 18 .fl PS€ a TOTAL PRESSURE REQUIRED(SUM OF#17AND#18) 19 47.7 PSI 4. Landscape Design Plan 4. Landscape Design Plan W V W MINIMUM REQUIRED STATIC 10,1ATER PRESSURE (FROM ABOVE" 20 ,0 PS€ p g 4. Landscape Design Plan i RESIDUAL PRESSURE (SUBTRACT#19 FRC+M ') 2"I 12-3 1PS1 5. Irrigation Design Plan 5. Irrigation Design Plan 5. Irrigation Design Plan J THESE SUGGESTED RUN TIMES ARE FOR REFERENCE 6. W Grading Design Plan 6. Grading Design Plan �� ONLY. ACTUAL RUN TIMES MAY DIFFER DUE TO g g 6. Grading Design Plan 0 00 VARYING SITE CONDITIONS. CONTRACTOR SHALL 7. Soil Chemical Analysis (optional) 7. Soil Chemical Analysis (optional) 7. Soil Chemical Analysis (optional) =* ADJUST RUN TIMES AS REQUIRED TO PROVIDE Y ( p ) IL O U. _ Description of Project: (Briefly describe the planning and design actions that are intended Descri tion of Pro ect: Briefl describe the tannin and desi n actions that are intended W Z V O W IRRIGATION RUN TIME SCHEDULE p 1 ( Y p g g Description of Project: (Briefly describe the planning and design actions that are intended o to achieve consevation and efficiency in water use.): to achieve consevation and efficient in water use. : ad Y ) to achieve consevation and efficiency in water use.): ad a � O Utilization of controller with water budgeting feature. Utilization of controller with water budgeting feature. Utilization of controller with water budgeting feature. a V TYPICAL IRRIGATION CONTROLLER RUN TIMES Irrigation zones separated by plant material types. Irrigation zones separated by plant material types. Irrigation zones separated by plant material types. PLANT TYPE I SPRINKLER TYPE Eto AKc PR RATE IE RUN TIME QUANTITY RUN TIME SHEET DESCRIPT10N 98 S Per Week: 6 9.9 HOURS HOURS Date: Prepared by: Date: Prepared b Y (HOURS) f �_ p Y Date: Prepared by: REAR YARD Shrub and Ground Covers, IRRIGATION CALCS Dhp 9.90 0.40 0,49 0.90 0,35 3 1.05 Trees: _ Etul;i3€er Heaciv 9.90 0>80 3.00 0.90 ', 0.11 2 0.23 DESKNM MM CYCLES PER DAY: 1 TOTAL >AI[1I1�1BI_R OF STATIONS: 5 These plans have been reviewed b} the Coachella Valle} Water District in _ _ DRAWN MJ ' TOTAL RUN TIME IN HOURS FOR DRIP $BUBBLERS ONLY: 1.28 p T E accordance with Water Code Title 7. DiNision 1.Chapter 3,Article 10 8, Section R 65597 et seq. requiring efficient landscape and irrigation design in cooperation%%ith TOTAL RUN TIME IN HOURS: 118 the local governing agent} (Cit} or Count) "Appro-al of this drax%ing bN C\NN D CHECM RH staff does not constitute approval to encroach into district and L SBR Rights-of-l\a� THE PROJECT APPLICANT SHALL SUBMIT AN IRRIGATION AUDIT REPORT O S T R , G Trees,plants,walls,and permanent structure of anN kind maN not be planted or DATE 10-i-7_13 installed in CVWD and CSBR easements or right-of-v%av N.ithout first obtaining an WITH THE CERTIFICATE OF COMPLETION TO THE LOCAL AGENCY THAT encroachment permit from C\AVD )06 NO. b 1bdi74 G/TY OF PALM 17F5ER7 MAY INCLUDE, BUT NOT BE LIMITED TO, INSPECTION, SYSTEM TUNE-UP, CAD ALE INSP�GT/ON SGH I7UL NOTE SYSTEM TEST WITH DISTRIBUTION UNIFORMITY, REPORTING DATE WATER\IA\AGENtENT DEPARTMENT OVERSPRAY OR RUN-OFF THAT CAUSES OVERLAND FLOW, AND SHEET NUMBER REFER TO THE TITLE SHEET FOR THE CITY OF PREPARATION OF AN IRRIGATION SCHEDULE. REFER TO SECTION PALM DE5ERT'5 INSPECTION SCHEDULE. 0.00,040 OTHER PROVISIONS IN THE COACHELLA VALLEY WATER CVWD PLAN# DEVELOPMENT SERVICE DEPARTME\T DISTRICT ORDINANCE 1302.1 LANDSCAPE AND IRRIGATION SYSTEM IC�2 DESIGN CRITERIA. 00 OF 18 SHEETS PLAN SET "C" 10-17-13 FINISHED GRADE IN TURF AREAS CONTROLLER, SEE LEGEND PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN PRESSURE SUPPLY LINE TO HOUSE FOR SPECIFICATION. COVER, USE STAINLESS BOLT, NUT,AND WASHER. PRESSURE SUPPLY LINE TO BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE IRRIGATION SYSTEM o EDGE. HEAT BRAND"BV"ONTO LID. TEE FITTING INSTALLED BY PLUMBER BALL VALVE, SEE LEGEND FOR SPECIFICATION 120 VOLT POWER SUPPLY IN J-BOX, BY OTHERS FINISHED GRADE IN SHRUB AREAS III—III—I —I I I—I I I- 4"MIN. =1 I III. e _ _ _ :III=1 11= _ — stx&wtety►NtJtP►n t PNtTT6t5,rrc I I I I 1 I 200 I I II : O _WW C � � RIGID ELECTRICAL CONDUIT 1" DANACParrT,C4FORNIA 92629 (949)44}1416 FAX(949)44}163-I F�W " PRESSURE SUPPLY LINE 4" 2"MI DEPTH AS PER SPECS. o,� °,po o• PVC MALE ADAPTER BALL VALVE o 5,NDSC,4PF BRICK SUPPORTS VALVE BOX LOW VOLTAGE WIRE IN RIGID PVC ��G�• Murphy q,Q0 CONDUIT(W) PVC ELECTRICAL SWEEP SCH. 80 PVC NIPPLE TPY. BRASS NIPP TO EXTERIOR BUILDING LE LANDSCAPE FABRIC SCH. 80 PVC UNION ,., WALL THROUGH J-BOX Signature IRRIGATION MAINLINE, •'� '' "' e'' - .,. ,-- BUILDING FLOOR BY OTHERS 7- I Date 3/4" ROCK, 2 CUBIC FT. SEE SPECS. enewal D SECTION VIEW-N.T.S. SECTION VIEW-N.T.S. * 10-11-IS NOTE: PVC MALE ADAPTER TYP. NOTE: JT Dote �P BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE PRESSURE SUPPLY LINE INSTALL ENCLOSURE AS INDICATED BY CITY STAFF &MANUFACTURER'S F OF'CALIF INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX. FROM METER RECOMMENDATION. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE IPRESSURE REGULATOR IF REQUIRED ROUTE WIRES AND SLEEVE THROUGH WALL AS PER LANDSCAPE ARCHITECT'S INSTALLATION AT MAIN LINE DEPTH. ) RECOMMENDATION. ca PLAN VIEW-N.T.S. These . - � c ... = - ac -y ^,c s^;.s ec __._^s a-e -he exzljs :e A BALL VALVE B PRIVATE LOT POC C CONTROLLER '^` a the'"_ s cll be re . o•cina -e _ k^ _ .^e, We•e - ROOT BALL OF SHRUB ccct PLACE EMITTERS AT EDGE cn Cr p�b,cc-c'nethcc. 'n b^c e c „_ .s OF ROOTBALL ON OPPOSITE crch-ct-ec eXcec' c, SIDES OF SHRUB.ADJUST' FOR SHRUBS USE ONLY: perm ss-o ` -CIS-- , PER ROOTBALL SIZE PC-XX-1032 PC MODULES Sj-r-re-s :' _. TYPICAL. SERIES(5.0,7.0 PER PC MODULES SERIES WITH OUTLET),INSTALL WITH PC DIFFUSER CAP EMITTER MODEL PFR/FRA, PRE-ASSEMBLED MAINLINE, SEE LEGEND POLYFLEX RISER ADAPTER. FOR TYPE. FOR TREES USE ONLY: 4" MODEL PFR/FRA, 'PC-24-1032, PC MODULES PRE-ASSEMBLED POLYFLEX DRIP EMITTER CONTROL DRIP LATERAL-PVC SCH SERIES(24.0 GPH PER RISER ADAPTER VALVE ASSEMBLY, SEE 40 PIPE. OUTLET), INSTALL WITH LEGEND FOR TYPE. SHRUB EMITTER DETAIL PVC LATERAL LINE PIPE,SEE MODEL A, FINISHED GRADE (TYPICAL), SEE DETAIL ON SPECIFICATIONS FOR TYPE PLAN VIEW-N.T.S. PRE-ASSEEMBLMBL ED THIS SHEET 1 AND DEPTH REQUIREMENTS POLYFLEX RISER ADAPTER. i NOTE _I—III—III—I III—III— BACKBONE LATERAL- PROVIDE EMITTERS QUANTITIES AS PVC SCH 40 PIPE. —III=III—III I—I�I—I�I I INDICATED BELOW(SEE IRRIGATION MATERIAL _ _ _ LEGEND-SHEET L2.1) —� I I—III—� I I—� I I—I FLUSH VALVE. SEE Z I SHRUB DETAIL ON THIS SHEET 0 2(5.0 GPH)EMITTERS, PER"LOW"WATER USE SHRUBS V1 I 2(7.0 GPH)EMITTERS, PER"LOW-MODERATE" — — — F AND"MODERATE"WATER USE SHRUBS PVC SCH 40 TEE OR ELL--,,,", PVC LATERAL LINE W TREE 2(PCB.25 GPM)BUBBLERS, PER TREE LANDSCAPE ARCHITECTS FEELS THAT BASING THE NUMBER OF EMITTERS ON PLANT SIZE AT THE TIME OF 0 jq<1<1<1<I INSTALLATION ENSURES THAT THE PLANT'S ROOTS WILL RECEIVE ADEQUATE WATER DURING THEIR INITIAL ESTABLISHMENT PERIOD.THE SYSTEM DESIGN ALLOWS FOR THE MAINTENANCE CONTRACTOR TO ADJUST THE NUMBER OF EMITTERS IN RESPONSE TO PLANT GROWTH RATE AND CHANGING WATER PLAN VIEW- N.T.S. REQUIREMENTS AS THE PLANTS MATURE. SECTION VIEW- N.T.S. D DRIP/TREE LINE INSTALLATION E DRIP EMITTER F DRIP LINE LAYOUT 03 ELECTRIC ANTI-SIPHON WATERPROOF WIRE LOW VOLTAGE WIRES,3 MAXIMUM ` ' ' • •' °: PAVING CONTROL VALVE • '. ; ° CONNECTORS W WIRES PASS THROUGH GROOVES IN V TUBE LID TO ALLOW LID TO CLOSE I —I I—I ¢ 0 CLOSE TUBE LID AFTER WIRE �_ _ _ SAND BACKFILL COMPACTED IS INSERTED INTO TUBE I I—I I- C B TO THE DENSITY OF Z V : I—I EXISTING SOIL O �V —I I- — LATERAL LINES 24 WIRE LOOP 0 IN SCH 40 SLEEVE MIN. 6"ABOVE H J POLY TUBE PRE-FILLED WITH I=I HIGHEST HEAD FINISH GRADE cc WATERPROOF GEL - 1I InI=I I :.:.. CONTROL WIRES O W cm LOCK TABS PREVENT WIRE REMOVAL IN SCH 40 SLEEVE ONCE CONNECTOR IS INSERTED — I —I I —'. I—I I—� UNDISTURBED SOIL _ _ __ W = O N _I—III—III —III — I—I I= z ¢ SCOTCHLOK ELECTRICAL SPRING I I PRESSURE MAINLINE co _ CONNECTOR. WIRES SHALL BE - IN SCH 40 SLEEVE -III—III—I I III—I I III—III cr O III=1 I=1 �. I =1 I = o o N _ _ PRE-STRIPPED OF 1/2"OF THE PVC SCH. 80 NIPPLE ' NSULATION PRIOR TO INSERTION = I — I — _ I—I I—I PVC SLEEVES TO BE INTO THE CONNECTION. TWIST _ _ _ _ LENGTH AS REQ. 2 TYP. CONNECTOR ONTO WIRES TO EI I I—I I I—III—III—III—III—III—III=III= TWICE THE DIAMETER ( ) SEAT FIRMLY. OF THE PIPE OR WIRE SCOTCHLOK CONNECTOR AND WIRES BUNDLE CARRIED. INSERTED INTO TUBE UNTIL THE DIMENSION A B C D CONNECTOR PASSES LOCK TABS DETAIL ALSO FOR PIPE 1/2"TO 4"IN SIZE 36" 24" 24" 4" INSTALLED IN ROCK SOIL. PVC LATERAL LPVC PRESSURE MAIN NOTE: LINE PIPING WIRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT. PVC SCH. 40 FITTINGS TYP. KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR,A POLYPROPYLENE TUBE AND A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. 