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Carl's Jr at the Village at University Park_1
4=1 . ? �. _3. ,fit. '1, '•,a; ; w S. - . :� J'" n �' !y a - .. ..... . .. r.:.,� ,... .--. , w .... .. ot T V K AR IT T 7 7.7:� an are + west , PRES U SIC C H C S -- - - x or manfinas a. , M 16361 ,r 4.4 —V —E _y —C A, - -RL S JR t THE I L —E A T < x Scientific Way ' ■ r� x; iirvine,CA 92618 :LIC.No,4340 I:(949)224-0040 � Te - Fax:(949)224-0044 x T N A m[ P A L <6 I, n. a1R r 5 .4 31515 j { CONSULTANT w . 1' {.c'� �,.,,tt`�dry :.. ,� r ,.��at ",�,. �<• �<-• • t '::- -:! �i A D A D V PM NT AN , "'W;. 36 79 RALD F -N-1 71 4: t ti I �9 fff y, r a - ' , "bib. 4 .`,+l°fi•-°" � ,."!1:-.� ) ., ,ter, �.. ,. .,'L. ... -.� �� t - ryeA M I F 1 A n, x. At w HE- ET SITE MAP iINDEX r: A Z L-0.00 , OVER SHEET s, w , 8 a r.. _ t. •a _ , M f I. "6 lw '''E { L 1 X NSTRUCTION PLAN _ ■ h Z A w / —1.0 � C O Lei cc Tv / Z X , L-1.02CONSTRUCTIONV w O 0 / • DETAILS ' � i 1 L-1.03 CONSTRUCTION i�OTES W a. .� 'Q Z '� J a W . L-2.01 IRRIGATION PLAN UJ CO W � c� L-2.02 �IRRIGATION LEGEND & NOTES v UJ �,/ /�✓ - < W 0 � / L 2.03RRIGATION DETAILS CL OD L-2.04 IRRIGATION SPECIFICATIONS > •� � a W co i L-3.01 PPLANTING PLAN 0 — PLANTING CO L 3.02 G DETAILS � i I G / r ✓ / %� /���� i i I i 1 i W I L-3.03 PLANTING NOTE, ° � ✓� /rr �% ire � / -�� ��� "� 1 � ' � / i >v j / „ � SITE � S om - c m's m I I 1: I 3 i i ' i / 1� CD ---- --- y / -- - -- - - - - - -- - -- _ 10-31-07 - lIL ✓ Date � �Q - A AP -x- o� F t ��NDSCAP - - - - - - TUfl ' OrFICE ADDn AC IWAL TO AYE - .,,;.. . ,: . �� / / -, i, . / i 1.a oa PAW 1�CH �� i � •'4 SHEET CONTENTS ✓ t t 1 r IN � (��' PALM DES ART 1„s_:�.,_ COVER %� 1 CITY i I F 0 DEPARTMENT AR T D p/ I , i h C R .� : AID°�9�i�ITY DE�6'C€..t��-F�Iw..i'�T SHEET P p n ❑C.C.;:ES.RIO. — Tf,FF LETTr3 C ACTION FOR _ __ _ _._... _ BY _ NCEWffHIN _ ._ _...___.�..,.�,:�:m_.�.,_..-�� ,.w_.. ..._. --- - _,_ _,.., _ ..•,,."'"' OC�eI YEAR aw T�S Ar'C uAL e w _ I _ _..._... ....._._._ __ _...___ __ NOT TO SCALE 16 VICINITY --- -. MAP ENOTES : NERel/ISIOIIS� I I N The followin general notes are rovided b the Owner and Landscape Architect to give directions to the No. Revision Description: Pdmsd *; contractor. In order to bid this project, the contractor must attend a pre—bid site walk with owner and OWNER LANDSCAPE ARCHITECT. .x3�0 fi( City Comments architect. City Comments RAMON RD PROJECT SiTE 1. Contractor shall verify with the general contractor that plans are current and approved construction THE EVANS COMPANY LAND ARC WEST �► , ' 10 Issue plan. Verify that the general contractor has provided copies of all bulletins to date. 36891 COOK STREET 16361 SCIENTIFIC WAY DINAH SHORE DR `�NT�� 2. Contractor shall review Pre—Construction and Turnover Procedures. - W �, S Work shall be in accordance with the requirements of the City of Palm Desert. PALM DESERT, CA 92260 IRVINE, CA 92618 i PHONE (760) 773-9832 PHONE (949) 224-0040 x - ` Cathedral 3. The engineering soils report by N/A dated N/A is a part of these construction documents. The PHONE City GERALD FORD DR contractor shall comply with the report's recommendations as they relate to his work. CONTACT. RICK EVANS CONTACT- TAL JACKSON o 74` 4. The contractor shall obtain all necessary and/or required permits and pay all related fees and/or .` DATE o m .,� ap,� taxes required to install the work on these plans. ARCHITECT; CIViL ENGINEER FRANK SINATRA i DR '�, FR , 5. The contractor shall be appropriately licensed as required by the state in which the work takes place. PREST VUK$IC Rancho Mirage ` 6. The contractor shall notify the Owner's representative prior to beginning the work and shall be RBF p g Landscape Architect governing agencies and other trades. PHONE (760)779-5393 74-410 HIGHWAY 111 LJ responsible for coordinating with the Owner, � COUNTRY w a_ CLUB DR 40TH AVE 7. Contractor shall notify Landscape Architect and Owner immediately of any errors, omissions or CONTACT. JOHN VUKSIC PALM DESERT, CA. 92260-4114 '` �` Dates 06-20-07 y d discrepancies In existing conditions or within the plans prior to beginning the work. - _ > a Cn 42ND AVE 1p % 8. Unit prices for all improvements shall be established as a part of the contract with the General PHONE (760) 346-7481 f, Palm Dee a ` 1 9 o Bermuda 'tioos9 Contractor and prior to beginning work, to accommodate additions and/or deletions of material FAX (760)346-8315 Drawn �y AEA m Z it o o w Z _Dunes 6 and/or labor. a. U O < Q _ SUBMITTALS STRUCTURAL ENGINEER CONTACT: JOE CICCHINI Checked, o 0 o Z =-; �� �o : JTJ FRED WARING R o 3 N INTEGRAL ASSOCIATES HWY ,,, W MILES AVE 1. Prior to the Pre—Construction meeting, the Landscape Contractor shall make submittals of the 1124 MAIN STREET STE D UTILITY CONSULTANT Job *1 07-1473 ...I FAIRWA DR M i following per the specifications: i o ,,, a. Hardsca a samples IRVINE CALIFORNIA 92614 i Indian a fN p p MRC ENGINEERING Plot Date, 09-26-07 Wells 111 y b. Photos or cut sheets for all site furnishings (pots, benches etc) including color samples PHONE (949) 724-1800 PHONE (760) 325-1045 W o c, Photos for all trees 15 gal. and larger CONTACT- RORY ZACH r- I Plan Set A-3 ity Limits & N Indio CONTACT. RALPH RAYA R _ d. Size specifications (ht. x width) for ail plant matertat - r :...,I ED °i'"t� soTH 2 AVE 2. Determination of "equal" substitutions shall be made only by the Landscape Architect. -� a] 3 0 0 INSTALLATION PROCESS COMPANIES o Z N UTILITY Z 1. The Landscape Contractor will clean up the site on a daily basis. At no time, will piles of dirt or p I W debris remain in publicly traveled walks. - - - - 1 _ -inSO. CAL. EDISON 1-800-684-8123 ;T �.. 3 2. Trees will be planted in tree pits within 24 hours of excavating tree hole. If trees are not planted ■ 0 the same day as the hole is dug, Landscape Contractor to install warning tape around tree pits. SO. CAL. GAS COMPANY 1-800-427-2200 - - '' ` ' '" - Z ® SITE OBSERVATION SO. CAL. WATER COMPANY 1-714-535-8010 " UJ CITY OF PALM DESERT sHEET 1 OF 11 0, NOT TO SCALE 1. Landscape Architect shall be notified no less than 48 hours in advance of any site observations UNDERGROUND SERVICE ALERT 1-800-422-4133 CONSULTANT REFERENCE LEGEND SYmBd DESCRIPTION -1 EMARKS A CURB AND GUTTER SEE YIL ENGIlop NEER B CONCRETE GUTTER SEE #VIL ENGINEER land (are + w e s t C FIRE HYDRANT �-" SEE IL ENGI S -D ATE�t METEF __ MCC - - f6361 Scientific Way E PARKING LOT STRIPING SEE CIVIL ENGINEE1ftANS Irvine,CA 92618 LIC.No.4340 F HANDICAP PARKING STALLS SEE CIVIL ENGINEER PLANS Tel! (949)224-0040 FG HANDICAP RAMP GROOVES AND CURB SEE CIVIL ENGINEER PLANS Fax:(949)224-0044 H DRAIN INLET SEE CIVIL ENGINEER PLANS I ELECTRICAL TRANSFORMER SEE UTILITY CONSULTANT PLANS J BUILDING SEE ARCHITECTURAL PLANS CONSULTANT FKJ I GREASE INTERCEPTOR SEE UTILITY CONSULTANT PLANS L GAS METER SEE UTILITY CONSULTANT PLANS 0 RETAINING WALL SEE ASSESSMENT DISTRICT PLAN) SEE CIVIL ENGINEER PLANS N SIDEWALK SEE CIVIL ENGINEER PLANS p RETAINING WALL SEE CIVIL ENGINEER PLANS © CATCH BASIN SEE CIVIL ENGINEER PLANS ® TYPICAL VINE POCKET SEE CIVIL ENGINEER PLANS ® HANDICAP RAMP SEE CIVIL ENGINEER PLANS E I SHADE STRUCTURE SEE ARCHITECTURAL PLANS LANDSCAPE CONSTRUCTION LEGEND SYMBOL DESCRIPTION REMARKS OPEDESTRIAN INTERLOCKING SEE DETAIL 1, SHEET L-1.02 CONCRETE PAVING / / j j `• j / ° j/ / /// jj/ % Wffi�// �'j// A/ law ' j /'% jj V Z GENERAL CONSTRUCTION NOTES a I GRADES HAVE BEEN SET CORRECTLY AND CERTIFIED PROJECT e ~ Z � 1. ENSURE THAT FINE L 8Y ENGINEER PRIOR TO INSTALLING WALKS FOOTINGS WALLS AND OTHER STRUCTURES. Z M 2. CONFORM WORK TO REQUIREMENTS OF LATEST CITY ADOPTED EDITION OF CALIFORNIA ' � (,aJ Q Q BUILDING CODE, (CBC) AND OTHER APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND W 2 LL N6 REGULATIONS. THE MORE STRINGENT CODE SHALL APPLY. a 3. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALING OF DRAWINGS. DIMENSIONS a F / ;/ /i .r/ INDICATED ON DRAWINGS ARE TAKEN FROM OUTSIDE FACE OF WALLS, PAVING, CURBS, ETC. / ,j/,-/ x. r / ,e``" j // ;.F°j- t„ / y / ,''� '/.�<l / ,%/,✓ j .J./ .,// , . '.' /'i „%�;.+'. J r J,,/+'j/.r. 0 ; UNLESS INDICATED OTHERWISE ON DRAWINGS. LE V 4. WHERE CONFLICTS OCCUR BETWEEN GENERAL CONSTRUCTION NOTES, DRAWINGS AND J ACTUAL FIELD CONDITIONS NOTIFY OWNERS AUTHORIZED REPRESENTATIVE FOR W CLARIFICATION. FAILURE TO PROVIDE SUCH NOTIFICATION MAY MAKE CONTRACTOR LIABLE L LIMT of WORK jy� / FOR COSTS INCURRED TO RECTIFY THE DISCREPANCY. J W W Lu � `■.�.■ ■..� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ / �++ W W ■■ ■ ■ ■ ■ / ' S. CO AGENCIES,CONTRACTOR DRAWINGS FOR VERIFYING LOCATIONS FOR UNDERGROUND UTILITIES,P PIPES E AND RELATED STRUCTURES, TAKE SOLE RESPONSIBILITY FOR COSTS INCURRED DUE TO �C W ,jam,/;/'f � , ■ PA ��.... ��. ...:.;:,. .r J W /� / ,/ - i ■ ': w. - /�� SAID UTILITIES IF PROPER VERIFICATION BY CONTRACTOR WAS NOT PERFORMED. d.jj j'/. / j j ■ _.._. _ __ .._.... PA CO PA 'r (jj , / 6. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION OPERATIONS WHEN IT IS OBVIOUS THAT / X UNKNOWN OBSTRUCTIONS AND GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN Q � / / / f ■ j', ■ KNOWN DURING THE DESIGN PROCESS. BRING SUCH CONDITIONS IMMEDIATELY TO ��% ■ A <' ATTENTION OF OWNER'S AUTHORIZED REPRESENTATIVE FOR RESOLUTION. ASSUME FULL C� ' /� ■ -d ■ " RESPONSIBILITY FOR COSTS INCURRED AND REQUIRED MODIFICATIONS DUE TO LACK OF PROVIDING SUCH NOTIFICATION. Li // / ■ ■ f � 7. ENSURE THAT DRAINLINES, IRRIGATION LATERAL AND MAINLINES, ELECTRICAL CONDUIT, /; ~ Z tt' ■ ''' % /' SLEEVES, ETC., ARE IN PLACE PRIOR TO INSTALLATION OF PAVING AND WALLS. VERIFY Q ` Ip ■ /i, f�// / PHASING WITH GENERAL CONTRACTOR. ASSUME FULL RESPONSIBILITY FOR COSTS INCURRED / W J j�,,�� . _ �,�' _ � � 0 •� ■ 3 ,,,// /j'>��/� AND REQUIRED MODIFICATIONS DUE TO LACK OF PROVIDING SUCH NOTIFICATION. 8. REPLACE OR REPAIR EXISTING MATERIALS THAT ARE DAMAGED BY CONTRACTOR DURINa: G / / /////,>> j ','" - 0 ■ .� i,/ �' CONSTRUCTION. t/j'/ !/j ■ / �', ,j f j,/ , jf 9. PAVING AND SEALANT MOCK-UPS ARE REQUIRED-REFER TO CONSTRUCTION NOTES. ■■ice / ■ , j/j �" /' °' 10.ENSURE THAT CURVED EDGES HAVE SMOOTH AND CONTINUOUS CURVES. / A E 11.VERIFY PROPERTY AND LIMIT OF WORK LINES WITH GENERAL CONTRACTOR PRIOR TO jj , ,/ !%■ / '� COMMENCING WORK. �� /j / ■ jj j //i % f �'b 12.REFER TO CITY AND COUNTY STANDARDS FOR STANDARD PLANS AND SPECIFICATIONSoil WHERE APPLICABLE ' t �' / ■ PA O ' A ■ /� / °� ji %/ �' 13.PROVIDE ISOLATION JOINTS AT LOCATIONS WHERE PAVING ABUTS BUILDING WALLS, COLUMNS, STEPS, LANDSCAPE WALLS AND OTHER FIXED VERTICAL SURF CES. A PA :I ■ - j'-- . . - --/-- j° 14.PROVIDE DOWELED CONSTRUCTION JOINTS WHERE DIFFERENT PAVING TYPES ABUT AND WHEN y 9 // / / �� ' ■ /,,/ // , // j j �C f PAVING WORK STOPPAGES OCCUR. / 15.REFER TO THE CONSULTANT REFERANCE LEGEND. ALL CONSTRUCTION ITEMS ARE CALLED L�IIIT OF WORK / / //i' 4340 C-1 /� OUT ONCE PER SHEET TYPICAL. j/ / j, 16.ALL LANDSCAPE AREAS SHALL DRAIN AWAY FROM BUILDINGS AT NO LESS THAN 2%. 17.VERIFY (IN THE FIELD) VERTICAL CONTROLS OF ALL CONSTRUCTION FEATURES AS SHOWN ro'3*07 / ON THE CONSTRUCTION PLANS PRIOR TO BUILDING WALLS AND POURING CONCRETE FLATWORK. � 18.ALL ANGLES ARE AT 90 DEGREES UNLESS NOTED OTHERWISE. '9 19.ALL DIMENSIONS ARE SHOWN ONCE TYPICAL PER SHEET. CAS- /.% �✓ j j'// ,r' j/'/ /, /' / �."` .r'P ''�j r �' j , 20.GRADING INDICATED ON THE PLANS ARE APPROXIMATE GRADE AND GRADE RELATIONS. SEE / // 'j j- ,� ._ _. ... _ _ / �° ,�' �:/ / /° �,'�% / CIVIL ENGINEERING PLANS FOR FINAL GRADE. NOTIFY OWNER Of ANY DtSCREPENCIES PRIOR j%�j / � //,, ' j' j �j ! j / / r - TO START OF WORK. .... ....... �/ � / .� ,� SHEET CONTENTS �/ _ j�� ;f '/� j/�,. j /,;/,�, / /.-/'/, / .e` .f �; F.`'",'F` j/r %// .l' .'` F i 1 j�. /,v/, / �^` , /,- /�/�/// !/./.,:i j ✓ 7 y}'r e'-?�.F i i/. ,. �.� , �..� E,,: /r/ 'Ji%r // .,�,� , // �,.� CONSTRUCTION /,' / / %% j fJ/, /,F`` f E , ,, /y�r/ <•jf,, ,J/j /'j'/ jft E / , , /. /,�" ji{/ ., T /' .X e %f /....:._ �._._� c_/,'.l.'_/./..: /.:..%/F /' ,,/, , ,r / /':GG,//jk', ,�//,J�%�:.r/j.e/r`�',a,.,�/,/,""/.1/`//,�/,°,f'/i'i.////'/✓,.�/r�/,€,o%-,F/i,;!�; ,F%/r''tl.�', /;,!//, r j!, /,��/ , .s/,/.,/�r���i/.�l`.?'`,f//A.t//,, fF,' -,-/,._/ /. [-,-__.°t, �//.''f, `/.� ,�;,�,,,<, PLAN // N.A.P. - SEE APPROVED THE VILLAGE AT UNIVERSITY PARK, RETAIL PACKAGE, SHEET L-3.01 Revisions, No. Revision Description: City Comments ® City Comments - Date 06-20-07 ce.$1 Drawn B s AEA 2 Checkedi JTJ d Job at 07-1473 — KEY PLAN—NOT TO SCALE Plot Date 09-26-07 t- F 0 10 20 40 Plan Sett A-3 — 0 SCALE: 1 "=20'-0" L 0_ >C C: SHEET 2 OF 11 Cr a 1 g 4 10 1 5 11 8 3 6 7 5 1 Iand arc + west 2,_0»40 6 a -- ---- a - __ - 1 ROW d c a a vON - 16361 Scientific Way 8" PAVER Cal arc�, 92 18 _ _ 4340 BANDING I =III= I=III =III=I Tel:((949 22 0 40 Fax:(949)224-4-0044 2 9 III—III III—III -11 PAVERS AT PARKING CURB co I I ( III -) 11= ' 2 SECTION-NTS PAVER AT PLANTING EDGE & WALL SECTION-NTS CONSULTANT 6" $COMPACTED SWEEP DRY SAND INTO PAVER JOINTS PER MANUF. SPECS. SUBGRADE PER GEO-TECHNICAL SOILS REPORT. 3 ROW ( INTERLOCKING CONC. PAVERS. PATTERN, TYPE, SEALER, & TYP 8�� PAVER COLOR PER CONST. SCHEDULE & PLAN. 8 ryP. BANDING ®ADJACENT BUILDING PER CONST. PLANS & CIVIL ENG. PLANS. Q1 " THICK SAND FLAT SETTING BED. CURB ©AGGREGATE BASE PER GEO-TECHNICAL SOILS REPORT & -o BUILDING MANUF. SPECS. EDGE (I)ADJACENT PLANTER-SEE PLAN FOR PLANTER LOCATIONS ® 60MM PAVER ATOP CONCRETE SUB-BASE 1 ROW PER DETAIL AND CONST. SCHEDULE & PLAN. O9 CONCRETE SUB-BASE SHALL ACHIEVE 2500 PSI O 28 DAYS 8" PAVER BANDING 0 JOINT, SEE JOINT DETAIL THIS SHEET. 11 ADJACENT PARKING LOT CONCRETE CURB. r-T F I I 'I CONC. BANDING W/ 3-#3 BAR CONT. AT CENTER OF POUR AND #30 2" BAR O 12" O.C. 2" PAVERS AT PARKING CURB PAVERS AT BUILDING EDGE 3 ROW CLR. ALL EDGES. PLAN VIEW-NTS PLAN VIEW-NTS 8" PAVER NOTES: Z BANDING 1 . POUR CONIC. AGAINST FIRM UNDISTURBED SOIL OR PROPERLY COMPACTED FILL PER GEO-TECHNICAL SOILS REPORT. ui J 2. CONC. BASE PER GEOTECHNICAL. SOILS REPORT. L_ � Z 1 INTERLOCKING CONCRETE PAVERS V uJ O O — � wILLLL CL p � Q � J 0 J a V V � - — J44C W W cc Cl) W p W < W CD W J a � a D — CID I- Cl) a. Z a W -j CC 4340 ry 10-31-07 Renewal Date t� Date �Q' J9► �Of Cp�-1 SHEET CONTENTS CONSTRUCTION CONSTRUCTION MATERIAL SCHEDULE DETAILS AND SCHEDULE DESCRIPTION MANUFACTURER COLOR MATERIAL FINISH PATTERN REMARKS INTERLOCKING CONC. ANGELUS BLOCK CO. TO MATCH EXISTING THE PRE-CAST CONCRETE SEE CONSTRUCTION NOTES C-1 PAVERS OR EQUAL (909-328-9115) VILLAGE AT UNIVERSTIY PARK HOLLAND 60 MM FLAT EDGES RUNNING BOND SHEET L-1.03 FOR SURE PAVERS BOND SEALANT C-2 3/8" MINUS 11 X DESERT ROCK & SUPPLY FINAL COLOR T.B.NATION W/ WETTED, ROLLED/TAMPED TO A FINES- DG OR EQUAL (760-328-5877) OWNER CITY OF PALM DESERT FINAL DEPTH OF 2" C-3 3"-6" DIA. COBBLE DESERT ROCK & SUPPLY FINAL COLOR T.B.D. BY OWNER IN COORDINATION W/ ROCK MULCH OR EQUAL (760-328-5877) CITY OF PALM DESERT " " DESERT ROCK & SUPPLY FINAL COLT.B.D. BY C-4 4 -8 RAJA CRESTA OR EQUAL (760-328-5877) OWNER IN COORDINATION W/ COBBLE CITY OF PALM DESERT 2'-3' BOULDER DESERT ROCK & SUPPLY FINAL COLOR T.B.D. By OWNER IN COORDINATION W/ OR EQUAL (760-328-5877) CITY OF PALM DESERT Revisions, DESERT ROCK & SUPPLY FINAL COLOR T.B.D. BY © 3'-4' BOULDER OR EQUAL (760-328-5877) OWNER IN COORDINATION W/ CITY OF PALM DESERT No. Revision Description: City Comments City Comments COLOR FINISH REMARKS SITE ELEMENTS SCHEDULE SYMBOL DESCRIPTION MANUFACTURER SERIES MODEL SIZE BENC ELF► TABLES, AND T.B.D. BY OWNER C'r. Date 06-20-07 8 Drawn lap AEA a Checked= JTJ - Job a, 07-1473 Plot Date` 09-26-07 F F Plan Sett A-3 2 0 (a� Leae� lm02 SHEET 3 OF 11 C OWNER'S RESPONSIBILITY 21 . ENSURE THAT DRAINLINES, IRRIGATION LATERAL AND MAINLINES, ELECTRICAL 20. THE FOLLOWING MINIM M CLEAR DISTANCES BETWEEN REINFORCING STEEL 10. SET RAILING STANDARDS TRUE AND PLUMB IN PROPERLY POSITIONED 1 . CONSTRUCTION RESPONSIBILITIES: THE OWNER WILL BE DIRECTLY CONDUIT, SLEEVES, ETC., ARE IN PLACE PRIOR TO INSTALLATION OF PAVING AND AND FACE OF CONCRETE W L BE MAINTAINED UNLESS NOTED OTHERWISE: SLEEVES, THEN BRACE TO POSITION AND CEMENT IN PLACE WITH QUICK SETTING WALLS. CENTER OF S OR SLABS ON EARTH. CEMENT. RESPONSIBLE FOR ALL ASPECTS OF CONSTRUCTION INCLUDING ALL 11 . PROTECT ALL DISSIMILAR METALS FRPM GALVANIC CORROSION BY PRESSURE .CONSTRUCTION INSPECTIONS. ALL FIELD MEETINGS WILL BE INITIATED BY THE 22. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALING OF DRAWINGS. " TAPES, COATINGS OR ISOLATORS. land are + west , CONTRACTOR AND COORDINATED THROUGH THE OWNER TO THE LANDSCAPE 2 FOR CO NCR BELOW GRADE, FORMED. ARCHITECT. THE LANDSCAPE ARCHITECT WILL BE IN A SUPPORT OBSERVATION 23. DIMENSIONS INDICATED ON DRAWINGS ARE TAKEN FROM OUTSIDE FACE OF 12. AFTER ERECTION, CLEAN OFF ALL R T, SCALE AND OIL. CLEAN FIELD ROLE TO THE OWNER PROVIDING INTERPRETIVE ADVICE ONLY IN ACCORDANCE WALLS, PAVING, CURBS, ETC. UNLESS INDICATED OTHERWISE ON DRAWINGS. WELDS, BOLTS AND ABRADED AREAS. T CH UP ALL AREAS WITH THE SAME 3 FOR CONCR BELOW GRADE UNFORMED. t►i�• �t SURFACES READY MATERIAL ASS-�1SE9-FOR THE T AV�,.o-��z S�,R- WITIi THE OBSERVATIONSCktEDUL� ASNOTED. - _ _ _ - 2. THE OWNER WILL BE RESPONSIBLE FOR DETERMINING PROPERTY LINES, 1s3s1 scientificwa 24 THE CONTRACTOR WILL NOTIFY THE LANDSCAPE ARCHITECT IN SUFFICIENT 21 . ALL MASONRY WILL E REINFORCED GROUTED SOLID MASONRY UNLESS RECEIVE FINISH COATS. 16ae,c� szsr$ y RIGHT-OF-WAYS, TRACT BOUNDARIES, GRADES, EASEMENTS, UTILITY LOCATIONS TIME TO PERFORM A SPECIFIED SITE OBSERVATION TASK. INSUFFICIENT NOTED OTHERWISE. GROIN SOLID ALL CELLS WHICH CONTAIN REBAR, BOLTS, 13. ALL GALVANIZED METAL WILL BE HOT DIPPED GALVANIZED. LIC.No.4340 (ABOVE AND BELOW GRADE) ANY OTHER LEGAL OR PHYSICAL ELEMENTS, AS NOTIFICATION OF TIME GIVEN TO THE LANDSCAPE ARCHITECT MAY REQUIRE THE ETC. GROUT SOLID ALL CELLS BELOW GRADE. ALL REINFORCEMENT, BOLTS, ETC. Tel:(949)224-0040 j REQUIRED, FOR THE SUCCESSFUL COMPLETION OF THE WORK. CONTRACTOR SITE VISIT TO BE CANCELED, OR POSSIBLY, MAKE CONTRACTOR RESPONSIBLE TO IN MASONRY WILL HAVE A MINIMUM GROUT COVERAGE OF 3/4". 14. APPLY ONE (1 ) PRIMER COAT AND TWO (2) COATS OF EXTERIOR METAL Fax:(949)224-0044 WILL NOT BE PERMITTED TO PROCEED WITH ANY WORK WITHOUT DETERMINATION COMPENSATE THE LANDSCAPE ARCHITECT FOR OVERTIME. THE CONTRACTOR PAINT. PAINT AND PAINT COLOR TO BE APPROVED BY THE OWNER. OF THE ABOVE INFORMATION. WILL BE RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT FORTY-EIGHT 22. SEE STRUCTURAL ENGINEERING CALCULATIONS TEST AND/OR INSPECTION 3. OWNER FROM WILL PROVIDE ROUGH GRADE TO WITHIN 1/10TH OF ONE (48) HOURS IN ADVANCE TO SCHEDULE THE FOLLOWING SITE VISITS: REQUIREMENTS. SPECIAL CONSTRUCTION NOTES FOOT OF FINISH GRADE. THE CONTRACTOR WILL BE RESPONSIBLE FOR FINISH A. A CONTRACTOR PRE-CONSTRUCTION KICK-OFF MEETING 23. CONTINUOUS INSPECTION WILL BE PROVIDED BY A TESTING LABORATORY CONSULTANT GRADE AND DRAINAGE OF ALL CONSTRUCTION ELEMENTS AT SPECIFIED GRADIENT. B. PROGRESS VISITS-PERIODIC INSPECTIONS WILL BE FOR ALL FIELD WELDING, CONCRETE WITH SPECIFIED COMPRESSIVE STRENGTH OF 4. ALL DISCREPANCIES IN SITE CONDITIONS, DRAWINGS OR SPECIFICATIONS WILL PERFORMED BY THE LANDSCAPE ARCHITECT DURING 2,000 PSI OR GREATER AND CAISSONS. MASONRY WILL HAVE CONTINUOUS INSPECTION WHERE NOTES ARE CALLED FOR IN DRAWINGS. 1 . CONCRETE PAVING STEPS AND CURB RETARDENT ETCH FINISH NOTES: l BE BROUGHT TO THE ATTENTION OF THE OWNER AND LANDSCAPE ARCHITECT CONSTRUCTION OPERATIONS TO INSURE CONFORMANCE TO PLANS IMMEDIATELY. IT IS THE OWNER'S RESPONSIBILITY TO CONSULT THE LANDSCAPE AND SPECIFICATIONS. 24. FOOTINGS WILL BE OF THE SIZE AND TYPE AS INDICATED ON THE A. RETARDENT ETCH PAVING CURB AND STEPS: ARCHITECT . PRIOR TO ANY FURTHER WORK IN THAT AREA. ANY UNREPORTED C. CONSTRUCTION STAKING AND LAYOUT-TO INSURE PROPER DRAWINGS. 1 . PREPARATION AND APPLICATION DISCREPANCY AND CONTINUED WORK WITHOUT WRITTEN AUTHORIZATION FROM LAYOUT AND LOCATIONS FOR ALL CONSTRUCTION ELEMENTS. THE OWNER AND LANDSCAPE ARCHITECT WILL BE AT THE CONTRACTOR'S RISK 25. MASONRY CONTRACTOR WILL BE RESPONSIBLE FOR BACKFILLING ALL WALLS a. PROTECT ALL CURBS, BORDERS, ADJACENT STONES, PAVERS, D. ROUGH CONSTRUCTION PROGRESS-TO INSPECT WORKMANSHIP ETC. THAT ARE NOT TO RECEIVE RETARDED FINISH PRIOR TO AND EXPENSE. AND CONSRUCTION TECHNIQUES PRIOR TO COMPLETION OF TO GRADES PER PLAN, FINISH GRADING FOR RUNOFF SWALE BEHIND ALL WALLS, APPLICATION OF RETARDERS. USE PROTECTION FACE OFF BY SPECIFICATIONS, QUALITY OF WORK AND ACCEPTABLE FULFILLMENT OF INTENT OF AND ALL EXCAVATION NECESSARY FOR THE EXECUTION OF MASONRY WORK. 5. ALL QUESTIONS RELATING TO INTERPRETATION OF THE DRAWINGS AND CONSTRUCTION ELEMENTS. PERFORATED DRAIN LINES COMPLETE, WATERPROOFING ALL WALLS BELOW GRADE GRACE CONSTRUCTION PRODUCTS. THE CONTRACT DOCUMENTS WILL BE DECIDED BY THE OWNER AND LANDSCAPE E. FINAL WALK-THROUGH/PROJECT SUBSTANTIAL RELATIVELY NON-EXPANSIVE FILL WILL BE USED IN BACKFILLING BEHIND WALLS. b. POUR CONCRETE, FLOAT AND TROWEL FINISH. ARCHITECT CONCURRENTLY. CONFORMANCE- THE OWNER AND LANDSCAPE ARCHITECT WILL ALL RETAINING WALLS WILL BE ADEQUATELY SHORED DURING THE BACKFILL c. APPLY TOP CAST RETARDERS WITH A LOW PRESSURE VERIFY ALL WORK UNDER THE CONTRACT FOR COMPLETENESS OPERATION. SPRAYER AT A RATE OF 200-350 SF PER GALLON PER PRIOR TO STARTING THE MAINTENANCE PERIOD. MANUFACTURER'S REQUIREMENTS. MATERIAL IS COLORED TO 26. PRECISION BLOCK WALLS AS NOTED ON THE PLANS AND DETAILS WILL ALLOW FOR VERIFICATION OF EVEN AND COMPLETE COVERAGE. 25. NO SITE VISIT WILL BE SCHEDULED PRIOR TO COMPLETION OF ALL RECEIVE BROWN COAT (3/8" THICK MIN.) APPLIED AS NOTED: d. ONCE DRY (1 -2 HOURS), TOP CAST PROVIDES AGAINST PREVIOUS PUNCH LIST ITEMS, UNLESS COMPLIANCE HAS BEEN WAIVED BY THE INTERMITTENT RAIN OR HOT, WINDY CONDITIONS AND LANDSCAPE ARCHITECT'S REQUIRED FIELD OWNER AND LANDSCAPE ARCHITECT. FAILURE TO ACCOMPLISH THE TIMELY PORTLAND CEMENT: 1 PART REQUIRES NO COVERING. OBSERVATION WORKI EXECUTION OF PREVIOUS PUNCH LIST ITEMS AND PREPARING ADEQUATELY FOR HYDRATED LIME: 1/4 PART THE NEXT SITE VISIT WILL MAKE THE CONTRACTOR POTENTIALLY LIABLE FOR SAND 16/20: 4 PARTS 1 . THESE LANDSCAPE ARCHITECTURAL CONSTRUCTION DOCUMENTS WERE REIMBURSING THE LANDSCAPE ARCHITECT FOR HIS LABOR AND REIMBURSABLE ANTI-SHRINKAGE AGENT: 3 OZ. BY WEIGHT PER SACK 2. RETARDER SELECTION GUIDELINES: PREPARED FOR THE OWNER WITH THE UNDERSTANDING THAT THE OWNER WILL EXPENSES. NO FURTHER SITE VISITS WILL BE MADE UNTIL OUTSTANDING USE LAND ARC WEST TO PROVIDE `FULL' CONTRACT SERVICES INCLUDING CHARGES HAVE BEEN PAID TO THE LANDSCAPE ARCHITECT BY THE CONTRACTOR. FOLLOW WITH COLOR FINISH COAT - 1/8" THICK MIN. NUMBER ETCH/AGGREGATE Z CONSTRUCTION OBSERVATION. FAILURE TO USE LAND ARC WEST TO COMPLETE CODE SIZE TO EXPOSE COVERAGE COLOR Wj Q 26 THE CONTRACTOR WILL BE RESPONSIBLE AND LIABLE FOR ANY LOSS TO PORTLAND CEMENT PLASTER - MIX WITH WATER PER THE CONSTRUCTION OBSERVATION SERVICES SET FORTH HEREIN WILL EQUIPMENT, PARTS AND MATERIALS ON THIS PROJECT UNTIL COMPLETION AND ' 200/350 S.F./GAL. LT BLUE SIGNIFICANTLY INCREASE THE RISK OF LOSS RESULTING, FROM MANUFACTURERS INSTRUCTIONS EXCEPT ADD ONE PART ADMIXTURE 3 RETARDENT ETCH FINISH a ACCEPTANCE OF THE JOB IN WRITING FROM THE OWNER. EMULSION TO THREE PARTS OF WATER FOR ALL EXTERIOR PLASTER � a MISINTERPRETATION OF THE DESIGN INTENT, UNAUTHORIZED MODIFICATIONS, AND BLUE B S.F./GAL. F. . L ■ FAILURE TO DETECT ERRORS AND OMISSIONS IN THE PLANS AND SPECIFICATIONS 27. THE CONTRACTOR WILL GUARANTEE ALL WORK AS TO MATERIAL AND APPLIED TO THE WALLS. 5 SANDBLAST FINISH 200/350 S. = I- 0 Z BEFORE THEY BECOME COSTLY MISTAKES. IN THE EVENT THAT LAND ARC WEST WORKMANSHIP FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL } Z Ir cc ACCEPTANCE OF PROJECT. THE CONTRACTOR WILL PROVIDE A WRITTEN 27. ALL PLASTER FINISHES AND COLORS WILL MATCH REFERENCED 15 UP " 200/350 S.F./GAL. WHITE � � W DOES NOT COMPLETE THE FIELD OBSERVATION SERVICES AS DESCRIBED HEREIN, ARCHITECTURE OR AS DIRECTED BY OWNER. APPLY A SAMPLE AREA FINISH TO 1/4 O O THE OWNER, OR SUBSEQUENT OWNER (INDIVIDUALS OR CORPORATIONS WHO GUARANTEE ON HIS LETTERHEAD AT THE FINAL INSPECTION. PLASTER COAT OF 4' X 4' FOR OWNER APPROVAL PRIOR TO PROCEEDING WITH V" HAVE PURCHASED THESE PLANS WITH THE PROJECT), AGREES TO HOLD U HARMLESS, INDEMNIFY, AND DEFEND LAND ARC WEST FROM AND AGAINST ANY 28• THE CONTRACTOR WILL PROVIDE A WRITTEN CERTIFICATION THAT THE BALANCE OF PLASTER WORK. PLASTER TEXTURES, TO MATCH FINISH ON 3. FINISHING: lu Q � '� AND ALL CLAIMS. CONSTRUCTION WORK IS INSTALLED IN FULL COMPLIANCE WITH THE CONTRACT BUILDINGS IN APPEARANCE AND COLOR. VERIFY WITH OWNER FOR PLASTER a. WASH WITH RINSE/LIGHT BROOM OR PRESSURE WASH WITHIN 6 > O J DOCUMENTS. ANY APPROVED SUBSTITUTIONS OR DEVIATIONS FROM THE PLANS COLOR AND FINISH. TO 24 HOURS AFTER THE RETARDER IS APPLIED. INTERVAL � -� � 0 OR SPECIFICATIONS WILL BE NOTED. THIS CERTIFICATION WILL BE ON THE 28. APPLY NON-YELLOWING WATER SEALER TO ALL PLASTER SURFACES AS DEPENDS ON STRENGTH OF MIX, EXPOSED AGGREGATE SIZE AND � W CONTRACTORS LETTERHEAD WITH HIS SIGNATURE AND CALIFORNIA C-27 APPROVED BY THE OWNER. DESIRED WASHING TECHNIQUES. EARLIER WASHING FOR LIGHT I- ~ ETCH FINISHES MAY BE NECESSARY. VERIFY IN TEST MOCKUPS. W W CONTRACTOR'S LICENSE NUMBER. W � W 29. THE CONTRACTOR IS REQUIRED TO SUBMIT TO THE OWNER AND LANDSCAPE 29. CONCRETE COLORS AND FINISHES WILL BE PER CONSTRUCTION PLANS. b. DO NOT OVER-FINISH AND/OR DELAY APPLICATION BEYOND Q r ARCHITECT A COMPLETE LIST OF REQUIRED CONTAINER AND GROUND COVER 30. ALL CONCRETE FLATWORK WILL BE A MINIMUM OF 4" THICK. NOSE ALL THE INITIAL BLEEDING 'ON THE LIGHT FINISHES. CONTRACTORS RESPONSIBILITIES MATERIAL. THE LIST WILL INCLUDE EACH TREE, SHRUB AND GROUND COVER; EDGES AS SHOWN ON THE DETAILS. W W 1 . THE C THEIR BOTANICAL AND COMMON NAME; EACH REQUIRED QUANTITY AND SIZE; 4. CURING AND PROTECTION: ~ CONTRACTOR WILL FURNISH ALL MATERIALS, LABOR, TRANSPORTATION, J 0.1%. � CO NURSERY SOURCE LOCATIONS AND NURSERY SALES PERSON TO CONTACT; 31 . ALL CONCRETE FLATWORK WILL SLOPE TO DRAIN AT A MINIMUM OF SERVICES, AND EQUIPMENT NECESSARY TO INSTALL LANDSCAPE PLANTING AS a. CURING AND PROTECTION: IMMEDIATELY FOLLOWING PLACEMENT, � Q SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN. THEIR SPECIFICATIONS AS TO HEIGHT, SPREAD AND TRUNK CALIPER AT ONE CONCRETE SHALL BE PROTECTED FROM PREMATURE DRYING, HOT AND V W 0 FOOT (1 ) ABOVE GRADE (FOR TREES). A POLAROID OR 35 MM REPRESENTATIVE 32. ALL CONCRETE WILL MEET ALL EXISTING CONCRETE, ENGINEERS OR COLD TEMPERATURES, RAIN, FLOWING WATER AND MECHANICAL INJURY. _ CO < 2. ALL CONSTRUCTION WORK WILL CONFORM WORK TO REQUIREMENTS OF PHOTO OF EACH REQUIRED TREE WILL ACCOMPANY THE SUBMITTAL. THIS LIST ARCHITECTS WALKS, DRIVEWAYS, CONCRETE DECKS AND PADS, AND TOPS OF THE C.O. SHALL APPROVE MATERIALS AND METHODS FOR CURING. FINAL F'- 0 C LATEST ADOPTED EDITION OF UNIFORM BUILDING CODE AND OTHER APPLICABLE WILL BE REQUIRED WITHIN FIFTEEN (15) FROM THE DATE THAT THE CONTRACT CURBS, ETC. FLUSH. CURING SHALL CONTINUE FOR NOT LESS THAN SEVEN DAYS APPROVED LOCAL AND STATE CODES, ORDINANCES AND REGULATIONS. WAS AWARDED. METHODS INCLUDE; PONDING, CONTINUOUSLY WET MATS, AND LIQUID CO Z 33. EXPANSION JOINT SPACING IN CONCRETE WALKS OCCURS AT ALL CHANGES IN DIRECTION AND WILL NOT EXCEED A MAXIMUM SPACING OF 10' ON CENTER. MEMBRANE CURING COMPOUNDS. J . 3. ALL FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS GOVERNING THIS EXPANSION JOINT MATERIAL WILL BE AS APPROVED BY THE OWNER b. ACID ETCH CURBS: W WORK ARE HEREBY INCORPORATED INTO AND MADE PART OF THESE PLANS. 1 . PREPARATION AND APPLICATION FOR FURTHER TOP CAST cr WHEN THESE PLANS CALL FOR CERTAIN MATERIALS, WORKMANSHIP OR A LEVEL SPECIFICATION AND AVAILABILITY CONTACT MIKE DAVIS AT: OF CONSTRUCTION THAT EXCEEDS THE LEVEL OF FEDERAL, STATE, OR LOCAL CONCRETE AND MASONRY NOTES CARPENTRY INNOVATIVE CONCRETE PRODUCTS. PH. 949.498.7077. REQUIREMENTS, THE PROVISIONS OF THESE PLANS WILL TAKE PRECEDENCE. 1 . THE CARPENTER WILL BE A CALIFORNIA LICENSED CONTRACTOR. FAX. 949.498.7027 4. REFER TO CITY AND COUNTY STANDARDS FOR STANDARD PLANS AND 1 . THE CONTRACTOR WILL NOTIFY THE OWNER AND LANDSCAPE ARCHITECT OF 2. THE CONTRACTOR WILL NOTIFY THE OWNER AND LANDSCAPE ARCHITECT OF SPECIFICATIONS WHERE APPLICABLE. ANY DISCREPANCIES BETWEEN THE PLANS, DETAILS AND NOTES. ANY DISCREPANCIES BETWEEN THE PLANS DETAILS AND NOTES. 1. FOR ALL DECOMPOSED GRANITE AREAS EXCAVATE 6" OF SOIL AND ADD 6" OF , 5. ALL WORK WILL BE PERFORMED BY A C-27 CALIFORNIA LICENSED 2. THE CONCRETE CONTRACTOR WILL BE A C-8 CALIFORNIA LICENSED D.G. IN 2 LIFTS. 2 FINAL COMPACTION DEPTH. MATERIAL SHALL BE GAIL CONTRACTOR. CONCRETE CONTRACTOR. THE MASONRY CONTRACTOR WILL BE A C-29 3. ALL CONSTRUCTION AND WORKMANSHIP WILL CONFORM TO THE APPLICABLE MATERIALS 'CALIFORNIA GOLD.' TEL: 909-279-1095. CONTRACTOR SHALL CALIFORNIA LICENSED MASONRY CONTRACTOR. EDITION OF THE UNIFORM BUILDING CODE. MOCK-UP FOR OWNER AND LANDSCAPE ARCHITECT APPROVAL PRIOR TO 6. THE CONTRACTOR WILL PAY FOR ANY AND ALL PERMITS, FEES, BONDS AND 3. ALL CONSTRUCTION AND WORKMANSHIP WILL CONFORM TO THE CURRENT INSTALLATION. � OBSERVATIONS NECESSARY TO PERFORM AND COMPLETE HIS PORTION OF THE EDITION OF THE UNIFORM BUILDING CODE. 4. THE CONTRACTOR WILL PERFORM ENTIRE WORK IN ACCORDANCE WITH THE WORK. BEST STANDARDS OF PRACTICE RELATING TO THE TRADE AND CAREFULLY PLAN 4. ALL EXISTING FILL SOIL AND DISTURBED NATIVE SOILS ARE TO BE AND LAYOUT THE WORK AS REQUIRED. ACCURATELY SAW CUT AND FIT LUMBER INTERLOCKING CONCRETE PAVERS asa`�°`` r 7. THE CONTRACTOR WILL CARRY ALL WORKMAN S COMPENSATION, PUBLIC EXCAVATED AND REPLACED WITH PROPERLY COMPACTED FILL PER THE INTO THEIR RESPECTIVE LOCATIONS, TRUE TO LINE, GRADE AND LEVEL, AS LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY ALL APPLICABLE STRUCTURAL SOILS REPORT. ALL FILLING, BACKFILLING, RECOMPACTION, ETC., IS INDICATED OR REQUIRED AND PERMANENTLY SECURE IN PROPER POSITION WITH 1 . INSTALLATION: ,,,,, CODES, REGULATIONS AND BY THE OWNER. TO BE ACCOMPLISHED ONLY UNDER THE SUPERVISION OF A SOILS ENGINEER. SPIKES, NAILS, LAG SCREWS, BOLTS, HANGERS, OR OTHER FASTENERS TO MAKE PER MANUFACTURER RECOMMENDATIONS AND PER ICPI TECHNICAL SPECIFICATIONS. 