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Stonington Properties_1
nD (3 IF A88 (31C AYIF= s CHARLIF- 1 ED [3 O c 0 Q � a > VAW aindacoi a o rX 00 CHARLES a Z a o HMIF03 A o TROWBRIDGE AND ASSOCIATESIE1147 TO PINES 1599 SUPERIOR AVENUE PALMS STONINGTON PROPERTIES • SUITE B-5 72795 HIGHWAY 111 170 Vander St. Ste# F COSTA MESA, CA. 92627 r PH (949) 548-3663 FAX (949) 646-7278 DESERT CALIF. 92260 Corona, CA. 92880 LANDSCAPE ARCHITECTURE LIC. # 2242 PALM y 224 - APN 640170002-6 z PARCEL MAP NO. 5475 Q OF' , 501L5 5UITA15ILITY REPORT map A. THE LANDSCAPE CONTRACTOR SHALL BE LICENSED AND POSSESS ALL LEGAL IAL DOCUMENTATION OF THE STATE, COUNTY AND LOCAL GOVERNMENTS. (d) THE CONTBE RESNSIBLE FOR AMENDMENTS AND DSF RTILIIZERS IN QUANTITY AND QUALITY L-T TITLE 51-1 EET INCLUDING INCORPORATION TECHNIQUES AS SPECIFIED IN REPORT. W B. THE LANDSCAPE CONTRACTOR SHALL BE FAMILIAR WITH THE LOCAL IRRIGATION PLAN O CONDITIONS AND SUCCESSFUL STANDARD PRACTICES APPLICABLE TO THE (e} THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULFILLING THE P"ECT SOIL TYPE OR TYPES WITHIN THE PROJECT BOUNDARIES. ALL OPERATIONS AND RECOMMENDATIONS PRIOR TO PLANTING. LI-2 IRRIGATION LEGEND, SS71T Q_Z PALM RMATERIALS EGULAT O S ALL BE SUBJECT TO LOCAL, STATE AND FEDERAL LAWS AND NOTES * DETAI L5 2 DESERT (f) IN THE CASE THAT INCONSISTENCIES SHOULD EXIST BETWEEN O I . THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANALYTICAL LANDSCAPE PLANS, LANDSCAPE SPECIFICATIONS AND/OR SOILS LP- I PLANTING PLAN HIGHWAY 111 SOILS SAMPLING, TESTING AND REMEDIAL RECOMMENDATIONS. REPORT AND ITS ENSUING RECOMMENDATION, THE LANDSCAPE ti� (a) LANDSCAPE CONTRACTOR SHALL SUPPLY AGRICULTURAL ARCHITECT SHALL BE NOTIFIED PRIOR TO ANY FURTHER SOIL r� rz SUITABILITY 501L ANALYSIS, REPORT AND RECOMMENDATIONS TO PREPARATION WORK. LP-2 PLANT LEGEND, EL .1 DR. OWNER AND TO LANDSCAPE ARCHITECT PRIOR TO ANY LANDSCAPE N OTE5 * DETAI L5 PA ^� WORK. ( SEE LANDSCAPE SPECIFICATIONS). C. DRAINAGE SHALL BE PROVIDED FOR PROPER AERATION OF THE ROOT FIELD BY A QUALIFIED SOILS ZONE OF ALL PLANTS R MATURITY. THE PROPER DRAINAGE FORCTOR SHALL AL PLANTS L5- I 5PECI FICATION5 H � � a AlI(b) SAMPLES SHALL BE TAKEN N THE PROVIDE EXPERTISE TOO IN5U NSU 4 TECHNICIAN OR OTHER APPROVED INDIVIDUAL. PRIOR TO PLANTING. W a VICINITY MAP ? NOT LIMITED TO RIPPING AND/OR L5-2 5PEC1 FICATION5 T O Not To Scale N (c) ANALYTICAL SOILS TESTING SHALL BE PERFORMED BY AN APPROVED (a} METHODS MAY INCLUDE, BUT ARE N /� SOILS LAB. TESTS SHALL INCLUDE A FERTILITY ANALY515 WITH DRILLING THROUGH IMPERVIOUS STRATA. OTHER METHODS OF L�J" -3 SPECIFICATION...' � W a WRITTEN RECOMMENDATIONS PERTAINING TO NATIVE SOIL, STANDARD PRACTICE UTILIZED WITHIN THE LOCAL AREA ARE O IMPORTED TOPSOIL AND BACKFILL MIX. SUBJECT TO APPROVAL. H w x WATER CONSERVATION 011 CONCEPT STATEMENT GENERAL NOTES AREA: 1 10 SQ. FT. .09 ACRES NOTES ( F I a TOTAL LANDSCAPED R 4, / NOTE: TOTAL LANDSCAPED AREA INCLUDES DG AND COBBLESTONE Plans were designed by referencing: AREAS Agricultural suitability report prepared by SOIL AND PLANT LABS, or approved equal y �► TOTAL PLANTED AREA: 4, 1 ) 0 SQ. FT. / .09 ACRES Agricultural suitability report shall be a responsibility of the landscape contractor. The testing shall be performed prior to any construction. Recommendations shall be provided to the Landscape Architect and the project owner prior to an construction. THERE ARE NO TURF OR GROUNDCOVER PLANTINGS TO BE USED P P p � p y ON THI5 51Tff_ THERE ARE NO WATER FEATURES. - APPROVED - PARCEL THERE ARE THREE HYDROZONE5 FOR THIS SITE, UTILIZING LOW, CTA has taken care to research applicable codes and requirements in preparing these Ft LANDSCAPE ACKAC i MODERATE AND HIGH WATER USING PLANT MATERIAL, THE PLANT drawings and is not responsible for changes to such occurring after agency approval or DA 0± _ FACTOR RANGE FOR TH15 USE 15 .5 FOR HIGH PLANTS, .5 FOR during installation. o 0 0 MODERATE PLANTS AND .2 FOR LOW WATER USAGE TYPE PLANTS. As requested by the Client, CTA will visit the site at intervals appropriate to the stage of construction to review the progress and quality of work and to determine in general if 9 THE IRRIGATION SYSTEM HAS BEEN DESIGNED U51NG SINGLE the work is being performed in a manner indicating that the work, when completed, will O OUTLET EMITTERS FOR THE SHRUBS AND BUBBLERS SYSTEMS FOR be in substantial conformance with the construction documents. However, CTA will not 0 THE TREES TO CONSERVE WATER USE. make exhaustive or continuous on-site inspection to check quality of the work. LA J W CTA is not responsible for construction means, methods, techniques, sequences or ..oc W THE AUTOMATIC CONTROLLER 15 EXISTING. p H ' N U~ procedures, or for safety precautions and programs in connection with the work, since 0 Q W G.``F these are sole) the Contractor's responsibility. CTA is not responsible for the W v _ A 5I-ANNUAL WATER AUDIT OF THE 51TE SHOULD NOT BE REQUIRED Y Contractor's failure to Carr out the work in accordance with the construction contract o � `^ � 0 o S DUE TO THE FACT THAT THE PLANTED AREA 15 LE55 THAN ONE Cont Y 211 BackfloW �� documents, nor responsible for acts or omissions of the Contractor, subcontractors, or W cocD 4 W& ACRE. 3 Q O o 0 W u their agents or employees, or of any other persons performing portions of the work. 'm a u Preventer // / // �/ x = W Z ���a� THE ETO FOR THI5 SITE WAS BASED ON ZONE 1 FOR PALM DESERT. There is no warranty or guarantee either expressed or implied by CTA for the THIS REGION l5 57.01 INCHES PER YEAR. PARCEL PARCEL � U F- Q ��u d� THE ANNUAL ETO FOR completion of the work or the quality of performance of the construction contractor's). " Water. Meter 2 In the event CLIENT consents to, allows, authorizes or approves of changes to any plans, 2 • specifications, or other construction documents, and these alterations are not approved # 14G84548 in writing by CTA, CLIENT recognizes that such alteration and the results thereof are PLAZA Y 00 not the responsibility of CTA. In addition, CLIENT agrees, to the fullest extent permitted by law, to indemnify and hold CTA harmless from any damage, liability or LANDSCAPE AREA LANDSCAPE AREA cost (including reasonable attorneys fees and costs of defense) arising from such alterations. NOTE: PARCELS 2 & 3 OWNED BY E.S. & L.A. SCARCELLO 4,110 SQ. FT. The existence and location of any underground utilities shown on the plans were obtained 4,110 SQ. FT. CAP "T from available records at the time the plans were drafted and do not constitute a representation as to the accuracy or completeness of the location or the existence or non-existence of such utilities. In Southern California, Contractor shall contact a, r. r - Underground Services Alert at 1-800-422-4133 prior to performing any construction Date: 6 work. In other areas contractor shall contact a similar agency/organization. ti THESE Paws HAVE BEEN REVIEWED By THE COA�EL1l► VALLEY 1NATER DISTRICT -20-06 w0 ACCORDANCE WITH WATER CODE TITLE 7. CHAPTER 3. ARTKU 10.0. SECTION 65507 ET i Y _ 7 ` CA REQUIRING GGOVERN GOVERNING AGENCY (IENT LANDSCAPE AND IRRIG111ION DESIGN THIS COOPERATION WITH DRAWING BY CVWD � Contractor shall supervise and direct the work, using the Contractors best skill and Drawn: CHAS T. ' v attention. Contractor shall be solely responsible for and have control over construction STAFF DOES NOT CONSTITUTE APPROVAL A INTO DISTRICT MID U5ElR �__ e.... RIGHTS—OF—WAY. TREES. PLANTS. WALLS AND PEftM�NT STRUCTURES OF ANY KIND MAY means, methods, techniques, sequences, and procedures and for coordinating all portions NOT BE PLANTED OR NSTA N E N CVWD AND USER EASEMENTS OR RIGHT OF WAY Project WITHOUT FIRST OBTAINING AN PERMR FROM CVWD. 1e of the work. OR DIG ALERT FE y Contractor shall be responsible to the Owner/Client for acts and omissions of the 0 o OG RECEIVED ° Contractor's employees, subcontractors and their agents and employees, and other v DIAL TOLL FREE LT — 1.persons performing portions of the work under a contract with Contractor. c � . 1-800-422-4133 uuL 19 2007 Contractor shall be responsible for initiating, maintaining, and supervising all safety precautions and programs in connection with the performance of the construction ��� AT LEAST TWO DAYS PUBLIC WORKS DEPARTMENT BEFORE YOU DIG contract. CITY OF PALM DESERT i UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 05/07/07 L-19047 • � L City of Palm Desert Water Calculation Chart Maximum Water Allowance (MWAI Input Zone Square Footage Calculations PARCEL Tree&Shrub Square foot 4110 Turf Square foot 0 Total Square foot Cobble/Boulder 0 Total Waterfeature Square footage p Total Landscape Square foot 4110 O Q' Zone No. Eto Water Ad. Total Conversion Factors Total Factor Sq.ft. 0.62 748 MWA 1 57.01 0.5 4110 0.62 748 97.1075414 2 66.82 0.5 0 0.62 748 3a 75 0.5 0 0.62 748 0 3b 88 0.5 0 0.62 748 0 4 93,91 0.5 0 0.62 748 0 Z Estimated Water Use Total Number of plants 265.. PARCEL . Number of plants by water use %of Total Landscape Square Footage 1 Low 178 0.672 2760.679 2 Low/Mod 0.000 0.000r,,, 3 Mod 47 0.177 728.943 4 Mod/Hi 0.000 0.000 5 High 0.000 0.000 2 .......... �y� 6 Low Trees 8 0.030 124.075 7 Low/Mod Trees 0.000 0,000 -� 8 Mod Trees 3 0.121 496.302 9 Mod/Hi Tree 0.000 0.000 10 High Trees 0.000 0.000 Total 265 � OX' SHRUBS Plant/Ifrigation System Type: Zone Irr.Elf. Area Seasonal Plant Factor: IRRIGATION SYSTEM SpraylBub/Drip 1 as 2761 1 Low Shrub POINT-OF-CONNECTION Season ZonalValue Rant Area Conversion Factors Estimated TO EXISTING SITE - Value Factor sq.ft. 0.62 748 kri.Elf Water Use Spring 34.77 0.2 2760.679 0.62 748 0.9 7.38 IRRIGATION MAINLINE Summer 34.77 0.2 2760.679 0.62 74e 0.9 17.68 Fall-Winter 9.7 0.2 2760.679 0.62 748 0.9 4.93 TOTAL 1 28.99 M Plantlirrigation System Type: Zone Irr.Elf. Area Seasonal Plant Factor: W SparylBublDrip 1 0.000 2 Low!Mlod Shrub Season Zonal Etc Rant Area Conversion Factors Estimated Value Factor sq.ft. 0,62 748 kn.Eff Water use Sprig 12.54 0.35 0 0.62 748 0 Summer 34.77 0.35 0 0.62 748 0 Fail-Winter 9.7 0.35 0 0.62 748 0 ,TOTAL 0.00 Plantlirrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor: Spray/Bub/Drip 1 0.9 728943 3 PAod Shrub Season Zonal Eto Plant Area Conversion Factors Estimated Z Z VI Value Factor I sq.ft. 0.62 748 kri.Elf. Water use Spring 12.54 0,5 728.9434 0.62 7a8 0.9 4.21 n IIt Summer 34.77 0.5 728.9434 0.62 748 0.9 11.67 L.1� Fail-Winter 9.7 0.5 728.9434 0.62 748 0.9 3.26 TOTAL 19.14 W W w Plant/lrrigation System Type: Zone Irr.Eff. Area So asonal Plant Factor: a a • � Spray/Sub/Drip1 O0.000000 4 MadlHigh Shrub Season Zonal Etc Rant Area Conversion Factors Estimated A aA Value Fector sq,ft 0.62 748 kri.13f. Water Use ai a- Spring 12.54 0.65 0 0.62 748 0 O mowSumner 34.77 0.65 0 0.62 748 0 Ca Fall-Writer 9.7 0.65 0 0.62 748 0 -+ E Z TOTAL 0.00, PlanVirrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor: 5 I 1 411 C Spra Bub/Drip 1 OA00 6 High Shrub Season Zonal Etc Rant Area Estimated Value Factor sq.ft 0.62 748 kri.6'f. Water Use Spring 12.54 0.8 0 0.62 748 0 /� a Sumner 34.77 08 0 0.62 748 0 t I a Fall-Winter 9.7 0.8 0 0,62 748 0 O a III TREES Plantlirrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor: 7 Spray/Bub/Drip 1 075 1244175 6 Law Tree Season Zonal Etc Rant Area Conversion Factors Estimated Value Factor sq.ft. 0.62 748 kri.Bf. Water Use Spring 12.54 0.2 124,0755 0.62 748 0.75 034 i4 Sumner 34.77 0.2 124.0755 0.62 748 0.75 0.95 _ Fat-Writer 9.7 0.2 124.0755 0.62 748 0.75 0.271 TOTAL 1.56 PlanVirrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor: SpraylBub/Drip 1 0A00 7 Low I Mod Tree Season Zonal Etc Rant Area Conversion Factors Estimated Value Factor sq.ft. 0.62 748 kri.Elf. Water use L�I spring 12.54 