4C Q W DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2-3#14 OR 2#12 PRE-STRIPPED COPPER SECTION VIEW- N.T.S. ¢ WIRES LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. Wa W UW G WIRE CONNECTION I ANTI-SIPHON VALVE H SLEEVE INSTALLATION J o WATERPROOF CONNECTION: �) Uj FINISHED GRADE IN TURF AREAS FINISH GRADE V) _ 30-INCH LINEAR LENGTH � �F- W TORO FCH-H-FIPT AUTOMATIC FLUSH _ OF WIRE,COILED Z U 0 -1 VALVE CLEAN COMPACTED BACKFILL O a I=III—=1 $ a V PLASTIC ROUND VALVE BOX,6"SIZE =III=III= B HEAT BRAND BRAND"FV"ONTO LID. LATERAL LINES,SEE SPECS. CONTROL ZONE KIT: FINISHED GRADE IN SHRUB AREAS -I I I=I I I- I I I=I I I- e f—SEE LEGEND FOR TYPE SHEET D N 2" IN = _ ::.,,':'. : — — CONTROL WIRES,SEE SPECS. — IRRIGATION DETAILS I1=1I1=1 =I I=I 11= — - -I •=�1 i I—I i I_ _I 11=1 11=1 I ::•' III-1 I I- UNDISTURBED SOIL Q ` PVC SCH SCH 80 CLOSE NIPPLE =III=III=I I _= PRESSURE MAINLINE,SEE DESIGN®MM _ _ _ '� '' '' '' ' '' '' '' '• SPECIFICATIONS —PVC LATERAL LINE PIPE INSTALL 6-INCH MIN.ABOVE These plans have been reviewed bN the Coachella Vallee Water District in HIGHEST POINT OF DISCHARGE A T accordance with Water Code Title 7_ ision 1. Chapter Article 10 8 Section :III—III—III-1 I I=1 =1 I I—III . �^Wreviewed • ° o ° —III—III—III—III—III—III—I I 1—I I 1—I R 65597 et seq. requiring efficient landscape and irnganon design in cooperation%%ith ° BRICK SUPPORTS the local governing agency(City or County) "-approval of this dra\�mg bN CV«D CHE(MRH DIMENSION A B C UV RESISTANT PVC SCH 40 PIPE staff does not constitute approval to encroach into district and L SBR R»hts-of-\\a\ 3/4"ROCK, 1 CUBIC FT. (1 OF 2) O 1 S T R t C Trees,plants,walls.and permanent structure of anN kind ma} not be planted or DATE PVC ELL SCH 80 SxT 1/2"TO 2-1/2"IN SIZE 18" 12" 4" installed in CVWD and CSBR easements or right-of-v aN v ithout first obtainin_an C/7Y 3"TO 6"IN SIZE 24" 4"OF PALM VE5EI?T LANDSCAPE FABRIC / FINISH GRADE/TOP OF MULCH encroachment permit from CVWD NO. 6I bq�4 � RLE INSPECTION 5CHECUL E N07� SECTION VIEW N.T.S. �� 6-IN MIN. �� PVC 1 OF 2)40 ELL DATE WATER�i-'\->GE\IE\T DEP ART\fE\T C� SHEET NUMBER REFER TO THE TITLE SHEET FOR THE CITY OF PVC LATERAL PIPE PALM DE5ERT'5 INSPECTION SCHEDULE. CVWD PLAN 4 DEVELOPMENT SERVICE DEP ARTMENT ID�l J AUTOMATIC FLUSH VALVE K PIPE INSTALLATION L DRIP ANTI—SIPHON ASSEMBLY II °F 18 PLAN SET "C" 10-17-13 SECTION 02810 1. Ball valves shall be of the manufacturer, size, and type indicated on the drawings. 2.04 Plastic Pipe and Fittings LANDSCAPE IRRIGATION 2. Ball valves shall be constructed of PVC and shall be fully ported. Ball valves shall have threaded connections. A. Pipe shall be marked continuously with manufacturer's name, nominal pipe size, schedule or class, PVC type and grade, National Sanitation Foundation PART 1 - GENERAL approval, Commercial Standards designation, and date of extrusion. 1.01 Summary 3. All ball valves shall have a minimum working pressure of not less than 150 PSI and shall conform to AWWA standards. B. All plastic pipe shall be extruded of an improved PVC virgin pipe compound in accordance with ASTM D2672, ASTM D2241 or ASTM D1785. A. It is the intent of the specifications and drawings that the finished system is complete in every respect and shall be ready for operation satisfactory to the C. Automatic Control Valves: Owner. C. All solvent weld PVC fittings shall be standard weight Schedule 40(and Schedule 80 where specified on the irrigation detail sheet) and shall be injection A PARTN6t5,INC. 1. Automatic control valves shall be of the manufacturer, size, and type indicated on the drawings. molded of an improved virgin PVC fitting compound. Slip PVC fittings shall be the"deep socket" bracketed type. Threaded plastic fittings shall be injection LANDSCAPE ARa-MECTs B. The work shall include all materials, labor, services, transportation, and equipment necessa to perform the work as indicated on the drawings, in these molded. All tees and ells shall be side gated. All fittings shall conform to ASTM D2464 and ASTM D2466. �COASTW lC,4*OR '9 goo pnecessary p 9 9 9 onr�Pos�rr,ct►uFORW 926B specifications, and as necessary to complete the contract. 2. Automatic control valves shall be electrically operated. >443'U* FAX (mi)44316M D. All threaded nipples shall be standard weight Schedule 80 with molded threads and shall conform to ASTM D1785. 1.02 Construction Drawings 2.06 Valve Boxes E. All solvent cementing of plastic pipe and fittings shall be a two-step process, using primer and solvent cement applied per the manufacturer's �NDSC,gp A. Due to the scale of the drawings, it is not possible to indicate all offsets, fittings, sleeves, etc. which may be required. The Contractor shall carefully investigate A. Valve boxes shall be fabricated from a durable, weather-resistant plastic material resistant to sunlight and chemical action of soils. recommendations. Cement shall be of a fluid consistency, not gel-like or ropy. Solvent cementing shall be in conformance with ASTM D2564 and ASTM D2855. kp M Aurph e the structural and finished conditions affecting all of his work and plan his work accordingly, furnishing such fittings, etc. as may be required to meet such �� y 4., 0 conditions. Drawings are generally diagrammatic and indicative of the work to be installed. The work shall be installed in such a manner as to avoid conflicts B. The valve box cover shall be green in color(tan color in decomposed granite) and secured with a hidden latch mechanism or bolts. F. When connection is plastic to metal, female adapters shall be hand tightened, plus one turn with a strap wrench. Joint compound shall be non-lead base ti� •�� between irrigation systems, planting, and architectural features. Teflon paste, tape, or equal. C. The cover and box shall be capable of sustaining a load of 1,500 pounds. rwture B. All work called for on the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the specifications. When an item 2.05 Valves 5-7-31-14 is shown on the plans but not shown on the specifications or vice versa, it shall be deemed to be as shown on both. The Landscape Architect shall have final D. Valve box extensions shall be by the same manufacturer as the valve box. * Renewal Date authority for clarification. A. Ball Valves 10-11-13 �F E. The plastic irrigation valve box cover shall be an overlapping type. Date C. The Contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade differences or 1. Ball valves shall be of the manufacturer, size, and type indicated on the drawings. TgTF OF CAO1 discrepancies in area dimensions exist that might not have been considered in engineering. Such obstructions or differences should be brought to the attention of 2.07 Automatic Controller the Landscape Architect as soon as detected. In the event this notification is not performed, the Irrigation Contractor shall assume full responsibility for any 2. Ball valves shall be constructed of PVC and shall be fully ported. Ball valves shall have threaded connections. revision necessary. A. Automatic controller shall be of the manufacturer, size, and type indicated on the drawings. 3. All ball valves shall have a minimum working pressure of not less than 150 PSI and shall conform to AWWA standards. T-ese c-cw ^ s c _ 1.03 Quality Assurance B. Controller enclosure shall be of the manufacturer, size, and type indicated on the drawings. c`-c-cc- = sce =ct ors Ole ^e exc e c-::e-ty c, C. Automatic Control Valves: A. Provide at least one English speaking person who shall be present at all times during execution of this portion of the work and who shall be thoroughly familiar 2.08 Electrical with the type of materials being installed and the manufacturer's recommended methods of installation and who shall direct all work performed under this section. 1. Automatic control valves shall be of the manufacturer, size, and type indicated on the drawings. __a:c1 s^c ce es_' ec t- --e A. All electrical equipment shall be NEMA Type 3, waterproofed for exterior installations. er =_-e =_- + t-e r were c-ecc-ec. e--se, -ec•c- B. Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturer of articles used in this contract furnish directions 2. Automatic control valves shall be electrically operated. covering points not shown in the drawings and specifications. B. All electrical work shall conform to local codes and ordinances. -e:-c:: *-::e rt. 2.06 Valve Boxes C. All local, municipal, and state laws, rules and regulations governing or relating to an portion of this work are hereby incorporated into and made a art of 2.09 Low Voltage Control Wiring �'e- " '`_ - irr p 9 9 9 9 Y p Y � p p 9 9 5�...-.,-.e.s � :��..... �•-� these specifications, and their provisions shall be carried out by the Contractor. Anything contained in these specifications shall not be construed to conflict with A. Valve boxes shall be fabricated from a durable, weather-resistant plastic material resistant to sunlight and chemical action of soils. any of the above rules and regulations of the same. However, when these specifications and drawings call for or describe materials, workmanship, or A. Remote control wire shall be direct-burial AWG-UF type, size as indicated on the drawings, and in no case smaller than 14 gauge. construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the provisions of these specifications and B. The valve box cover shall be green in color(tan color in decomposed granite) and secured with a hidden latch mechanism or bolts. drawings shall take precedence. B. Connections shall be of the manufacturer, size, and type as indicated on the drawings C. The cover and box shall be capable of sustaining a load of 1,500 pounds. D. All materials supplied for this project shall be new and free from any defects. All defective materials shall be replaced immediately at no additional cost to 1.07 Storage and Handling Owner. D. Valve box extensions shall be by the same manufacturer as the valve box. A. Use all means necessary to protect irrigation system materials before, during, and after installation and to protect the installation work and materials of all E. The Contractor shall secure the required licenses and permits including payments of charges and fees, give required notices to public authorities, verify other trades. In the event of damage, immediately make all repairs and replacements necessary to the acceptance of the Landscape Architect and Owner and at E. The plastic irrigation valve box cover shall be an overlapping type. permits secured or arrangements made by others affecting the work of this section. State of California licensed contractor is recommended. no additional cost to the Owner. 