10-31-07 8. THE CONTRACTOR WILL BE RESPONSIBLE TO CONSULT WITH SITE THE WORK SUBSTANTIAL AND RIGID IN ALL PARTS AND CONNECTIONS. SUPERINTENDENT, APPROPRIATE AGENCIES, AND DRAWINGS FOR VERIFYING 5. ALL PIPE SLEEVING FOR DRAINAGE, IRRIGATION AND ELECTRICAL SERVICE, 2. SEALANTS: Nj9 °ate LOCATIONS OF UNDERGROUND UTILITIES, PIPES AND STRUCTURES. TAKE SOLE BENEATH OR EMBEDDED IN CONCRETE OR MASONRY WALLS WILL BE 5. MAKE CONNECTIONS BETWEEN MEMBERS TIGHT, ACCURATE AND SECURE. USE SURE-BOND JOINT STABILIZER/SEALANT ON ALL PAVERS. �� RESPONSIBILITY FOR COSTS INCURRED DUE TO DAMAGE OF SAID UTILITIES IF COORDINATED WITH THE APPROPRIATE SUBCONTRACTORS THROUGH THE OWNER PLACE FASTENINGS WITHOUT SPLITTING WOOD; PRE-DRILL WHEN REQUIRED. CA E PROPER VERIFICATION BY CONTRACTOR WAS NOT PERFORMED. AND APPROVED BY THE OWNER. DRILL BOLT HOLES THE- SAME SAME SIZE AS BOLT DIAMETER. DRILL HOLES FOR LAG 3. MOCK-UP: SCREWS THE SAME SIZE AS THE ADDED BOLT. COUNTERBORE THE SAME DEPTH CONTRACTOR TO PROVIDE 3X3 MOCK UP OF EACH COLOR BLEND AND PATTERN, 9. THE CONTRACTOR IS RESPONSIBLE TO VERIFY WITH THE OWNER'S SITE 6. AGGREGATES FOR CONCRETE WILL BE NATURAL SAND AND ROCK AND DIAMETER AS SHANK TO PROVIDE FLUSH INSTALLATION. TURN LAG SCREWS SEALED FOR OWNER APPROVAL PRIOR TO COMMENCING JOB. SUPERINTENDENT AND LOCAL GOVERNING AGENCIES THE LOCATION AND DEPTH CONFORMING TO ASTM C33. INTO PLACE; DO NOT DRIVE. PROVIDE BOLTS AND LAG SCREWS WITH WASHERS SHEET CONTENTS, OF ALL UNDERGROUND UTILITIES. IF ANY UNDERGROUND CONSTRUCTION OR 7. AGGREGATES FOR MORTAR AND GROUT WILL BE NATURAL SAND AND ROCK UNDER EVERY HEAD AND NUT BEARING ON WOOD. TIGHTEN BOLTS AND LAG UTILITY LINES ARE ENCOUNTERED IN ANY EXCAVATION THE OWNER AND CONFORMING TO ASTM C-144 AND C-404. SCREWS AT INSTALLATION; CAREFULLY RETIGHTEN JUST PRIOR TO THE CONSTRUCTION LANDSCAPE ARCHITECT WILL BE NOTIFIED TO RESOLVE THE CONFLICT. COMPLETION OF PROJECT. 10. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING OTHER 8. CEMENT WILL BE PORTLAND CEMENT CONFORMING TO ASTM C-150, TYPE V. 6. ALL NAILS, CONNECTORS, OR OTHER HARDWARE WILL BE HOT DIPPED NOTES CONTRACTOR'S WORK TO PROPERLY EXECUTE CONTRACTOR'S WORK. GALVANIZED OR CADMIUM PLATED, UNLESS OTHERWISE NOTED. ALL HARDWARE 9. THE CONTRACTOR WILL FURNISH ONE 5-FOOT X 5-FOOT X 3 1/2-INCH WILL BE PAINTED TO MATCH WOOD MEMBERS, UNLESS OTHERWISE NOTED. 11 . PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR WILL VERIFY, AT SAMPLE OF EACH TYPE OF CONCRETE FINISH AND COLOR SPECIFIED IN ON THE CITY OF PALM DESERT THE JOB SITE, ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS DRAWINGS. SAMPLES ARE TO CONTAIN ALL PROPOSED JOINTING. LOCATE THE 7. ALL WOOD WILL BE PRIMED/PAINTED WITH TWO (2) COATS OF PAINT OR AFFECTING THE INTENDED DESIGN OF THE LANDSCAPE WORK. ANY SAMPLES IN A SAFE AND CONVENIENT LOCATION. APPROVED SAMPLES SHALL BE STAINED WITH TWO (2) COATS AS DIRECTED BY THE OWNER AND/OR LANDSCAPE Landscape Inspection Schedule DISCREPANCIES WILL BE REPORTED TO THE OWNER IMMEDIATELY. STANDARDS FOR FINISHES IN LATER CONCRETE WORK. ARCHITECT UNLESS OTHERWISE NOTED ON THE CONSTRUCTION DETAILS. 12. THE CONTRACTOR WILL NOT WILLFULLY PROCEED WITH CONSTRUCTION 10. ALL CONCRETE BLOCK WILL CONFORM TO ASTM C-90, GRADE N. MASONRY CONFORM TO PAINT MANUFACTURER'S PRINTED INSTRUCTIONS AND OPERATIONS WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND GRADE WILL BE LIGHTWEIGHT UNIT FM = 1500 PSI RECOMMENDATIONS, INCLUDING PREPARATION OF SURFACE PRIOR TO BEING 1} Sleeving Grading DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN PAINTED. PROTECT SURFACES NOT TO BE PAINTED. CORRECT ANY PAINTING PROCESS. BRING SUCH CONDITIONS IMMEDIATELY TO ATTENTION OF OWNER'S 11 . MORTAR WILL ASTM C 270, TYPE S RELATED DAMAGES OR, IF REQUIRED, REPLACE DAMAGED MATERIAL AT NO COST a. Sleeve diameter, type, depth and location AUTHORIZED REPRESENTATIVE FOR RESOLUTION. ASSUME FULL RESPONSIBILITY TO THE OWNER. b. Soil surface drainage, elevations and trash (including weeds & rubble) FOR COSTS INCURRED AND REQUIRED MODIFICATIONS DUE TO LACK OF 12. GROUT WILL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AT 8, PRESSURE TREATED LUMBER: ALL WOOD BEARING ON CONCRETE, MASONRY 2) Hardscape / Boulders - Cobble PROVIDING SUCH NOTIFICATION. 28 DAYS. MIX GROUT IN ACCORDANCE WITH ASTM C 94. OR BURIED INTO GRADE WILL BE PRESSURE TREATED DOUGLAS FIR NO. 2 a. Sidewalk and wail layout 13. IF CONFLICTS ARISE BETWEEN ACTUAL SIZE AND LAYOUT OF ANY 13. ALL CEMENT, AGGREGATE, REINFORCING STEEL, STRUCTURAL STEEL, ETC. UNLESS OTHERWISE NOTED. b. Utilities location Revisions CONSTRUCTION ELEMENT ON-SITE AND THOSE INDICATED ON DRAWINGS, THE WILL BE FROM TESTED STOCK. COPIES OF TEST REPORTS WILL BE FURNISHED c. Boulder type, size, weight and placement CONTRACTOR WILL CONTACT OWNER'S AUTHORIZED REPRESENTATIVE FOR TO THE OWNER UPON REQUEST. No. Revision Description: RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN TO OWNER'S 14. ALL CONCRETE WILL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,500 METAL WORK 3) Irrigation System Rough - In City Comments AUTHORIZED REPRESENTATIVE IN A TIMELY FASHION MAY RESULT IN PSI AT 28 DAYS. MAX. WATER CEMENT RATIO TO BE 0.55 - MAX SLUMP TO a. Trench depth and location / 1 . THE CONTRACTOR WILL NOTIFY THE OWNER AND LANDSCAPE ARCHITECT City Comments CONTRACTOR'S LIABILITY TO RELOCATE PLANT MATERIALS OR AT WORST CASE, BE 5" OF ANY DISCREPANCIES BETWEEN THE PLANS, DETAILS AND NOTES. b• Pipe size and class BECOME UNABLE TO CHARGE OWNER FOR PLANT MATERIAL ALREADY PLANTED. c. Pressure test (125 psi for 6 hours) 14. THE CONTRACTOR WILL VERIFY PROPERTY AND LIMIT OF WORK LINES PRIOR 15. LAP ALL BARS IN CONCRETE A MINIMUM OF THIRTY SIX (36) TIMES THE 2. ALL CONSTRUCTION AND WORKMANSHIP WILL CONFORM TO THE CURRENT TO COMMENCING WORK. DIAMETER OF THE REINFORCING BAR (2'-6" MINIMUM) AT ALL SPLICES. LAP ALL EDITION OF THE UNIFORM BUILDING CODE. 4) Plant Material (trees & shrubs) 15. PRIOR TO INSTALLATION, THE CONTRACTOR WILL LOCATE BY STAKES, OR BARS IN MASONRY A MINIMUM OF FORTY (40) TIMES THE DIAMETER OF THE 3. THE TUBULAR STEEL FENCE CONTRACTOR WILL BE A C-23 CALIFORNIA a. Condition OTHER MEANS, ALL CONSTRUCTION ELEMENTS AS DELINEATED ON THE PLANS REINFORCING BAR (2'-6" MINIMUM) AT ALL SPLICES, UNLESS NOTED OTHERWISE. LICENSED TUBULAR STEEL FENCE CONTRACTOR. b. Type FOR APPROVAL BY THE OWNER AND LANDSCAPE ARCHITECT. SPLICES OF HORIZONTAL REBAR IN WALLS AND FOOTINGS WILL BE STAGGERED. 4. ALL STEEL TUBING WILL BE ASTM 500 GRADE A, OR ASTM A501 SEAMLESS. c. Placement 16. THE CONTRACTOR WILL REPLACE OR REPAIR EXISTING MATERIALS THAT ARE AND ASTM 1615, GRADE 60, #5 AND LARGER.REINFORCING STEEL WILL CONFORM TO ASTM A615' GRADE 40 #4 AND SMALLER 5. ALL FENCING AS SHOWN ON THE PLANS AND DETAILS IS INTENDED TO MEET g) Ground Cover (decomposed granite) c+� DAMAGED BY CONTRACTOR DURING PLANTING OPERATIONS. THE MINIMUM STATE AND LOCAL CODES. ALL CONDITIONS THAT DO NOT a Type Dates 06-20-07 16. PROVIDE DOWELED CONSTRUCTION JOINTS WHERE DIFFERENT PAVING TYPES CONFORM WILL BE BROUGHT TO THE OWNERS AND LANDSCAPE ARCHITECTS b• Depth and spacing Drawn By, AEA z 17. THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY ENCROACHMENT ONTO ABUT AND WHEN PAVING WORK STOPPAGES OCCUR. ATTENTION PRIOR TO FABRICATION AND INSTALLATION. < ADJACENT PROPERTY, RIGHT-OF-WAYS, EASEMENTS, SETBACKS OR ANY OTHER 6. PRIMER-COAT PAINT WILL CONFORM TO FS TT-P-86 TYPE II FOR RED c. Compaction Checked -, LEGAL PROPERTY RESTRICTION EITHER MARKED OR UNMARKED. 17. DOWELS FOR WALLS WILL BE SAME SIZE AND SPACING AS THE WALL JTJ 0- REINFORCEMENT AND WILL LAP WITH THE REINFORCING BAR AS NOTED ABOVE LEAD/ALKYD TYPE PAINT OR TO FS TT-P-G45 FOR ZINC CHROMATE TYPE PAINT. 6) Final 18. THE CONTRACTOR WILL BE LIABLE FOR DAMAGE TO ALL UTILITIES Jobe UNLESS NOTED OTHERWISE. 07-1473 j CONSTRUCTION IRRIGATION AND PLANTING ELEMENTS EXISTING OR NEW MARKED 7. TO TOUCH-UP GALVANIZED SURFACES, USE `ALL-STATE' 321 GALVANIZING a. Irrigation: OR UNMARKED, AND WILL REPAIR OR REPLACE ANY DAMAGED IMPROVEMENTS IN 18. ANCHOR BOLTS, DOWELS, INSERTS, ETC., WILL BE SECURELY TIED IN PLACE POWDER (30% TIN, 30% ZINC, 40% LEAD AND FLUX) AS MANUFACTURED BY i) Valves, boxes and wiring Plot Date, 09-26-07 A MANNER ACCEPTABLE TO THE OWNER. PRIOR TO THE POURING OF ANY CONCRETE OR GROUT. ALL EXPOSED STEEL `ALL-STATE' WELDING ALLOYS COMPANY OR EQUAL. !I) Controller operation and schedule WILL BE HOT DIPPED GALVANIZED. Ili) Sprinkler, bubbler and/or drip emitter type, flow rate and Plan Set, A-3 8. MISCELLANEOUS METAL WORK WILL BE FREE OF DEFECTS WHICH IMPAIR 19. PROVIDE ISOLATION JOINTS PER DETAIL AT LOCATIONS WHERE PAVING ABUTS STRENGTH, DURABILITY AND APPEARANCE. quantity per plant 0000 19. WELDING OF REINFORCING STEEL WILL CONFORM TO AWS D12-1 USING BUILDING WALLS, COLUMNS, STEPS, LANDSCAPE WALLS AND OTHER FIXED PROPER LOW HYDROGEN ELECTRODES. 9. ERECT PLUMB, STRAIGHT, TRUE AND ACCURATELY FIX IN PLACE, BRACE, iv) Overall operation � VERTICAL SURFACES. v) As built REINFORCE, AND ANCHOR IN PLACE. GRIND ALL FIELD WELDS SMOOTH. >_ b. Tree staking 20. ENSURE THAT CURVED EDGES HAVE SMOOTH AND CONTINUOUS CURVES. �e. Overcall L � 1803 Z SHEET 4 OF 11 land arc west 3901 Westerly PI.,Suite#E111 NMPW Beach,CA 9M LIC.No.4340 Tel:(949)224-0040 Fax:(949)224-0044 CONSULTANT ,v , e WATER CONCERN, LTD LANDSCAPE IRRIGATION CONSULTING 932 Town and Country Road,Orange,CA 92868 (714) 835-2068 (714)835-2168 FAX V z W � Q 7/7 _ a �— 0 Z V W00 ILL U= _> 0aQ = J Q V W (!3r�—�■■■■■ LIMIT OF WORK W W p B4 B5 J � 0 ca ■ EXIST.2"MAINLINE I �• 4 �• 2 ■ 1 > Q -r -� : I • '� EXIST.VALVES I Wol TIE INTO EXIST. �' ■ PROVIDE STUBS H VALVES AND EXTEND LATERALS TO I FOR FUTURE ■ CONNECTIONS ~ z / PLANTERS AS SHOWN Q ■ ) W ■ ■ Oz z /; C ■ ■ o ,� ■ RY II ` ■ LIMIT OF WORK 43 ems.we 10-s1-07 ft te • •ago` � M REFER TO SHEET L-2.04 THROUGH L-2.08 FOR IRRIGATION NOTES, LEGEND,DETAILS,PRESSURE CALCULATION,AND SPECIFICATIONS. SHEET CONTENTS Bz Izz/ PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL PIPING,VALVE IRRIGATION BOXES,BACKFLOW PREVENTERS,IRRIGATION EQUIPMENT,ETC. SHALL BE LOCATED IN LANDSCAPE AREAS. NO IRRIGATION PLAN 1 EQUIPMENT SHALL BE LOCATED IN HARDSCAPE.LOCATE VALVE BOXES IN SHRUB AREAS ONLY.THE IRRIGATION CONTRACTOR SHALL N.A.P. - SEE APPROVED FLUSH AND ADJUST ALL DRIP EMITTERS AND VALVES FOR OPTIMUM COVERAGE WITH NO OVERSPRAY ONTO WALKS,STREETS,WALLS,OR THE VILLAGE AT OTHER HARDSCAPES/STRUCTURES. EXISTING 2" MAINLINE UNIVERSITY PARK, RETAIL PACKAGE, SHEET L-2.01 PIPE SIZE LEGEND EXISTING SHUT OFF VALVES, TYP. 3/4" EXISTING 1" WATER METER 1J2' iN 1-1/4" EXISTING RP BACKFLOW 1-1/2" 2" Revisions: EXISTING CONTROLLER 'B 2-1/2"' No. Revision Description: City Comments ALL EXISTING EQUIPMENT SLEEVE LEGEND INSTALLED PER THE VILLAGE AT QA (1) 4" SCH. 40 SLEEVE UNIVERSITY PARK, RETAIL © (2) 4" SCH. 40 SLEEVE PACKAGE © (1) 2" SCH. 40 SLEEVE i� • - - Q (2) 2" SCH. 40 SLEEVE (3) 2" SCH. 40 SLEEVE Date: 06-20-07 (1) 2" SLEEVE FOR VALVE WIRES SHALL Drawn By: SH z ACCOMPANY EVERY MAINLINE CROSSING. } _ Checked: JTJ —� i These plans have been reviewed"by the Coachella Valley Water _ District in accordance with Water Code Title 7,Division 1,Chapter 3, Jobs 07-1473 J ' Article 10.8, Section 65597 et seq.requiring efficient landscape and KEY PLAN-NOT TO SCALE irrigation design in cooperation with local governing agency(City or Plot Date: Q County). 08-26-07 0 10 20 40 "Approval of this drawing by CVWD Staff does not constitute A _ approval to encroach into district and USBR Rights-of-Way. Trees, Plan Set: A-3 plants,walls and permanent structures of any kind may not be m 7%=77 planted or installed in CVWD and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. SCALE: 1 -2 0' —0 99 Date Water Management Supervisor }. L - 2 ® 01 U Development Services Supervisor z SHEET 5 OF 11 Q }` EQUIPMENT LEGEND - land .(are + west GENERAL NOTES GENERAL IRR . ATION NOTES TO 1. All main line and lateral line piping and control wires under paving shall be installed in separate sleeves. Main and lateral /, /, CONTRACTOR line sleeves shall be a minimum of twice (2x)the diameter of the pipe to be sleeved. Control wire sleeves shall be of sufficient LANDSCA EXISTING RAINBIRD XC -100-B-COM DRIP CONTROL ZONE KIT WITH 2O0 MESH SCAN size or a require number o-f wires under paving. - - - - - - - Pr�su��#111 1. The irrigation contractor shall obtain a copy of the latest ed' of the Coachella Valley Water District General Landscaping Guidelines Newport Beach,CA 9M 2. Pipe sizes shall conform to those shown on the drawing. No substitutions of smaller pipe sizes shall be permitted,but and Irrigation System Design Criteria". These rules and r ations are incorporated into and made a part of the irrigation specifications, and Ue.No.4s4o substitutions of larger sizes may be approved. All damaged and rejected pipe shall be removed from the site at the time of their provisions shall be carried out by the contractor. ® EXISTING RAINBIRD PEB REMOTE CONTROL VALVE - SEE PLAN FOR SIZE Tel:(gas)224-0040 said rejection. Fax:(949)224-0044 2. Not Applicable. 3. The point of connection and water meter is existing. 3. Anything contained in the irrigation specifications shall notbe construed to conflict with any of the Rules and Regulations or requirements of the 4. The controller is exsting. Contractor to coordinate with University Village owner to access controller prior to making wire same. Irrigation specifications and drawings call for described materials and workmanship, however alternative material and special identification O SPEARS 3/4" BALL VALVE AND 2' OF SALCO PVC TUBING FOR MANUAL FLUSHING connections or timing schedule changes. may be used when approved. 5. All sprinkler heads shall be set perpendicular to finish grade unless otherwise specified. 4. The Irrigation Plan is diagrammatic. All irrigation equipment shown within paved areas is for design clarification only and shall be installed in O TREE BUBBLER - RAINBIRD 1400 SERIES BUBBLER WITH CHECK VALVE - SEE TREE LEGEND CONSULTANT 6. The irrigation contractor shall flush and adjust all sprinkler heads and valves for optimum coverage with no overspray onto planting areas only. AND DETAIL FOR TYPE AND QUANTITY walks, streets,walls,etc. 5. Do not willfully install the sprinkler system as shown on the drawings when it is obvious in the field that obstructions, grade differences or 7. This design is diagrammatic. All piping,valves, etc.,shown within paved areas is for design clarification only and shall be differences in the area dimensions exist. Such obstructions or differences should be notified. In the event this notification is not performed,the �:- installed in planting areas wherever possible. irrigation contractor shall assume full responsibility for any revisions necessary. EXISTING WHITE CLASS 315 PVC PRESSURE MAINLINE - BURIED 24" �t 8. It is the responsibility of the irrigation contractor to become familiar with all grade differences, location of walls, retaining tip; '• '• 6. The sprinkler system design is based on the minimum operating pressure and the maximum flow demand shown on the irrigation drawings at _ walls, structures and utilities. The irrigation contractor shall repair or replace all items damaged by their work. Work shall be each point of connection. The irrigation contractor shall verify water pressure prior to construction. Report any difference between the water J J WHITE SCH 40 PVC LATERAL LINE FOR DRIP IRRIGATION - BURY 9" (MAINTAINED BY JOINT USE) ' = `'`• _ coordinated with other contractors for the location and installation of pipe sleeves through wall, under roadways and paving, - •' pressure indicated on the drawings and the actual pressure reading at the irrigation point of connection. In the event pressure differences are not • • etc. reported prior to the start of construction,the irrigation contractor shall assume full responsibility for any revisions necessary. WHITE SCH 40 PVC LATERAL LINE FOR TREE IRRIGATION - BURY 9" 9. The sprinkler system design is based on a minimum operating pressure as shown on the respective pressure calculation. 