0.351 0 0.62 748 0 Summer 34.77 O.351 0 0,62 748 0 Fall-Water 9.7 0.35 0 0.62 748 0 �^V TOTAL 0.00 i PlanVirrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor: Spray/Sub/Drip 1 0.76 Ic 496.302 6 Mod Tree Season Zonal Eto Rant Area Conversion Factors Estimated W N Value Factor sq.ft. 0.62 748 kri.Elf. Water Use W N Spring 12.54 0.5 496.3019 0.62 748 0.75 3.44 � � � �j,� Q Z P U. Summer 34.77 0.5 496.3019 0.62 748 0.75 9.54 Fall-Winter 9.7 0.5 496,3019 0.62 748 0.75 2.66 Nilli I I V > eh TOTAL 15.630 .4 Plantlirrigation System Type: Zone Irr.Eff. Area So asonal Plant Factor: W CO 0 & in LJ Spray/Bub/Drip 1 0.000 9 Mod/High Tree 3 Q a Season Zonal Etc Rand Area Conversion Factors Estimated `' LANDSCAPE AREA Q O Q N Value Factor sq.ft. 0.62 748 kri.Elf. Water Use 2 Z a_v+ spring 12.54 0.65 0 0.62 748 0 � in N Summer 34.77 0.65 0 0.62 748 0 4,110 SO. FT. V Q U IL Fall-Writer 9.7 0.65 0 0.62 746 0 TOTAL 0.00 Plant/lfrigation System Type: Zone Irr.Bff. Area Seasonal Plant Factor: Spray/Bub/Drip 1 0.000 10 High Tree Season Zonal Etc Rant Area Conversion Factors Estimated Value Factor sq.ft. 0.62 748 kri.Elf. Water use Spring 12.54 08 0 0.62 748 0 Summer 34.77 0.8 0.62 748 PROPERTY UNE �r Fall-Winter 9.7 0,8 0 &62 748 0 _ "* TOTAL 0.00 r' r {_ Total Tree And Shrub 65.32 L� NOTE: NO CONFLICTING UTILITIES IN PROJECT AREA Plant/irrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor: SpraylBublDrip 1 0 11 Turf FI V Season Zonal Etc Rant Area Conversion Factors Estimated Value Factor sq ft. 062 748 kin.Eff. Water use spring 1Z54 0.76 0 062 748 0 THESE PLANS HAVE BEEN REVIEWED BY THE COACHELLA VALLEY WATER DISTRICT Summer 34.77 0.6 0 0,62 748 0 ACCORDANCE WITH WATER CODE TITLE 7, CHAPTER 3, ARTICLE 10.6, SECTION 65597 ET Dates Fan-Winter 9.7 0.76 0 0,62 748 0EL PASEO SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE 6-20-06 TOTAL 0,001 LOCAL GOVERNING AGENCY (CITY OR COUNTY) APPROVAL OF THIS DRAWING BY CVWD STAFF DOES NOT CONSTITUTE APPROVAL TO ENCROACH INTO DISTRICT AND USER Total Turf 0.00 RIGHTS-OF-WAY, TREES, PLANTS, WALLS AND PERMANENT STRUCTURES OF ANY KIND MAY Drawn: CHAS. T. DIG ALERT NOT BE PLANTED OR INSTALLED IN CVwD AND USER EASEMENTS OR RIGHT OF WAY Project _ Plant irrigation System Type: Zone Irr.Eff. Area Seasonal PlarrtFactor: 4`QRE �, WITHOUT FIRST OBTAINING AN ENCRAOCHMENT PERMIT FROM CVWD. Waterleature 1 1 0 12 Moving ` Season Zonal Eto Rant Area Conversion Factors Estimated 0 SCALE: I II = 1 61_Qu No.: V slue Factor sq.ft. 0.62 748 kri.Elf. Water Use V Spring 34. 1.2 0 0,62 748 1 34 V ' �/""�L TOLL FREE Summer .7777 1.2 0 Os2 7a8 1 / ' Fall-Writer 9.7 1.2 0 0,62 748 1 AA ♦A� - i TOTAL 0.00 1-800-422-4 33 DATE WATER ENT S RVI Total Waterfeature 0.00 ���� AT LEAST TWO DAYS - Total Estimated Water Use 65.32 BEFORE YOU DIG 2 48 LI I 0 16 3 PME RVICES S OR UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA L-19048 05/07/07 FINISH GRADE PVC SCH 40 ELL _ o PVC SCH 80 NIPPLE (LENGTH AS REQUIRED. 1 OF 2) CONTROLLER 30-INCH LINEAR LENGTH OF WARE, COILED WATERPROOF CONNECTION: RAN BIRD SPLICE-1 (1 OF 2) o POURED GONDRETE BASE 6' io ID TAG: RAIN BIRD VID SERIES MINIMUM THICKNF-55 AND A5 8" LONG PVC 5WEEP ELL REQUIRED BY MANUFAC7URER5 NOTES TAN VALVE BOX WITH COVER: SPECIFICATION . IRRIGATION LEGEND RAN BIRD VB-JMB SLOPE TO DRAIN 1. DRAWINGS ARE DIAGRAMMATIC. EQUIPMENT SHOWN IN PAVED AREAS ARE FOR 12. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE IN FINISH GRADE SYMBOL MFG. MODEL NUMBER DESCRIPTION GPM RAD P51 DETAIL DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED WITHIN PLANTING ALL NON-HARDSCAPE / PLANTED AREAS. PVC SCH 80 CLOSE NIPPLE AREAS. C 2, DO NOT WILLFULLY INSTALL THE SYSTEM AS SHOWN WHEN IT IS OBVIOUS IN Z THE FIELD THAT UNKNOWN OBSRTUCTIONS OR GRADE DIFFRENCES EXIST THAT 13. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING PVC SCH 40 MALE ADAPTER Oil MIGHT NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE • RAINBIRD XT15-20/I EACH PIANT,MIN XERA-BUG EMITTER 2 GPH - 30 LI-2E BROUGHT TO THE ATTENTION OF THE OWNERS AUTHORIZED REPRESENTATIVE. OR RELATING TO ANY PORTION OF THE WORK ARE HEREBY INCORPORATED ♦ RAINBIRD 1804-1402/4 EACH TREE POP-UP BUBBLERS .25 GPM - 30 LI-2F IN EVENT THIS NOTIFICATION IS NOT GIVEN, THE CONTRACTOR SHALL ASSUME INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS DIRECT ■ NETAFIM TLO50MN-I AUTO.FLUSH VALVE - _ _ FULL RESPONSIBILITY FOR ANY NECESSARY REVISIONS. SHALL BE CARRIED OUT BY THE CONTRACTOR. LATERAL PIPE COPPER BRICK (1 OF 4) ROL WIRE 117 VOLT 60 CYCLE POWER C T 3. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS, 14. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES, TO ELECTRIC CONTROL VALVE WIRES IN ELECTRICAL CONDUIT CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF 3-INCH MINIMUM DEPTH OF AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. UTILITIESAPPROXIMATE ONLY. ANRES Y DISCR EPANCIESPANCIES BETWEEN THESE PLACES SHOWN IN THESE N SAND ACTUAL 3/�N� WASHED GRAVEL A P E D I S TA L AUTOMATIC FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. PVC SCH 80 NIPPLE CONTROL ZONE KIT: CONTROLLER EXISTING I-I/2°WATER METER 4. INSTALL ELECTRICAL HOOK UP FOR CONTROLLER, INSTALL N0. 14 OF DIRECT (2-INCH LENGTH. HIDDEN) RAIN BIRD XCZ-LF-100-BF ' BURIAL IRRIGATION WIRE (WHITE COMMON, DIFFERENT COLOR PILOT FOR EACH 15. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR AND PVC SCH 40 ELL (INCLUDES LFV-100 VALVE. S w rq EXISTING 2"BACKFLOW DEVICE CONTROLLER) USE EPDXY CONNECTORS AND BURY WIRE A MINIMUM OF ARCHITECTURAL PLANS BEFORE BEGINNING WORK. BACK FLUSH FILTERy-D= BILL BOOT RAwel PLEB- - EIGHTEEN (18) INCHES IN DEPTH, BUNDE AND TAPED TOGETHER EVERY TEN PVC SCH TEE ELL PSI-L4OX-100 PRESWRE REGULAJI&) �i � 42 Ro SERIES AUTOMATIC I R ND TANONNTROL VALVE 512E PER PLAN u 2 G (10) FEET. FORM EXPANSION COILS AT EACH VALVE AND CHANGE OF p� wy E `4 VALVE BOX DIRECTION. INSTALL WIRING IN PVC SCH 40 SLEEVES UNDER PAVING. 18. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO ® RAINBIRD XCZ-LF-75 4 100-BF CONTROL ZONE KIT WITH VALVE IN TAN VALVE BOX U-20 PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. A RAINBIRD RC 1260C EXISTING CONTROLLER 5. PRE3115SSURE WITH SCHNLINE TWO EDULE E 80 FITTINGS. PRESSUES AND RE MAINLINE ER LAND E PVC FITTINGS LESS INSTALLATION p L 0 W F L 0 W C 0 N TR 0 L Z 0 N E K I T LATERAL LINE CLA55 200 PVC LI_2� THAN TWO (2) INCHES SHALL BE PVC CHEDULE 80. 17. 'ACT AAL LOCAATI ION FOR CONTROLLER S TO BE DETERMINED IN THE FIELD BY THE W BACK FLUSH FILTER SIZE AS NOTED- 1 2"MINIMUM COVER MAIN LINE EXISTING PROTECT IN PLACE u-28C 6. NON PRESSURE LATERAL SHALL BE PVC SCH 40 WITH SCHEDULE 40 OWNER'S AUTHORIZED REPRESENTATIVE. LATERAL LINE SCH 40 PVC FITTINGS' RAIN BIRD XERI—BUBBLER XBT-20 FINISH GRADE SLEEVE 18. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE 7, FLUSH ALL LINES AND ADJUST ALL HEADS FOR MAXIMUM PERFORMANCE AND TWICE THE DIAMETER OF THE PIPE CARRIED. ALL WIRE UNDER PAVED AREAS TO PREVENT OVER SPRAY ONTO EXISTING WALKS, DRIVES AND BUILDINGS AS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL 1/2—INCH FPT X 10-32 MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS THREAD ADAPTER: ARC TO FIT EXISTING SITE CONDITIONS. SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST RAIN BIRD 10-32A THE EDGE OF THE PAVING. 12" SIZE NOTE: LANDSCAPE CONTRACTOR SHALL INSTALL A PRESSURE REGULATOR 6, GANG VA6W SlIA66 BE 6INE 6IESS AND 6Ge lEB MJ-Vl1I-W BOXES, PAINTO FlNISH GRADE MIN. WHEN PRESSURE EXCEEDS 90 P.S.I. 19. f '• 24" .:.:..:.... USE ANTI-DRAIN DEVICE ON ALL HEADS AS NECESSARY TO PREVENT `' ;: �. :• "' +--DECOMPOSED GRANITE MIN. LOW HEAD DRAI NAGE-VALCON ADV x s 5000,5 100 4 5200 SERIES. 9. CONTROL VALVES SHALL BE SIZED AS NOTED ON DRAWING AND LOCATED IN i "' VALVE No. BACKFILL VALVE BOXES, PAINTED GREEN PER SPECIFICATIONS. 20.ALL. HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS � ` ~ PM SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDING, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES 10. ELIMINATE ALL LOWHEAD DRAINAGE AS NECESSARY. BUT IS NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SPRINKLER LATERAL SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT �1 OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT qy OF NOZZLES WITH ADJUSTABLE ARC UNITS. 1/2—INCH PVC SCH 80 IPPLE 11, CONTRACTOR SHALL MAKE ALL NECESSARY ADJUSTMENTS TO IRRIGATION LENGTH AS REQUIRED MAIN SUPPLY LINE WTEM AS ULAP OF HEADS ALL PLANTING ARED TO INSURE FOR 100% COVERAGE WITH 60% OVER �� �Z� MAALnC STZWr OLJ CONTROL AND NOTE: CONTROL AND NEUTRAL NEUTRAL CONDUCTORS CONDUCTORS SHALL BE TAPE & BUNDLE TO INSTALLED WITFL A INSTALL 1 EMITTER AT EAC PVC LATERAL PIPE MAINLINE 020'0.C. MINIMUM OF 16 EARTH COVER 0 a 1 GAL SHRUB & 2 EMITTERS PVC SCH 40 TEE OR ELL V W AT EACH 5 GAL SHRUB Z H 0 E XERA-BUBBLER ON A SCH 80 RISER B TRENCHING 4ft a a a bona 63 EDGE OF PAVING OR FACE WALL E w Z (APPLIES ONLY WHEN ADJACENT) Q Q SET HEAD FLUSH WITH FINISH GRADE 'CARS HIN' C VALVE box COL HI (ORBLE EQUAL) 2• �• A 21 D COVER AREAS, : :�«+ FINISH GRADE R W/LOCK '•'■•• a a BEER COVER •�+ O Z AREAS FLUSH POINT CONSISTING 1HREADED PVC AND CAP R NO O COVER AREAS i' •• ''• FINISH GRADE 0 AND MALE ADAPTOR. NISH GRADE NOTE: FLEMBLE HOSE LINE TO WASTE (OPTIONAL) POP-UP 4. a' PEA GRAVEL PVC TXT 90 STREET ELL a° A •••• LATERAL LINE WITH PVC •:' 24" 1�1 GROUND LEVEL f +; } x � MATCH IPS OF Q.C. TEE OR ELL MIN. d A • �; a d 90% COMPACTED " f Al:ib`z 30' LONG X 3/4' GALV. ANGLE 36" ° NATIVE SOIL • IN. 6„ . ..•�'• IRON STAKE W/ 2 S.S.S S. BANDS SLEEVE . .: VALVE BOX yt*�a�;• '+�< PVC SCH 40 STREET ELL PVC SLBMAIN END. 7 7 7 '. '�•�~ . ~' / -#- f • M IN. SPRINKLER LATERAL 3 4" X6' SCH HO NIPPLE r" '••• •• r. NEUTRAL WIRES SCH. 80 NIPPLE SIZE SCH. 80 NIPPLE SIZE 12" • ' . • ••�" 6 MIN LENGTH AND LENGTH AS REQUIRED Ft.-PVC TEE OR ELL ON MAIN LINE Q VMIN. •• � •"���• -� -� WITH SCH 40 STREET ELL PVC TXT 90 STREET ELL MAINLINE SLEEVE PEBBLE AGGREGATE OR SIMILAR y~:.; •qMAIN SUPPLY LINE N N FOR DRAINAGE 8' - 12" DEPTH. •ws••• ••;••�ti �eV j TREE TRUNK AT BASE "O TYPICAL BUBBLER $ DRIP LINE OF TREE AT 507. OF MATURITY L J OX• S.� ROOT BALL AT TIME OF INSTALLATION � Lu N TYPICAL PLACEMENT OF BUBBLERS AT TREE Q V W a 0 SAa ,J AUTOMATIC FLUSH VALVE H QUICK COUPLING VALVE F BUBBLER POP—UP HEAD C SLEEVING � en d i0z �s8�+so L) Q Vv�+uza:5 TAPE do BUNDLE CONTROL WIRE 'CARSON' PLASTIC VALVE BOX 0 10' O/C (TYP.) COLOR u RLEEN COVER W/NTH LE, "SNAP TITE" CONNECTORS & . EXTE AS NECESSARY. ARO NDIO/2 OIPIP,E1`�)PS 1 2" IN GROUND ADAPT TO LATERAL LINE S ELECTRIC VALVE (PER LEGEND) RADE FINISH GRADE 1/2' IN TURF, 2" IN GROUND COVER PROVIDE TURNING HANDLE ` "BROOKS" PLASTIC VALVE BOX WITH HINGED, LOCKABLE, COLOR-TAN 18" MIN ? {' COVER (OR EQUAL) :. 1 .•....: PVC ELL ADAPT TO MAIN LINE 2"X4' REDWOOD FRAME 3/4" PEA GRAVEL, 6" THICK Date: CONTROL WIRE (TYP.) THESE PLANS HAVE BEEN REVIEWED BY THE COACHELLA VALLEY WATER DISTRICT 6-20-06 MAIN LINE ( TO CONTROLLER ACCORDANCE WITH WATER CODE TITLE 7. CHAPTER 3. ARTICLE 10.8. SECTION 65597 ET DIG ALERT PVC SCH 80 NIPPLE SEC. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH 'ME Drawn: •;: LOCAL GOVERNING AGENCY (CITY OR COUNTY) APPROVAL OF THIS DRAWING BY CVWD CHAS T. =� ' " MAIN LINE WITH TEE OR ELL STAFF DOES NOT CONSTITUTE APPROVAL TO ENCROACH INTO DISTRICT AND US'BR p :...... SUPXSUPXFIPT :t +y t ;:::...:.: BALL VALVE I RIGHTS-OF-WAY, TREES, PLANTS, WALLS AND PERMANENT STRUCTURES OF ANY KIND MAY Project VIML i�/L.L 1�7� 4" PEA GRAVEL I I COMMON WIRE TO OTHER VALVES NOT BE PLANTED OR INSTALLED IN CVWD AND USBR EASEMENTS OR RIGHT OF WAY : wfA�II�� ��,,�'II�� CONTROL WIRE SHALL BE CONTINUOUS BETWEEN WITHOUT FIRST OBTAINING AN ENCRAOCHMENT PERMIT FROM CVWD. NO.: � "fGG�"lK7V RCV AND CONTROLLER. ONE WIRE PER EACH VALVE 14G. MIN. (BLACK) NO MULTI STRAND WIRE. �1 AT LEAST TWO DAYS CHRISTY I.D. TAG BEFORE YOU DIG 4/ UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DATE WATER MANAGEMENT SUPEFnpR LI - 2 DPELBPU SERVICES SUPERVISOR BALL VALVE G ELECTRIC CONTROL VALVE L-19049 05/07/07 PARCEL PLANT C O 3 O C SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY PLANT FACTOR 11Z ACACIA STENOPHYLLA SHOESTRING ACACIA 24" BOX 8 L 0.2 PARCEL PINUS CANARIENSIS CANARY ISLAND PINE 36" BOX 2 M 0.5 2 W r 42 WASHINGTONIA ROBUSTA EXISTING PALM PROTECT IN PLACE 15 M 0.5 J 0 OF JOLLA' BOUGAINVILLEA 5 GAL.