2.07 Automatic Controller 1.04 Submittals B. Exercise care in handling, loading, unloading, and storing plastic pipe and fittings under cover until ready to install. Transport plastic pipe only on a vehicle with a bed long enough to allow the pipe to lay flat to avoid undue bending and concentrated external load. A. Automatic controller shall be of the manufacturer, size, and type indicated on the drawings. A. Materials List: 1.08 Cleanup and Disposal B. Controller enclosure shall be of the manufacturer, size, and type indicated on the drawings. Z 1. After award of contract and before any irrigation system materials are ordered from suppliers or delivered to the job site, submit to the Owner a complete list of 0 all irrigation system materials, or processes proposed to be furnished and installed as part of this contract. A. Dispose of waste, trash, and debris in accordance with applicable laws and ordinances and as prescribed by authorities having jurisdiction. Bury no such 2.08 Electrical waste material and debris on the site. Burning of trash and debris will not be permitted. The Contractor shall remove and dispose of rubbish and debris generated 2. The submittals shall include the following information: by his work and workmen at frequent intervals or when ordered to do so by the City's authorized representative. A. All electrical equipment shall be NEMA Type 3, waterproofed for exterior installations. H a. A title sheet with the job name, the contractors name, contractor's address and telephone number, submittal date and submittal number. B. At the time of completion the entire site will be cleared of tools, equipment, rubbish and debris which shall be disposed of off-site in a legal disposal area. B. All electrical work shall conform to local codes and ordinances. b. An index sheet showing the item number(i.e. 1,2,3, etc.); an item description (i.e. sprinkler head); the manufacturer's name (i.e. Hunter Industries); the item 1.09 Completion 2.09 Low Voltage Control Wiring model number(i.e. 1-40-ADV/36V); and the page(s) in the submittal set that contain the catalog cuts. A. At the time of the pre-maintenance period inspection, the Landscape Architect, Owner's authorized representative, and governing agencies will inspect the A. Remote control wire shall be direct-burial AWG-UF type, size as indicated on the drawings, and in no case smaller than 14 gauge. c. The catalog cuts shall be one or two pages from the most recent manufacturer's catalog that indicate the product submitted. Do not submit parts lists, work, and if not accepted, will prepare a list of items to be completed by the Contractor. Punch list to be checked off by contractor and submitted to Landscape exploded diagrams, price lists or other extra information. Architect or Owner's Authorized representative prior to any follow-up meeting. This checked off list to indicate that all punch list items have been completed. At B. Connections shall be of the manufacturer, size, and type as indicated on the drawings the time of the post-maintenance period or final inspection the work will be re-inspected and final acceptance will be in writing by the Landscape Architect, d. The catalog cuts shall clearly indicate the manufacturer's name and the item model number. The item model number, all specified options and specified sizes Owner's authorized representative, and governing agencies. C. Ground wires shall be white in color. Control wires shall be red (where two or more controllers are used, the control wires shall be a different color for each shall be circled on the catalog cuts. controller. These colors shall be noted on the"Record Drawings" plans located on controller door). B. The Owner's authorized representative shall have final authority on all portions of the work. e. Submittals for equipment indicated on the legend without manufacturer names, or"as approved", shall contain the manufacturer, Class or Schedule, ASTM 2.10 Irrigation Heads and Drip Emitters numbers and/or other certifications as indicated in these specifications. C. After the system has been completed, the Contractor shall instruct Owner's authorized representative in the operation and maintenance of the irrigation system and shall furnish a complete set of operating and maintenance instructions. A. Irrigation heads and drip emitters shall be of the manufacturer, size, type, with radius of throw, operating pressure, and discharge rate indicated on the f. Submittal format requirements: drawings. � D. Any settling of trenches which may occur during the one-year period following acceptance shall be repaired to the Owner's satisfaction by the Contractor J i. Submittals shall be provided as one complete package for the project. Multiple partial submittals will not be reviewed. 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 B. Irrigation heads and drip emitters shall be used as indicated on the drawings. U as a result of the work. ii. Submittal package shall be stapled or bound in such a way as to allow for disassembly for review processing. PART 3- EXECUTION 1.10 Guarantee Z V OD iii. Submittal package shall have all pages numbered in the lower right hand corner. Page numbers shall correspond with submittal index. 3.01 Site Conditions 3 A. The entire sprinkler system, including all work done under this contract, shall be unconditionally guaranteed against all defects and fault of material and 0 0 3. The Landscape Architect or Owners authorized representative will allow no substitutions without prior written acceptance. No changes without City approval. workmanship, including settling of backfilled areas below grade, for a period of one (1) year following the filing of the Notice of Completion.o A. Inspections: cc G U 4. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. B. Should any problem with the irrigation system be discovered within the guarantee period, it shall be corrected by the Contractor at no additional expense to 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 the point where this installation N owner within ten (10) calendar days of receipt of written notice from Owner. When the nature of the repairs as determined by the Owner constitute an emergency may properly commence. d = Z N 5. The Landscape Architect or Owner's authorized representative will not review the submittal package unless provided in the format described above. (i.e. broken pressure line)the Owner may proceed to make repairs at the Contractor's expense. Any and all damages to existing improvement resulting either Z Q -- from faulty materials or workmanship, or from the necessary repairs to correct same, shall be repaired to the satisfaction of the owner by the Contractor, all at no 2. Verify that irrigation system may be installed in strict accordance with all pertinent codes and regulations, the original design, the referenced standards. and ZN O B. Substitutions: additional cost to the Owner. the manufacturer's recommendations. O N V 1. If the Irrigation Contractor wishes to substitute any equipment or materials for those equipment or materials listed on the irrigation drawings and specifications, he may do so by providing the following information to the Landscape Architect or Owner's authorized representative for approval. No changes without City C. Guarantee shall be submitted on Contractors own letterhead as follows: B. Discrepancies: approval. GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM 1. In the event of discrepancy, immediately notify the Landscape Architect or Owner's authorized representative. 2. Provide a written statement indicating the reason for making the substitution. We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials and workmanship, and the work has 2. Do not proceed with installation in areas of discrepancy until all discrepancies have been resolved. 3. Provide catalog cut sheets, technical data, and performance information for each substitute item. been completed 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 of filing of the Notice of Completion and also to repair or replace any damage resulting C. Grades: 4. Provide in writing the difference in installed price if the item is accepted. from the repairing or replacing of such defects at no additional cost to the owner. We shall make such repairs or replacements within 10 calendar days following N written notification by the owner. In the event of our failure to make such repairs or replacements within the time specified after receipt of written notice from 1. Before starting work, carefully check all grades to determine that work may safely proceed, keeping within the specified material depths with respect to finish Z t 1.05 Existing Conditions owner, we authorize the owner to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon grade. Z W demand. Q A. The Contractor shall verify and be familiar with the locations, size and detail of points of connection provided as the source of water, electrical supply, and 2. Final grades shall be accepted by the Public Works Inspector and Landscape Architect before work on this section will be allowed to begin. a W telephone line connection to the irrigation system. PROJECT NAME: W W B. Irrigation design is based on the available static water pressure shown on the drawings. Contractor shall verify static water on the project prior to the start of PROJECT LOCATION: construction. Should a discrepancy exist, notify the Landscape Architect and Owner's authorized representative prior to beginning construction. Id� CONTRACTOR NAME: W C. Prior to cutting into the soil, the Contractor shall locate all cables, conduits, sewer septic tanks, and other utilities as are commonly encountered underground ADDRESS: < G and he shall take proper precautions not to damage or disturb such improvements. If a conflict exists between such obstacles and the proposed work, the 3.0 W Contractor shall promptly notify the Landscape Architect and Owner who will arrange for relocations. The Contractor will proceed in the same manner if a rock TELEPHONE: _� layer or any other such conditions are encountered. SIGNED: H U. D. The Contractor shall protect all existing utilities and features to remain on and adjacent to the project site during construction. Contractor shall repair, at his Z C) O W IL own cost; all damage resulting from his operations or negligence. DATE: o a 09 Q 0 E. The Irrigation Contractor shall coordinate with the General Contractor for installation of required sleeving as shown on the plans. PART 2 - MATERIALS SHEET DESCRIPTI N F. The Contractor shall verify and be familiar with the existing irrigation systems in areas adjacent to and within the Project area of work. 2.01 Summary IRRIGATION SPECS G. The Contractor shall protect all existing irrigation systems, in areas adjacent to and within the project area of work, from damage due to his operations. Use only new materials of the manufacturer, size and type shown on the drawings and specifications. Materials or equipment installed or furnished that do not meet Landscape Architect's, Owner's, or governing agencies standards will be rejected and shall be removed from the site at no expense to the Owner. H. Contractor shall notify Owner's Representative if any existing system is temporarily shut off, capped or modified. Provide 48-hour notice, prior to turning off or modifying any existing irrigation system. 