7. Automatic controllers shall be of the size and type indicated on the plans and installed where shown. Control wires shall be sleeved in electrical Contractor shall verify water pressures prior to construction. Report any differences between the water pressure indicated on conduit to the mainline. Electrical service to the controller shall be provided by others. It shall be the responsibility of the irrigation contractor to SLEEVE - SCH 40 PVC-TO BE BE MIN 2X PIPE DIAMETER OF PIPE SLEEVED. ALL the drawings and the actual pressure reading at the irrigation point of connection to the owner's authorized representative. make the final hook-up from the electrical outlet to the automatic controller. WIRE SLEEVES TO BE 2" MIN. WHITE PVC - SEE SLEEVE SCHEDULE FOR SIZE 10. Do not willfully install the sprinkler system as shown on the drawings when it is obvious in the field that unknown p LANDSCAPE IRRIGATION CONSULTING 8. All controller wire shall be AWG-UF direct burial type, and all splices and connections shall be made with pentite connectors or approved equal. 932 Town and Country Road,Orange,CA 92868 obstructions, grade differences or differences in the area dimensions exist that might not have been considered in the engineering. Such obstructions or differences should be brought to the attention of the owner's authorized representative. In Each valve on a controller shall have a separate wire color. All wire shall be installed with two feet of extra wire coiled at the end of each wire run. (714) 835-2068 (714)835-2168 FAX A � DENOTES VALVE STATION NUMBER the event this notification is not performed,the irrigation contractor shall assume full responsibility for any revisions necessary. g. Not Applicable.10. Irrigation equipment, including backflow prevention device, shall be installed at the approximate location indicated on the Plan and approved DENOTES FLOW specifications. ecifications.11. All sprinkler equipment not otherwise detailed or specified shall be installed as per manufacturer's recommendations and prior to installation. Installation shall conform to all codes,regulations and manufacturers'specifications. DENOTES VALVE SIZE sp 11. All valves(remote control, ball valve,quick coupler) shall be installed in a precast valve box with Tan locking lid(manufactured by Brooks, 12. The irrigation contractor shall install KBI series adv s(anti drain valves) on all heads in areas where finish grade exceeds Cristy or equal). The lids shall be embossed with 2-inch high initials designating the contents of the valve box (i.e., RVC, BV,QCV,etc.). 4:1,where post valve shut-off draining of the irrigation head occurs or as directed by the owner's authorized representative. 12. All mainline, lateral lines and irrigation wire shall be installed in SCH 40 PVC pipe sleeving where they pass under dirt roads and paved areas. (/1 Mainlines and lateral lines shall be sleeved in SCH 40 PVC pipe twice the diameter of the working line. Irrigation control wire shall be sleeved in �+ SCH 40 PVC pipe 1-inch diameter per ten strand direct burial wire. 13. Irrigation contractor shall guarantee the enitre irrigation system to be free of defects in workmanship and materials before final acceptance.A. CITY OF PALM DESERT V Z All risers shall be SCH 80 PVC pipe. B. All pipe fittings shall be PVC SCH 80,except as noted in Details.C. Use Teflon tape or Teflon pipe dope on all PVC male pipe threads on all sprinkler swing joint valves and on all riser threads. LANDSCAPE INSPECTION SCHEDULE W Ne Q 14. All pressure mainlines shall be buried 24 inches deep,and all non-pressure laterals 9 inches deep. Trench backfill shall be free of any material J that may damage irrigation pipe or equipment. In the event of backfill settlement,contractor shall perform required repairs at his own cost. Q Q 15. The contractor shall not allow or cause any of his work to be covered until it has been inspected,tested and approved. 1 . Sleeving / Grading CL 16. Prior to backfilling irrigation trenches: All mainlines in the system shall be capped and pressure tested at 125 psi for a period = 0 Z of six hours. Any leaks found shall be corrected by removing the leaking pipe or fittings and installing new material in its place. a. Sleeve diameter, type, depth and location Cc >- Z CC CC 17. When the irrigation system is completed,the contractor shall perform a coverage test to ensure complete and adequate coverage of the plant b Soil surface drainage, elevations and trash to W O 0 . root area. The contractor shall furnish all materials and perform all work required to correct inadequacies of coverage at his own cost. g c ILL weeds & rubble) W a � Q _ O0 < 2. Hardsca e / Boulders -Cobble D J Q V p W C a. Sidewalk and wall layout V ll_< > J a W w a� b. Utilities location (n W w c. Boulder type, size, weights and placement (9 J W (3) W � Q _J CO 3. Irrigation System Rough - In 5; Q 00 a. Trench depth and location W C� to -� p r M a b. Pipe size and class a c. Pressure test (125 psi for 6 hours) a Z �C 4. Plant Material trees & shrubs W J a. Condition CC b. Type C c. Placement 5. Ground Cover (decomposed granite) a. Type b. Depth and spacing c. Compaction 4540 U!� 6. Final ^° b-S"7 a. Irrigation: ° I.) Valves, boxes and wiring 9� Dat° ii.) Controller operation and schedule iii.) Sprinkler, bubbler and/or drip emitter type, flow rate and quantity per plant. iv.) Overall operation SHEET CONTENTS IRRIGATION v.) As built b. Tree staking LEGENDS AND NOTES c. Overall Revisions: No. Revision Description: City Comments Date, 06-20-07 Drawn By. SH Q Chocked JTJ _J These plans have been reviewed'by the Coachella Valley Water 0- District in accordance with Water Code Title 7,Division 1,Chapter 3, Job o: 07-1473 J Article 10.8, Section 65597 et seq.requiring efficient landscape and Q irrigation design in cooperation with local governing agency(City or Plot Date. 09-26-07 Il_ County). Approval of this drawing by CVWD Staff does not constitute r] approval to encroach into district and USBR Rights-of-Way. Trees, Plan Set: A-3 plants,walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or right-of-way m without first obtaining an encroachment permit from CVWD. a) Date Water Management Supervisor L - 202 }- ® U Development Services Supervisor W SHEET 6 OF 11 c� aC land arc + west ALL WIRES, LATERALS AND MAINLINE SHALL BE SLEEVED UNDER PAVEMENT FOR WIRE SIZES NO. 14, 1 AND 10 3901 Wearly PI.,Suite#111 FOR WIRE SEES LARGER THAN NO. 10 Newport seen:,CA WWO VEHICULAR AND PEDESTRIAN PAVING. (2) WARNING TAPE LINES: STEP 1 STRIP WIRES APPROX. 5/8" FROM LIC.No.4340 CONTRACTOR SHALL COORDINATE ALL SLEEVING WITH HARDSCAPE SLIP BASE SOCKET OVER END ENDS Tel'(sas)224-OW 1 -ON TOP OF SLEEVE OR MAINLINE Fax:(9Q)224-0044 --♦ (2)WARNING TAPE LINES CONTRACTOR PRIOR TO FORMING TO ENSURE SLEEVES ARE SET. 1 - 12" ABOVE SLEEVE OF WIRES. 1 -ON TOP OF SLEEVE ALL SLEEVES TO EXTEND 12" BEYOND HARDSCAPE SURFACE FINISH GRADE 1 - 12"ABOVE SLEEVE Z61' '. STRIP WIRES APPROXIMATELY 5/8" ---� LATERAL LINE FROM ENDS TWIST ENDS TOGETHER. VEHICULAR OR PEDESTRIAN LINE TYPE LOCATION SIZE DEPTH UNDER PEDESTRIAN PAVING CONSULTANT :.. . _. PAVING - SEE PLAN IN LANDSCAPE PRESSURE < 2-1/2 24 IIIII- — 2 LAYER OF CLEAN BACKFILL STEP 2 <2" 24" _ = TWIST CONNECTOR UNTIL WIRE " 1 APPLY SEALER TO OUTSIDE OF LATERAL LINE SEE LEGEND =>2�� 24" — ENDS REACH BOTTOM FOR TYPE PRESSURE MAINLINE >= 2-1/2" 24" _ _ 90% MIN. BACKFILL RELATIVE MAINLINE UNDER VEHICULAR <2" 30" SEALING PLUG. FILL CAVITY WITH ` LL, IIIII COMPACTION PRESSURE MAINLINE eGei �Q .,: • ' �. , ° IIIIII w PAVING =>2" 30" ti:.'- •• . ...• m IIIII-� m SSSS_ —O 6" MIN. COVER AND 2" BASE UNDER PEDESTRIAN <2-1/2" 24" UNDER VEHICULAR PAVING =IIIII IIII CONTROL WIRE BUNDLE PUT CRIMP SLEEVE OVER WIRE ENDS. OF SAND BACKFILL (IIIII CRIMP SLEEVE AND CUT OFF EXCESS w PAVING =>2-1/2" 24" LATERALS 30" AFTER MIXING CONTENTS OF v 12" MAINLINE - SEE LEGEND FOR _ Q � — 2" LAYER OF CLEAN BACKFILL WIRE. SEALING PACK IN ACCORDANCE TYPE. MAINLINE TO BE IN LANDSCAPE <2-1/2"„ 9„ N IIIIII=IIIIII = NOTES: • PULL BASE SOCKET OVER WIRE END STEP 3 WITH INSTRUCTIONS, CUT 1/2" WATER CONCERN, LTD SLEEVED 2X DIAMETER OF =>2-1/2 9 1. ALL PLASTIC PIPING TO BE SNAKED IN TRENCHES. Z AS FAR AS POSSIBLE OFF END OF PACK AND INSERT LANDSCAPE IRRIGATION CONSULTING LATERAL LINE IIIII � CONNECTOR TO OPPOSITE END. MAINLINE UNDER VEHICULAR <2-1/2 30 2. BUNDLE AND TAPE WIRING AT 10' INTERVALS. 932 Town and Country Road,Orange,CA 92868 PAVING =>2-1/2" 30" =IIII = 3. TIE A LOOSE 20" LOOP IN WIRING AT CHANGE IN (714) 835-2068 (714) 835-2168 FAX CONTROL WIRE BUNDLE IN A - IIIIII=IIIIII=IIIIII= DIRECTION GREATER THAN 30%. UN-TIE ALL LOOPS AFTER PUSH SEALING PLUG INTO SLEEVE - SEE PLAN FOR UNDER PEDESTRIAN <2-1/2" 12" N = I — ALL CONNECTIONS HAVE BEEN MADE, SOCKET BASE SLEEVE TYPE AND SIZE PAVING =>2-1/2" i2" 111111= IIIIII = 4. SEE IRRIGATION SPECIFICATIONS FOR BACKFILL AND STEP 4 COMPACTION REQUIREMENTS. PUSH WIRES TO END OF BASE WRAP OPEN END OF SEALING PACK SOCKET TO ASSURE COMPLETE WITH TAPE AND LEAVE IN RAISED SEALING OF CONNECTION POSITION UNTIL RESIN JELLS. (APPROXIMATELY 8 MIN.AT 72°F.) RAINBIRD PEN-TITE WIRE CONNECTOR Z PIPES UNDER PAVING OR APPROVED EQUAL W TRENCHING WIRE CONNECTORS �c Q aCLa � WHEN MORE THAN ONE GROUP 13- Q Z _ OF SLEEVES EXISTS, LOCATE AT IIIIII III SAME LEVEL SIDE BY SIDE. NO SLEEVE SHALL BE LAYED ON Uj O O IL�III= TOP OF ONE ANOTHER. IIIIII w Q >_ °- oa IIIII= — III Z J U ('e' D Mill 0,IIIIIIIIIII �' °° °g ° V F- W F- °° > ` °�°° °as --a RAINBIRD 1400 SERIES BUBBLER Q W W � IIIIII %YO 4%) 00 °�°o ° (SEE LEGEND FOR TYPE) 0) W C,� W off° o °° 1" IN TURF Q 0) W � ° >x 1-1/2" IN SHRUB • TAN BOLT LOCKING RECTANGULAR J W �P a 9 MULTIPLE PIPES UNDER PAVING __ •a ; oo ° oat o° °b° °o VALVE BOX MARK TV' --i a- Og° TREE LOCATION-REFER "cam 1' C 00 � '-' TO PLANTING PLAN MIN. — > NOTE: ALL BUBBLERS TO BE SET _ _z — III V W — V CLEAR FROM ALL HARDSCAPE `� IIIIII FINISH GRADE (f) M IIIII -1/2" BALL RAINBIRD 1400 SERIES BUBBLER =)IIIII— SURFACES. SPEARS SCH. 40 F ~ — — (SEE LEGEND FOR TYPE) II�IIIII _( FINISH GRADE IIIIII VALVE WITH FxF INLETS �/'� Q Z SCH. 80 PVC RISER SPEARS SCH. 40-1/2" MALE v� Q RAINBIRD ACV-050 CHECK VALVE (IIII IIIIII -- OF -•SCH. 40 PVC ELL ADAPTER MIPTxSOC INLETS W —� s —•MARLEX STREET ELL,TYP. SALCO 1/2" PVC FLEX HOSE FINAL GRADE 2" SCH. 80 PVC NIPPLE ® o12" MIN. DEPTH OF 3/4" -2' MIN. GLUE PVC FLEX �g HOSE INTO SOCKET OF -�-� SEE TREE BUBBLER ON PVC LATERAL LINE SIZE AS CRUSHED GRAVEL o MALE ADAPTER WITH PVC RISER DETAIL(THIS SHEET) NOTED ON PLAN IIII SHRUB LEGEND I I—I 9n ROOTBALL GLUE. (SEE SPECIFICATION) =III I I I III SYMBOL NAME SIZE QTY. EMITTER WATER USE MARLEX STREET ELL II — SCH. 80 T.O.E. NIPPLE — - SCH. 40 PVC SXSXT TEE OR IIIIII III IIIII AGAVE BOVICORNUTA 8 COMMON BRICK * COWSHORN AGAVE 5 GAL 2 PC 05 L — ELBOW AGAVE PARRYI VARIEGATA III=I =III=I I F I I=I I I=I = NOTE: CONTRACTOR WILL FLUSH ALL DRIP SUPPORT ® PARRYS AGAVE 5 GAL 2 PC 05 L — I I=I —I ( I—III— LINES PRIOR TO TURN OVER TO MAINTENANCE III—III— III— �, AGAVE VILMORINIANA 5 GAL 2 PC 05 L rj(r4 OCTOPUS AGAVE E TREE LEGEND THIS SHEET FOR B BBLER TYP ( } U E AND QUANTITY. BOUGAINVILLEA 1 GAL 2 PC 07 MREFER TO PLANTING DETAILS FOR TREE INSTALLATION INFORMATION. ,os,o: ROSENKA BOUGAINVILLEA � oar 1 GAL 2 PC 07 M TREE BUBBLERS TREE BUBBLER ON RISER DRIP MANUAL FLUSH 9� � BARBARA KARST 41F Cp1.�F (D CAESALPINIA PULCHERRIMA 5 GAL 2 PC 05 M VALVE (BURIED) RED BIRD OF PARADISE ODASYLIRION WHEELERI 5 GAL 2 PC 07 L DESERT SPOON SHEET CONTENTS: OTECOMA X 'SUNRISE' S GAL 2 PC 05 L/M SUNRISE , IRRIGATION FOUQUIERIA SPLENDENS MIN 8'HT DETAILS ALL CANES L OCOTILLO MIN 8 2 PC 05 CANES P o° 60 ° HESPERALOE PARVIFOLIA °Qo °° RED YUCCA 5 GAL 2 PC 05 L o$ ° °° ° LEUCOPHYLUM FRUTESCENS °�° o- © ov 0U 0 o°0° 01).)° TEXAS RANGER GREEN CLOUD 05 L/ + 5 GAL 3 PC M ° ° SHRUB LOCATION-REFER TO PLANTING PLAN ° B LEUCOPHYLUM LANGMANIAE RIO BRAVO RIO BRAVO SAGE 5 GAL 3 PC 05 L/M °b°° ° }}y � ° °o ° �8g °° °,Oy�I °'16 °o ° 30" ° J r�On 2 WEDELIA TRILOBATA WEDILIA 1 GAL PC 05 M 5 GAL 1 GAL RAINBIRD PRESSURE COMPENSATING EMITTER WITH 10-32 THREADED INLET.SEE CHART FOR TYPE. FINISH GRADE 2" ® ECHINOCACTUS GRUSONII PC 05 = — C 5 GAL GOLDEN BARREL CACTUS 2 L 9" I ROOTBALL _ RAINBIRD POLYFLEX RISER PFR/FRA DALEA CAPITATA CUT TO LENGTH AS REQUIRED ® SIERRA GOLD 5 GAL 2 PC 05 L a' (.0 —� SCHEDULE 40 TEE SXSX1/2"T C Revisions: I— PVC LATERAL LINE SEE PLAN FOR No. Revision Description: GROUNDCOVER LEGEND = _ — _ — = SIZING , City Comments SYMBOL NAME SIZE QTY WETTED PATTERN -III—III I I III I I=III= UNDISTURBED NATIVE SOIL 84" BOX 48" BOX 36" BOX 24" BOX EMITTER WATER USE. —I�' ' ' i LANTANA MONTEVIDENSIS ROOTBALL OLEA EUROPA WETTED PATTERN 'NEW GOLD' 1 GAL 1 PC 07 M EMITTER PLACEMENT ROOTBALL LANTANA MONTEVIDENSIS 1. IF SHRUB RECIEVES ONE EMITTER PLACE ON UPHILL SIDE OF ROOT BALL. NOTE: SEE SHRUB LEGEND THIS SHEET FOR EMITTER TYPE AND QUANTITY. BUBBLER PLACEMENT PURPLE TRAILING LANTANA 1 GAL 1 PC 07 M � ( ) TRUNK 2. PLACE EMITTERS OUTSIDE OF ROOTBALL. REFER TO PLANTING DETAILS SHEET FOR SHRUB INSTALLATION INFORMATION. VINE LEGEND SHRUB/CACTI EMITTER SPACING EMITTER ON POLYFLEX RISER TREE BUBBLER SPACING Date: 06-20-07 SYMBOL NAME SIZE QTY. EMITTER WATER USE Drawn By: SH � WACFADYENA UNGU(S-CATI CAT S CLAW 15 GAL 1 PC 05 L Checked: JTJ � These plans have been reviewed'by the Coachella Valley Water District in accordance with Water Code Title 7,Division 1,Chapter 3, Job : 07-1473 J Article 10.8, Section 65597 et seq.requiring efficient landscape and Q irrigation design in cooperation with local governing agency(City or Plot Date: County). 09-26-07 *Approval of this drawing by CVWD Staff does not constitute r� _ approval to encroach into district and USBR Rights-of-Way. Trees, Plan Set: A-3 plants,walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. 