@ 8'O.C. 8 M 0.5 BOUGAINVILLEA LA b b CASSIA N EM OPH I LA GREEN CASSIA 5 GAL. 23 L 0.2 • ARTEMISIA 'POWIS CASTLE' WORMWOOD 5 GAL. 22 L 0.2 G BAILEYA MULTIRADIATA vb,IR- DESERT MARIGOLD 1 GAL.@ 2'O.C. 39 L 0.2 4� HESPERALOE PARVIFLORA RED YUCCA 5 GAL. 78 L 0.2 a W LANTANA MONTEVIDENSIS L.a� a �am° A y�f, TRAILING LANTAN A 5 GAL. 36 M 0.5 Nffw �.1d AGAVE ARMERICANA A�te- CENTURY , PLANT 15 GAL. 2 L 0.2 YUCCA RIGIDA A,-.,ram a�9.,s+��n�:� mar• MargenAk BLUE YUCCA 15 GAL. 14 L 0.2 .e e ti LEUCOPHYLLUM FRUTESCENS TEXAS RANGER 5 GAL. 3 L 0.2 e e 0 � W � W Z a THICK LAYER rn ALL DECOMPOSED GRANITE 3" PLANTING 'CALIFORNIA GOLD' 3/8"MINUS AFTER COMPACTION * AREAS 11 % FINES OR APPROVED EQUAL w o a [-4O NOTE: No tree planting in ° ,� n c a C . V. W. D . ea sm en is or W x right — of— ways. c� . a a ao H s LANDSCAPE AREA 40 4,110 SQ. FT. N J W = O W N V a Z A-4 W H p V a xo Jm LA Fx< W W�CL CL a p p v�+WQavu+ ' • J. Z In— Ch U F- Q ��uS G x • O e e. PROPERTY UNE NOTE: NO CONFUCTING UTILITIES IN PROJECT AREA t' THESE PLANS HAVE BEEN REIAEWED BY THE COACHELLA VALLEY WATER DISTRICT Date: 6-20-06 EL PASEO ACCORDANCE WITH WATER CODE TITLE 7. CFIAPTFR 3. ARTICLE IOA SECTION 65597 ET ORE SEQ. REQUIRING EFFICIENT LANDSCAPE AND DESIGN IN COOPERATION WITH THI: Drawn: CHAS. T. Y DIG ALERT LOCAL GOVERNING AGENIC`f (CITY OR COUNTY) APPROVAL OF THIS MWW OY C� (� PERM WALLS AND PERMANENT STRUCTURES OF ANY KIND MAY p STAFFRIGHT DOES - NOT CONSMUTE WAY. TREES. APPROVAL TO ENCROACH INTO DISTRICT AND USBR G� DIAL TOLL FREE NOT BE PLANTED OR *MALLED w cvwo AND L RIGHT of WAY Project _ NMdG AN ENCROACHMENT IT FROM GVWD. No.: WITHOUT FIRST OBTAI J- 1-8W-422-4133 111, AT LEAST TWO DAYS BEFORE YOU DIG SCALE: I " = i 6'-O" 5 !/r7/ - - DATE WATER MANAGO&NI LP - 1 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA zut 0 16 32 48 L-19050 05/07/07 0 D. SOILS SUITABILITY REPORT o GENERAL PLANTING D. AMENDMENTS K. TREE STAKING A. GENERAL 1 . Nitrogen stabilized organic amendment shall and or processed Trees shall be staked at time of lantin as indicated in the details on *80 pounds per acre in summer, 1 20 pounds per acre i A. THE LANDSCAPE CONTRACTOR SHALL BE LICENSED AND P055E55 ALL wood product derived from wood of red dar, treated with a p g I . Contractor shall provide all labor, materials and equipment for the non-toxic agent to absorb waLl�' content, based on dry the drawings. **In turf areas where soil 15 prepared with Gro-Power 400 LEGAL DOCUMENTATION OF THE STATE, COUNTY AND LOCAL installation of plant material as indicated on the drawings and as specified weight, shall be 0.5% for reor fir and cedar. Iron pounds/acre. GOVERNMENTS. herein. content, based on dry 0. %. Pine sawdust is not L. GUARANTEE B. THE LANDSCAPE CONTRACTOR SHALL BE FAMILIAR WITH THE LOCAL acceptable. 4. Seed mixture shall be as indicate CONDITIONS AND SUCCESSFUL STANDARD PRACTICES APPLICABLE TO ° 2. Contractor shall coordinate planting with other site improvements. I . Contractor shall guarantee plant material through on (1) full year after THE 501L TYPE OR TYPES WITHIN THE PROJECT BOUNDARIES. ALL li Unless otherwise specified, structural improvements shall be installed prior 2 Wh ontractor shall furnish the Owner with a delivery the date of acceptance of the work. 5. Water shall be fresh, f , excess chlorine and salts. OPERATIONS AND MATERIALS SHALL BE SUBJECT TO LOCAL, STATE a: to planting operations. rec ificate of Compliance stating that the material substantially O AND FEDERAL LAWS AND REGULATIONS. meet speaficatJons. 2. Replacement plant material shall be of the same species, variety, * size G. Fiber shall ee mulch of wood cellulose containin no 3. Contractor shall be responsible for locatmcJ and staking existing sewer, as originally planted and shall be guaranteed for one (1) full year from the g I . THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR p germinat Ming factors. Fiber shall contain a harmless, ANALYTICAL SOILS SAMPLING, TESTING AND REMEDIAL water and utility Imes above or below grade that might be damaged as a E. TOPSOIL date of re-planting. to RECOMMENDATIONS. result of planting operations. Contractor shall assume sole responsibility (a) LANDSCAPE CONTRACTOR SHALL SUPPLY AGRICULTURAL SUITABILITY a z for any cost incurred due to damage and for replacement of I . Topsoil shall consist of natrual soil, and shall contain an amount of 3. Cost incurred due to replacement of dead or dying plant material shall 501L ANALYSIS, REPORT AND RECOMMENDATIONS TO OWNER AND TO aforementioned utilities. organic matter normal to the area. It shall be reasonably free from weeds, be the responsibility of the Contractor. TALLATION LANDSCAPE ARCHITECT PRIOR TO ANY LANDSCAPE WORK. ( SEE refuse, roots, heavy or stiff clay, stones larger than one inch (I") in PLANTING - SODDED TURF LANDSCAPE SPECIFICATIONS). 4. All work on the irrigation system, including hydrostatic, coverage, and diameter, stacks, brush, litter and other deleterious substances. Topsoil I . Mixing shall be performed in a tank, with a built-in continuo station (b) 5AMPLE5 SHALL BE TAKEN IN THE FIELD BY A QUALIFIED SOILS operational tests, and the backfilling and compaction of trenches shall be may be obtained from the site if approved le the Owner. and re-circulation system, of sufficient operating capacit ce a TECHNICIAN OR OTHER APPROVED INDIVIDUAL. performed prior to planting operations. A. GENERAL homogeneous slurry and a discharge system which ry to soil shall be subject to inspection and the designated areas at a continuous and uni (c) ANALYTICAL SOILS TESTING SHALL BE PERFORMED BY AN APPROVED 2. When required, imported top J p This section 1s supplemental to the General Planting S e SOILS LAB. TE5T5 5HALL INCLUDE A FERTILITY ANALY515 WITH WRITTEN 5. Samples of fertilizers, soil conditioners, seed, or other materials shall testing at the source of supply prior to delivery to the project. be submitted to Owner fort -ei ht (48) hours prior to incorporation in the applicable, planting shall be in accordance with co 2. The slurry preparation shall to oject site and shall RECOMMENDATIONS PERTAINING TO NATIVE SOIL, IMPORTED TO IL y g P AND BACKFILL MIX. ���T work. begin by adding water to th gine 1s at halt throttle. F. MATERIAL DELIVERY AND INSPECTION B. PLANT MATERIAL QUALITY When the water level fight of the agitator shaft, good (d) THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMEDIAL 4 p � G. Ana ricultural suitability and fertility analysis soils report shall take recirculation sha rid at this time the seed shall be added. AMENDMENTS AND FERTILIZERS IN QUANTITY AND QUALITY INCLUDING � � g INCORPORATION TECHNIQUES AS 5PECIFIED IN REPORT. precedence over these specifications. I . Plant material shall be delivered with legible identification labels, I . Sod shall be grown fr pagative material, free from Fert�lizatio ed followed it the wood cellulose fiber, when handled and stored adequately to maintain a healthy condition, protecting weeds diseases, an © be in accordance with the the t -third (I/3) filled with water Spraying shall (e) THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULFILLING THE � o'( q y standards for cry inspection of the applicable State of lately when the tank is full. RECOMMENDATIONS PRIOR TO PLANTING. B. PLANT MATERIAL QUALITY them from drying out, windburn or any other injury. {f) IN THE CASE THAT INCONSISTENCIES SHOULD EX15T BETWEEN OF the pro ontractor shall spray designated areas with the slurry in a sweeping LANDSCAPE PLANS, LANDSCAPE SPECIFICATIONS AND/OR SOILS 1 . Plant material, shall be in accordance with the 2. Inspection of plant materials required by City, County, State or State Department of P p e machine cut at a uniform thickness of five eighths of an motion, in an arched stream, until a uniform coat 15 achieved an he REPORT AND ITS ENSUING RECOMMENDATION, THE LANDSCAPE Agriculture's regulations for nursery inspections, rules and grading. All Federal authorities shall be the responsibility of the Contractor. When requested, Contractor shall furnish copies of such permits or certificates � (excluding top growth and thatch). Individual pieces shall be cut material is spread at the required rate per acre. ARCHITECT SHALL BE NOTIFIED PRIOR TO ANY FURTHER IL plants shall be of No. I Grade and have a normal habit of growth, and shall q n r t e suppliers standard width and length with an allowable deviation of PREPARATION WORK. plant diseases to Owe pp C. DRAINAGE SHALL BE PROVIDED FOR PROPER AERATION OF THE ROOT be sound, healthy, vigorous and free of insect infestations, p two percent (2%). Broken rolls or uneven ends will not be acceptable. 4. A slurry mixture which has not been a lie urs after sun scalds, fresh bark abrasions or other objectionable disfigurements. All munng shall be rejected and replaced at expense. ZONE OF ALL PLANTS AT THEIR MATURITY. THE CONTRACTOR SHALL plants shall have a normal, well-developed branch system and vigorous and G. SOIL PREPARATION {TURF AND GROUND COVER AREAS} 3. Sod shall be harvested, delivered and installed within a four PROVIDE EXPERTISE TO INSURE PROPER DRAINAGE FOR ALL PLANTS fibrous root system which is not root bound and is free of kinked or (24) hour period. 5. Slopes shall be hydrose atement operations and PRIOR TO PLANTING. girdling roots. PLANT SHALL BE TRUE TO NAME. I . Fertilizing and conditioning materials shall be as specified in the project planting of trees and s a ricultural suitability report. {a) METHODS MAY INCLUDE, BUT ARE NOT LIMITED TO RIPPING AND 9 4. Contractor shall furnish the Owner wit and a DRILLING THROUGH IMPERVIOUS STRATA. OTHER METHODS OF 2. Nursery growth stock shall be selected from high quality, well-shaped Certificate of Compliance stating th stantially meets the G. Goats i or replacement of bare, sparse or damaged STANDARD PRACTICE UTILIZED WITHIN THE LOCAL AREA ARE SUBJECT stock, grown under climatic conditions similar to those in the project 2. If an agricultural suitability repo ailable, the following areas risibility of the Contractor. locale. Minimum acceptable size of plants as indicated in the drawings amendments, or approved e e mechanically spread and uniformly specifications. TO APPROV shall correspond with that normally expected for the species and variety cultivated into the upp (G") per 1 ,000 square feet of soil by C. INSTALLATION 01 E. TREES p of commercially available nursery stock. suitable equipmen at per right angles in at least two - STALLATION MAINTENANCE PERIOD (2) chrectio I . Prep e weed abatement operations in accordance I . If required or at the direction of the Owner, trees planted as part of 3. Where applicable, caliper shall be the diameter of the trunk . See wit ing Section. Rake, cultivate, float and roll until areas A. GENERAL the Contract shall not be pruned or headed back. County A9 ricultural Commisioners office nursery inspection section for are in a smooth and uniform condition. information related to this subject. 