2.02 Pipe DESKTO MM Coachella\�alle� Water Distract inCoach I. The Contractor shall repair or replace all existing irrigation systems, in areas adjacent to and within the project area of work, damaged by the construction of A. Pressure supply lines 1 1/2 inches in diameter and smaller downstream of the backflow prevention unit shall be Schedule 40 solvent weld PVC conforming to These plans have been reviewed by the T accordance with Water Code Title 7. D Coach 1.Chapter 3. Ankle lU 8. Seaton DRAWN MJ vision this project. Adjacent irrigation systems shall be made completely operational and provide complete coverage of the existing landscaped areas. All repairs shall ASTM D1785. A E R 65597 et seq.requiring efficient landscape and irrigation design in cooperation..tth be complete to the satisfaction of the Owner's Representative. the local governing agent} (City or Count%) "Appro.al of this dravon_� be C\-\\D �� RH B. Non-pressure lines 314 inch in diameter and larger downstream of the remote control valve shall be CL. 200 solvent weld PVC conforming to ASTM D1785. staff does not constitute approval to encroach into district and L SBR Rights-of-\La. 1.06 Inspections O S T R 1 G Trees,plants,walls,and permanent structure of any kind ma\ not be planted or DATE 10-1-7-15 2.03 Metal Pipe and Fittings installed in CVWD and CSBR easements or right-of-..a. ..tthout first obtaining an A. The Contractor shall permit the Landscape Architect and Owner's authorized representative to visit and inspect at all times any part of the work and shall encroachment permit from CVWD �� 6169-74 providt$ a%0011sRjd&N DE5ER7 A. Brass pipe shall be 85 percent red brass, ANSI, IPS Standard 125 pounds, Schedule 40 screwed pipe. CAD FIB (;�nfrar DATE WATER\tA\AGE\tENT DEPART\tE\T R - - - - tor, it shall not be covered over until accepted by the Landscape Architect, Owner's B. Fittings shall be medium brass, screwed 125-pound class. SHEET NUMBER au r s iv�PP n o i e i 1 opp ctor shall be solely responsible for notifying the Landscape Architect, Owner, and governing ag re , a p 4 MIT erl'the work is ready for testing. Should any work be covered without testing or acceptance, it sha►I C. Copper pipe and fittings shall be Type"K"sweat soldered. CVWD PLAN# DEVELOPME\T SER\'ICE DEPARTMENT be i o � r � I S-i 12 OF 18 SHEETS PLAN SET "C" 10-17-13 D. Field Measurements: 3.09Irrigation Heads and Drip Tubing 1. Make all necessary measurements in the field to ensure precise fit of items in accordance with the original design. Contractor shall coordinate the installation of all A. Irrigation heads and drip tubing shall be installed as indicated on the drawings. irrigation materials with all other work. 1. Spacing of heads and drip tubing shall not exceed maximum indicated on the drawings 2. All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions prior to proceeding with work under this section. 2. Riser nipples shall be of the same size as the riser opening in the sprinkler body. 3. Exercise extreme care in excavating and working near existing utilities. Contractor shall be responsible for damages to utilities, which are caused by his operations or neglect. C. Riser nipples shall be of the same size as the riser opening in the sprinkler body. SUh AA6tvK#JRPW t PARTNHtS,NC LANDSCAPE ARQrTECT5 34147 COAST HC~Y,9ATE 200 E. Diagrammatic Intent: 3.10 Miscellaneous Equipment DMA POW,CAt60R►LA 926B (949)443.1446 FAX(949)443-16M The drawings are essentially diagrammatic. The size and location of equipment and fixtures are drawn to scale where possible. Provide offsets in piping and changes in A. Install all assemblies specified herein according to the respective detail drawings or specifications, using best standard practices. equipment locations as necessary to conform with structures and to avoid obstructions or conflicts with other work at no additional expense to Owner. F. Layout: B. Install devices such as rain sensors, master valves, basket strainers and flow sensors as indicated on the drawings and as recommended by the manufacturer. \_NOSC,gp £q k. Aurph p 3.11 Flushing the System k� �� A,� 1. Prior to installation, the Contractor shall stake out all pressure supply lines, routing and location of sprinkler heads, valves, backflow preventer, and automatic controller. � 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. - 2. Layout irrigation system and make minor adjustments required due to differences between site and drawings. Where piping is shown on drawings under paved areas, Signature but running parallel and adjacent to planted areas, install the piping in the planted areas. B. Irrigation heads shall be installed after flushing the system has been completed. 7_3t_14 ereol Date G. Water Supply: 3.12 Ad S 10-117-15 Adjusting the System sT Dote \Q Connections to, or the installation of, the water supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be made at no A. Contractor shall adjust valves, align heads, and check the coverage of each system prior to coverage test. �rF OF CAI.\F additional expense to Owner. B. If it is determined by the Landscape Architect or Owner's authorized representative that additional adjustments or nozzle changes will be required to provide H. Electrical Service: proper coverage, all necessary changes or adjustments shall be made prior to any planting. '^awe ,. cw cs zi^ _- t^.. 1. Connections to the electrical supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be made at no additional C. The entire system shall be operating properly before any planting operations commence. �-e .^e ex^ ..s.ve p�-Pe-- c- expense to Owner. _ _ - D. Automatic control valves are to be adjusted so that the irrigation heads and drip tubing operate at the pressure recommended by the manufacturer. _- -se or c 2. Contractor shall make electrical connections to the irrigation controller. Electrical power source to controller locations shall be provided by others. c es. _ ed tc -^e 3.13 Testing and Observation 3.02 Trenching V we- e-e •ec ,e_ te _e .,-..._ _�_. _��•Ii=O'I�r t. Jr. 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 accepted by the Landscape Architect, _ « e `s A. Excavations shall be straight with vertical sides, even grade, and support pipe continuously on bottom of trench. Trenching excavation shall follow layout indicated on Owner, and governing agencies. `ec exce�' r «-tte- drawings to the depths below finished grade and as noted. Where lines occur under paved area, these dimensions shall be considered below subgrade. z�e" ss c- f-c— Fcrs_-r/ B. The Contractor shall be solely responsible for notifying the Landscape Architect, Owner, and governing agencies, a minimum of 48 hours in advance, where B. Provide minimum cover of 18 inches on pressure supply lines 2 inches and smaller. and when the work is ready for testing. C. Provide minimum cover of 18 inches for control wires. C. When the sprinkler system is completed, the Contractor shall perform a coverage test of each system in its entirety to determine if the water coverage for the planted areas is complete and adequate in the presence of the Landscape Architect. D. Provide minimum cover of 36 inches on pressure supply lines under vehicular travel ways. D. The Contractor shall furnish all materials and perform all work required to correct any inadequacies of coverage due to deviations from the plans, or where the E. Provide minimum cover of 9 inches for non-pressure lines. 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 Architect and accomplished before starting any planting. F. Pipes installed in a common trench shall have a 4-inch minimum space between pipes. E. Final planting inspection will not commence without record drawings as prepared by the Irrigation Contractor. 3.03 Backfilling 3.14 Maintenance 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. During the maintenance period the Contractor shall adjust and maintain the irrigation system in a fully operational condition providing complete irrigation Z B. Backfill shall be tamped in 4-inch layers under the pipe and uniformly on both sides for the full width of the trench and the full length of the pipe. Backfill materials shall coverage to all intended plantings.T 0 be sufficiently damp to permit thorough compaction, free of voids. Backfill shall be compacted to dry density equal to adjacent undisturbed soil and shall conform to 4 adjacent grades. 