0 co Date Water Management Supervisor ® 03 U Development Services Supervisor W — SHEET 7 OF 11 Q I f ,t land arc + west THE WATER USE DATA SHOWN BELOW REPRESENTS THE ENTIRE WATER METER#J2 SECTION 02810 - IRRIGATION SYSTEM EXECUTION 16. TESTS City of Palm Desert a. All piping under paved areas shall be tested under a h ostatic pressure of 125 PSI and approved 1. GENERAL 1. INSPECTION SCHEDULE i watertight, prior to the paving operation. Make hydro 'c tests only in the presence of the Irrigation -- - -- - - WASterly PI. e.fte JN„ NERa. errfll s: Contractor shall obtain and pay Isar all permits required for irrigation installation. a. Contractor respons' n Cvnsaitant�nct£itp of Palm Desert - Consultant and-City of-f'a shall Ned untt♦it b®en�nspected, to - - , Water Calculation Chart hours in advance for on-site meetings servations. approved in writing from the City of Palm Desert. Allow l8 hours lead time for pressure testing UC. oCBeae',cA s2� LIC.No.4340 Water Meter t J2 2. AS BUILT DRAWINGS b. As-built drawings must be submitted to the Irrigation Consultant and City of Palm Desert Inspector for inspections. Tel:(W)2244M a. Record accurately on one set of black and white prints (irrigation drawings), all changes in work approval prior to site inspection; no inspection will commence without as-built drawing approval. b. Furnish necessary force pump and all other test equipment. Fax:(94s)224-OW constituting departures from the original contract drawings. Include changes in both pressure and c. When performing the irrigation coverage test, the contractor shall be responsible for having a two-way c. Test all pressure mainlines under a hydrostatic pressure of 125 PSI for a period of six hours. Maximum Water Allowance tnnwAj non-pressure lines. communication system or sufficient personnel, so that the directions from the inspection area to the d. All testing shall be approved prior to the installation of remote control valves, quick couplers, or other Input Zone b. Upon completion of each increment of work, transfer all such information and dimensions to the prints. controller of the system can be readily accomplished. valve assemblies. Record changes and dimensions in a legible and professional manner. When the drawings are REFER TO CITY OF PALM DESERT LANDSCAPE INSPECTION SCHEDULE for timeline of Square Footage Calculations approved, the Contractor shall perform all final as-built drawings. inspections. 17. COMPLETION CLEANING: CONSULTANT c. Dimension from two permanent points of reference (monuments, sidewalks, curbs, pavement). Record a. Upon completion of the work, make ground surface-level, remove excess materials, rubbish, debris, etc., Tree&Shrub Squa re foot 25.550 information on as-built drawings day-to-day as the work is installed. All dimensions noted on the 2. WATER SUPPLY and remove construction and installation equipment from the premises. Turf Square foot 0 drawings shall be 1/4 inch in size. a. Utilize existing water meter and backflt�ily prevention unit installed by C.V.W.D. A Total Square foot C obbleABoulder 0 d. Maintain as-built drawings on site at all times b. Connections to the existing water meth shall be at the meter location shown on the drawings. Minor 18. LICENSE r . Total Waterfeature Square footage 0 Total Landscape Square foot 25,550 e. Show dimensional locations and depths of the following: changes caused by actual site conditieris shall be made without additional cost to Owner. a. All work shall be performed by a C-27, California licensed landscape irrigation contractor. • Point of connection (P.O.C.) c. Any R.P. backflow prevention unit shall be tested by a certified backflow prevention technician and its ' Zone No. Eta WFactor j. Total Conversion Factors Total . Routing of irrigation pressure mainlines operation certified in writing. Landsca Contractor is to arrange and a for all testing and certification Factor Sq.ft. 0. 2 748 INViRA g 9 P P g• � g pay 9 1 67.01 0.6 0 0.62 Ids 0 • Shut-off valves fees. The original written certification lithe backflow prevention unit is to be submitted to the Irrigation END OF SECTION 2 66.82 0.5 0 0.62 748 0 Irrigation control valves Consultant. SEE CITY OF PALM DESERT LANDSCAPE INSPECTION SCHEDULE FOR IRRIGATION 3a 75 0.5 0 0.62 748 o Is Sleeves and pull boxes RELATED INSPECTIONS. WATER CONCERN, LTD 3 b 88 0.5 0 0.62 748 0 4 93.9 0.5 25560 0.62 748 9942980615 3. LAYOUT LANDSCAPE IRRIGATION CONSULTING 3. CONTROLLER CHARTS a. Lay out irrigation heads and make any minor adjustments required due to differences between site and 932 Town and Country Road,Orange,CA 92868 a. As-built drawings shall be provided by the Contractor prior to the preparation of the Controller Charts. the drawings. Any such deviations in layout shall be within the intent of the original drawings and (714) 835-2068 (714)835-2168 FAX Estimated Water Use As-builts shall be drawn on 3 mil sepia mylar of same size as construction documents. approved by the Irrigation Consultant and the City of Palm Desert. THE VILLAGE AT UNNERSIfY PARK PROGRAMMING SCHEDULE DURING ESTABLISHMENT b. The Contractor shall provide two 11 x 17 controller charts for each controller supplied, showing the area b. Lay out all irrigation equipment using an approved staking method, and maintain the staking of approved Total Number of plants ris3 covered by the automatic controller. layout. c. The chart shall be a reproduction of the as-built system drawing. If the controller sequence is not legible c. All layouts in deviation of the design intent shall be approved by the Irrigation Consultant prior to t7DNtRaLLER't3 JOINT USE Number of Pants b water use % of Total Landscane Square Footage when the drawing is reduced, enlarge it to a size that will be readable when reduced. equipment installation. 1 Low 94 0.514 13124.044 TurfRoatinlDepth r 111MCNALP6IECO JAN Pt EARJRR ENJOIN ALM@ 1EPolGT NLM 0EG 2 Low/Mod 10 0.055 1396.175 d. Charts shall be blackline print or computer plot with a different transparent color used to show area of d. Before starting work on irrigation system, determine that work may proceed without disruption of 3 Mod 34 0.186 4746.995 coverage for each station. activities of other trades. EhrubFLe■�nlDepm 1E1eC11ALDALYETa ,N Nr 4/ s s ,1 4 Mod/Hi D 0.000 0.000 DepletienFaeta�r 8p% 5 High o 0.000 0.000 e. When completed and approved, hermetically seal the chart between two pieces of plastic, each piece e. The contractor shall carefully check grades to ensure that the area is safe to begin work. . 6 Low Trees 21 0.116 2931,967 being a minimum of 10 mils thick. f. Contractor is responsible for taking all reasonable investigative actions and precautions, when working V Z 7 LowAlod Trees 22 0.120 3071.585 around any utility system. Underground Service Alert shall be utilized where possible. lot , Te■m�i 8srl$Lfem CvaE1PEREEEIt-TURF N 19 a 11 7 8 Mod Trees 2 0.011 279.235 4. OPERATION AND MANUALS g. Contractor shall be responsible for verMccation of site conditions and minor revisions as approved by the Figs se°°Nt 144i TNRFCttIDPcaeFllslr ® Ia NN AE TE N W Ne �( 9 Mod/Hi Tree 0 0.000 0.000 o Parrrr•rertHiltPant f+9i J 1 o High Trees 0 0.000 0.000 a. Prepare all required and necessary descriptive material in complete detail and sufficient quantity, Irrigation Consultant and the City of Palm Desert to insure 100/o irrigation coverage in all areas. � Apparmt8peoilaOYaatt 1Ai con Pat N�K-NNR1N1 8 4 r 1 4 a 1 Total 183 properly prepared in two individually bound copies. Describe the material installed in sufficient detail to h. In the event that there are changes to the original irrigation drawings a letter will need to be submitted to d Q 2�66o.oDo permit qualified maintenance personnel to understand, operate and maintain the equipment. Each the Irrigation Consultant and the City of Palm Desert. wTIES SHRUBS manual shall include the following: E117117wJ PRECIP RCNITDEPTH HVIGAtlJ Z Cr 8fA PLAIT T"RE �urAe K0 BPNENLHI T'H'E E ICf1A rduE A0E BPKLRffflili �FEBE AkAB'R E Alf JlE JUL AUG NEP 11ar Ei'IM DEG Index sheet stating contractor's address and telephone number. 4. ASSEMBLIES FACTOR law) ire Per V F W O O Plant/lrrigadon System Type: Zone Irr.Eff. Area Seasonal Plant Factor. Duration of guarantee period with guarantee forms. a. Routing of irrigation lines as indicated on drawings is diagrammatic. Install lines (and various + Dee Eftdom iii NfnIMPCiedo Fulani 90% 1]1 00% 4 Ill% 1 1 10 10 1 1 S r ABub/Dri 4 0s 13124 1 Low Shrub � a U- 4 assemblies) to conform to details on plans. Whenever possible, place all irrigation gate valves, remote � �� Low fit NeliNH11 Fr�aw trite 1f1 ffrlf 4 '111i � 11 11 1t 1D N Season Zonal Eto Plant Area Conversion Factors Estimated a Tree liefdlem fib 111816 r 14i1 Fd8m lf% Its 80% 4 25% 7 11 18 12 1D a W J Value Factor sq.ft. 0.62 748 IM.Eff. Water Use 5. SPARE PARTS AND EQUIPMENT control valves, quick couplers, pull boxes, etc. in the shrub planting areas. Irrigation elements drawn in f teal iferirm 130 NalrrwHfl FrENrfr till 1l1 fflh 4 tali 11 18 12 1D a , a Spring 20.69 0.2 13124.04 0.62 748 0.9 50.0 hardsca a areas on the plans are for graphic clad only and intended to be laced in shrub planting I so Ye�rm $so If#MMPCot#ln Not 10% Ill 01% 4 f14i 1 1 / 1 1 1 a. Prepare and deliver to the Irrigation Consultant, prior to the start of maintenance, all required spare parts, p p g p clarity y p p g J mmer 5729 0.2 1312d.04 o.s2 74s 0.9 138.4 Z J Q U i all w�aer 15.97 0.2 13124.04 asz 748 0.9 3ss1 tools and equipment. Spare parts, tools, and equipment shall include the following per water meter: areas. / Tree Ye�rm fif N.wrr Hf1 NaAr iilli 1E1 till 4 ,Ili 4 1 ■ 7 f e OTAL 227.11 b. Do not install multiple assemblies on plastic lines. Provide each assembly with its own outlet. 7 Dw Eteiim fif RehI dpcat n Nam 610%1% Ill 20 4 rule 8 I 1 1 1 ' I 8 r9 YNrm of N dlrllr PIG 8trles Nfrlr fill Ill Nf li 4 11% 8 i 1 E i a � L W � ■ w f 6. GUARANTEE c. Install all assemblies specified herein according to the respective detail drawings or specifications, using p Tret Ife.,m oaf Retold oft FVan bile 111 11% 4 It4A 7 1t 18 12 10 1 I__ r Plant/Irrigation System Type: Zone Irr.Eff. Area Seasonal PlardFactor. a. Submit written guarantee, in approved form, that all work showing defects in materials or workmanship the best standard practices with prior approval. 18 Ire Ifeifm fif Rent 1PC8erde Fdam 1#% 110 11% 4 111,E a 1 10 10 a I Q � W Spa /BiibADri 4 09 1396.1J5 2 Lo%dMod Shrub 91 Tree ifmirm $so Naldrlad Hit Fulani 'lilt Ill 10% 4 25% 7 11 Is 12 10 8 � W Season Zonal Eto Plant Area Conversion Factors Estimated will be repaired or replaced at no cost to the Builder or Developer contracted with the Landscape d. Assemble brass pipe/fittings and plastic pipe/threaded fittings, using Teflon tape applied to the male W W +2 Derr IAelaum 1i1 1elr11r1PC8redo Fr1am 11fli 1]1 !f% 4 111% 8 1 10 10 a 1 Q vdue Factor sq. l]s2 748 Ira.Eff. Wateruse Contractor for period of one 1 year from date of acceptance b the Irrigation Consultant. threads only. (� p ( ) Y P Y 9 18 Tree McArm i s$ Retold M I Fd 11m l flrr l f 1 14% 4 'N1% 7 1t to 12 10 1 /�� ing 20.69 0.35 1396.175 0.62 748 0.9 9.31 b. The guarantee form shall be written onto the Contractor's letterhead and contain the following 14 Oro Etedlrm fif ItO dPCSON" Frdl8m 11% 171 00% 4 111111E 1 1 10 10 1 1 � Q W Vr W mer 57.29 0.35 1396.175 os2 748 0.9 25.7 all AAkter 15.97 0.35 1396.175 0.62 746 0.9 7.1 information. (Shown as an example only) 5. LINE CLEARANCE 11 11f J OTAL 422 a. All lines shall have a minimum clearance of 4 inches from each other and 24 inches from lines of other 18 of D J a- co Guarantee for Irrigation System trades. Is We herebyguarantee that the irrigation system we have furnished and installed for Project Name, Tract b. Do not install parallel lines directly over one another. LU V CO Plant/krig anon System Type: Zane Irr.Eff. Area Seasonal Plant F actor g g Spray/HublDrip 4 us 4746.995 3 o- -hrub-- Number 11111 Lot Number 1 is free from defects in materials and workmanship, and the work has been r Co CO Q Season Zonal Eto Plant Area Conwislon Factors Estimated completed in accordance with the drawings and specifications, ordinary wear and tear and unusual 6. TRENCHING THE VILLAGE AT UNIIIERSFY PARK PROGRAMMING SCHEDULE DURING MATURITY le- Value Factor t. 0.62 748 irri.Eff. Water Use abuse, or neglect expected. We agree to repair or replace an defects in material or workmanship which a, Di trenches and support pipe continuous) on bottom of trench. La pipe to an even grade. Pipe shall Spring .69 0.5 4 4 0.62 748 0.9 45. 9 P 9 P P Y P 9 PP P P Y Y P P g P H Z Summer 5729 0.5 a7d6.996 a.s2 74s o.s 125.2 may develop during the period of one (1)year from date of acceptance and also to repair or replace any be snaked from side to side to allow for expansion and contraction. Trenching excavation shall follow coNrttDLIJ:R'B'JalHr USE � Q Q all-Vfter 15.97 0.5 4746.995 0. 22 748 0.9 34.91 damage resulting from the repairing or replacing of such defects at no additional cost to the Developer. layout indicated and as noted. Where lines occur under paved area, these dimensions shall be OTAL 20537 We shall make such repairs or replacements within a reasonable time, as determined b the Developer, considered below sub-grade. W J P P Y P g TurfRaetirl Depth 4• 1El81ANALPr1NCla JA1 FEE EAR APR NAT1'JN JtL A119 1EP arse 1a DEG PlantArrigadon System Type: Zone Irr.Eff. Area Semonail Plait Factor after receipt of written notice. In the event of our failure to make such repairs or replacements within a b. Provide the following minimum covers: 8hmb R0atn1 Depth 7• 1ERI NALDALYEle .18 Jr AD 8f 81 .11 S r 1BubMil 4 03 0=0 4 ModAii h Shrub reasonable time after receipt of such written notice from the Developer, we authorize them to proceed to i. Pressure mainlines (Common area) 24 inches 0epletien Factor 89% season Zonal Eto Plant Area Conversion Factors Estimated have said repairs or replacements made at our expense and we will pay for the costs and charges ii. Non-pressure lines (Common area)12 inches Value Factor ft. 0.62 748 Irri.Eff. Water Use iii. Control whin Common areas 24 inches soil Type flelWry) irrlPlarm iGrIE1®rot�t-TORE 4 1 11 /t 8 4 0 0.62 748 therefore upon demand. g ( ) mer 5729 0.65 0 0.62 748 0.9 FeUCfpaakr Huai TUfFCROPCOEFFICIENT No im dd Ti Ai Fall-Winter 15.97 0.65 0 0.62 748 0.s Project Name: Name Owner: Developer's Name Here 7. BACKFILLING PermenteltPoint i% TOTAL o.o a. Initial backfill on all lines shall be of a fine granular material, not larger than 1/2 inch diameter. Jpparant8peeilaDrraVkV 110 1CV EN Pat INEM Ru// e 4 1 I f 2 Landscape Architect: Land Arc West b. Compact backfill to dry density equal to 95% compaction, conforming to adjacent grades without dips, RUN TOM Plantfirrigation Systern Type: Zone Irr.Err Area seasonal Plant Factor: sunken areas, humps, or other irregularities. S ub'Dri 4 0.9 0.0W 5 Hi h Shrub NICRC XJ PRIC P Roar DEPTH IRR18 AJ season Zonal Eto Plart Area Estinated Tract Numbers) Lot Number(s) c. Provide sand backfill a minimum of 4 inches over and under all piping under paved areas, and a ETA PLANT T11PE Ntatrusw Ko 1PRMKLERTWE MICR CUIIJIrE FMCR jafff3 NPKLREFRQ Ibl P. JfN FEB MAR APR NAVAIN JUL AUG 1EP 0tx NCE DEG Value Factor sq.h. 0.62 748 Irr.Eff. water Use minimum of 2 inches on all other piping. t 0dp Norm fit HAWNPC8a1es Full 111% Ill f#%6 1 11Her 1 1 1a 10 1 7 Sprig 20.69 0.8 0 0.62 748 0.9 Signed. Title: Date: d. If settlement occurs and subsequent adjustments in pipe, valves, irrigation heads, turf or other plantings, 2 tee Lfar iii Rd%*d 01 Full No trite 1f1 11% 1 21% 7 11 1a 12 1D a Surrmer 57.29 0.8 0 0.62 748 0.9 or other construction are necessary, the contractor shall make all required adjustments without cost to a In Ifeiim iii Nfhlyd W 1 Full Mile 111% Ill 1Ili 1 26% 7 11 18 1t 10 N tAL.IAk� Fall-Winter 15.97 0.8 0 0.62 748 0.9 4 Tee 1Nlirm fif Aaltlld 101 Fu18ln 10% Ill 10% 1 29% 7 11 18 12 10 1 � 484 TorAL o.o Address: the Owner. i 1dp IMlirm f if Ra1111N PC aYde1 FdfAr i fli ill f!l& 1 E Ili a i / 8 i 4 a tee Ileum f if N ak*d 18 1 lam 10% 1 f i 11% 1 11% 4 a a 7 8 E TREES Telephone: 8. FLUSHING THE SYSTEM 7 Ddp Velum $if RrwrrPcmmes NoM 111i Ill fill 1 119A a 1 1 1 1 4 10-81-07 a. After all irrigation pipe lines and risers are in place and connected, and prior to installation of irrigation I Ndp malmm IS$ NoWidPC>iMo N/Ar ffli Ill 11% 1 110E a 1 0 a 1 4 Plarltlirrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor: 1 ° S ub/orl 4 0.75 =1.967 6 Low Tree heads, the control valves shall be opened and a full head of water used to flush out the system. Ddp f m oil NelrifP 1l1 E Full 1r1% Ill 00% 1 1tllL 7 a 1a 1t 1D 8 +D lrrp Ileum oil RaIMN FC 8ialel Fu18tn 'Nf li Ill f !llfi 1 11 fair 1 1 11 1/ 1 T Sa,.snn Zonal Eto Plart Area CnnvPrsnnFartnrs Fstinated PRODUCTS b. Sprinkler heads shall be installed only after flushing of the system has been accomplished where all Value_ Factor sq.ft. 0.62 74E Irr.Eff. Water Use P Y g Y P +1 ?ee Ileum fif RelrlYdl+lt Full am Nlli 11i till 1 tali 7 11 98 1t 10 1 9pd�g 0.62 743 1 debri has been flushed out of the system and to the complete satisfaction of the Irrigation Consultant. 