3. Resulting soil shall be clean, in a friable condition and suitable for I . Contractor shall provide all labor, materials and equipment to perform 2. Staking age,of trees shall be checked frequently for dam an to planting. 2. inish grade for turf areas shall be one inch (I"} below the finish work during the Post-Installation Maintenance Period, as specified herein, prevent chaffing or cirdling. Costs incurred due to damage or 4. Oversize plants may be used if not root bound, but shall not increase replacement due to improper stakm materials shall be the respons�b�lrty surface of walks, curbs, or related hardscape. mcludmg but not limited to; adequate watering of plant material, replacing Pg a1 the Contract price. unsuitable plant material and controlling weeds, rodents and other pests. of the Contractor. Q V a 3. Prior to sodd►ng, soil shall be moist to a minimum de inch If inch (I • 5. Common names conform to customary nursery usage. Scientific names (1��). 2. Contractor shall maintain the project on a continuous basis from the 3. At Q may be used from Sunset Western Gardens most recent addi tion or H. WEED ABATEMENT OPERATIONS first day after planting is completed, until acceptance of the work. V2") in V QI ai equivelant . 4. Prior to installation, area to be sod sulfate of ammonia 0 QI I . The irrigation system and finish grade shall be completed prior to at the rate of one (I ) pound per 3. Costs incurred due to damage or replacement during Post-Installation ex4. Dead or dying trees shall a immediately replaced at the Contractor's f plant materials shall be as indicated on the weed abatement operations. Maintenance Period shall be the responsibility of the Contractor. expense with material of the same species and s¢e and guaranteed as G. Types and sizes o p p w ' drawings. Quantities shown are a guide only; Contractor shall verify 5. Sod shall be laid a t joint in a staggered "running described m these s ecrF�cat�ons. w A O quantities by plan check. 2. Application method of all herbicide and other related chemicals shall be bond" pattern. 4. Unless stipulated otherwise by the Owner, the Post-Installation as recommended by manufacturer and be recommended and applied by a Maintenance Period shall consist of a minimum of ninety (90 consecutive 5. Contractor shall exercise reventive measures when usin py 7. The Owner reserves the right to refuse or reject any unsuitable plant California state licensed, insured and bonded Pest Control Advisor G oil shall be rolled with a 200-pound water-filled calendar) days from the date of installation acceptance. "weed or material. Unsuitable plants shall be removed from the project site and (P.C.A.), Pest Control Operator (P.C.O.) and Pest Control Applicator. 1r replac spons�b�lrty hall be the within the license limits of each. Remove weeds from site after the period 5. Post-Installation Maintenance Period may be extended by the Owner if of the Contractor. QI replaced at the Contractors expense. Replacement plants s Q1 same species, variety, size and conditions as specified. designated as unsafe by manufacturers instructions. oil shall be as indicated on the drawings. the project is improperly maintained, appreciable replacement is required, Q 1 or other corrective work becomes necessary as determined by the 8. Pruning of plant materials shall not be done prior to delivery. After 3. Additional applications as determined appropriate by a California state PLANTING - HYDR05EEDING Landscape Architect. planting, pruning shall be limited to the minimum necessary to remove licensed, insured and bonded Pest Control Advisor (P.C.A.) or Pest injured twigs and branches, dead wood. Control Operator (P.C.O.). Manufacturers instructions shall supercede all A. GENERAL B. EXECUTION F. SLOPES other instructions. CONTACT RIVERSIDE COUNTY AGRICULTURAL COMMISSIONERS OFFICE - PESTICIDE USE CONTROL Of I . All areas including, but not limited to, turf, ground cover, and concrete 9. Plant material 15 subject to substitution based upon availability. This section 1s supplemental lemental to the Gener . Where I . Prior to acce tance of the project and maintenance period, slopes REGARDING ANY QUESTIONS PERTAINING TO PESTICIDE OR HERBICIDE pp flatwork, shall be kept clean and free of weeds, litter and debris. p Substituted material shall be approved m advance by the Owner. The City applicable, planting shall be in actor ns therein. p shall be established with a uniform 80°16 coverage, healthy vigorous of Palm Desert shall be informed in writing of any change to the approved USE, STORAGE AND APPLICATION. growth. Costs incurred for repair or replacement of bare, sparse or plan prior to installation. B. PLANT MATERIAL QUA 2. Subsurface drams and catch basin grates shall be kept clean of leaves, dama ed areas shall be the responsibility of the Contractor. 4. Contractor shall apply spray chemicals when air currents are still; O litter and debris to ensure unimpeded passage of water. Drain lines shall 9 reventm driftin onto acl oinm property and reventm an toxic be periodically flushed with clear water to avoid build-up of silt and debris. ratio as p g g j 9 p p Y p 9 Y I . Seed shall b re new crop seed: Seed shall be p Y 2. 5 C. FERTILIZER5 exposure to persons whether or not they are in or near the project. delivered ed, in separate sealed containers. Each sealed con a seed suppliers tag indicating the container weight, 3. Before weeds exceed two inches (2") in height, they shall be removed specif I . Fertilizers shall comply with applicable requirements of the State 5. Weeds and debris shall be disposed of off-site. purity and germination, and certificate of release by a and disposed of off-site. Noxious and semrnoxious weeds (Per Riverside h N N ka ed first rade commercial quality !. BACKFILL r�cultural commissioner. County Agricultural Commisionors office) shall be spot sprayed and left in 3• If Agricultural Code and shall be pat g s g q Y Gro-P five (45) ^ products identified as to source, type of material, weight and place for seven (7) calendar days. Areas sprayed shall remain unwatered '� manufacturer's uaranteed analysis. Fertilizers shall not contain toxic I . Backfill shall be as specified in the project agric ai suitability report; 2. Contractor shall furnish the Owner with delivery re for a minimum of forty-eight (48) hours. Dead weeds shall be removed Galen r y , a n Manufacturer. 9 Y PJ ingredients in quantities harmful to human, animal, or plant life. When machine-muted and approved by the Owner pr poration in Certificate of Compliance stating that the mater eta the Seven (7) calendar days after application and disposed of off-site. G. PALM TREES W °C requested, Contractor shall furnish the Owner with Certificate of planting pits. specifications. IL U 4. If the Owner notifies the Contractor of failure to control weeds as W Q Z N Compliance stating that the material substantially meets the specifications. but not limited to spraying to control or W a 2. If a agricultural suitabilit vailable, the foilowin9 3. An agricultural suitability re prepared for the specific specified herein, the Contractor shall kill all weeds within ten (I O) calendar I . Maintenance shall include, Commercial fertilizer shall be a elleted, beaded, or ranular product amendments or approv e incorporated: site shall take precedent materials. If such report is not days of such notification. The Post-Installation Maintenance Period will be prevent disease ( per Cal�forn�a State lJcenced Pest Control Operator p 2. G p g extended for ever day after the ten {10} calendar days until such weeds (P.C.O.), and weekly water management mcludmg soil probing, observation W W LA o having the chemical analysis specified herein and shall be free-flowing G parts by vio available, the follow e of such a character that when Y Y 4 arts b gen stabilized organic amendment ;�6 dispersed in a I form an absorbent porous mat: have been killed. of soil moisture sensing devices (where applicable), and palm tree pruning. W 3 Q a , d material delivered in original unopened containers. Use of material which p p 41 i V becomes caked or otherwise damaged shall not be permitted. 17 L ix Gro-Power Plus Q O Z W i a,I of mix Iron sulfate acre Fresh water 5. Contractor shall be responsible for eliminating rodents. All evaluations, 2. Pruning shall be done with steril¢ed reci rocal saws (not chain saws) ap = GCZ �F= "10 er CY of mix A ricultural y sum s er acre Wood cellulose fiber diagnosis and treatments shall be performed by a California state licensed to prevent transmission of disease causing agents from tree to tree. Saw V Q "A a S 3. Organic base fertilizer shall be comprised of decomposed animal, fish p 9 g P p • n e etab by le matter with hum�c adds and a bacterial stimulant, pounds per acre* Organic stabilizer Pest Control Operator (P.C.O.) . Application shall be performed by a blades shall be sterilized before and between pruning of each and and g as Gro-Power b Southern California Or anic Fertilizer Co., J. INSTALLATION 00 pounds per acre`* Gro-Power Plus, or approved equal California state Incensed Pest Control Operator {P.C.O.} and/or a Pest immersing the blade in a solution of fifty percent (50) household bleach manufacturedY 9 Control App Applicator (P.C.A.). Each individual shall be in possession of a valid and fifty percent (50%) water for five (5) minutes. The solution should be • Glendale, California, or approved equal. I . Stake plant locations and secure approval from the Owner before and current Incense and operate within Iicensmg parameters and follow all kept up to strength by the regular addition of more bleach. excavating pits. Excavated pits shall be as indicated in the details on the I w51Rkqai*itW5. 3. Palm tree sanitation, vigor and installation guidlines shall be the responslbdlty of a California state licensed Arborist in possi of a drawings. current and valid California license. This is inclusive of frond tieing and I . Contractor shall operate the irrigation system automatically and shall release. 2. Containers shall be opened and removed such that the rootball is not properly and completely maintain all parts of the irrigation system. H. INSPECTION injured. 2. Contractor shall provide for delivery of water in sufficient quantities Upon completion 3. Water all planting areas thoroughly before during and after installation and adjust water application to compensate for seasonal conditions. the Post-Installation Maintenanceperformed period, Contractor in 00, of plant materials. Do not plant into dry holes. Additional backfill shall be shall request an inspection for acceptance of the work perfo accordance with the Contract Documents. The request shall be made to added to fill voids are caused by soil settlement. 