3.15 Completion Cleaning of C. Flooding trenches in lieu of tamping is not allowed. Clean up shall be made as each portion of the work progresses. Refuse and excess dirt shall be removed from the site, all walks and paving shall be broomed, and any damage sustained on the work of others shall be repaired to original conditions. 0 D. Under no circumstances shall truck wheels be used to compact backfill. END OF SECTION E. Provide sand backfill a minimum of 4 inches over and under all piping under paved areas. 3.04 Piping CITY OF PALM DESERT MAINTENANCE A. Piping under existing pavement may be installed by jacking, boring, or hydraulic driving. No hydraulic driving is permitted under asphalt pavement. 1. The Contractor shall maintain during installation a sufficient number of men and adequate equipment to perform the work herein specified.All maintenance work shall meet or exceed the the City of Palm Desert's"Low Water Ordinance"; and follow the maintenance schedule&guidelines established in the City of B. Cutting or breaking of existing pavement is not permitted. Palm Desert's"Desert Flora" Maintenance Guide, current edition. C. Carefully inspect all pipe and fittings before installation, removing dirt, scale, burrs, and reaming. Install pipe with all markings up for visual inspection and verification. D. Remove all dented and damaged pipe Sections. REFER TO SHEET PS-1 FOR CITY OF PALM DESERT E. All lines shall have a minimum clearance of 4 inches from each other and 12 inches from lines of other trades. J F. Parallel lines shall not be installed directly over each other. MAINTENANCE GUIDE LINES Q % O G. In solvent welding, use only the specified primer and solvent cement and make all joints in strict accordance with the manufacturer's recommended methods including C) go co wiping all excess solvent from each weld. Allow solvent welds at least 15 minutes setup time before moving or handling and 24 hours curing time before filling. Z SiO 0 � H. PVC pipe shall be installed in a manner, which will provide for expansion and contraction as recommended by the pipe manufacturer. G V I. Centerload all plastic pipe prior to pressure testing. _ Z d A 3 J. All threaded plastic-to-plastic connections shall be assembled using Teflon tape or Teflon paste. udi C11 Z OD cc K. For plastic-to-metal connections, work the metal connections first. Use a non-hardening pipe dope an all threaded plastic-to-metal connections, except where noted 3 N V A otherwise. All plastic-to-metal connections shall be made with plastic female adapters. 3.05 Controller A. The exact location of the controller shall be approved by the Landscape Architect or Owner's authorized representative before installation. The electrical service shall be coordinated with this location. B. The Landscape Contractor shall be responsible for the final electrical hook up to the irrigation controller. C. The irrigation system shall be programmed to operate during the periods of minimal use of the design area. Z t Z 3.06 Control Wiring cc OD O UA A. Low voltage control wiring shall occupy the same trench and shall be installed along the same route as the pressure supply lines whenever possible. CL C W �?B. Where more than one wire is placed in a trench, the wiring shall be taped together in a bundle at intervals of 10 feet. Bundle shall be secured to the mainline with tape at i intervals of 20 feet. J ~ QDW C. All connections shall be of an approved type and shall occur in a valve box. Provide an 18-inch service loop at each connection. J� G ul D. An expansion loop of 12 inches shall be provided at each wire connection and/or directional change, and one of 24 inches shall be provided at each remote control c 2 valve. 0 = E. A continuous run of wire shall be used between a controller and each remote control valve. Under no circumstances shall splices be used without prior approval. Z C)O _j 3.07 Valves Occ G A. Automatic control valves, quick coupler, and ball valves are to be installed in the approximate locations indicated on the drawings. SHEET DESUIPMN B. Valve shall be installed in shrub areas whenever possible. IRRIGATION SPECS C. Install all valves as indicated in the detail drawings. D. Valves to be installed in valve boxes shall be installed one valve per box. DI5KNED MM 3.08 Valve Boxes These plans have been reviewed b� the Coachella Valle-, �N ater District in A T E accordance with Water Code Title 7. Division 1.Chapter 3. Article 10 8, Section DRAWN MJ R 65597 et seq. requiring efficient landscape and irrigation design m cooperation kith A. Valve boxes shall be installed in shrub areas whenever possible. the local governing agency(City or Counm) "Approval of this drag tna by C%XVD CHECKEDRH staff does not constitute approval to encroach into district and LSBR Ritzhts-of-fit ati B. Each valve box shall be installed on a foundation of 3/4-inch gravel backfill, 3 cubic feet minimum. Valve boxes shall be installed with their tops 1!2 inch above the 'DC Trees,plants,walls,and permanent structure of an} kind may not be planted or DATE 10-1_T surface of surrounding finish grade in lawn areas and 2 inches above finish grade in ground cover areas. S T R installed in CVWD and LSBR easements or right-of-v aN vrithout first obtainin_an —13 COY OF PALM VE5ER7" encroachment permit from CXAINTD JOB NO. 6164;-74 RLE 1 N5PFG T/ON 5GHEMILE NOTF CADDATE WATER MANAGEMENT DEPARTMENT SHEET NUMBER REFER TO THE TITLE SHEET FOR THE CITY OF PALM DE5ERT'5 INSPECTION SCHEDULE. CVWD PLAN# DEVELOPME\T SERVICE DEP.-XRT\IE\T IS�2 13 OF 18 WM PLAN SET "C" 10-17-13 ALL TREES TO BE LOW BRANCH I N6 S I NOLE TRUNK OR MULTI-BRANCHED AS NOTED. ALL TREES TO G.V.W.D. TREE / A��iENT HAVE LOWER BRANCHES IN-TACT. NO LIFTING OF Cl.V.W.D. TOTAL JOB CANOPY OR TOPPING OF TREES 15 PERMITTED .JOB ON.U.G.0.L.5.) SHRUE35 LEGEND QUANIT`r REGION-6 SUx*.* x*JRPWAPMTP*R!S NC LE(5END WITHIN THE CITY OF PALM DESERT. TOTAL REGION 6 tArJoscAPE ARC}fTECTs -WM COAST FIICJ~Y,SURE NO DPM POINT,C.QJ<XW 926B SYMBOL DE5GR1 PTI ON SIZE QTY. WATER NEED 949 44}1446 FAX 4431631 SYMOL DESCRIPTION SIZE QTY. SPACING WATER NEED �QF,aM Mur `�-9,pc \pN SCgp ' � o y LA6ERSTROEM I A I ND I GA 56" BOX LOW BRANCHING 5 - 36 MOD 0.5 AGAVE DESMETTIANA 'VERIE&ATA' I5 GAL. 17 3' O.G. LOW 0.2 .- •. �`� ) GRAPE MYRTLE 51 N&LE TRUNK/LEADER VARIE&ATA DWARF AGAVE Signature 7-31-14 # rseval Dee MN R a 7-13 MELALEUGA NESOPHILA 56" BOX LOW BRANGHIN6 I MOD 0.5 ® ALOE VERA 5 GAL. 15 3' O.G. LOW 0.2 1j, Date C,�P PINK MELALEUGA 51 N&LE TRUNK/LEADER ALOE F OF CAUF� (36) OE GALL 15TF—MON V I M I NAL I S 'LITTLE JOHN' 5 GAL. 5 (6' O.G. MOD 0.5 OLEA EUROPEA 'SWAN HILL' 48" BOX LOW BRANCHING 5 MOD 0.5 ?�ese d-cwn5s -^e SWAN HILL OLIVE SINGLE TRUNK/LEADER DWARF WEEPING BOTTLE BRUSH v P V.I a Ve XC .�C JP✓ .-.e-. a-c trei' Se a res-."- CHRY5ACTINIA MEXICANA 5 GAL. 8 2' O.G. MOD 0.5 "'4�� =' t- �`= " y^we-e o-eoa•ed. Ke- se A S ACACIA SAL 16NA 56' BOX LOW BRANGHIN6 I MOD 0.5 DAM I AN I TA DAISY —e-rcc, 'n *-:o (2 4) ORANGE WATTLE 51 N&LE TRUNK/LEADER - =" ., ��-ec except t:. A- .• LIRIOPE 616ANTEA 5 GAL. 50 3' O.G. MOD 0.5 S-- r-re-s ®G.V.W.D. 6 I ANT L I LYTURF � I JOB (W.U.C.O.L.S.) PEN5TEMON EA70NI1 5 GAL. 10 2' O.G. MOD 0.5 V I I �'E 5 ALL VINES TO BE STAKED TOTAL FIRE CRACKER PEN57EMON SYMBOL DESCRIPTION SIZE QTY. WATER NEED ROSMAR I NUS OFF I G I NAL 15 'TUSGAN BLUE' 15 GAL. ' MOD O.5BOUAINILLEA 'SAN DIE60 RE ' 15 GAL. 1O MO 0.5 � + � ROSEMARY 5OU6A I NV I LLEA B 16NON I A CAPREOLATA 15 GAL. MOD 0.5 Z CRO55VINE RUELLA BRITTONIANA 'KATIE' 5 GAL. 6 2' O.G. MOD 0.5 0 f D1571CTIS 'RIVERS' 15 GAL. MOD 0.5 MEXIGAN PETUNIA 4 ROYAL TRUMPET VINE ad 6EL5EM I UM 5EMPERV I RENS 15 GAL. 8 MOD 0.5 Uj CAROL I NA JESSAMINE 5T1 PA TENU 1551 MA 5 GAL. 5 5' O.G. MOD 0.5 O GREW I A OCC I DENTAL I S - ESPAL I AR 15 GAL. I MOD 0.5 MEXIGAN FEATHER GRASS CROSS BERRY —� LON I CERA JAPON I GA 'HALL I ANA' 15 GAL. MOD 0.5 YUCCA RECURVI FOL I A 15 GAL. 4 5' O.G. LOW 0.2 HALL'S HONEYSUCKLE ♦ CURVE-LEAF YUCCA - XYLOSMA G. 'COMPACTA' 15 GAL. e) 7' O.G. MOD 0.5 Ap COMPACT XYLO5MA 03 co J V Z30 Q C Oda a = 3:z Z cc � Q r o r � 0 N t Z ¢ ao 501 L AMENDMENT MOTE a W NOTE: TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT o AT THE CONCLUSION OF ROUGH GRADING Y � � AN A&RONOM I C SOILS ANALYSIS SHALL C* BE PREPARED BY THE CONTRACTOR AND STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, 3 C.019 N57ALLED OR BUILT IN CVWD AND U55R EASEMENTS = FURNISHED TO THE LANDSCAPE ARCHITECT AND THE G I TY OF PALM DESERT OR RIGHT-OF-WAY WITHOUT FIRST OBTA I N I N6 AND �� U. _ ENCROACHMENT PERMIT FROM CVWD. Z U O W INSPECTOR FOR THEIR REVIEW AND NOTE: Ix 0 APPROVAL. THE CONTRACTOR SHALL INSTALL ONLY THE 501 L AMENDMENTS NOTE: S.V.N.D. WTREES SHALL BE PLANTED WITHIN SHEET D IPTI N V.W.D. EASEMENT OR RIGHT-OF WAYS. SHEET BY THE SOIL TESTING LAB ALL INSTALLATION AND MAINTENANCE SHALL NOTE: MODELS / AND ONLY THOSE APPROVED BY THE MEET OR EXCEED THE CITY OF PALM DESERT'S NO GONFLIGTING UTILITIES WITHIN PROJECT AREA. PLANTING CITY OF PALM DESERT LANDSCAPE "LOW WATER ORDINANCE" AND FOLLOW THE LEGEND INSPECTOR. IN COMPLIANCE WITH MAINTENANCE SCHEDULE I$ GUI DEL I NE5 DESKN® PH ORDINANCE 1551; PLANTS SHALL BE i These plans have been re%iex%ed by the Coachella ValleN Water District in BAGKF I LLED WITH LOCALLY PRODUCED ESTABLISHED I N THE CITY TY OF PALM DESERTS a E DtU►wN T T accordance with Water Code Title 7.Division 1.Chapter 3. Article 10 S. Section tiJ,J "DESERT FLORA" MAINTENANCE 6U I DE, CURRENT I' 'Q 65597 et seq.requiring efficient landscape and irrigation desi4n in cooperation voth the local governing agency(Gin or CounT<) "Approval of this dravomg b\ C\\1 D � ® PH COMPOST FROM COACHELLA VALLEY EDITION. staff does not constitute approval to encroach into district and L SBR Rights-of-\\a\COMPOST FAG I L I TY OR GAL B I OMAS. O DATE G Trees,plants,walls,and permanent structure of am kind maN not be planted or 10-I�-I3 COMPOST a7l'. AS FOLLOWS• installed in CVWD and CSBR easements or riUht-of-v av ithout tint obtaining an C/7Y OF PALM VE5ER7 encroachment permit from CV\\`D CAD RU NO. b IbQ-T4 1N5PFG7'10N SCHEDULE NOTE I GALLON SHRUB I SHOVEL EL DATE WATER MANAGEMENT DEPARTNIE\T REFER TO THE TITLE SHEET FOR THE CITY OF 5 GALLON SHRUB 2 SHOVELS SHEET NUWER PALM DE5ERT'S INSPECTION 50HEDULE. 