12 blip kimbm fif R■INIMPCallles Ful&m Till Ill 10% 1 1110E 1 1 11 1D a 7 Summer 20.69 0.2 2931.967 0.s2 7as 0.75 37.1 1. GENERAL PIPING is vat ileum Iso I01drd 101 Full Min 'till tar 10% 1 full 7 11 18 12 10 a Ott-Winter 15.97 0.2 2931.967 0.62 746 0.75 10.351is a. Domestic water pipe (Pressurized mainline and laterals) shall be extruded of an improved P. V. C. virgin 9. UNDER EXISTING AND/OR PROPOSED PAVEMENT: 1s 0dp Ifeirm fio NawdPC8al1a Full so 'f tc no lfl 1 f% e 1 11 to 1 7 TOTAL 60-8 pipe compound featuring high impact strength. Confirm to ASTM D-1784 or D-2241 to meet the a. Trenches located under areas where paving, asphaltic concrete or concrete will be installed shall be t1 111% PlamtArrigatlonSystem Type: Zorn Irr.W. Area Seasonal Plant Factor: requirements of cell classification 12454B for pipe. Compound shall have a 2,000 P. S. I. hydrostatic backfilled with sand and compacted in layers to 95 % compaction, using manual or mechanical tamping 1e ;1 SHEET CONTENTS: S ubMd 4 0.75 3071.586 7 Law Mod Tree design stress rating. Pipe shall be white in color. devices. Trenches for piping shall be compacted to equal the compaction of the existing adjacent season Zonal Eto Plart Area Convers on Factors Estinated b. Pipe materials shall be used as follows: undisturbed soil and shall be left in flush with the adjoining grade. The irrigation contractor shall set in IRRIGATION Value Factor sq1. 0.62 748 Irr.Eff. Wa'.erUse 1. Lateral lines: Schedule 40 solvent-weld PVC. 3/4" and above unless otherwise noted. place, cap and pressure test all piping under paving prior to paving work. Spnng 9 0 0.62 748 4. P P P P�P� g P 9 P P g ArrrrmPr 57.29 0.35 3071.585 ns? 74R 0.75 68.o b. Piping under existing pavement may be installed by jacking, boring, or hydraulic driving. However, no SPECIFICATIONS Fall-Winter 15.97 0.35 3071.585 0.62 740 0.75 18.9 2. PLASTIC PIPE FITTINGS hydraulic driving will be permitted under asphalt paving. TOTAL 111.E a. Solvent weld pipe, extruded of an improved PVC. virgin pipe compound featuring high impact strength. c. Provide a minimum cover of 18 inches between the to of the i e and the bottom non- ressure i in AND P•P P 9 P P P 9 9 P 9 P P'P P piping g PlantArrigation System Type: Zorm Ire.Err Area Seasonal Plant Factor: Confirm to ASTM D-1784 or D-2241 to meet the requirements of cell classification 12454B for pipe. (laterals) installed under asphaltic concrete paving. IRRIGATION PRESSURE CALCULATION TABLE SCHEDULES S ubMdp 4 0.75 279.2M 8 Mod Tree Compound shall have a 2,000 P.S.I. hydrostatic design stress rating. d. Sleeves shall be two times the diameter of lateral line, mainline, and wire bundle size, and a minimum of Senon Zonal Eto Plart Area Convers on Factors Estinated b. All pipe and fittings shall bear the following markings: Manufacturer's name, nominal pipe size, schedule 2 inch size. Install separate sleeves for each use. Water Meter No. J2 Size 1" Sprig Value Fodor oq.ft2 5 0.62 748 Ire.Eff.0.75 Wtter Uo°3.1 or class, pressure ratingP.S.I., NSF, and date of extrusion. e. Under public roads, all mainlines and lateral piping must have a minimum cover of 36 inches from the to ' P p P 9 P Elevation of Meter 177.0 Surrmer 57.29 0.5 279.235 0.62 748 0.75 8. c. Make solvent cement joints for plastic pipe and fittings as prescribed by the manufacturer and shall be of the pipe to the bottom of aggregate base or per local code. Static Pressure 95.0 psi Fall-Winter 15.97 0.5 279.235 0.62 7aa 0.75 2A low-volitile. f. Secure permission from the Irrigation Consultant before cutting or breaking existing pavement, and/or if Torsi 14.5 Source of Information Joseph Cicchini -RBF Consulting d. All PVC. fittings shall be Schedule 40 PVC. and shall be injection molded of an approved PVC. fitting existing pavement is city sidewalk, notify the City of Palm Desert. All necessary repairs and Phone Number 760-346-7481 Plant/Irrigation System Type: Zone Irr.Eff. Area seasonal Plant Factor: compound featuring high tensile strength, high chemical resistance, and high impact strength. Fittings replacements shall be approved by the Irrigation Consultant and Owner at no additional cost to the pate of Information 6/30/2000 apr ubMd 4 0.75 0.000 9 ModfitighTree shall conform to ASTM D-1784, and meet the requirements of cell classification 12454B. Where Owner. season Zonal Eto Plart Area Convers on Factors Estinated Basis for Calculation Longest Run/Highest Elevation/HighWFlow Value Factor sq.ft. 0.62 748 Irr.Eff. Water Use threads are required in plastic fittings, these shall be injection molded also. Spriig 20.69 0.62 748 Type: Spears, Lasco, or approved equal. 13. TREE IRRIGATION Surrmer 57.29 0.65 0 0.62 748 0.75 e. All threaded nipples shall be standard weight Schedule 80, with molded threads. a. The tree bubblers shall be nozzles constructed out of heavy duty plastic, configured for use with 1/2" Remote Control Valve B4 Size 1" Fall-Winter 15.97 0.6i5 0 0.62 748 0.75 ,TOTAL o.o f. Nipples on pressurized mainline shall be Sch. 80 Thread One End (T.O.E.) with the threaded side male threads. Demand 4 GPM attached to the FIPT device and the SLIP end attached to the pressure mainline with a SLIP coupling. b. Bubblers shall utilize check valve under nozzle to prevent low head drainage. Elevation of highest head 172.0' Revisions. Plant/irrigation System Type: Zone Ire.Eff. Area seasonal Plant Factor: g. Use 3/4 inch size Teflon tape on all threaded ends. c. Bubblers are pressure compensating full circle pattern. Spr ubffid 4 0.75 0.000 10 High Tree Type: Rain Bird 1400 series QTY. SIZE ITEM PSI LOSS No. Revision Description: Gerson Zonal Eto Plart Area Conyers on factors Estinated Value Factor sq.ft. 0.62 748 Irr.Eff. Water Use 3. VALVE BOXES 1 1" Water Meter 0.80 , City Comments Sprig 20.69 0 0.62 748 a. Round valve boxes shall be 10 inch diameter x 10 inch high constructed of rigid polyolefin, chemically 14. ADJUSTING THE SYSTEM 1 1" Backfow Prev. 12.00 Fall-Winter57.29 0.8 0 0.62 748 0.761inert plastic, with 6 inch CL. 160 PVC. extension sleeves where required. Valve boxes shall have locking a. The contractor shall flush and adjust all irrigation heads and valves for optimum performance and to 3 2" Gate Valves 0.50 TorAL o.o plastic covers. eliminate over spray onto walks, roadways, buildings, walls and other structures. 1 1.25" Master Valve 4.30 b. Valve boxes and covers shall be tan in color. Heat brand box lid with the appropriate identification b. If it is determined that adjustments in the irrigation equipment do not provide adequate coverage, contact 1 1 Flow Sensor 1.00 Total Tree And Shrub ss�.77 letters. the Irrigation Consultant so that adjustments can be made, prior to any planting. Type: Round: Carson 910 320' 2" Mainline 0.06 Plantllrrigation System Type: Zone Ire.Eff. Area Seasonal Plant Factor: YP 1 1" Automatic Control Valve 2.50 s r ub/Dri 4 0.6 0 11 Turf Type: Rectangular: Carson 1419 15. COVERAGE TEST Season Zonal Eto Plart Area Convers on Factors Estinated c. Identification letters or numbers shall be 2 inch high and heat branded onto the box cover. Identification a. When the irrigation system is completed, perform a coverage test in the presence of the Irrigation AVG. Lateral Line Loss 3.00 Valu5 factor sq.it. 0.G2 740 Irr.Cff. Water Use shall be as indicated on the detail drawings. Consultant to determine if the plant and tree material is recieving complete and adequate water. Fittings Loss (10%) 2.42 Spri-ig 20.69 0.76 0 0.62 748 0.6 g Surrmer 57.29 0.6 0 0.62 748 0.6 d. Heat branding shall be accomplished using branding irons specifically designed for this purpose. Heat b. Complete Irrigation application must be accepted by the Irrigation Consultant. Furnish all materials and Elevation Change -2.2 Fall-Winter 15.97 0.76 0 0.62 748 0.6 branding shall not weaken or in any way puncture the valve box cover. perform all work required to correct any inadequacies of application due to deviations from the plans or TOTAL 0.0 Date 06-20-07 � e. Round valve boxes shall be used for shut off valves, quick coupler valves. where the system has been willfully installed as indicated in the drawings, when it is obviously inadequate Total System Losses 24 psi Total Turf 0.00 f. Rectangular valve boxes shall be used for remote control valves, master control valves, drip control or inappropriate, without brin in this to the attention of the Irrigation Consultant. This test shall be Drawn B $H Z g pbringing g Pressure Required to operate head 30 psi y Q valves, drip pressure regulator/wye filter assemblies, flow sensors, and pull boxes. accomplished before any plant material is planted (excluding trees). Checked.- JTJ -J Plalltllrrlgation System Type: Zone Irr.Eff. Area Seasonal Plant Factor: Waterfeature 4 1 0 12 Moving Total Pressure Required 54 psi These plans have been reviewed`by the Coachella Valley Water Season Zonal Eto Plart Area Convers on Factors Estinated Lowest Static Pressure Available 95 psi District in accordance with Water Code Title 7,Division 1,Chapter 3, Jobs 07-1473 J Value_ Factor sq.ft. 0.62 748 Irr.Eff. Water Use 4. MISCELLANEOUS EQUIPMENT Article 10.8, Section 65597 et seq.requiring efficient landscape and Spri ry 20.69 1.2 0 0.62 748 1 Pre-set Regulated Pressure 63 psi irrigation design in cooperation with local governing agency(City or Surrmer 57.29 1.2 0 0.62 748 1 a. Gravel: All gravel used in valve boxes shall be washed crushed gravel of approximately 3/4 inch size. Plot Date 09-26-07 F- Fall-Winter 15.97 1.2 0 0.62 748 1 No pea gravel shall be used. Residual Pressure 32 psi our TOTAL o.00 b. Identification tags with numbers are required on all valves. *Approval of this drawing by CVWD US Staff does not constitute approval to encroach into district and USBR Rights-of-Way. Trees, Plan Seta iA-3 plants,walls and permanent structures of any kind may not be Total Waterfeature 0.00 Type: Christy Tags (yellow background with black lettering) planted or installed in CVWD and USBR easements or right-of-way m without first obtaining an encroachment permit from CVWD. Total Estimated Water Use 661.77 Date Water Management Supervisor L - 2mO4 U Development Services Supervisor Z SHEET 8 OF 11 1 p : -- t u Mk IL { - s -. 7 • s � Ir F land arc + west 44 t4 ill, 163 61 Scientific Way F *Wne,CA 92616 *' TREE LEGtND UC.Na:4340 Tel:(949)224-0040 l SYMBOL NAME QTY. SIZE REMARKS WATER USE Fax:(949)224-0044 KOELREUTERIA PANICULATA � - GOLDEN RAIN TREE - 2 24" BOX STANDARD SINGLE TRUNK M E SHRUB LEGEND CONSULTANT I W, SYMBOL NAME QTY. SIZE REMARKS WATER USE _--• ' - AGAVE BOVICORNUTA 3 5 GAL 4'-0' O.C. L 5 , . O COWSHORN AGAVE ; ® AGAVE PARRYI VARIEGATA 13 5 GAL 2'-0" O.C. L PARRYS AGAVE - OAGAVE VILMORINIANA OCTOPUS AGAVE 2 5 GAL 5'-0' O.C. L HESPERALOE PARVIFOUA O 10 5 GAL 4—0 O.C. L M 4 RED YUCCA DASYLIRION WHEELERI ` . 3 5 GAL 6'-0" O.C. L DESERT SPOON ECHINOCACTUS GRUSONII 16 5 GAL 3'-0" O.C. L GOLDEN BARREL CACTUS N.A.P. - SEE xPROVED ) � ' THE VILLAGE TILT GROUNDCOVER LEGEND UNIVERSITY PARK, SYMBOL NAME QTY. SIZE REMARKS WATER USE LANTANA MONTEVIDENSIS ASSESSMENT DISTRICT ® ® 5 1 GAL 6'-0" O.C. M ' NEW GOLD PACKAGE, SHEET L-2.01 ROCK LEGEND SYMBOL NAME QTY. REMARKS z DER MINUS LL PLANTING LEAS Q / COMPACTED DEPTH A TO BE WETTED SEE CONSTRUCTION MATERIAL SCHEDULE AND VIBRA PLATE Q. 3 6 DIA. COBBLE ROCK MULCH SEE CONSTRUCTION MATERIAL SCHEDULE (L Q x a >- Z Z Z 2'-3* BOULDER 12 SEE CONSTRUCTION MATERIAL SCHEDULE OULD IM 0 O SEE CONSTRUCTION MATERIAL SCHEDULEmom) LL // ✓° 3—4 BOULDER 3 � PLANT COUNT IS PER SHEET PLANTING NOTES. Q ' ;► , 1. ALL FUTURE PHASE AREAS DISTURBED BY GRADING SHALL BE COVERED WITH 2" �- 5y ;, / / ► LIMIT OF WORK % r. H 0 PREVENT SOIL EROSION DUE TO MASS GRADING. SEE PLANTING PALM MULCH T �.� W NOTE SHEET, uaW co C'3W 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PLANT COUNTS PRIOR ' �' ■ {} j "{ _® ® / TO BIDDING OR BEGINNING ANY CONSTRUCTION WORK. ANY DESCREPANCIES SHALL 0) W ■ ____. _ i ® BE BROUGHT TO THE ATTENTION OF THE OWNER/LANDSCAPE ARCHITECT. h i J �- lo 3 3. ALL LANDSCAPE AREAS SHALL DRAIN TO THE AREA DRAIN AT MIN. 2%. Q 1 v 4. THE CONT4CTOR SHALL OBSERVE THE FOLLOWING PLANTING REQUIREMENTS FOR f � Q ��''/ - ■ , .� � EXISTING TREE TO BE REL ;,� � s�r'quraut�.i ALL TREES. ;, s YJ ■ ■ ER CITY OF PALM DESERT A. NO TREt SHALL BE CLOSER THAN 5'-0- TO A WALL, FENCE, OR BUILDING. Q �' t FOR POTS AND PLANT MATERIAL SEE SHEET L 3 02 ~ Z O � Q ;' / t 6. TREES AVAILABLE THROUGH CLAUDIA CALLIGARI — 949.766.7457 -- - ,- -- - - t (SEE PLANTING NOTES SHEET FOR CONTRACTOR RESPONSIBILITY).��� � � � � ■� � S G SHW ea i ■ IL O 7. ALL LANDSCAPE MATERIAL SHALL BE PLACED TO AVOID CONFLICT WITH SITE UTILITIES. am- / I' l ■ laVl t" %j i, ■ : ■ / 3 - V 1 B is 77 / ■ ■ ■ ■ ■ ■ � ■ ■ ■ w ■ tw LUT OF WORK 4� , el/ A -� *NOTES , EXISTING PLANTING NOT - 10-31-07 t� al Date , F f YET APPROVED TO BE 1 Date PROTECTED IN PLACE. 9 � 1 / � /;,�; � ;� ,, �. , ;�< � ; / ;� CONTRACTOR SHALL REPLACE ALL EXISTING _- PLANTING MATERIAL SHEET CONTENTS DISTURBED DUE TO , CONSTRUCTION. PLANTING - PLAN N.A.P. - SEE APPROVED G THE VILLAGE AT UNIVERSITY PARK, RETAIL ► T PACKAGE, SHEET L-3.01 - -- t g{ ReVisionsl I � No. Revision Description: , CityComments -'4 ® City Comments w r '' ,> � r Date, 06-20-07 11 _ Drawn By, AEA t Checked, JTJ _ , 0 a Job as 07-14E73 KEY PLAN-NOT TO SCALE Plot Date 09-26-07 F 0 10 20 40 '— Plan Set` A-3RIC SCALE: 1 =20 —0 L � 3 . 0 99 SHEET 9 OF 11 r, �1 ORGANIC TWINE BY NURSERY PREVAILING WIND FROND NODE BASE/PINEAPPLE land arc + west s t W/OBLONG CONFIGURATION. ® t 1 O3 PALM TRUNK TO BE STRAIGHT AND PLAN VIEW WIDTH PER .CONST. PLAN INSTALLED VERTICAL(PLUMB). ® NATIVE SOIL BACKFILL ® FINISH GRACE - LEGEND: 16361 Scientific Way 2 Irvine,CA 92618 5 ROOTBALL —� TREE - CENTER r�r PIT. LIC.No.4340 .� t m 2 TREE TIES. VIT PRODUCTS, Tel:(949)224-0040 O ( CINCH TIES Z CS 1 © FINAL GRADE 1 OR EQUAL, TEL: (800) 729-1314). Fax:(949)224 0044 W .'tip PLANT PIT BACKFILL 100% 3 2" DIA. X 10' LODGE POLE PINE STAKE 1— — 0 O o I �' ( _ 3 WASHED PLASTER SAND. W 3 2 (2 TYP.) KEEP CLEAR OF ROOTBALL. SEE op w I / \ �. \ \ ( ® UNDISTURBED NATIVE SOIL ' a SPECIFICATIONS. " ---� _ - CONSULTANT .