3. Costs incurred due to repair or replacement of equipment shall be the responsibility of the Contractor. Replacement parts shall be identical to the Owner, a minimum of seven (7) calendar days prior to the date for the material and as indicated on the drawings and specified herein. inspection. ate: 6-20-06 THESE PLANS HAVE BEEN RENEWED BY THE COACHELLA VALLEY WATER 7 ET ACCORDANCE WITH WATER CODE TITLE 7, CHAPTER 3, ARTICLE 10.8. Drawn: SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE CHAS T. LOCAL GOVERNING AGENCY CITY OR COUNTY) APPROVAL OF THIS DRAWM BY L'VWD STAFF DOES NOT CONSTITUTE APPROVAL TO ENCROACH INTO DISTRICT AND USBR RIGHTS-OF-WAY, TREES. PLANTS. WALLS AND PERMANENT STRUCTURES OF ANY KIND MAY Project NOT BE PLANTED OR INSTALLED IN CVWO AND USSR EASEMENTS OR RIGHT OF WAY WITHOUT FIRST OBTAINING AN ENCRAOCHMENT PERMIT FROM CVWD. WATER MANAGEMENT LS - 3 ZIA11 9054 05/07/07 ii G. GALVANIZED PIPE o 0 IRRIGATION SYSTEM - AUTOMATIC ! . Galvanized steel pipe, where indicated on the drawings, shall be ASA O. CONTROLLERS AND WIRING 9. Rubber Ring Seal Joint: T. MATERIAL5 TO BE FURNISHED Schedule 40 mild.steel screwed pipe. Fittings shall be medium galvanized A a. Use factory-made male end or prepare field-cut male end to exact . GENERAL screwed beaded malleable iron. I . Controller shall be of the type and manufacturer as indicated in the specifications of factory-made end. I . Contractor shall furnish the Owner the following materials at the end of Irrigation Legend on the drawings, or approved equal. Contractor shall construction, prior to the Post-Installation Maintenance Period:1 . Contractor shall provide all labor, materials, and equipment necessary 2. All galvanized pipe and fittings installed below grade shall be painted install controller as indicated in the details on the drawings and in cb. Carefully clean bell or coupling and insert rubber ring without lubricant. e accordance with manufacturer's recommendations. Two (2) sets of special tools required for removing, disassembling and to furnish and install the irrigation system as indicated on the drawings with two (2) coats of Koppers #50 Bitumastic, or approved equal. Pipes Position ring carefully according to manufacturers recommendations. ad ustin each type, of sprinkler and valve supplied on the r o and as specified herein. may be wrapped with an approved asphaltic tape. j g yp p pp e project. 2. Connections between the controller and the remote control valves Two (2) five foot (5') valve keys for operating isolation valves. 2. Coordinate the installation of all irrigation materials with the shall be made with direct burial solid copper wire. Control wire shall be c. Lubricate male end according to manufacturers recommendations and Two (2) keys for each controller. insert male end to specified depth. Use hands only when inserting PVC construction of site amenities and planting. #14 AWG, Type U.F., GOO volt. Common wire shall be #1 2 AWG. Wire • One (I ) quick coupler key and matching hose swivels for each quick H. UVR-PVC PIPE shall be PVC insulated of single conductor type, underground feeder pipe. coupler valve installed. irrigation3. Y g y cable, U.L. approved. One (I ) set each approved a5-built and record drawings. Q o All work , thepe l stem, id then hydrostatic,atic, d. Thrust blocks shall be provided where necessary to resist system Two (2) sets each approved controller charts. Z coverage, and operational tests and the backfilling and 1 . UVR-PVC pipe, where indicated on the drawings, shall be ultra-violet pressure on ring-tite pipe and fittings. Blocks shall be concrete and the compaction of trenches shall be performed before resistant, Schedule 40 PVC pipe. Fittings shall be UVR PVC fittings. 3. As practical, pilot wires shall be a different color for each valve. size shall be based on an averae soil safe bearing load of !000 pounds planting operations. Common wires shall be white g g with a different color stripe for each U. A5-BUILT AND RECORD DRAWINGS t f r per square foot. automatic controller. p . 4. Drawings are diagrammatic and shall be adjusted as necessary to e. Form thrust blocks in such a manner that concrete comes in contact I • Contractor shall maintain and keep up to date one (1) set of biuelines 4. Wire shall be buried a minimum of eighteen inches (18") in depth and showing the "a5-built" location of major features of the project and conform to actual field conditions. Costs incurred due to any adjustment p occupy only with the fittings. Thrust blocks shall be between solid soil and the indicating changes that may occur during installation. for coverage, including those requested by the Owner relative to the whenever possible shall occu the same trench as the mainline; bundled fitting. location of irrigation heads as shown on the drawings shall be the and secured to irrigation pipelines at ten foot (10') intervals with plastic responsibility of the Contractor. electrical tape, providing sufficient slack for expansion and contraction. 10. Irrigation lines and control wiring shall be installed under paving in 2. Prior to acceptance of the work Contractor shall furnish the Owner separate PVC Schedulewith one (I ) set of reproducible transparencies as the Record Set ���. 9�p 40 sleeves. Sleeves shall be installed with the showing the a5-built data, of a quality satisfactory to the Owner. Transfer 4z 5. Point of connection (P.O.C.) and operating pressure (P.5.1.) shall be as coverage depths as specified herein. as-build data in ink {no ball point pen) and eradicate outdated items. indicated on the drawings. Contractor shall verify the location and size of water source, PSI, and electrical supply prior to commencing installation. 1. BACKFLOW PREVENTION UNIT In case of discrepancy, Contractor shall immediately notify the Owner. I I • Piping under existing pavement may be installed by jacking, boring or � G. Provide a separate ground wire for each controller. 3. Dimension from two (2) permanent points of reference (buildings, • I . Per C.V.W.D. hydraulic driving, except that no hydraulic driving will be permitted under monuments, sidewalks, curbs, pavement) the location of the following ��'pF 7. An expansion curl shall be provided within three feet (3') of each wire asphaltic concrete pavement. Where cutting or breaking of existing items: J. VALVE BOXES connection and change of direction, and at least every 100 feet of wire pavement is necessary, obtain permission from the Owner before cutting B. QUALITY ASSURANCE or breaking pavement and then make all necessary repairs and length on longer runs. • Point of connection to existing water lines. replacements to the satisfaction of the Owner, and at no additional cost Point of connection to existing elencal power. I . Ball valves and remote control valves, except for anti-siphon valves, ct • I . All local and state laws, rules and regulations governing or relating to shall be installed below grade as indicated in the details on the drawings, 8. All splices shall be made with Scotch-Lok #357G Connector Sealing to the Owner. Irrigation valves. any portion of the irrigation system are hereby incorporated into and made in lockable valve boxes manufactured by Brooks, Fraser, Ametek, or Packs, Rain Bird Pen-Tite, Sears D5-400 wire connectors, 3M DBY wire 1 2. All lines shall have a minimum horizontal clearance of six inches (G") Routing of irrigation pressure lines (dimensions, maximum 100' along a part of these specifications. However, if these specifications call for or approved equal. sealing packs, or approved equal. Use one (1 ) splice per connector route). describe materials, workmanship or construction of a better quality, higher sealing pack. Wire splices shall be located in pull boxes set one inch (I") from each other and from lines of other trades. Parallel Imes shall not be Remote control valves. standard or larger size than is required by the above rules, regulations or 2. Valve boxes and lids shall be tan in color to match decomposed above finish grade. installed directly over one another. Quick coupling valves. requirements, these specifications and the drawings shall take granite. Gate valves shall be identified by stamping "GV" on the valve box Other related equipment as requested by the Owner. precedence. cover. Remote control valves shall be identified by stamping "RCV" and 9. Field splices between the controller and remote control valves will not 13. Provide the following minimum coverage (where lines occur under 2. in the event any equipment or methods indicated on the drawings or station number on the valve box cover. be permitted. paved areas, these coverage depths shall be considered below 5ubgrade): 4. Contractor shall submit A5-built/Record Drawings to Owner for review specified herein conflict with applicable regulations, Contractor Shall 3. Valve boxes Shall be set one inch (I ") above finish grade, with valves 10. Install a spare control wire of a different color along entire mainline' Pressure mainline 24" prior to completing Controller Charts. Non-pressure lateral Imes 12" V. CONTROLLER CHARTS immediately notify the Owner or Landscape Architect in writing prior to set at sufficient depth to provide appropriate clearance between the Loop thirty-six inches (3G") excess wire into each single box and into one Control wiring 24" installation. In case of discrepancy, Contractor shall immediately notify the cover and valve. valve box in each group of valves.Owner. R. ADJUSTING AND TESTING THE SYSTEM I . Contractor Shall provide two (2) controller charts for each controller supplied. The controller charts shall show the area controlled and shall be 3. Due to the scale of the drawings, it is not possible to indicate all P. IRRIGATION HEADS 1 . Contractor shall furnish all equipment, materials and labor to conduct the maximum size which the controller door will allow. The controller Offsets, fittings, sleeves, and related other equipment, which may be pipeline pressure tests, coverage tests and operational tests. All tests charts shall be a photographic print with a different color indicating the required. Contractor shall carefully investigate the structural and finished K. 150LATION VALVES ! . Irrigation heads shall be of the manufacturer, size, type, and rate of shall be made in the presence of the Owner prior to planting operations. area of coverage for each station. When completed and approved, the Z conditions affecting the work and install a complete irrigation system within precipitation with the diameter (or radius) of throw, pressure, and Trenches shall not be backfilled until the pipeline pressure tests have been controller charts shall be hermetically sealed between two (2) pieces of Q V W the intent of the drawings and specifications. discharge as ecified in the Irrigation Legend on the drawings, or performed to the satisfaction of the Owner. transparent plastic, each being a minimum of twenty (20) m115 thick. g p I . Isolation valves (ball) shall be as indicated in the irrigation Legend on g p g g 9 p P 9 �Y the drawings, or approved equal. Contractor shall install isolation valves approved equal, and installed as indicated in the details on the drawings cord with ft d 0 and in accordance wi manuacurer'5 recommendations. 2. After completion of pipeline assembly, prior to installation of terminal W. OPERATION AND MAINTENANCE MANUALS V QI a a+ 4. Manufacturer's warranties shall not relieve the Contractor of liability as indicated in the details on the drawings and in accordance with d l fittings, including but not limited to remote control valves and quick QI under the provisions for guarantees. manufacturer's recommendation. �•1 0 w 2. Riser units shall be oriented perpendicular to the finish grade with coupler valves, entire system shall be thoroughly flushed to remove dirt, I . Prepare and deliver four (4) individually bound copies of the Operation E 2. The operating unit shall be line-sized and have any arrow cast in the nipples of the same size as the riser opening in the irrigation head. scale or other deleterious material. and Maintenance Manual to the Owner at least ten (10) calendar days metal indicating the direction of opening. Valve shall conform to American prior to acceptance of the work. The Manual shall include descriptive C. MATERIALS LIST Water Works Standards. 3. Spacing of heads shall not exceed the maximum shown on the drawings 3. With open ends capped, prior to installing valves, test pressure supply material of equipment installed and shall be in sufficient detail for A4 and in no case exceed the maximum spacing recommended by the lines for six (G) hours at 125 PSI, notify city prior to depressurizing. maintenance personnel to understand, operate and maintain all equipment. 