15 GALLON SHRUB 5 SHOVELS CVWD PLAN# DE\'ELOP\IE\T SERVICE DEPARTMENT PLI=1 24" BOX TREE 4 SHOVELS 56" BOX TREE 5 SHOVELS 14 OF 18 SHEETS PLAN SET "C" 10-17-13 �® WA TER LINE ■ ■ ■ ® TREES WITH DASHED BOX ARE TEMPORARY ' ® CP L CORAZO BE REMOVED AT MODEL R I VA TE S T BUILD-OUT. GONT WATER LINE - REET TEMPORARY TREES IN THEIR BOXES ® q SO THEY CAN BE TRANSPLANTED INTO 111N AAQ� 'TR M" 5'NYC SEE PRODUCTION LANDSCAPE RL.ANS FUTURE PHASES OR RESOLD TO THE NURSERY. D�P°N ,�r4A ■ (949)443-t446 FAX f949)443-1b31 ■ �NDSCAp� .-��} ----_ —_ �k. N,• Murphy do Signoture Rene■ol Date 10 Lj e ■ -♦— ■ o _ _S L _ .--• ■ tr - - - - r c, - r i ore p,b a° .. ❑ _J ■ I I .a-.�5 n � - - o yox aG bMo 48) . s F S re-s _. I D ) 9 ■ I I ( LI n 0 I I 101 - D J r 24'x60' I ❑� I ( 6) r ... .. a b E I I SALES TRAIL I I m d PAD=159.10 _ o n I I FF= 159.10 I I � m O ® (4 I lo m Z o 1 ❑ I I Ll D t7t� Rl L C l: OE ❑ ® I o L CO LOT 84 L-J T E P O RA R I (36 r o PLAN 1C Z .. ... LOT 83 (4 8) > SITE FF:O LOT 82 PLAN 2A \ , PLAN 3B .............. A PE:O '� VAN HANDICAP ` FF:O o PE:O _ = I E A'R K I N Lti JTFQ ..... r ■. ■ ■ J 48) o o _ • Po ..:. a SEE PRODUCTION LANDSCA .PLANS W f J ..............:. .. ......... ........... ..................... ® r-n 101 O fV - Q 3 TRANS 40 - ' v FORMER W 0 0 a = � ZN SEWER LINE Z ce Q r PASEO ERTIDO 3 o N ° (PRIVA STREET) O U WATER L I NE SOIL AMEN M AT THE CONCLUSION OF ROUGH GRADING ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO DELIVERY. CONTRACTOR N SHALL PROVIDE LANDSCAPE ARCHITECT WITH PHOTOGRAPHS AND SPECIFICATIONS OF MATERIAL RECOMMENDED NOTE' AN AGRONOM I G SOILS ANALYSIS SHALL � z ao TO BE PURCHASED BY THE CONTRACTOR. FOR ALL TREES ABOVE 36 BOX, CONTRACTOR SHALL PROVIDE CONTRACTOR SHALL INCLUDE 2 LOW VOLTAGE LIGHTS ¢ BE PREPARED BY THE CONTRACTOR AND " ¢ o PHOTO OF EACH SPECIMEN. FOR ALL TREES / SHRUBS 24 BOX AND UNDER, CONTRACTOR MAY SUBMIT A PER MODEL. a � FURNISHED TO THE LANDSCAPE ARCHITECT "REPRESENTATIVE" PHOTOGRAPH. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT MATERIAL AND THE CITY OF PALM DESERT DELIVERY TO THE SITE NOT PREVIOUSLY APPROVED, OR NOT REPRESENTATIVE OF THE APPROVED NOTE: W V PHOTOGRAPHS. TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT INSPECTOR FOR THEIR REVIEW AND ALL PHOTOGRAPHS SHALL CONTAIN A PERSON OR MEASUREINCG POLE, AND FRAME THE ENTIRE TREE / SHRUB. STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, W APPROVAL. THE CONTRACTOR SHALL SPECIFICATIONS SHALL ADDRESS CALIPER, HEIGTH 4 WIDTH OF TREE / SHRUB. �I INSTALLED OR BUILT IN GVWD AND USBR EASEMENTS -J INSTALL ONLY THE SOIL AMENDMENTS ONLY PLANTS WITH STRONG TRUNKS, GOOD BRANCH CONFIGURATION AND INTACT LOWER BRANCHES WILL BE I COTE : OR INSTALLED WITHOUT FIRST OBTAINING AND 3 W RECOMMENDED BY THE SOIL TESTING LAB ACCEPTED. ENCROACHMENT PERMIT FROM GVWD. _ o / AND ONLY THOSE APPROVED BY THE ALL PLANT MATERIAL SHALL MEET THE AMERICAN NURSERY STANDARD ANSI 500 AND ARIZONA NURSERY ISA SEE SHEFT FL— I FOR PLANTI ISO G �F-n J C I T1' OF PALM DESERT LANDSCAPE STANDARDS. NOTE: O INSPECTOR. IN COMPLIANCE WITH NO TREES SHALL BE PLANTED WITHIN ad a O REGARDLESS OF PREVIOUS LANDSCAPE ARCHITECT OR OWNER APPROVALS; THE CITY OF PALM DESERT G.V.W.D. EASEMENT OR RIGHT-OF WAYS. a ~ V ORDINANCE 1551; PLANTS SHALL BE LANDSCAPE INSPECTOR AND MANAGER RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT MATERIAL. BACKF I LLED WITH LOCALLY PRODUCED NOTE: SHEET DESCRIP11 N COMPOST FROM COACHELLA VALLEY NOTE: NO CONFLICTING UTILITIES WITHIN PROJECT AREA. TREE PLANTING ALL INSTALLATION AND MAINTENANCE SHALL PLAN COMPOST FAG I L I TY OR GAL B I OMAS.COMPOST aTY. AS FOLLOWS: MEET OR EXCEED THE CITY OF PALM DESERT'S "LOW WATER ORDINANCE" AND FOLLOW THE QED RH GALLON SHRUB I SHOVEL MAINTENANCE SCHEDULE 4 GUI DEL I NES These plans have been reviewed by the Coachella Valley Water District in A T E accordance with Water Code Title 7, Division 1.Chapter 3. Article 10 S. Section DRAWNMJ S GALLON SHRUB 2 SHOVELS ESTABLISHED IN THE C I T)' OF PALM DESERTS R 65597 et seq. requiring efficient landscape and irrigation design in cooperation%\ith 15 GALLON SHRUB 3 SHOVELS 'DESERT FLORA" MAINTENANCE GUIDE, CURRENT the localoverning RH staff does ot constitute agency approvalor encroach int Approvaldistri of this dra% jngnd SBR RibD htCVW ` CHECKED 24" BOX TREE 4 SHOVELS EDITION• O S T R , G Trees,plants,walls,and permanent structure of an} kind maN not be planted or SATE Y 10-11-13 �rJ�� BO/� TREE SHOVELS ELS installed in CVWD and L SBR easements or right-of-'of without first obtaining an G/Tl' O� I�ALM 17�'S��T encroachment permit from CVAN"D JOB NO. 6Ibq�4 SCALE iNSP�GT/ON SGH��UL� NOTE � 111 — I O I DATE WATER �fA\AGE�fE\T DEP-�RT�fE\T C� flU SHEET NUMBER REFER TO THE TITLE SHEET FOR THE G I TY OF PALM DESERTS INSPECTION SCHEDULE. CvwD PLAN# DEVELOPNfE\T SERVICE DEPART\fE\T TPml p' ,o' 20, .., N O RT H 115 Of 18 SHEETS PLAN SET "C" 10-17-13 TEJ _ EL co, ALL SHRUBS NOTED ON THIS PLAN OUTSIDE OF REAR ■ ® ® gZON YA NAL PRODUCTION ARE (PRIVATE' E S TR EET) TEMPORARY AND AND TO BE REMOVED AT MODEL BUILD O �� LINE N� ® AND SOLD BACK TO THE NURSERY OR USED IN FUTURE LANDSCAK M � T► SEE PRODUCTION LAND5GAPE CLANS PHASES. D��T c "41A (949)443-U46 FAX(949)443.1631 ■ S CA Jy� ] ND��y Signature .......... -a -_ - - .......... Renewal Date .. r Dote P OF L' , ■ � : 4 ." ;.`;.:: " _. .. _. ;' '^®mot ■ : - t `^es P^ I' a DZc, - - P...O .... : .. :V\� on try F -errr ss c -c-, .. r'rer- V I I� ■ i I I C� "1 :... - ® 24'x60' r .................. 0 m SALES TRAI L d ( _ Cn PAD=159.10 L FF=159.10 IT1 0 a ® I I xo; / ® ® I z o ® — o I --j (Z 0 � I a a r PLAN 1C TEMPORARY o I LOT 84 _ C C L LOT FF0O�EI� � O rn LOT 82 PLAN 2A PE:O..... .... F 1 VAN HANDICAP [`} FF:O PLAN 3B ® FF:O ■ . .■I.. .. .■I-- - --I■ PARK K I G LOT PE:O r PE:O LU ■, ® - ■■ _ o TRANS- � Z o FORMER O 0 ® g C,/C�r� ..., U SEWER LINE Z , 3 N .. PASEO ERTIDO 3cm 0 r (PRIVAI E STREET) WATER L I NE 771 SOIL AMEND NO NOTE : AT THE CONCLUSION OF ROUGH GRADING ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO DELIVERY. CONTRACTOR Z t AN AGRONOMIC SOILS ANALYSIS SHALL SHALL PROVIDE LANDSCAPE ARCHITECT WITH PHOTOGRAPHS AND SPECIFICATIONS OF MATERIAL RECOMMENDED NOTE z Z Go BE PREPARED BY THE CONTRACTOR AND TO BE PURCHASED BY THE CONTRACTOR. FOR ALL TREES ABOVE 36 BOX, CONTRACTOR SHALL PROVIDE Ir PHOTO OF EACH SPECIMEN. FOR ALL TREES / SHRUBS 24" BOX AND UNDER, CONTRACTOR MAY SUBMIT A SEE SHEET P L- I FOR PLANTING NOTE: UJ � FURNISHED TO THE LANDSCAPE ARCHITECT REPRESENTATIVE" PHOTOGRAPH. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT MATERIAL TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT F W AND THE CITY OF PALM DESERT DELIVERY TO THE SITE NOT PREVIOUSLY APPROVED, OR NOT REPRESENTATIVE OF THE APPROVED LEGEND W INSPECTOR FOR THEIR REVIEW AND PHOTOGRAPH5. STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, ALL PHOTOGRAPHS SHALL CONTAIN A PERSON OR MEA5UREING POLE, AND FRAME THE ENTIRE TREE / SHRUB. INSTALLED OR BUILT IN CVWD AND USBR EASEMENTS APPROVAL. THE GONTRAGTOR SHALL SPECIFICATIONS SHALL ADDRESS CALIPER, HEIGTH 4 WIDTH OF TREE / SHRUB. OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AND c -�so) W INSTALL ONLY THE SOIL AMENDMENTS ONLY PLANTS WITH 5TRONG TRUNKS, GOOD BRANCH CONFIGURATION AND INTACT LOWER BRANCHES WILL BE 0 RECOMMENDED BY THE SOIL TESTING LAB ACCEPTED. NOTE: ENCROACHMENT PERMIT FROM GVWD. _co G j / AND ONLY THOSE APPROVED BY THE ALL PLANT MATERIAL SHALL MEET THE AMERICAN NURSERY STANDARD AN51 500 AND ARIZONA NURSERY I5A ALL INSTALLATION AND MAINTENANCE SHALL 40 H U. $ C I TY OF PALM DESERT LANDSCAPE STANDARDS. MEET OR EXCEED THE C 1 TY OF PALM DESERT'S NOTE: Z� c W INSPECTOR. IN COMPLIANCE WITH "LOW WATER ORD I NANGE" AND FOLLOW THE NO TREES SHALL BE PLANTED WITHIN a S REGARDLE55 OF PREVIOUS LANDSCAPE ARCHITECT OR OWNER APPROVALS; THE CITY OF PALM DESERT G.V.W.D. EASEMENT OR RIGHT-OF WAYS. ORDINANCE 188I; PLANTS SHALL BE LANDSCAPE INSPECTOR AND MANAGER RESERVE5 THE RIGHT TO REJECT ANY AND ALL PLANT MATERIAL. MAINTENANCE SCHEDULE $ GUI DEL I NES BACKF I LLED W 1 TH LOCALLY PRODUCED ESTABLISHED IN THE C 1 T1' OF PALM DESERT'S NOTE: SHEET MaIPTI N COMPOST FROM COACHELLA VALLEY "DESERT FLORA" MAINTENANCE GUIDE, CURRENT NO CONFLICTING UTILITIES WITHIN PROJECT AREA. SHRUB PLANTING COMPOST FACILITY OR GAL B I OMA5. EDITION. PLAN COMPOST aTY. AS FOLLOWS: DBKNM RH GALLON SHRUB I SHOVEL These plans have been reNI ed by the Coachella Valley \\ater District in DRAWN A T E accordance with Water Code Title 7.Div Sion 1.Chapter 3. Article 10 8. Section MJ S GALLON SHRUB 2 SHOVELS R 65597 et seq. requiring efficient landscape and irrigation design in cooperation\cith S GALLON SHRUB S SHOVELS the local governing agency(City or Countv) "Appro),a]of this dra��ing b\ CV\\D ('*CM RH staff does not constitute appro,.a]to encroach into district and USBR Rights-of-Wa% 24" BOX TREE 4 SHOVELS o s T R Trees,plants,walls,and permanent structure of an\-kind ma\ not be planted or DATE 10-1-T-13 installed in CVWD and USBR easements or right-of-\%aN without first obtaining an 36" BOX TREE S SHOVELS JOB NO. G/T1' OF PALM 17ff5�RT I I I encroachment permit from CV\VD 616q-14 1N5PEGT/ON 5GHEVUL� N07r SHE SGAL I = IOCAD � DATE WATER\L�\AGE\tE\T DEPARTMENT SHEET NUMBER REFER TO THE TITLE SHEET FOR THE CITY OF PALM DE5ERT'S INSPECTION SCHEDULE. CVWD PLAN# DEVELOPME\T SERVICE DEPART'AtE\T SPM1 20' .., N O RT H 11-6 OF 15 SiiffTS PLAN SET "C" 10-17-13 O 1 N PREVAILING I. 