( m _= a a v O WATERING BASIN. HOSE.' MAINTAIN AFTER m N 4 GROUNDCOVER 6" CLEAR FROM TREE TRUNK. - - 5 FINAL GRADE. 0 � Z o w ��• j : C!P 3 0 = = I O BACKFILL SHALL BE NATIVE SITE SOIL +, H\ / \ I = ONLY. m 8 n3 4 O UNDISTURBED NATIVE SOIL. 4 0  5 w —— O SET TOP OF ROOTCROWN FLUSH WITH _ x — FINAL GRADE AND SLOPE FOR = W I ( I DRAINAGE. cV - 6 _ (La ROOTBALL j / ___ 6 NOTE: USE ONLY IF NECESSARY 11— 11=1 I !I 11=1 11=1 I = I I— 11=1 1=1 11=1 I I I I -1 I I=1 I I—III-1 I I—III—III—III—III—IIIIII—i 11—� I I—i I I—I I — o I=' ' '- o J W , I=1 I I I I=1 I I i — _ — �� -ii1=1I I►I-Ii = I 1 I —III III=III �L=1 I7.: O1 STAINLESS STEEL AIRPLANE CABLE. I-)I III III-1 I I= ((= I 8 NOTE: I I I I ► I l I I—I 1=1I I III I I = 1 . ALL BACKFILL TO BE WATER I --- Q2 7 3/8 DIA. X 2 LONG EYE BOLTS—DRILL & , ,III III;III=1 I JETTED DURING PLANTING FM SET WITH PLASTIC HOLLOW WALL ANCHOR. FOR MAXIMUM STABILITY. �3 EXISTING WALL OR FENCE. 6" 6 0 Z SECTION OOTB LL 2. PALM TO BE PLANTED AT ® FINAL GRADE OR SURFACE. N.T.S. VERIFY SAME DEPTH FROM FIELD, 3X ROOTBALL DIAMETER uj Y � J a ■ a � 0 Z SCALE: 1/2 =V-0" — r N.T.S. �' jr 6 VIN CABLE 4 PALM TREE PLANTING' DETAIL 1 TREE PLANTI DOU I�E STAKE TO 24 /36 BO _002.dwg Z D—VineCable.dwg w O O LL ILL Q _ 0 J < UJ — J � w � Wow w 0) w CURB 2 Zj 1 > ' amp VW � . . o = Ma o Z 6 2 3 '4 . ..• UJI J • ..a w� Z • Zo< W g __ —_ • , Z -III—III I . • . . : crw Q w Ld I—Ir—�r- : . t I— J Q Z > 4 3� 0= z a og^ • ', ••• .�• • • • W LL W Lei. I I ( S L :;.:.: EQUAL II � • ' ON-CENTER SPACING . • ' - •, :.,:. ( , 3 00 5 BUILDING 3 X ROOTBALL DIAMETER PLAN VEW (� VINE. TRIANGULAR SPACE PLANT MATERIAL PER SPACING 43a INDICATED IN THE PLANTING LEGEND. O 2" DEEP WATERING BASIN. SEE SPECIFICATIONS. O2 SIDEWALK, CURB OR HEADER. SET SHRUB NOTES: EDGE TEN INCHES (10") FROM EACH. �0- "I Date O FINAL GRADE. e Da A. SET VINE AS CLOSE TO BACK SURFACE OF O BUILDING EDGE SET SHRUB EDGE EIGHTEEN INCHES (18") N Date Q- ® BACKFILL SHALL BE NATIVE SITE SOIL ONLY PIT AS POSSIBLE. FROM BUILDING. 9� U5 UNDISTURBED NATIVE SOIL. B. ALL VINES SHALL BE TIED TO SUPPORTING OP CA�-�F WALLS AND FENCING. CONTRACTOR SHALL © SET TOP OF ROOTCROWN AT FINAL SECURE VINES TO WALLS AND FENCES W/ GRADE AND SLOPE FOR DRAINAGE. VINE SUPPORTS. C. ESPALIER VINE ONTO WALL/FENCE. SHEET CONTENT& 7 N.T.S. PLANTING VINE PLANTIM D—VINE.DWG 2 PLANT SPACING DETAILS O PLANT SHRUB WITH ROOTBALL CROWN ABOVE FINISH GRADE AND SLOPE FOR DRAINAGE. AVOID PLANTING SHRUBS DIRECTLY IN FRONT OF IRRIGATION SPRAY HEADS TO PROVIDE CLEARANCE WHEN POSSIBLE. O 3" HIGH WATER RETENTION BASIN TO BE REMOVED PRIOR TO THE END OF THE MAINTENANCE PERIOD. 1 O1 BOULDER - SEE PLAN U3 FINAL GRADE. Revisi0ns® U2 FINISH GRADE ® BACKFILL SHALL BE NATIVE SITE SOIL No. Revision Description- ONLY. 2 O 3 95% COMPACTED O UNDISTURBED NATIVE SOIL. City Comments ) X SUBGRADE o 0 City Comments < a 60� • cn 3 �40 10 00 o= 4,• NOTES: of A. BACKFILL MATERIAL SHALL NOT HAVE N -�I I-I 1= I I -III=1 I I=�I , • de "� •d 1 PARTICLES GREATER THAN 1/2��. _w ' '-1 I I=1 11= - - III=1 I I-III- a� , ,� o � �'• 2 =1 11=1 11=1 I III-III-III; �� I I-11 I-1 I I-1 I I-III=1 I i=1 I I=1 I I=1 I I=III- NOTE: LOCATE BOULDER NO 3 Date, 06-20-07 ' '-III-III-III-III-III-III-III-I 11- �� � �. =1 II I, ,I I I� it I Il II I_II it I Il it I►- MORE THEN 30 — � Drawn By, AEA ABOVE GRADE. — I , I I_ Chocked, JTJ CL SECTION m 07-1473NTS 10" , :,; _i 4 =1 I ':. • ::. . 11= 5 Plot Date, 09-26-07 F- -1 I I=1 I I=1 I I 111= 6 1 Plan Set, A-3 II II �_III ICI—III I a� 3x ROOTBALL W DIAMETER L - 3 . 02 >, SECTION - BOULDER INSTALLATION SHRUD PLANTING N.T.S° SHEET 10 OF 1� 8 5 D-SHRUB.DWG _ 1 T OWNI'S CONSTRUCTION WORK RESPONSII!(TIES& 23. THE CONTRACTOR WILL NOTIFY THE LANDSCAPE ARCHITECT IN SUFFICIENT TIME 2. THE GENERAL CARE AND MAINTENANCE OF ALL AREAS WILL BE IN COMPLIANCE TO PERFORM A SPECIFIED SITE OBSERVATION TASK. INSUFFICIENT NOTIFICATION OF WITH THE CITY OF PALM DESERT MAINTENANCE GUIDELINES. land a r C + west 1. THE OWNER IS DIRECTLY RESPONSIBLE FOR ALL ASPECTS OF CONSTRUCTION. TIME GIVEN TO THE LANDSCAPE ARCHITECT MAY REQUIRE THE SITE VISIT TO BE ALL FIELD MEETINGS SHALL BE INITIATED BY THE CONTRACTOR AND COORDINATED TO CANCELED, OR POSSIBLY, MAKE CONTRACTOR RESPONSIBLE TO COMPENSATE THE 3. ANY WEED GROWTH THAT APPEARS IN PLANTING AREAS DURING THE w THE LANDSCAPE ARCHITECT THROUGH THE OWNER. THE ROLE OF THE LANDSCAPE LANDSCAPE ARCHITECT AND CITY OF PALM DESERT FOR OVERTIME. THE page MAINTENANCE PERIOD WILL BE REMOVED AT TEN 10 DAY INTERVALS. THE Land Arc +West,June29,2005, ARCHITECT IS TO BE IN A POSITION TO SUPPORT AND PROVIDE THE OWNER WITH ( ) -'-CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT university village,Project No.03-1170 CONTRACTOR SHALL REMOVE SUCH CONCENTRATIONS OF WEEDS INCLUDING THEIR 16361 Scientific Way INTERPRETIVE ADVICE ONLY IN ACCORDANCE WITH THE CONTRACT AND OBSERVATION FORTY-EIGHT 48 HOURS 1N ADVANCE TO SCHEDULE THE FOLLOWING SITE VISITS: �� > km, In &ik l.,a... Soil condirrnttirr and so amendment will increase the tonne,CA 92618 SCHEDULE AS NOTED. ( ) ROOTS BY HAND OR IN A MANNER ACCEPTABLE TO THE OWNER AND LANDSCAPE g ARCHITECT. NOTE: CULTIVATION OF GROUND COVER IS NOT ACCEPTABLE. ouscamablepldatiu.udensity. LIC.No.4340 A. A CONTRACTOR PRE-CONSTRUCTION "KICK-OFF" MEETING Tel:(949)224-0040 2. THE OWNER WILL BE RESPONSIBLE FOR DETERMINING PROPERTY LINES, 'Recommendations RIGHT-OF-WAYS, TRACT BOUNDARIES, GRADES, EASEMENTS, UTILITY LOCATIONS B. WEED ABATEMENT EFFECTIVENESS 4. THE CONTRACTOR WILL TAKE THE NECESSARY STEPS AS DISCUSSED WITH Ct..FAlvup t'Clean up construction debris and masonry material. Remove the Fax:(949)224-0044 (ABOVE AND BELOW GRADE) AND ANY OTHER LEGAL OR PHYSICAL ELEMENTS AS OWNER TO ELIMINATE ANY RODENTS THAT ARE CONSIDERED PROBLEMATIC. top 2 inches or concrete stag,trash, paint resides;etc, Highly contaminated areas from concrete washings and paint washings will need to be river excavated and removed. REQUIRED FOR THE SUCCESSFUL COMPLETION OF THE WORK. CONTRACTOR WILL C. FINE GRADING AND PLANT MATERIAL LAYOUT APPROVAL. THE .� Remove soil high its gravel, i.e. where gavel is over 50% such as in planters in NOT BE PERMITTED TO PROCEED WITH ANY WORK WITHOUT DETERMINATION OF THE OWNER AND LANDSCAPE ARCHITECT WILL APPROVE PLANT MATERIAL 5. THE CONTRACTOR WILL KEEP THE PREMISES IN A NEAT AND CLEAN CONDITION. ,parking lot cutouts and near the footings of walls. ABOVE INFORMATION. TYPE AND QUALITY• LOCATIONS OF ALL PLANT MATERIAL• BACKFILL ANY SURPLUS MATERIALS AND DEBRIS WILL BE REMOVED FROM THE SITE. ; RIPPING Are as 5 where the soil is net rCada t otaliilable need to be ripped- 'Cross-rip y per- CONSULTANT MIX AND FINE GRADE PRIOR TO ANY PLANTING WORK. ip the soil on lh-inch centers to a minimum depth of 1.2 inches, 2 teet deep is 3. THE OWNER WILL PROVIDE ROUGH GRADE TO WITHIN 1/10TH OF ONE FOOT 6. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE better. FROM FINISH GRADE. D. PROGRESS VISITS-PERIODIC INSPECTIONS WILL BE PERFORMED PROTECTION OF ALL PLANTING AREAS THROUGHOUT THE DURATION OF THE TILLAGE After approximate fitushed gtade has been established, rototill the BY THE LANDSCAPE ARCHITECT DURING CONSTRUCTION OPERATIONS MAINTENANCE PERIOD. ANY DAMAGED AREAS WILL BE REPAIRED AT THE soil as deep as practical hnf at Icast 6 nichcr:. Reduce soil Old,, ro a maximum diameter 4. THE OWNER IS RESPONSIBLE FOR CONSULTING WITH THE LANDSCAPE ARCHITECT TO INSURE CONFORMANCE TO PLANS AND SPECIFICATIONS. ' of l inure c rite top c� inches. txr not du overly debris soils, they are not r than. Optimum CONTRACTORS EXPENSE. moisture content is,partially damp. Remove debris and cknds larger that r htcit in FOR ALL DISCOVERED DISCREPANCIES IN SITE CONDITIONS, DRAWINGS OR diameter r:rom this top 6 inches. SPECIFICATIONS PRIOR TO CONTINUING WORK IN THE DISCREPANCY AREA. ANY E. FINAL WALK-THROUGH/PROJECT SUBSTANTIAL CONFORMANCE- Fsnow; atc><emimmmitim Itirt1w use ofAviService li UNREPORTED DISCREPANCY AND CONTINUED WORK WITHOUT WRITTEN AUTHORIZATION THE OWNER AND LANDSCAPE ARCHITECT WILL VERIFY ALL WORK 7. THE CONTRACTOR WILL EDGE AND MOW TURF TO A HEIGHT OF +1/2 INCH NoftekM211x which am bawd on the Wallace Lab f eporto5- FROM THE OWNER AND LANDSCAPE ARCHITECT WILL BE AT THE CONTRACTOR'S RISK UNDER THE CONTRACT FOR COMPLETENESS PRIOR TO STARTING THE WHENEVER THE TURF REACHES A HEIGHT OF 1 INCH. t�9. i sa €olrtedt wra�� NNo.03ll0rVort e'er le AND EXPENSE. MAINTENANCE PERIOD. f r�tt 8. THE CONTRACTOR WILL RE;E7U sme.��noN 5. ALL QUESTIONS RELATING TO INTERPRETATION OF THE DRAWINGS AND G. MAINTENANCE OBSERVATIONS-THE OWNER AND LANDSCAPE - N�TD �"Ft" IRTY (30) DAYS OF MAINTENANCE�®R ! 'a"mlf°r°ah'b`°'eca't4ru�°f°rgatxictt°tt lt>t; 'rq'tarefxtar n This 1mmo3dme>nt will consist oft yard of Agri service's flog Blend and 3 yards SPECIFICATIONS, QUALITY OF WORK, AND FULFILLMENT OF THE CONTRACT ARCHITECT WILL INSPECT THE PROJECT TO INSURE CONFORMANCE QNWA blooded price todelivay. Thm blend lw the antricift called lbrIn the wil im port, 9. FINAL ACCEPTANCE WILL BE GIVE qV E E N D �mommcndation added for a complete p"law witmix.The above apphatttiknt ratm supply DOCUMENTS WILL BE DECIDED BY THE OWNER AND LANDSCAPE ARCHITECT. WITH THE MAINTENANCE SPECIFICATIONS PRIOR TO RELEASING THE FOR ALL P 0TH1� r � RMINATION HAS OCCURRED AND reEblbwiogtoaxthl tlUOaquatetlixtofsoil: PROJECT TO THE OWNER. ES LISHMENT HAS BEEN OBTAINED. . 4yulds tganicameodmem LANDSCAPE ARCHITECT'S REQUIRED FIELD spoundsinkmM 4 pomids phmphoric acid and 8 pomft ofpotash both dowrek me from#ll 24. NO SITE VISIT WILL BE SCHEDULED PRIOR TO COMPLETION OF ALL PREVIOUS MR"tmdilmmodiatoIlyavau"fronutaomtuaral.fe ttbwr � OBSERVATION WORK& PUNCH LIST ITEMS, UNLESS COMPLIANCE HAS BEEN WAIVED BY THE OWNER AND SPECIAL PLANTING NOTE, • 9 iOottnasrnt Spov�non sult'ur 1. THESE LANDSCAPE ARCHITECTURAL CONSTRUCTION DOCUMENTS WERE PREPARED LANDSCAPE ARCHITECT. FAILURE TO ACCOMPLISH THE TIMELY EXECUTION OF lofiivlitsolllovatwltb�,ZlnC,lrciganeae>ltonCappetandMa FOR THE OWNER WITH THE UNDERSTANDING THAT THE OWNER WILL USE LAND ARC PREVIOUS PUNCH LIST ITEMS AND PREPARING ADEQUATELY FOR THE NEXT SITE VISIT 1. ALL AREAS DESIGNATED ON THE PLAN TO RECEIVE SODDED TURF SHALL BE AS lgtatcttaf=h=d4aasac 9f1om WILL MAKE THE CONTRACTOR POTENTIALLY LIABLE FOR REIMBURSING THE LANDSCAPE FOLLOWS: 1.tf toWy incorporate dw abttvt ttplateWs inoo ft soil to a WEST TO PROVIDE FULL CONTRACT SERVICES INCLUDING CONSTRUCTION ARCHITECT FOR HIS LABOR AND REIMBURSABLE EXPENSES. NO FURTHER SITE VISITS de-pth of six iwhm OBSERVATION. FAILURE TO USE LAND ARC WEST TO COMPLETE THE CONSTRUCTION WILL BE MADE UNTIL OUTSTANDING CHARGES HAVE BEEN PAID TO THE LANDSCAPE TIFGREEN 328 SOD AVAILABLE FROM: P+ mr-ACIIINrr Leach the soil and t Attie the alk-alintty. Lower the pH to less OBSERVATION SERVICES SET FORTH HEREIN WILL SIGNIFICANTLY INCREASE THE RISK ARCHITECT BY THE CONTRACTOR. dwn 8.0. If the plant palette is not sensitive to alkalinity, the leaching eanoecor after• OF LOSS RESULTING, FROM MISINTERPRETATION OF THE DESIGN INTENT, WEST COAST TURF plwlitl;;if the:soil has good drainage. Z UNAUTHORIZED MODIFICATIONS, AND FAILURE TO DETECT ERRORS AND OMISSIONS IN 25. THE CONTRACTOR WILL BE RESPONSIBLE AND LIABLE FOR ANY LOSS TO 88-200 AVE. 58 TUNS PLANTING Prepare planting pits nutrwHy twice as wine as the rootball.s. The THE PLANS AND SPECIFICATIONS BEFORE THEY BECOME COSTLY MISTAKES. IN THE THERMAL CA 92274 walis and bottom of die planting pits should not have compacted soil except under the Y EQUIPMENT, PARTS AND MATERIALS ON THIS PROJECT UNTIL COMPLETION AND roollbalt.if neccssA loosen e�sail by scarifyingthe wil surface EVENT THAT LAND ARC WEST DOES NOT COMPLETE THE FIELD OBSERVATION ACCEPTANCE OF THE JOB IN WRITING FROM THE OWNER. TEL: (760) 340-7300 -� SERVICES AS DESCRIBED HEREIN, THE OWNER, OR SUBSEQUENT OWNER (INDIVIDUALS ROLE B"boxed tree AUGE tl s and'sltrubs tS pticnta find larM,auger a hole in a FAX: (760) 340-7345 a txtrrter of t3te plantitW pit at least eight inches in diameter and extending at least six OR CORPORATIONS WHO HAVE PURCHASED THESE PLANS WITH THE PROJECT), ti19Ct deep fruttt the base o£the jllAntltlg pit into nort�COtnpaCtCd Suil. 26. THE CONTRACTOR WILL GUARANTEE ALL WORK AS TO MATERIAL AND � (... Q Z AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND LAND ARC WEST FROM AND AGAINST ANY AND ALL CLAIMS. WORKMANSHIP FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL 2. THE CONTRACTOR WILL EDGE AND MOW TURF TO A HEIGHT OF +1/2 INCH }• Z a: a: ACCEPTANCE OF PROJECT. THE CONTRACTOR WILL PROVIDE A WRITTEN GUARANTEE WHENEVER THE TURF REACHES A HEIGHT OF 1 INCH. SoH Analyses Plant Analyses Water Analyses e W HIS LETTERHEAD AT THE FINAL INSPECTION. 0 0 CONTRACTORS RESPONSIEM (TIES 3. THE SOLE SOURCE SUPPLIER FOR ALL TREES SHALL BE CALLIGARI AND ASSOCIATES. a: 2 U- LL 21622 HONEYSUCKLE STREET W 27. THE CONTRACTOR WILL PROVIDE A WRITTEN CERTIFICATION THAT THE PLANTING TRABUCO CANYON CA 92679 1. THE CONTRACTOR WILL FURNISH ALL MATERIALS, LABOR, TRANSPORTATION, WORK IS INSTALLED IN FULL COMPLIANCE WITH THE CONTRACT DOCUMENTS. ANY APPROVED SUBSTITUTIONS OR DEVIATIONS FROM THE PLANS OR SPECIFICATIONS WILL TEL: (949) 766-7457 < ' 0 Q SERVICES, AND EQUIPMENT NECESSARY TO INSTALL LANDSCAPE PLANTING AS SHOWN Land Arc +'West,June29,2005,page Z J V CONTACT: CLAUDIA CALLIGARI University Village,Project No, 03-1170 ON THE DRAWINGS AND AS SPECIFIED HEREIN. BE NOTED. THIS CERTIFICATION WILL BE ON THE CONTRACTOR'S LETTERHEAD WITH 0 � J HIS SIGNATURE AND CALIFORNIA C-27 CONTRACTOR'S LICENSE NUMBER. 4. TREES TO BE PROCURED BY CLAUDIA CALLIGARI. OWNER SHALL PURCHASE BAeiC>~tLL MIX Blend the following materials into clean excavated soil or leached � � � W � � 2. ALL FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS GOVERNING THIS soil. Remove debris,rocks and foreign material. Soil clods should not exceed I inch in > WORK ARE HEREBY INCORPORATED INTO AND MADE PART OF THESE PLANS. WHEN TREES. CONTRACTOR SHALL PROVIDE ALL OFF LOADING, INSTALLATION AND diameter. Excessivegravelshouldnotbepresent.Ratesarepercubicyard: � J < W � 28. THE CONTRACTOR IS REQUIRED TO SUBMIT TO THE OWNER AND LANDSCAPE WARRANTY OF ALL PLANT MATERIAL. W THESE PLANS CALL FOR CERTAIN MATERIALS, WORKMANSHIP OR A LEVEL OF 'Ur"formaldishyde(3840)- 1/3 pound CONSTRUCTION THAT EXCEEDS THE LEVEL OF FEDERAL STATE OR LOCAL ARCHITECT A COMPLETE LIST OF REQUIRED CONTAINER AND GROUND COVER Potassium sulfate("-50)- 1/3 pound W Q 0 MATERIAL. THE LIST WILL INCLUDE EACH TREE, SHRUB AND GROUND COVER; THEIR 5. PALM MULCH AS INDICATED ON PLAN IS AVAILABLE FROM THE FOLLOWING Triple superphosphate(0.45-0)- 1/4 pound 0 C0 REQUIREMENTS, THE PROVISIONS OF THESE PLANS WILL TAKE 'PRECEDENCE. BOTANICAL AND COMMON NAME; EACH REQUIRED QUANTITY AND SIZE; THEIR AGRI-SERVICE, INC. Gypsum- I pound W 0) W 30 SOUTH MELROSE SUITE 341 Organic amendment- 20%by volume NURSERY SOURCE LOCATIONS AND NURSERY SALES PERSON TO CONTACT; THEIR J 3. ALL WORK WILL BE PERFORMED BY A C-27 CALIFORNIA LICENSED CONTRACTOR. VISTA, CA 92083 J a SPECIFICATIONS AS TO HEIGHT, SPREAD AND TRUNK CALIPER AT ONE FOOT (1 ) TEL: (760) 643-4041 i�l�u ABOVE GRADE (FOR TREES). A DIGITAL OR 35 MM REPRESENTATIVE PHOTO OF EACH Tinian&eel:3DmdCobrlsunkCompostbleWv ltsnppfyft�ttzal tt , Q 4. THE CONTRACTOR WILL PAY FOR ANY AND ALL PERMITS, FEES, BONDS AND CONTACT: MARY MATALVA bytlr Wall onM woLabswhenusedasdescribede3oft3rcttbove OBSERVATIONS NECESSARY TO PERFORM AND COMP REQUIRED TREE WILL ACCOMPANY THE SUBMITTAL. UPON RECEIPT AND ACCEPTANCE � WV � J COMPLETE HIS PORTION OF THE WORK. OF PHOTOS, THE LANDSCAPE ARCHITECT SHALL SUBMIT THE PHOTOS TO THE CITY 6. PHOENIX DACTYLIFERAS TO BE BOUGHT WITHIN THE COACHELLA VALLEY FROM. = M YOUNG N YOU & SONS w" prepared son OF PALM DESERT FOR REVIEW AND APPROVAL PRIOR TO PURCHASE AND DELIVERY IBacTs to the slightly a with the . If 1 and angered hole e �. 