0 1 . Within fifteen (I 5) calendar days after award of Contract and prior to 3. isolation valves shall be designed to permit dismantling to replace manufacturer. Center load PVC pipe with a small amount of backfill to prevent arching and Each complete, bound manual shall include the following: installation, the Contractor Shall submit to the Owner a list of materials 5ealmg components without removal of the valve body from the pipeline. whipping under pressure. Q. INSTALLATION • Index sheets stating Contractor's address and telephone number, list of Q1 04 including the manufacturer, description, model number and installation data. 4. Contractor shall be responsible for correcting any portions of the work equipment with names and addresses of local manufacturers 0 4. Isolation valves shall be installed with operating nuts. I . Pipe shall be cut square and the ends reamed out to the full inside twenty four (24) hours in advance for the following inspections; representatives. E'4 2. Equipment or materials installed or furnished without prior acceptance • Catalog and arts sheets on all material and equipment installed. � p diameter of the pipe and thoroughly cleaned of dirt, dust and moisture g p may be rejected and such materials removed from the site at the Contractor's expense. L. QUICK COUPLING VALVES before installation. • system layout • Guarantee statement. pressure pipeline tests Complete operating and maintenance instructions. 2. PVC pipe shall be protected from tool damage during assembly. coverage tests I . Quick coupling valves shall be as indicated in the irrigation Legend on Plastic pipe which has been nicked, scarred or damaged shall be removed operational tests (prior to commencing planting operations) X. GUARANTEE D. PRODUCT DELIVERY, STORAGE AND HANDLING the drawings, or approved equal. Contractor shall install quick coupler and replaced at the Contractor's expense. valves as indicated in the details on the drawings and in accordance with 5. Coverage test shall demonstrate that each station area is balanced to I . Contractor shall guarantee all materials and equipment for one (1) year I . Contractor shall exercise care in handlin loading, unloadin and manufacturer's recommendations, with a molded vinyl or thermoplastic 3. PVC solvent-weld oints shall be made in accordance with A5TM provide uniform and adequate coverage. from the date of acceptance of the work. Should a trouble develop storing of irrigation materials and equipmentg� g� g rubber locking yellow cover. Coupler keys and hose ells shall be of the D-2855. Pipe shall not be exposed to water for twenty-four (24) hours p q g within the time specified due to inferior or faulty matenal5 or workmanship, same manufacturer as the valve. after solvent-weld joints are completed. G. Operational test shall demonstrate the performance and operation of the Contractor shall be responsible for costs incurred due to repair and all components of the controller system. Remote control valves shall be replacement. E. PLASTIC PIPE M. ANTI-DRAIN VALVES 4. Trenches shall be of open vertical construction to appropriate depths properly balanced, heads adjusted for coverage and system shall be °,,°N as indicated on the drawings and specified herein. PVC pipe shall be laid workable, clean and efficient. 2. Sample Guarantee to be provided to Owner: r,N on native grade or certified compacted subgrade, free of rocks or � u I . Plastic pipe, where indicated on the drawings, shall be injection I . Where indicated on the drawings, and as needed for field conditions, sharp-edged objects and snaked from side to side in the trench to allow 7. Contractor shall be responsible for correcting any portions of the work �GUARANTEE FOR IRRIGATION 5Y5TEM molded; rigid; unplasticized polyvinyl chloride (PVC); NSF approved; of anti-dram valves valves shall be as indicated in the Irrigation Legend on the for expansion and contraction. that are not properly installed and retested until installation has been L a W high tensile strength, chemical resistant and impact strength; and drawings, or approved equal. Anti-drain valves shall be line-sized and accepted by the Owner. We hereby guarantee that the irrigation system furnished and installed is W W ,. depending on class and grade, conform to A5TM 2241 or A5TM installed on the riser directly under the irrigation heads in accordance with free from defects in materials and workmanship and the work has been W Q i ,o u 5. Teflon tape shall be used on all threaded PVC to PVC and on all p W D- 1 785. manufacturer's recommendations. 8. ALL LANDSCAPE INSPECTIONS SHALL BE IN ACCORDANCE 0 - W a � threaded PVC to metal joints. completed in accordance with the contract documents ordinary wear and U > �+ WITH THE CITY OF PALM DESERT REQUIRED INSPECTION tear and unusual abuse, or neglect excepted. We agree to repair or W ate-, O o 2. Fittings and couplings shall be threaded PVC Schedule 80 conformin SCHEDULE. replace an defects in material or workmanship which develop LA g N. REMOTE CONTROL VALVES G. Brass pipe and fittings shall be assembled using Teflon dope, applied p Y p may op during m 0 oc W p p g g p pp the period of one (1) year from date of acceptance and also to repair or W 3 Q a'^ '"d to A5TM D-24G4; or slip-fitting, tapered socket, solvent-weld type, PVC to the male threads only. W m a v Schedule 40 conforming to A5TM D-24GG or PVC Schedule 80 ! . Remote control valves shall be solenoid activated, of the type, replace any damage resulting from the repairing or replacing of such Q O o 4 W g%g conforming to A5TM D-24G7. Yp 5. BACKFILLING o• manufacturer and size as indicated in the Irrigation Legend on the 7. Galvanized pipe threads shall be cut with clean, sharp dies, conforming defects at no additional cost to the Owner. We shall make such repairs or = Z ,Pn S o= Z drawings, or approved equal. Contractor shall install remote control to American 5tandard5 Association Specification. Male pipe threads shall I . Backfill material shall be free from large clods, stones, and other replacements within a reasonable time after receipt of written notice from �v+uag 3. Solvent cement and primer for rigid PVC solvent-weld pipe and fittings valves as indicated in the details on the drawings and in accordance with be coated with a non-toxic, non-hardening, non-corrosive joint compound. the Owner. We authorize the Owner to proceed to have said repairs or shall be of commercial quality, IAPMO approved, conforming to A5TM manufacturer's recommendations. J p objectionable materials, exceeding three inches (3"} in diameter. replacements made at our expense and we will pay the costs and charges D-25G4. 2. Trenches located under areas where paving or concrete will be therefore upon demand. • installed shall be backfilled with a six inch (G") layer of sand below the pipe PROJECT: and three inches (3") above the pipe, and compacted in accordance with the requirements of detail B TRENCHING Sheet LI-2. LOCATION: Signed: Contractor Address: Date: 6-20-06 THESE PLANS HAVE BEEN REMEWED BY THE COACHELLA VALLEY WATER DISTRICT ACCORDANCE WITH WATER CODE TITLE 7, CHAPTER 3, ARTICLE 10J% SECTION 65597 ET SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE Drawn: CHAS T. ;'+# LOCAL GOVERNING AGENCY(CRY OR COMM APPROVAL OF THIS DRAWING BY CVWD STAFF DOES NOT CONSTITUTE APPROVAL TO ENCROACH INTO DfSTRICT AND US'BR RIGHTS-OF-WAY, TREES, PLANTS. WALLS AND PERMANENT STRUCTURES OF ANY KIND MAY Project 1 NOT BE PLANTED OR INSTALLED IN CVWD AND USER EASEMENTS OR RIGHT OF WAY WITHOUT FIRST OBTAINING AN ENCRAOCHMENT PERMIT FROM CVWD. : t DATE WATER LS - 2 i '/177zk7z�L, _N DEVVV)PNIENT SERVICES SUPERVISOR L-19053 05/07/07 1 4{- 3 GENERAL CONDITIONS 8. SHOP DRAWINGS OR PRODUCT DATA AND SAMPLES I G. STOPPAGE OF WORK AND ANNULMENT OF CONTRACT 23. AIR POLLUTION +� f 1 . DEFINITIONS a. Shop drawings, product data, sample, and similar submittals are not contract documents. The purpose of their submittals is to demonstrate for those a. Words used herein in the masculine gender include the feminine and neuter, a. If the construction of the project be abandoned by the Contractor, or if at any Contractor shall comply with all air pollution control rules, regulations, ordinances portions of the work for which submittals are required the way the Contractor time the Owner shall be of the opinion that the performance of the Contract is and statutes which apply to any work performed pursuant to the Contract and and vice versa; the singular number includes the plural, and the plural the singular. unnecessarily or unreasonably delayed, or that the Contractor 15 willfully shall not discharge smoke, dust or any other air contaminants into the The word person includes a corporation, association or partnership. proposes to conform to the information given and the design concept expressed violating any of the conditions or covenants of the Contract, the Owner may atmosphere in such quantity as will violate the regulations of any legally in the drawings. notify the Contractor not to resume or to discontinue, as the case may be, all constituted authority. b. Unless otherwise specifically defined herein, or unless the context requires b. The contractor shall review, approve, and submit such submittals required by the work or any part thereof contemplated under the Contract by a written nonce 0 a different meaning, all words, abbreviations, s mbols, terms and hrases having contract documents with reasonable rom ness and in such se uence or to served upon Contractor. The Owner shall charge the expense of such equipment, 24. NOISE CONTROL o 9 Y p 9 p I't q ' a well known or technical meaning shall be so construed cause no delay in the work. labor and materials, plus ten percent ( 1 O%) of the cost thereof, for administrative o c. Whenever in theses ec�ficaeanin or ll an documents or instruments expense against any sums of money due or to become due the Contractor, or Contractor shall comply with all local sound control and noise level regulations and p Y a ainst the sureties to the extent of their liability. ordinances which apply to any work performed pursuant to the Contract, and shall where these specifications govern the following terms are used, the intent c. The landscape Architects review of such submittals is for the limited purpose of g make every effort to control any undue noise resulting from the construction and meaning thereof shall be as fOIIOWs: checking for conformance with information given, and the design concept b. In lieu of the foregoing provisions to suspend the Contract, the owner may pay operation. expressed in the contract documents. Review of such submittals is not conducted p g 9 for the purpose of determining accuracy and completeness of other duties such the Contractor for the completed ortions of the project according to the c I - . CONTRACT - Re resents the entire and integrated agreement between the p p p J 9 Z Owner and the Contractor. The contract documents form the as dimensions and cfuantities, or for substantiating instructions for installation or provisions of the Contract and may treat the portions remaining uncompleted as 25. PESTICIDE5/HERBICIDES Contact for construction performance of equipment or systems, all of which remain the responsibility of the �f said portions had never been included or contemplated by the Contract. Contractor shall comply with all rules and regulations of the Department of Food and Contractor. CONTRACT DOCUMENTS - These specifications, the drawings, addenda Issued 17. TEMPORARY SUSPENSION OF WORK Agriculture, the Department of Health, the Department of Industrial Relations and all prior to execution of the Contract, and the Contract between the d. The Landscape Architect's review shall not constitute approval of safety other agencies which govern the use of pe5tiadc5/h&bicide5 required in the owner and the Contractor. recautions or, of an construction means, methods, techn� ues, sequences or The Owner may order the Contractor to suspend the work on the project wholly or performance of the work. p Y q Y procedures. in part for such period of time as may be deemed necessary due to unsuitable CONTRACTOR - The person or entity whose bid is accepted and to whom the weather or to such other conditions as may be considered unfavorable for the 2G. DUST CONTROL Contract is awarded. 