'CINCH-TIE' BY V.I.T. CO. [0 2 D_ WIND 12" 12" (6101) b'73-1760 0 TIES TO BE INSTALLED AT PLAN LOCATIONS DETERMINED TO BEST SUPPORT THE D_ INDIVIDUAL FORM. 2. LODGEPOLE PINE STAKE x 12' LONG FOR t PARTABtS,INC ALL TREES. GUT-OFF LANDSCAK ARCHITECTS EXCESS STAKE TO MINIMIZE �COAST WNW^SURE zoo = 4 92629 I DAMAGE TO TREE. 3-U*AX�)"3,Wx31 5 3. 2" COMPACTED LAYER — 2 DECOMPOSED GRANITE. REFER TO TREE PLANTING o �,ND S Cq p�, — — — — 3 PLAN FOR T SPECIFICATION.OP OF ROOTT CROWN TO \�Q`G G!� Murphy 6 BE AT FINAL GRADE. m �, _ I I 4 4. FINAL GRADE " -III— -� Signature 2 X DIAMETER 5 5. $AGKFILL- REFER TO Renewd ►Date OF ROOT BALL 501L AMENDMENT NOTE ♦c 10-11-15 b Date b. PLANT PIT EXECAVATION �l1lFOFCAL,F�Ft��P I. SHRUB- REFER TO PLAN FOR TYPE 4 LOCATION _I 7. ROOTBALL 2. 2" LAYER OF COMPACTED DECOMPOSED GRANITE- REFER TO TREE PLANTING PLAN FOR SPECIFICATION. - - S E TOP OF ROOT GROWN TO BE AT FINAL GRADE. _ _ `^ese grow -cs— � c- - e 3. FINAL GRADE NOTE: ce- � rg spec =- �s c, -_he ex-- LSlve 4. $AGKFILL- REFER TO 501L AMENDMENT NOTE _ = MIN. TWO TIES (TOP 8 BOTTOM) 5. PLANT PIT EXCAVATION -III=_ REQUIRED. .e e .,s= e ..n,'C.n Cr-.J ..A CPC-'.�'cc -.^ 1 I WRAP STAKE TO FORM cr'gino si-e `o- %- z -^e, b. ROOTBALL —� FIGURE E16HT. NAIL W/ (1) *e ;y,e rcc. -e .jse. 2 X DIAMETER GALV. NAIL THROUGH EACH 7 R. UNDISTURBED NATIVE SUBGADE OF ROOT BALL TIE INTO POLE. o etr'ci-ec^except t'. ✓«=--e ALL PLANT INSTALLATION SHALL MEET THE ALL PLANT INSTALLATION SHALL MEET THE o e-rr ssic Z-en-+ Fc- SS_-^-rers do 41.,_G-1 CITY OF PALM DESERT'S CURRENT INSTALLATION CITY OF PALM DESERT'S CURRENT INSTALLATION AND MAINTENANCE 6U I DEL I NES. AND MAINTENANCE G�UIDELINE . . 51 SH UE3 FLA II T I NC-7 I TREE 5TA< I Nr_--7 0 Z > ROW 3 O 0 O 2 NOTES: f ALL PALM TREES ARE TO BE o O ROW 2 O p�n p "BARE ROOT" AND MEET `..// THE MINIMUM BROWN TRUNK d SPECIFICATION A5 i INDICATED ON PLAN. Uj ROW 1 O 0. , 0, 2" LAYER OF COMPACTED p 4 DECOMP05ED GRANITE- REFER N TO TREE PLAN FOR SPECIFICATION Ill (X 2. TOP OF ROOTBALL TO BE IL I AT SAME ELEVATION AS I. 5/8" 5TAINLE55 STEEL EYE SCREW IN 5 z Q DUCY FROM FIELD. LEAD SHIELDS 2 5. ROOT BALL 2. 12 GA. GALVANIZED WIRE. SECURE VINE TO WIRE WITH NURSERYMAN'S TAPE 3 4• FINAL GRADE 8 In L 4 3. FUTURE EYE 50REW5 5. NATIVE 5AND BACKFILL 4. ANGLE BACK TRUNK OF VINE TO WALL b. UNDE5TURBED NATIVE 5U56-7RADE 03 AND REMOVE STAKE, SECURE TO WIRE I s 1L 5. MASONRY WALL —III L III— J NOTE: d I FOR 5 GALLON VINE, INSTALL ROWS I AND 2. III—III—III—) II "— U Z 3 OD N � �� III—III—III—III, � FOR 15 GALLON VINE, INSTALL ROWS I, 2, AND 3. I - ( -III- Q O H J THI5 DETAIL PERTAINS TO ALL FENGE/MASONRY WALLS, cc 061 NOT BUILDING WALL5. V I NE5 AT BUILDING WALL5 TO 2 X DIAMETER O Ix Ix N BE ATTACHED TO WOOD TRELLIS. OF ROOT BALL d = 3 o N ALL PLANT IN5TALLATION 5HALL MEET THE Uj***ALL VINES TO BE DELIVERED STAKED"* CITY OF PALM DESERT'S CURRENT INSTALLATION Z � coQ � AFTER PLANTING STAKES SHALL BE REMOVED AND MAINTENANCE GUIDELINES. 3.0 M O AND ATTACHED TO WIRE AS SHOWN. . 41 X I I E ATTAC.,H E I T . 21 FAL LA I T I N 501L AMENDMENT NOTE AT THE CONCLU51ON OF ROUGH GRADING AN AGRONOMIC SOILS ANALYSIS SHALL Z < BE PREPARED BY THE CONTRACTOR AND FURNISHED TO THE LANDSCAPE < ¢ OD ARCHITECT AND THE G I TY OF PALM DESERT INSPECTOR FOR THEIR REVIEW AND Q APPROVAL. THE CONTRACTOR SHALL INSTALL ONLY THE SOIL AMENDMENTS Uj a RECOMMENDED BY THE SOIL TESTING LAB / AND ONLY THOSE APPROVED BY THE CL G I TY OF PALM DESERT LANDSCAPE INSPECTOR. IN COMPL I ANC E W 1 TH LU V ORDINANCE 1551; PLANTS SHALL BE BAGKFILLED WITH LOCALLY PRODUCED COMPOST FORM COACHELLA VALLEY COMP05T FACILITY OR GAL $IOMA5. COMPOST QTY. AS FOLLOW5: C I GALLON SHRUB I SHOVEL � 5 GALLON SHRUB 2 SHOVELS =� 2 15 GALLON SHRUB 3 SHOVELS a O 24" BOX TREE 4 SHOVELS 00 H- U. _ b Z36" BOX TREE 5 SHOVELS O a� O C NOTE IL�• 0 NOTE: SHEET DESaIPTI N TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND 5HALL NOT BE PLANTED, INSTALLED OR BUILT IN CVWD AND USER EASEMENTS PLANTING OR RIGHT-OF-WAY W I THOUT F I R5T OBTAINING AND ENCROACHMENT PERMIT FRO DETAILS CVWD. RH These plans have been reviewed b} the Coachella Valle\Water District in p T ETR accordance with Water Code Title 7. Dig ision 1.Chapter -Article 1 U 8- Section DRAWN MJ 65597 et seq. requiring efficient landscape and irrigation design in cooperation x�ith the local governing agency(City or County) "ApproNal of this dra%,omu by C\l\D QHEOM RH staff does not constitute approval to encroach into district and USBR Riuhrs-of-\\ay. O G Trees,plants,walls,and permanent structure of an} kind may not be planted or DATE IO-17-13 S T R installed in CVWD and USBR easements or right-of-uav vothout tint obtaininL,an G/TY OF PALM DE5ElR7 encroachment permit from CVWD JOB NO. &I bg74 CAD FILE IN5PECT/ON SCHEDULE NOTE DATE WATER MANAGEMENT DEPARTMENT REFER TO THE TITLE SHEET FOR THE CITY OF SHEET NUMBER PALM DE5ERT'5 INSPECTION SCHEDULE. CVWD PLAN# DEVELOPMENT SERVICE DEPARTMENT PD,,I,=1 1-7 OF 15 SHEETS PLAN SET "C" 10-17-13 i GENERAL MAINTENANCE REQUIREMENTS II. GENERAL NOTES 1. GENERAL 51 TE PLANNING AT THE CONCLUSION OF ROUGH &RADINS, AN AGRONOMIC SOILS ANALYSIS SHALL BE A. Glean-Up 1. The Contractor shall maintain during installation a sufficient number of men and PREPARED BY THE OWNER AND FURNISHED TO THE CITY OF PALM DESERT FOR THEIR REVIEW ONLY THOSE 501L adequate equipment to perform the work herein specified. All maintenance work AMMEE►� S AND RAL. THE TILZERS A5 APPROVED BNTRACTOR YH THE LCITY OFLPALM DESERT LANDSCAPE I. After all installation operations have been completed, remove all shall meet or exceed the the City of Palm Desert's "Low Water Ordinance"; and SPECIALIST. rubbish, excess soil, empty plant containers and trash from the site daily. follow the maintenance schedule 4 guidelines established in the City of Palm All scars ruts or other marks in the area caused this work shall be Desert's "Desert Flora" Maintenance Guide, current edition; and the GVWD A. Weed Control for planting Areas (Except Slopes) repaired and the ground left in a neat, orderly condition. Leave site in Ar landscape / irrigation maintenance requirements and standards. I. Remove all existin weeds from site. broom-clean condition at the end of each workin da 5wee all All tree and plant pruning shall be performed by a licensed arborist and a G27 g paved areas, including walks and patios, upon completion of oil work. �ArRatrE�crS 34M COAST HCI-WAY,SITE 200 licensed landscape contractor and meet ANSI A300 practices. �AHA Po�rr ��2. Install irrigation. DAN 443,E FAX A 9 2} On going maintenance after turnover to the homeowners association or on individual *31 homeowner shall meet the following minimum requirements. 5. A State of California Licensed pest control applicator shall apply systemic B. Maintenance weed killer to all proposed planting areas per manufacturer's specifications. NDSc F WEEKLY BASIS: I. The Contractor shall maintain during installation a sufficient number of quo 0. Murpt,yq,� 1) Irrigation system shall be visually inspected while routine weekly maintenance is workers and adequate equipment to perform the work herein specified. G �_ do �'y being performed. Contractor shall look for and repair broken nozzles, drip all maintenance work shall meet or exceed the the City of Palm Desert's emitters, leaking valves and broken lateral lines. Repairs shall be made "Low water ordinance"; and follow the maintenance schedule 4 guidelines immediately with exact replacement parts. established in the City of Palm Desert's "Desert Flora" Signature 7-31-14 2) Lawns to be mowed B. Soil Preparation 4 Finish Grading Maintenance Guide, current edition. enewvl e -I3 Date I. Rough grade: Site to be received by Landscape Contractor to within TFOFCAL1Fo� 5) Trees and shrubs obstructing views, sidewalks or brushing against buildings shall 1/10 foot plus or minus by owner based upon Civil Engineer's grading plan. be pruned. 2. After all work has been completed, inspected and accepted, ail areas 2. Finish grade: Finish grading to consist of grading, raking and hand work will be maintained for a period of ninety MO) calendar days Or as long 4) All landscape areas shall be reviewed for fungus and pest infestations. necessary to achieve desired contour and flow line patterns, based a5 is necessary to establish thriving trees, vines t shrubs. --ese ~ -cs t-e contractor shall treat accordingly upon civil Engineer's plans, resulting in evenly finished surfaces free of �:�:t _ debris and litter. exc s . 5. Keep all areas weed-free, adequately watered, and neat 5 T ;_TTPc� ^& Vic-:h , 5) Decomposed granite shall be raked , compacted and maintained in a neat , _e condition. 3. Shape mounds as shown on the tree planting plans. for the ninety (qO) day period. Remove all debris from site and keep 5- -' e � the entire site broom-clean. �,�� L s s-*:- Contractor to import soil necessary to attain design grades and berms. *e (5) Dead leaf debris and spent blooms to be removed from plants and planting All import soil shall be free of weeds, debris, and shall be beds. similar to existing site soils in texture, type and chemical analysis. 4. Damage to any planted area shall be repaired immediately. DepressionsT�-� �.^ *-Ce caused by vehicles or foot traffic shall be filled with topsoil, leveled u�-PV e tie-t r! e "ss c- Fcrs` -n/ Finish grading shall be free of depressions or high spots, to provide and replanted. Exterminate gophers, moles and repair damage. � � ;,�. , -1) Dead / dying plants shall be identified and a determination made if the plont(s) smooth and even surfaces for proper drainage. Final grade shall be Decomposed granite shall be replaced as needed. -need specialized corrective care or replacement. Those plants that require I" below walk/top of curb. Remove from the site all stones over 2" in supplemental care or watering shall receive the necessary corrective action at the size. time intervention is deemed necessary. Plants that are dead shall be removed and replaced with a "like" plant unless the contractor determines the plant should be 4. Top dress all gshrub areas with a 2 " layer of compacted decomposed granite. 