0 a 5. THE CONTRACTOR WILL CARRY ALL WORKMAN'S COMPENSATION, PUBLIC LIABILITY 81-910 ARUS ST. used. The root flare needs to be slightly above grade. If a basin is used, it should be AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY ALL APPLICABLE CODES, ORGANIC AMENDMENT TREES TO THE SITE. THIS LIST WILL BE REQUIRED WITHIN FIFTEEN (15) DAYS INDO, CA 92201 used temporarily.Standing water at the base of the trunk is undesirable. REGULATIONS AND BY THE OWNER. FROM THE DATE THAT THE CONTRACT WAS AWARDED. TEL - (760) 347-7906 < Z 6. THE CONTRACTOR WILL BE RESPONSIBLE TO CONSULT WITH SITE LANDSCAPE CONTRACTOR'S SCOPE OF WORK ME „t M son.AIEF"M is t,ncauY aoetrosTec OMM rA►rm W ttttttJ SUPERINTENDENT, APPROPRIATE AGENCIES, AND DRAWINGS FOR VERIFYING LOCATIONS OF UNDERGROUND UTILITIES, PIPES AND STRUCTURES. TAKE SOLE RESPONSIBILITY 1. PRIOR TO PROCEEDING WITH ANY WORK UNDER THIS CONTRACT, THE Other humusspeefications FOR COSTS INCURRED DUE TO DAMAGE OF SAID UTILITIES IF PROPER VERIFICATION CONTRACTOR WILL REMOVE ALL ROCKS, WEEDS, DEBRIS, AND OTHER EXTRANEOUS 1. Humus material shall have an ash content of no less than 6% and no more than BY CONTRACTOR WAS NOT PERFORMED. MATERIAL FROM THE JOB SITE AND DISPOSE OF IT OFF-SITE IN A SUITABLE AND 20%- LAWFUL MANNER. 2. The pH of the material shall be between 6 and 7.5. CITY OF PALM DESERT 3 The salt content shall be less than 10 naillimholcm 0 25°C.on a saturated paste 7. THE CONTRACTOR IS RESPONSIBLE TO VERIFY WITH THE OWNER'S SITE extract. SUPERINTENDENT AND LOCAL GOVERNING AGENCIES THE LOCATION AND DEPTH OF 2. UPON COMPLETION OF ALL IRRIGATION WORK IF THERE IS EVIDENCE OF WEEDS Landscape Inspection Schedule 4. Boron content of the saturated extract shall be less than 1.0 parts per million. ALL UNDERGROUND UTILITIES. IF ANY UNDERGROUND CONSTRUCTION OR UTILITY LINES ALL PLANTING AREAS SHALL BE SPRAYED WITH A SYSTEMIC HERBICIDE, CLEARED 6. Calciumcarbon content acidIWI note present shall to esapplis than so%. 6. Calcium carbonate shall not be present if to be applied an alkaline sails. ARE ENCOUNTERED IN THE EXCAVATION OF PLANTING HOLES, ALTERNATIVE PLANTING AND GRUBBED OF SURFACE WEED GROWTH, AND SHALL BE WEED FREE PRIOR TO 7, Types of acceptable pmducrs are composts, manures, mushroom composts, LOCATIONS MAY BE SELECTED BY THE OWNER. PROCEEDING WITH ANY PLANTING WORK. 1)Sleeving Grading straw,alfalfa,M. low in salts,low in heavy metals,free from weed seeds,free a. Sleeve diameter,type,depth and location of pathogens and other deleterious materials. b. Soil surface drainage, elevations and trash (including weeds& rubble) 8. Composted wood products are conditionally acceptable [stable humus must be 8. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING OTHER CONTRACTORS 3. THE CONTRACTOR WILL ESTABLISH FINISH GRADE A MINIMUM OF SIX INCHES present). Wood based products are not acceptable which are based on red wood 2)Hardscape/Boulders-Cobble or cedar. WORK RELATED TO PROPER EXECUTION OF CONTRACTOR'S WORK. (6") BELOW THE FINISH FLOOR OF BUILDINGS. THE CONTRACTOR WILL BE a. Sidewalk and wall layout •91 Sludge-based materials are not acceptable if the soil already has a high level RESPONSIBLE FOR SMOOTH EVEN FINISH GRADES AT BUILDINGS WALKS, OTHER b. Utilities location (toxic level)of zinc,copper or other heavy metals based on soil analyysis, \ 9. THE CONTRACTOR WILL NOT WILLFULLY PROCEED WITH PLANTING OPERATIONS 10. Carbownitrogen ratio is less than25:1. PERMANENT OBJECTS AND LIMITS OF WORK. ALL CHANGES IN GRADE SHALL BE a Boulder type,size,weight and placement I.I. The compost shall be aerobic without malodorous presence of decomposition ��`` ACjr- WHEN IT IS OBVIOUS THAT UNKNOWN DESTRUCTIONS AND GRADE DIFFERENCES EXIST BLENDED UNIFORM VERTICAL CURVES. ALL AREAS TO BE PLANTED IN TURF WILL BE ..products. p � as o THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN PROCESS. BRING SUCH a) Irrigation System Rough-In 12. The maxim= article size span be 0.5 inch, 80% or wore s1W1 9 Ys g p pass a No. 4 / CONDITIONS IMMEDIATELY TO ATTENTION OF OWNER'S AUTHORIZED REPRESENTATIVE SMOOTHED TO THE OWNER'S SATISFACTION. OBJECTS SUCH AS ROCKS, DEBRIS, a. Trench depth and location screen, e FOR RESOLUTION. ASSUME FULL RESPONSIBILITY FOR COSTS INCURRED AND CLODS OR OTHER EXTRANEOUS MATERIAL WILL BE STOCKPILED AND REMOVED. b. Pipe size and class lO-St-o7 C. Pressure test(125 psi for 6 hours) et Date REQUIRED MODIFICATIONS DUE TO LACK OF PROVIDING SUCH NOTIFICATION. 4. THE CONTRACTOR WILL BE RESPONSIBLE FOR DRAINAGE IN ALL PLANTING AREAS 4)Plant Material (trees&shrubs) N Data `Q- 10. THE CONTRACTOR WILL OBTAIN A LETTER OF FINAL GRADE CERTIFICATION FROM IN ACCORDANCE WITH THE PLANS, DETAILS, AND SPECIFICATIONS AT A MINIMUM 2% a. Condition Sail Analyses Plaint Analyses Water Analyses THE OWNER PRIOR TO BEGINNING PLANTING OPERATIONS CERTIFYING THAT ROUGH GRADIENT. b. Type c. Placement � CALIF GRADES ARE WITHIN 1/10TH OF AN INCH FROM SPECIFIED FINISH GRADES. ENSURE 5. THE CONTRACTOR WILL USE ON-SITE SOIL FOR ALL LANDSCAPE B THAT FINISH GRADE ELEVATIONS OF PLANTING AREAS ARE SET AT PROPER _ 5)Ground Cover (decomposed granite) ELEVATIONS RELATIVE TO PAVING FINISH SURFACE ELEVATIONS, UTILITY COVERS, AND MOUNDING. WHEN ON-SITEIIALI�/�p� , OIL WILL MEET THE a. Type LatKt Arc west,Tune 29,200s,page 4 F ONS PPRR '@DIED BY WALLACE LABORATORIES, SEE SOILS b• Depth and spacing lend A7-ity Village,June 29,20.03pa170 CURBS. c, Compaction SHEET CONTENTS& REPORT: 11 . PLANT MATERIAL, I.E. TREES, SHRUBS, VINES AND GROUND COVERS, MUST BE SILT PLUS CLAY CONTENT OF THE IMPORT SOIL SHALL NOT EXCEED 6)Final Maximurn total permissible pollutant concentrations in amendment in parts per APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. 20% BY WEIGHT WITH A MINIMUM 95% PASSING THE 2.0 a. Irrigation: million on a dry weight basis: s 1) Valves, boxes and wiring arsenic 20 copper I50 selenium 30 PLANT MATERIAL INSTALLED WITHOUT OWNERS AUTHORIZED REPRESENTATIVES THE SODIUM. 6TTIOLPP KB NOT EXCEED 6.0 MM. ii) Controller operation and schedule mt mjunt Is lead 100 silver- 10 PLANTING APPROVAL MAY BE SUBJECT TO REMOVAL AND REPLACEMENT WITH RELATED COSTS AND THE ELECTRICAL CONDUCTIVITY (ECE) OF THE SATURATION III) Sprinkler, bubbler and/or drip emitter type,flow rate and chromium 106 mcrcwy 10 winadium 200 INCURRED BY CONTRACTOR. EXTRACT OF THIS SOIL WILL NOT EXCEED 3.0 MMHOS. CM AT 250C. quantity per plant cobalt 50 molybdenum 60 zinc 300 NOTES / Iv) Overall operation nickel 100 12. THE CONTRACTOR WILL BE RESPONSIBLE TO FURNISH PLANT MATERIAL FREE OF PESTS, POOR CONDITION, OR DISEASE, INCLUDING PRE-SELECTED OR PRE-TAGGED v) As built b. Tree staking Kigher amounts of salinity or boron may be present if the soils are to be e. Overall preleached to reduce the excess or it'the plant species will tolerate the salinity PLANT MATERIAL PROVIDED BY OWNER. THE BORON CONTENT OF THIS SOIL WILL BE NO GREATER THAN andlor boron. 1 PPM AS MEASURED ON TH RATIO There are three materials which will decrease the hard-setting of alkaline sandy soils- 13. THE CONTRACTOR WILL MARK THE LOCATIONS FOR ALL SHRUBS AND TREES �. gypsum and linear polyacryiamide. Polyacrylamide will increase the EITHER BY FLAGGED GRADE STAKES INDICATING PLANT TYPE AND SIZE OR THE r ` S OF THE IMPORT SOIL WILL organic matter, BE SUBMITTED TO THE SOIL LABORATORY FOR ANALYSIS PRIOR utateria] cost per 1,000 square feet by about$50.00. It can be used if rite owner-would ACTUAL PLANTS THEMSELVES FOR THE OWNER'S REVIEW AND APPROVAL PRIOR TO TO IMPORT ON SITE. orea co die best growth wnditions or if there are known growth problems in the local PLANTING. WALLACE LA-BORAT ORMS are 6. ALL PLANT MATERIAL WILL BE OF A SIZE, CHARACTER AND QUALITY WHICH 365 Coral Circle For site maintenance: 14. SOIL TESTING- 1 COMP, SAMPLE/5 ACRES-AGRICULTURAL SUITABILITY TEXT-REQUIRED TEST TO BE COMPLETED AND CITY APPROVED BEFORE PLANTING MEETS THE ACCEPTED INDUSTRY STANDARDS (ARIZONA NURSERY AS A MINIMUM) phone (3 El) Segundo, CA 90245 61"116fax tj31o) 640-6863 Apply ureaformaldehyde (38-0-0) at 8 pounds per 1,000 square feet twice per year- FOR THAT PLANT AND WILL BE FREE FROM INSECTS, THEIR EGGS, DISEASE, WEEDS, Apply agt-icultitral gypsum at$pt»nnds per 1,000 square feet twice a year.- 15. IF CONFLICTS ARISE BETWEEN ACTUAL SIZE OF PLANTING AREAS ON-SITE AND OR OTHER DETRIMENTAL CHARACTERISTICS. June 29,2005 Monttor the site with periodic soil testing- Apply potassium and phosphorus it'needed THOSE INDICATED ON DRAWINGS, THE CONTRACTOR WILL CONTACT OWNER'S fan 94.91224-0044 Apply gypsum if Lhe Soil pH increases above 8.0. AUTHORIZED REPRESENTATIVE FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS 7. ALL PLANTS WILL BE HANDLED AND STORED SO THEY ARE ADEQUATELY Land Are + Nest KNOWN TO OWNER'S AUTHORIZED REPRESENTATIVE IN A TIMELY FASHION MAY PROTECTED FROM DRYING OUT, > >SUN WINDBURN VANDALISM OR ANY OTHER INJURY. Tallackson Sincercly, 3901 Westerly Place� 111 RESULT IN CONTRACTORS LIABILITY TO RELOCATE PLANT MATERIALS OR AT WORST Newport Beach, CA 92660 -� ,� Revisions, CASE, BECOME UNABLE TO CHARGE OWNER FOR PLANT MATERIAL ALREADY PLANTED. 8. THE OWNER AND LANDSCAPE ARCHITECT MAY REJECT ANY AND ALL PLANT RE:University Village,Southwest Corner of Cook St.&Gerard Ford Dr. Wallce.Ph. D, NO. Revision Description: 16. THE CONTRACTOR WILL NOT PLANT TREES ANY CLOSER THAN 5-FEET TO ANY MATERIAL REGARDED AS UNSUITABLE AT ANY TIME. SUCH PLANTS SHALL BE kGwnA,Job No.03-1170 Executive Director FIXED EDGE, I.E. SIDEWALKS AND WALLS, UNLESS INDICATED OTHERWISE ON REMOVED FROM THE JOB SITE IMMEDIATELY AND BE REPLACED AT NO ADDITIONAL site visit on June27,2005 GANN:n City Comments DRAWINGS. ANY DISCREPANCIES WILL BE BROUGHT TO THE ATTENTION OF THE COST TO THE OWNER. fear Tal, City Comments LANDSCAPE ARCHITECT FOR RESOLUTION. 9. ALL PLANT MATERIAL WILL BE AS SPECIFIED AND PLANTED AS DETAILED AND 17. THE CONTRACTOR WI CONTRO DEVICES WHERE Qcnt!torn _ NOTED. The site has been over cxemvated and recompactecl. The soil is sandy but is cemented ,q � .E �W IR&D except in depressions where blow sand has accumulated. Calcium salts and especially 1�` IRE THEM. calcium uu-bonaLe and calcium sulfate form a cement upon drying mak-Wg soils 10. ALL GROUND COVER AREAS SHOWN ON THE PLANS WI inlpcnneable. The term is caliche when it occurs in the subsoil. Agronomists call this 18. THE CONTRACTOR WILL NOT PLANT TREES WITHIN 10-FEET OF GAS, WATER OR ROOTED CUTTINGS APRCJI�, REES AND SHRUBS AND moll condition °°haul-setting sandy Soils."There are potential problems with sleep wafer NOTED ON PLANS AND STAGGERED AS SHOWN ON DETAIL. migration through the compacted soil. T3ncompactcd sod below the etepth of SEWER LINES. CONTACT OWNER IF MEETING THIS CRITERIA DIFFERS FROM recompactirnn should drain well unless a clay lensc 14 present.,Clay lenses occur in LOCATIONS INDICATED ON DRAWINGS. floodpiains and are common m in Imperial Valley- Many of the farms in Imperial Valley have sulxlrains. 19. THE CONTRACTOR WILL PROVIDE THE PROPER SETBACK BETWEEN STREETLIGHTS 11 . ALL PLANTING AREAS TO RECEIVE GROUND COVER FROM FLATS AND/OR TURF sandy soils have low water and nutrient retention. Organic. matter can be added to AND TREES - CONTACT CITY INSPECTOR FOR REQUIRED SETBACKS. (EXCEPT GROUND COVER ARE S �C THE Increase the moisture retention. Organic matter will also condition the soil noel reduce C+r F ��1 QQ19 AND SHALL BE UNIFORMLY BLENDED the cementing. Native plants could be used which are deeply rooted and which have Soil Ad81y'ses Plant Analyses Water Analyses Date, 06-20-07 9 lower water requirements.They tolerate infertilncy better than ornamentals. 20. THE CONTRACTOR WILL REPLACE OR REPAIR EXISTING MATERIALS THAT ARE INTO THE UPPER SURFACE SOIL TO A DEPTH AS REQUIRED IN THE HORTICULTURAL Five soil samples were taken from the site at the locations marked on the site map. 1 . THE SOILS PREPARATION AND BACKFILL LISTED IN THE Drawn By, AEA 2 DAMAGED BY CONTRACTOR DURING PLANTING OPERATIONS. SOILS REPORT. do S31ii131C.3 W8f taken near the intefj®ect6tr(3/'Cook 3,feef and Gei'd/Ci FQrx?ntzve. Weeds SOILS REPORT ABOVE, WAS PROVIDED BY AGRI-SERVICE, Checked JTJ were growing in the southwest. corner near the intersection and in the westerly areas INC. TO BE INCORPORATED INTO WALLACE LABS SOIL & 21 . THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY ENCROACHMENT ONTO 12. ALL VINES WILL BE PLANTED PER THE SHRUB/VINE PLANTING DETAIL AND WILL (sample locations 3 and 4). Weeds were absent in the northerly area near sample areas �1 ADJACENT PROPERTY, RIGHT-OF-WAYS, EASEMENTS, SETBACKS OR ANY OTHER LEGAL HAVE THE SUPPORT STAKE REMOVED WITHOUT DAMAGE TO THE PLANT OR ROOTBALL. 1 and 2.w Due to the soil deeper than, i rooting h a single to low forthe weeds. some REPORT AS REQUIRED BY THE CITY PALM DESERT. Job a& 07-147a3 of tine weeds had rooted deeper than 78 inches with a sun p PROPERTY RESTRICTION EITHER MARKED OR UNMARKED. A. FOR VINE ATTACHMENT TO MASONRY WALL SEE DETAIL 6, The soils axe inlertile and alkaline- The pH values range from 8.54 to 8.96- Limestone 2. DESERT COLOR BLEND AS RECOMMENDED FOR USE IN t' SHEET L-3.05 is riot present_salinity is low. It ranges from 0.15 to 0.25 mitliniho/cm- SOIL PREPARATION AND BACKFILL IS AVAILABLE FROM THE Plot Dates 09-26-07 22. THE CONTRACTOR WILL BE LIABLE FOR DAMAGE TO ALL UTILITIES, CONSTRUCTION, IRRIGATION AND PLANTING ELEMENTS, EXISTING OR NEW, MARKED OR ESTABLISHM T MAINTENANCE N T oa �ven, phosphorus, pofmility manganese, sulfaa zinc. copper a�lsare are low FOLLOWING: UNMARKED, ® ESII ou average- The highest fertility is in samples 3 acxl 4 where weeds are gnawing. AGRI-SERVICE, INC. Plan Sets A-3 � AND WILL REPAIR OR REPLACE ANY DAMAGED IMPROVEMENTS IN A Potassium, phosphorus, iron, manganese, zinc and copper are the highest in these two 380 S. MELROSE DRIVE, SUITE 203 MANNER ACCEPTABLE TO THE OWNER. areas. Low fertility will support growth in plants with large, extensive root systems .� which arc able to assimilate nutrients from a large soil volume- Planting density needs VISTA, CALIFORNIA 92081 1 . THE MAINTENANCE PERIOD WILL COMMENCE UPON THE OWNER'S WRITTEN TEL: (800) 262-4167 ' APPROVAL OF ALL PHASES OF PLANTING INSTALLATION AND WILL BE FOR THE CONTACT: MARY MATALVA PERIOD OF TIME AS FOLLOWS: Soil Analyses Plant Analyses Water Analyses L - 3n03 30 CONTINUOUS CALENDAR DAYS ` SHEET 11 OF 11 w