9. SUBSURFACE DATA suitable prosecution of the work. Work shall be resumed when conditions area favorable or when the methods have been corrected, as directed and approved The Contractor shall abate dust nuisance by cleaning, sweeping and spnnkling with 2� 42 p' LANDSCAPE ARCHITECT - The rofessional services firm who prepared the project water, or other means as necessa , and shall save the owner free and harmless p p p p J Where investigations of site conditions have been made including subsurface in writing by the Owner. �'�' drawings and specifications for the Owner. 49 conditions in areas where work is to be performed under the Contract, such from any claim for loss or damage sustained by others and resulting from investigations are made only for the purpose of study and design. All soil and operations on the project site. OWNER - The person or entity identified as such in the Contract. test hole data, water table elevations and agricultural suitability soil 18. LAWS TO BE OBSERVED �OF geological g analyses apply only at the locations of the test and to the depths indicated. 27. UTILITIES WORK - The term "work" or "project" means the construction and services required The Contractor shall be fully informed of all State and National laws and municipal by the Contract Documents and includes providing all labor, materials, ordinances or regulations which in any manner affect those engaged or employed When placing concrete around or contiguous to any utility, the Contractor shall equipment transportation, tools, and incidentals necessary to complete 10. CHANGE ORDERS in the work, or the materials used in the work, or which in any way affect the assume responsibility for costs to furnish and install a cushion of expansion joint the work in a satisfactory manner. a. The owner may at any time prior to acceptance of the work, by written order to conduct of the work, and of all such orders and decrees of bodle5 or tribunals material, clear opening or sleeve, or by other suitable means shall prevent CITY - City of Palm Desert Contractor and without notice to sureties, increase or decrease the estimated having any jurisdiction or authority over the same. embedment in or bonding with the concrete. quantity of work or material, make alterations, deviations, additions to or 2. CONSTRUCTION PROCEDURE omissions from the drawings and specifications, and make changes in the project 19. LABOR CONDITIONS 28. PATENTS AND ROYALTIES as may be deemed necessary or advisable, within the general scope thereof. ►Contractor shall not be relieved of obligations to perform the work in accordance No changes to the city approved plans shall be installed without the approval Contractor shall comply with applicable Federal and State provisions of the labor The Contractor shall absorb in its bid, the patent fees or royalties on any patented with the Contract Documents either by actIvitIes or dunes of the Owner, landscape of the City of Palm Desert. Code and Fair Employment Practices. article or process which may be furnished or used in the work. The Contractor Architect, or by tests, inspections or approvals required or performed by persons shall indemnify and hold the Owner harmless from any legal actions that may be other than the Contractor. 20. INDEMNIFICATION brought from infringement of patents. 3. NON-ASSIGNABILITY a. To the fullest extent permitted by law, the Contractor shall indemnify and hold 29. PAYMENTS Neither the Contract that may be awarded, nor any of the moneys that may become harmless the Owner, Landscape Architect, Landscape Architect's consultants, due to the Contractor under such Contract, may be assi ned b said Contractor and agents and employees of any of them from and against claims, damages, a. The Contract sum 15 stated in the Contract and, including authorized adjustments, Y g Y losses and expenses, including but not limited to attorneys fees, arising out of is the total amount payable by the Owner to the Contractor for performance of ICA Ey without the written consent of the Owner. • or resulting from performance of the work, provided that such claim, damage, the work under the Contract documents. Z 4. SERVICE OF NOTICE loss or expense 15 attributable to bodily injury, sickness, disease or death, or 0 V a to injury to or destruction of tangible property (other than work itself) b. Before the first application for payment, the Contractor shall submit to the The delivery or mailing of any notice, instruction, claim or protest, or other written including loss of use resulting therefrom, but only to the extent caused in whole Owner a schedule of values allocated to various portions of the Work, prepared a H communications, personally to the Contractor or to the Owner, shall constitute or in part by negligent acts or omissions of the Contractor, a subcontractor, in such form and supported by such data to substantiate its accuracy as the () Q'i service thereof upon the Contractor, or the owner, respectively. anyone directly or indirectly employed by them or anyone for whose acts they Owner may require. This schedule, unless objected to by the Owner shall be 0 a may be liable, re ardless of whether or not such claim, damage, loss or expense used as a basis for reviewing the Contractor's applications for payment. E-1 Y 9 g V 5. SUBCONTRACTS is caused in part by a party indemnified hereunder. Such obligation shall not be w A 0 construed to negate, abridge, or reduce other rights or obligations of indemnity E.4 a. Contractor shall set forth in the bid the name and the location of each which would otherwise exist as to a party or person described in this Section. DRAINAGE a subcontractor who will perform work or labor or render service to the Contractor b. No claim for additional work or material will be allowed unless supported by in or about the construction of the work. written Change Order signed by the Owner and the Contractor stating their b. In claims against any person or entity indemnified under this Section by an A. GENERAL a all of the followin agreement upon employee of the Contractor, a subcontractor, anyone directly or indirectly a b. Contractor must have the written consent of the Owner to substitute a g p g to furnish and instal employed by them or anyone for whose acts they may be liable the I . Contractor shall provide all labor, materials, and equipment 0 subcontractor other than that des g nated in the bid. Change in the work g indemnification obligation under th15 section shall not be limited by a limitation drainage systems as indicated on the drawings and as specified herein. Ems+ ° Amount of the adjustment in the Contract sum; and on amount or type of damages, compensation or benefits payable by, or for the Contractor or a subcontractor, under worker`s compensation acts, 2. Contractor shall maintain the project site throughout the progress of the work in G. BONDS AND INSURANCE Extent of the adjustment in the Contract time, if any a reasonable, disability benefit acts or other employee benefit acts. dry, workable condition, free of surface water. a. Before execution of the Contract with the Owner, the Contractor shall file 1 1 . CONTROL OF MATERIALS ' C. The obligatIons of the Contractor under this section shall not extend to the 3. Contractor shall be responsible for all cutting and patching of new or existing with the Owner surety bonds and applicable public liability and property damage insurance satisfactory to the owner in the amounts and for the purposes specified a. Materials, parts and equipment to be furnished by the Contractor shall be new, liability of the Landscape Architect, the Landscape Architect's consultants, walks, curbs and pavements required for proper installation of drainage systems. in the Contract. Bonds shall be duly executed by a responsible corporate surety, unless otherwise specified in these specifications or noted on the drawings. and agents and employees of any of them arising out of ( I) the preparation authorized to issue such bonds in the applicable State of the project and secured The materials shall be manufactured, handled, and used in a workmanlike manner. or approval of maps, drawings, opinions, reports, surveys, change orders, 4. Trench bottom shall be graded and prepared to provide a firm and uniform through an authorized agent. Contractor shall pay all bond premiums, costs and designs or specifications, or (2) the giving of or the failure to give directions bearing surface throughout entire length of pipe. incidentals. b. All materials shall be subject to rigid inspection and if, in the opinion of the owner or instructions by the Landscape Architect, the Landscape Architect's b. Chan es in the work, or extensions of time, made ursuant to the Contract, the same do not comply with the contract documents, said materials shall be consultants, and agents and employees of any of them provided such giving or 5. In order to make any necessary adjustments, connections that are to be made to INN g p re ected and immediately removed from the premises at the expense of the failure to give is the primary cause of the injury or damage. an existing pipe, catch basin or other appurtenances shall be exposed and 9 shall in no way release the Contractor or surety from their obligations. j inspected before laying new pipe. i6 Contractor. ci 21 . SAFETY OF PERSONS AND PROPERTY J 7. DRAWINGS AND SPECIFICATIONS C. Manufacturers warranties, guarantees, instructions sheets and parts I15t5, which B. HORIZONTAL SUBDRAINS W --� are furnished with certain articles or materials incorporated in the work, shall be a. The Contractor shall be responsible for initiating, maintaining and supervising all W Q z N U.u a. The contractor shall keep at the project site a copy of the drawings and spzcifications. In the event a discrepancy exists between figures and/or delivered to the Owner prior to acceptance of the work. safety precautions and programs in connection with the performance of the I . Catch basins shall be as indicated and installed as detailed on the drawings. � Contract. 0 ,4 °U drawings, the discrepancy shall be immediately submitted to the Owner for 12. LANDSCAPE MATERIAL SAMPLES p g j W m ZA a W clarification. Any adjustment made by the Contractor without obtaining such 2. Pipe shall be as indicated on the drawin sand laid and jointed in accordance with LU D; tA o I clarification from the owner shall be at the Contractor's risk and expense and The Contractor shall furnish such samples of all materials as requested by the Owner b. The Contractor shall take reasonable precautions for safety of, and shall provide generally accepted practice and to line and grade as designated on the drawings, Q a ,�1E ..a i i m n not meet the approval of the Owner. without charge. Labor and equipment necessary for the furrnshing of such samples rea=nable protection to prevent damage, injury or loss to: employees on the with ends of pipe placed flush with the mside face of the catch basin. Q O p , a c be subject to removal f sa d adjust e t does o pp shall be the responslbIlity of the Contractor. Refer to sheet L5-3 - D SOIL SUITABILITY work and other persons who may be affected thereby; the work and matenals = � Z a-"'VZ NO CHANGES TO THE CITY APPROVED PLANS SHALL BE ISSUED WITHOUT THE U H Q �°U d� ► REPORT for analytical soil sampling report requirements. and equipment to be incorporated therein, whether in storage on or off the site, 3. Interior of pipe shall be thoroughly cleaned of all foreign matter prior to, during, APPROVAL OF THE CITY OF PALM DESERT. 