5• The project shall be so cared for that a neat, clean condition will be replaced with a different specie or not replaced at all. Corrective action / Refer to the "Tree Planting Plans" for material specification. presented at all times to the satisfaction of the Owner and Landscape replacement recommendation shall be reviewed and approved by the Association Architect. The Landscape Contractor shall be expected to make a property manager or the home owner prior to execution. At no time should any minimum of one weekly visit for maintenance purposes. plant or tree that is identified as a potential danger to persons or property be left in place. Corrective action for damaged plants that can be of a hazard shall be corrected, removed or replaced at the moment the hazard is identified. C. Planting 6. The Contractor shall request a final site visit seven (7) days prior to the end of the maintenance period. This request shall be written and Plant trees, vines and shrubs as called for where indicated on directed to the Owner and the Landscape Architect. Upon written MONTHLY BA515: Planting Plans and as detailed on Planting Detail sheet. acceptance of the project, the Contractor shall be relieved of any Z j This work i further maintenance. Os to be performed in addition to weekly maintenance. N Plant substitutions are not permitted. Any modification or substitution I) Contractor shall run each irrigation valve to check for proper irrigation to these plans shall be approved by the Gity of Palm Desert prior to execution. +��+ coverage and system operation. leaky valves, broken heads, nozzles and pipes H shall be corrected immediately with "like" replacement parts. Stake only those trees needed as detailed on Planting Detail Sheet. G. Guarantee 2 All plant installations shall be guaranteed to live and grow to a period of Contractor shall review watering times and make necessary adjustment to insure areas are not being over or under watered. ninety (q0) days after installation and acceptance by the Owner. .4411:�q Trees shall be guaranteed for one year. Any material that fails to grow 3) Spray planting beds for weeds such as Nutsedge, Bermuda, Milkweed and through the specified maintenance and guarantee period shall be replaced Bindweed. by the Contractor at no cost to the Owner. QUARTERLY BA515: Oti Observation This work is to be performed in addition to weekly and monthly maintenance. D. r D. Plant Purchases 1. Observation visits specified herein shall be made by the Landscape • I) Contractor shall conduct a detailed project walk. A written summary shall be Architect or his representative. The Contractor shall request prepared and submitted to the Association manager or homeowner. The summary ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE observation at least two (2) working days in advance of the time that the 03 shall be specific and identify/ make recommendations for items that need ARCHITECT PRIOR TO DELIVERY. CONTRACTOR SHALL PROVIDE observation is requested. corrective action above and beyond the specified monthly and weekly maintenance. LANDSCAPE ARCHITECT WITH PHOTOGRAPHS AND SPECIFICATIONS .W The summary shall include recommend jations for pest control, fertilizing, mulching, OF MATERIAL RECOMMENDED TO BE PURCHASED BY THE 2. Observation visits are suggested for the following parts of the work: overseeding, equipment replacements, as well as plant specific issues and concerns „ The summary shall list recommendations / options and identify when such CONTRACTOR. FOR ALL TREES ABOVE 56 BOX, CONTRACTOR — O SHALL PROVIDE PHOTO OF EACH SPECIMEN. FOR ALL TREES / a. Upon completion of grading and soil conditioning prior to planting. Z U C0 corrective actions need to take place. SHRUBS 24 BOX AND UNDER, CONTRACTOR MAY SUBMIT A 0 3 A BIANNUAL BASIS: "REPRESENTATIVE" PHOTOGRAPH. LANDSCAPE ARCHITECT b. When trees are spotted for planting, but before planting holes are H 0 RESERVES THE RIGHT TO REJECT MATERIAL DELIVERY TO THE SITE excavated. V This work is to be performed in addition to weekly monthly and quarterly NOT PREVIOUSLY APPROVED, OR NOT REPRESENTATIVE OF THE 0 -.4N maintenance. APPROVED PHOTOGRAPHS. c. Written acceptance of the project to release the Contractor from = 3 Z further maintenance shall occur after Final Observation with the Owner �; O N I) The contractor, property manager or homeowner shall walk the property. Issues REGARDLESS OF PREVIOUS LANDSCAPE ARCHITECT OR OWNER or his representative at the end of the maintenance period. Z Q r related to continual problems such as pests, plants dying, maintenance challenges, APPROVALS; THE CITY OF PALM DESERT LANDSCAPE INSPECTOR ' �p equipment roblems in addition to Specific problem trees or plants shall be 30 Q C V v p p p p RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT MATERIAL reviewed and correction actions taken. 2) All trees to be reviewed and evaluated. Trees / plants that are of problematic E. Verification of Dimensions form, size, shape or have foreseen rooting or breakage concerns shall be identified and corrective action plan is to be established. This plan shall include 1. All scaled dimensions are approximate. Before proceeding with any work, recommendations of removal with replacement of like specie, removal and the Contractor shall carefully check and verify all dimensions and replacement with different specie or removal without replacement. E. Plant Deliveries quantities, and shall immediately notify the Landscape Architect of any q ANNUAL BA515: discrepancy between the drawings and/or specifications and actual N I. The contractor shall coordinate plant deliveries with the Landscape conditions. No work shall be done in any area where there is such a Z This work is to be performed in addition to weekly, monthly, quarterly and biannual Architect. The contractor shall rovide minimum 72 hour advance notic Ai�scre of discrepancy until approval for same has been given by the Landscape cc O maintenance. plant deliveries permitting Landscape Architect ample time to also notify Architect. a U. the City of Palm Desert landscape inspetor of plant delivery dates and c W 1) Property Manager and contractor shall meet on site with association board CL times. F. Utilities .CL members to review, discuss and modify these minimal continuing maintenance guidelines and requirements. These guidelines shall be considered as minimum requirements. The parties may agree to strengthen these requirements but shall 2. The landscape contractor is obligated to insure plants loaded on delivery 1. The Contractor shall be responsible for verifying the location of all Y ti oW0 trucks prior to site delivery are those plants previously approved by the underround utilit li _J C p not lessen any of these maintenance requirements. g utility prior to any construction, so that proper Landscape Architect and the Gity of Palm Desert Landscape Inspector.p p precautions may be taken not to damage such lines and plant locations, 3 Uzipromptly notify the Landscape Architect who will arrange for relocations =* I O of one or the other. Failure to follow this procedure places upon the 3. Any plants that are not those previously approved, or those that do not �� _ meet the minimum specifications established though the photograph and Contractor the responsibility for, at his own expense, making an and all E - \ specification submittal process shall not be loaded and delivered to the repairs for damages resulting from his work. p g y < p job site. a �� 4. Any plants damaged during loading transportation or off loading shall be CONTRACTOR QUALIFICATION NOTE:replaced. Damage is defined and may include but is not limited to trunk ALL LANDSCAPE CONTRACTORS SHALL BE CALIFORNIA LICENSED 0-27 SHEET DESCRIPTION scaring, broken limbs, defoliation and wind burn. The Landscape Architect ALL CONCRETE CONTRACTORS SHALL BE CALIFORNIA LICENSED C-5 PLANTING and the City of Palm Desert Landscape inspector reserve the right to ALL MASONRY CONTRACTORS SHALL BE CALIFORNIA LICENSED C-201 SPECIFICATIONS reject any 4 all plant material. DESKWD SMP These plans have been reviewed by the Coachella\'alley Water District in A T E accordance with Water Code Title 7,Division 1.Chapter Article 10 8. Section MAWN SMP R 65597 et seq. requiring efficient landscape and irrigation design in cooperation\i ith G O� P�tLM 17ESElr?T F. Plant Storage ffi the local governing agency(Cite or Countv). "Approval of this drawing by C\\\D CHECKED SMP /NSPEGTiON 5GNEDULE NOTE staff does not constitute approval to encroach into district and L SBR Rights-of-\\aN I. Prior to plant deliveries, the contractor shall establish a staging area s r R Trees,plants,walls,and permanent structure of am kind mac not be planted or DATE 10-17-15 REFER TO THE TITLE SHEET FOR THE CITY OF where deliveries are to be received. This staging area shall be adjacent installed in CVWD and USBR easements or riuht-of-x%av_ ithout first obtaining an PALM D SERT'S INSPECTION SCHEDULE. to the installation area however away from heavy construction and encroachment permit from C\'WD - 1OB NO. bibg74 equipment that may cause damage. O D RLE DATE WATER MANAGEMENT DEPARTMENT 2. The contractor shall provide manpower as needed to adequately maintain SHEET NUMBER plants located in the staging area. This includes but is not limited to hand CvwD PLAN# DE\'FLOP\PENT SER\iCE DEPART\tE\T watering, protection from wind or other damage clnd theft. FLAI �t PS-1 T I I S C.., I �l� � S 18 Of 15 SHEETS PLAN SET "C" 10-17-13