13. SUBSTITUTION OR EQUIVALENTS under care, custody or control of the Contractor or the Contractor's and after installation in the trench. b. The Contract documents, as defined herein, are intended to be read together to subcontractors; and other property at the site or adjacent thereto, such as describe a complete and finished piece of work includin all labor, materials and a. For convenience in deli nation on the drawin s or in the specifications, certain trees, shrubs, lawns, walks, pavements, roadways, structures and utilities not 4. Invert of curb drains shall be located a minimum of one inch ( 1 4) above the gutter , p p g g g designated for removal, relocation or replacement in the course of construction. flow line. Dram pipe shall have a minimum clearance of two inches (2") from top equipment necessary for the proper execution of the project. Anything in the articles or materials to be incorporated in the work may be designated under a of curb and terminate at least one inch (I') back of curb face. specifications and not on the drawings, or on the drawings and not in the trade name or the name of a manufacturer and catalogue number. Subject to c. The Contractor shall give notices and comply with applicable laws, ordinances, specifications, shall be as though shown or mentioned in both approval by the Owner or Landscape Architect, an alternative article or material rules, regulations and lawful orders of public authorities bearing on safety of may be utilized. C. BACKFILL - SHALL BE NATIVE persons or property or their protection from damage, injury or loss. b. The burden of quality roof as to the t and suitabili of alternatives shall be u I . Bkfill material shall be free from large clods, stones, and other objectionable the Contractorp q y � upon d. The Contractor shall so conduct operations as to offer the least possible ac g obstruction and inconvenience to the public. The Contractor shall have under materials, exceeding three inches (3") in diameter. 14. CERTIFICATES OF COMPLIANCE construction no greater amount of work than can be performed properly with due regard to the rights of the public. When requested, Contractor shall furnish the Owner with a Certificate of THESE PLANS HAVE BEEN REVEWED BY THE COACtELLA VALLEY WATER DISTRICT ate: 6-20-06 22. PROJECT SITE MAINTENANCE ACCORDANCE WITH WATER CODE TITLE 7. CHAPTER 3. ARTICLE 10A SECTION 655�97 ET Compliance stating that the material substantially meets the specifications. SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESK;I IN COOPERATION WITH THE LOCAL GOVERNING AGENCY (CITY OR COUNTY) APPROVAL OF THIS DRAWING BY CVWD Drawn: 15. SUFFICIENCY OF TIME a. Throughout all phases of construction, and until acceptance of the work, the STAFF DOES NOT CONSTITUTE APPROVAL TO ENCROACH INFO DISTRICT AND USBR CH AS T. Contractor shall keepthe t sie clean an ris. tld free from rubbish and deb RIGHTS-OF-WAY, TREES, PLANTS, WALLS AND PERMANENT STRUCTURES OF ANY KN� MAY project NOT BE PLANTED OR INSTALLED IN CVWD AND USER EASEMENTS OR RKKdT OF WAY Should the Contractor be obstructed or delayed in the prosecution or completion WITHOUT FIRST OBTAINING AN ENCRAACHMENT PERMIT FROM CVWD. Project of the project by the act, neglect, delay or default of the Owner, or as a result b. Costs incurred due to cleanup operations shall be as included in the prices bid for of strikes, fire, flood, lighting, storms or earthquakes, or by unavoidable calamity, the various stems of work and no separate payment will be made therefor. or other unforeseen causes that in the opinion of the Owner, are beyond the control of the Contractor, then the owner may consider an extension of time for the completion of the project. DATE WATER MANAGEMENT LS 1 l L-19052 05/07/07 :'� ii 0 PERVAILING WIND • PLANT SO THAT TOP OF ROOT CROWN 15 AT FIN15HED GRADE PLANT LEGEND a a CINCH-TIE OR EQUAL,SPACE LODGEPOLE PINE STAKES 61) EQUALLY 3 POINTS o 2-3 STAKES 2'X 2' z E STAKES PLACED ON OPP05thf 51DES SYMBOL BOTANICAL NAME OF THE DIRECnoN OF THE PREVAUNG WIND. EQ COMMON NAME S I Z E QUANTITY PLANT STAKE BELOW FIRST BRANCHES OR AS IVECE53ARYFOR FIRM FACTOR SUPPORT 3"THICK LAYER OF DECOMPOSED GRANITE 70 TO MEET FINISH GRADE AFTER COMPACTION. FINISH GRADE NOTE:TH13 DETAIL APPLIES ro24"BOXrREES. ACACIA STENOPHYLLA SHOESTRING ACACIA 24" BOX 8 L 0.2 BAC'ILL Y1 X FSQP� ERa PLANTS — � TO B NA !VE !T IL ONLY. INSTALL STREET TREES PER 42 0 LOCAL GOVERNING AGENCY -' UNDISTURBED NATIVE SOIL STANDARDS. P I N U S CAN AR I E N SI S CANARY ISLAND PINE NOTE: 36" BOX 2 M 0.5 TREE BALL � ROOT BALL. STAKING A5 NEEDED 3x BALL RA. STAKE SHAM BE INSTALLED OUTSIDE OF ` N G T O N I A R O B U S TA EXISTING PALM PROTECT IN PLACE 15 M 0.5 �...`�'%� WA S H I SCALE: NOT TO SCALE TREE PLANTING-VERTICAL STAKES (Q BOUGAINVILLEA 'LA JOLLA' BOUGAINVILLEA 5 GAL.O 8'O.C. 8 M 0.5 O CASSIA NEMOPHILA GREEN CASSIA 5 GAL. 23 L 0.2 ARTEMISIA 'POWIS CASTLE' WORMWOOD 5 GAL. 22 L 0.2 Q BAILEYA MULTIRADIATA DESERT MARIGOLD 1 GAL.@ 2'0.C. 39 L 0.2 HESPERALOE PARVIFLORA RED YUCCA 5 GAL. 78 L 0.2 DEEPROOT LB 18-2 LANTANA MONTEVIDENSIS TRAILING LANTANA 5 GAL. 36 M 0.5 q•� LINEAR ROOT BARRIER, 16" DEEP 24" LONG AGAVE ARMERICANA CENTURY PLANT 15 GAL. 2 L 0:2 SEGMENTS, INSTALLED PER MANUFACTURERS YUCCA RIGIDA BLUE YUCCA 15 GAL. 14 L 0.2 Q SPECS. LEUCOPHYLLUM FRUTESCENS TEXAS RANGER 5 GAL. 3 L 0.2 � • r a � U W NEW TREE +, ALL � E-i O PLANTING NOTES PLANTING DECOMPOSED GRANITE 3 THICK LAYER Z �+ py a; DEEPROOT LB I8-2 LINEAR ROOT 'CALIFORNIA GOLD' 3/8"MINUS AFTER COMPACTION O `W 04 BARRIER, 18" DEEP x 24" LONG LANDSCAPE CONTRACTOR SHALL REVIEW ALL EXISTING SITE CONDITIONS PRIOR TO — AREAS 11 % FINES OR APPROVED EQUAL • [.•� SUBMITTING H15 BID AND PRIOR TO STARTING CONSTRUCTION. IF ANY DISCREPANCIES SEGMENTS, INSTALLED PER Ilia ZEXI5T THEY SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. MANUFACTURERS SPECS. - --- - a A O 2. LANDSCAPE CONTRACTOR SHALL HOLD A CURRENT BUSINESS LICENSE IN THE CITY OR COUNTY THAT HAS JURISDICTION OVER THE PROJECT. O LandscapeInSp@Ct1011 Schedulea 3. LANDSCAPE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT FOR THE INSTALLATION OF PLANT MATERIAL AS INDICATED ON THE DRAWINGS AND AS 1) Sleeving / Grading Z a Z SPECIFIED HEREIN.4. LANDSCAPE CONTRACTOR SHALL COORDINATE PLANTING WITH OTHER SITE a. Sleeve diameter, type, depth and location 04 Znage, elevations and trash (including weeds & rubble) O IMPROVEMENTS UNLE55 SPECIFIED, STRUCTURAL IMPROVEMENTS SHALL B b. Soil surface drai E INSTALLED 0 PRIOR TO PLANTING OPERATIONS. . Sidewalk Cobble 2) Hardscape / Boulders - Cob 5. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND STAKING E WALK, a Sidlk and wall b out a EX15TING SEWER AND UTILITY LINES ABOVE GRADE THAT MIGHT BE DAMAGED AS A ING WALL, GARDEN Y RESULT OF PLANTING OPERATIONS. CONTRACTOR SHALL ASSUME SOLE RESPONSIBILITY L, CURB, OR OTHER b. Utilities location FOR ANY COST INCURRED DUE TO DAMAGE AND FOR REPLACEMENT OF ARD5CAPE FEATURE. c. Boulder type, size, weight and placement AFOREMENTIONED UTILITIES. G. DO NOT INSTALL PLANTING WHEN UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR ROOT BARRIER 3) Irrigation System Rough — In DISCREPANCIES IN AREA DIMENSIONS EXIST. IMMEDIATELY BRING DISCREPANCIES TO STALE AVT M SCALE a. Trench depth and location THE ATTENTION OF THE OWNERS REPRESENTATIVE, OF NOTIFICATION 15 NOT b. Pipe size and class PERFORMED, THE CONTRACTOR SHALL A55UME RESPONSIBILITY FOR REVISIONS c. Pressure test (125 psi for 6 hours) NECESSARY. 7. THE PLANTING DESIGN AS INDICATED ON THE DRAWINGS 15 DIARGAMMATIC. SCALED 4) Plant Material (trees & shrubs) DIMENTION5 ARE APPROXIMATE. BEFORE PROCEEDING WITH WORK, CHECK AND VERIFY a. Condition ATE DIMENSIONS. b. Type $ 8. c. Placement ORDINATE INSTALLATION OF PLANTING TO AVOID CONFLICTS WITH IRRIGATION WORK, ..J UTILITIES OR ENGINEERING AND ARCHITECTURAL FEATURES. VERIFY REQUIRED M SETBACKS FROM UTILITIES. 5) Ground Cover (decomposed granite) W W o u 9. PROTECT IN a. Type ~ STALLED CONTRACT WORK AND WORK OF OTHERS. b. Depth and spacing W Q W a O Q SMu 10. APPLY AND PAY FOR NECESSARY PERMITS AND FEES REQUIRED IN PUR5UTE OF WORK c. Compaction N AS REQUIRED BY GOVERNING CODES. WHEN PLANTED TOP OF ROOT CROWN • CM 3"THICK LAYER OF DECOMPOSED GRANITE to pMW .064 TO BE FLUSH WITH FIN15H GRADE. ,., '' • TO MEET RN13H GRADE AFTER COMPACTION. W to R A w 1 1 . LOCAL, MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR �.r w ,�,, '� DO NOT COMPACT D.G.AROUND ROOT 6) Final J w r, AiS a GG �ao �o RELATING TO A PORTION OF THIS WORK ARE HEREBY MADE A PART OF THESE � ` ' a. Irrigation: Q 0 0 LA W c SPECIFICATIONS. C""' so c i) Valves, boxes and wiring V H Q a 12. KEEP PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS AND RUBBISH wO° `'� ii) Controller operation and schedule iii) Sprinkler, bubbler and/or drip emitter type, flow rate and INCIDENTAL TO WORK DURING CONSTRUCTION AND MAINTENANCE PERIOD. BROOM v FIN15HGRADE LEAN ALL PAVED AREAS. quantity per plant iv) Overall operation 13. NOTE ALL FINISH GRADES BEFORE COMMENCING WORK. LANDSCAPE CONTRACTOR TO q u�� p � �,q v) As built RECEIVE 51TE GRADED TO ±0. 10 UNLE55 NOTED DIFFERENTLY ON THE PLANS. RESTORE BTOSFkAY1V'XE 1 ESO%NPY.NT5 b. Tree staking FINISH GRADES CHANGED DURING COURSE OF THIS WORK TO ORIGINAL OR INTENDED c. Overall CONTOURS WHERE PRACTICAL. UNDISTRRBED NATIVE SOIL **Notes** 14. LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER AND LANDSCAPE ARCHITECT 3X BALL DIA. Should any of the above inspections fail after 2 attempts there will be a fee assessed for any WITH A COPY OF A HORTICULTURAL 5UITA51LITY 501L TEST WITH RECOMMENDATIONS --��(( Shinspections. FROM AN APPROVED CERTIFIED LABORATORY PRIOR TO INITIATING 501E AMENDMENT PHASE OF WORK. Any change to an approved landscape plan, must be re-submitted to the City of Palm Desert for approval, rior to implementation. 15. SAMPLES OF 501L OR OTHER MATERIAL SHALL BE SUBMITTED TO OWNER FORTY-EIGHT January 18, 2007 (48) HOURS PRIOR TO INCORPORATION IN THE WORK. SHRUB PLANTING SCALE:NOT TO SCALE ate: 16. THE LANDSCAPE CONTRACTOR SHALL INSTALL PLANT MATERIAL IN ACCORDANCE WITH 6-20=1� kNS HAVE BEEN REVIEWED 9Y THE COACHiEL.LA VALLEY WATER DISTRICT ` ��PAIMEFA ON AE(YEIEA PAPER DETAILS, DRAWINGS AND SPECIFICATIONS. ICE WITH WATER CODE TRLE 7. CHAPTER 3, ARTICLE 10A SECTION 65597 ET _ JIBING EFFKIIENT LANDSCAPE AND ffWATION DESIGN W COOPERATION WRH THE Drawn: CHAS T. u uj:+v- cwVERNING AGENCY (CITY OR COMM APPROVAL OF THIS DRAWING BY CVWD ��yy//►►'� �p� STAFF DOES NOT CONSTITUTE APPROVAL TO ENCROACH NTO DISTRICT AND US1BR 17. LANDSCAPE CONTRACTOR TO VERIFY SIZES AND QUANTITIES Bl'PLAN CHECK. LPVU L TOLL I-IIGE RIGHTS-OF-WAY. TREES. PLANTS, WALLS AND PERMANENT STRUCTURES OF ANY KIND WAY Project ANTED OR INSTALLED IN CVWO AND USBIR EAS010M OR 18. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND OR 1-800-422-4133 WITHOUT FIRST OE11TAINING AN ENCRAOCHMENT PERWT FROM CVWD. R rr OF WAY No.: 03-805 PROVIDING POSITIVE DRAINAGE IN ALL NON-HARD5CAPE PLANTING AREAS. � AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA LP - 2 w51 05/07/07