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MUP 2008-985City of La Quinta Community Development Department 78-495 Calle Tampico La Quinta, California 92253 (760) 777-7125 FAX: (760) 777-1233 OFFICE USE ONLY 14 Case No.__ C C ':?85 P Date Re d. /-/16-68 Fee: 1` I Related Apps.: Logged in by: �— APPLICATION FOR MINOR USE PERMIT APPROVAL MINOR USE PERMIT applications are reviewed and approved -b Dei pursuant to Section 9.210.020, of the Zoning Code. The purpose of the 'few is ns hat the permit do not have an adverse impact on surrounding properties, r nts, o . + + + + + + + + + + +. �ANX16218 APPLICANT ,;�A rzo A �/ D o ,� SO�LAOUI�MrA (Print) I I A ! L MAILING ADDRESS Q, (2-77,5 y I <�,T--A R p/y J TA Phone No. L�-0 3 CITY, STATE, ZIP: Fax No. PROPERTY OWNER (If different): JAN 6 Director requiring (Print) I CtiY OF LA OUIWA MAILING ADDRESS: — Phone No. CITY, STATE, ZIP: — Fax No. PROJECT LOCATION:4'30 ._ -7 -7 S y / 7l (ON 17-f1 Tj�_ f� / L PROPOSED USE AND/OR CONSTRUCTION (Including operational_ information): L (_ F TF 10 rC1 U (attach shee c if needed) LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): Al Minor Use Permit � 4 1 SUBMISSION REQUIREMENTS: ❑ Plot Plan, floor plans and elevation plans (as determined by Community Development Department staff). Five (5) sets of plans on -8!/2" x 11 ". sheet or folded down to &V2" x 11 ". q3� Filing fee -for Minor Use Permit. If filing multiple applications, the most expensive application will be charged full fee, with remaining related applications discounted 50% for each: This discount does not apply to Environmental Information form: 7S 00 NAME OF APPLICANT 7 4 P_ o y A (Please Print) SIGNATURE OF APPLICANT DATE ate. NAME OF PROPERTY OWNER_ c L. P, V ,L E= My_ (Please Print) SIGNATURE OF PROPERTY OWNER(S) IF NOT SAME AS APPLICANT: DATE (Signature providesconsent for applicant to use site for proposed activity). DATE (Separate written authority by owner to submit application may be provided) NOTE: FALSE OR MISLEADING INFORMATION GIVEN IN THIS APPLICATION SHALL BE GROUNDS FOR DENYING APPLICATION. A I Minor Use Permit PREPARED 1/17/08, 9:44:43 PAYMENTS DUE INVOICE CITY OF LA QUINTA PROGRAM PZ821L --------------------------------------------------------------------------- PROJECT NUMBER: 08-00000020 MUP 08-985 DOLEMO TENNIS COURT FEE DESCRIPTION AMOUNT DUE --------------------------------------------------------------------------- MINOR USE PERMIT 75.00 TOTAL DUE 75.00 Please present this invoice to the cashier with full payment. E 40 Tat, ulnfw P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPIC.O (760) 777-7000 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7101 January 23, 2008 Mr. Martin & Jaroslava Dolemo anarCap,80 775 Vista Bonita Trail La Quinta, CA 92247 SUBJECT: MINOR USE PERMIT 2008-985; TENNIS COURT LIGHTING Dear Mr. Dolemo: The Planning Department hereby approves your application request for Tennis Court lighting at 80-775 Vista Bonita Trail, located within the La Quinta Polo Estates, near the northwest corner of Madison Street and Avenue 52, as shown in the exhibit on file, subject to the following Conditions: 1 . The applicant agrees to indemnify, defend and hold harmless the City of La Quinta in the event of any legal claim or litigation arising out of the City's approval of this project. The City of La Quinta shall have the right to select its defense counsel in its sole discretion. 2. Fencing for the tennis court shall be limited to twelve (12) feet in height, measured from the finished grade of the court. Any screening material associated with the fencing for the court shall be non -reflective. 3. A maximum of eight (8) lights are permitted. Maximum height for lighting shall not exceed eighteen (18) feet measured from the court surface. All lighting shall be located and directed so as not to shine directly on adjacent properties. Lighting for the tennis court shall comply with Section 9.60.160 (Outdoor Lighting) of the La Quinta Municipal Code. 4. Court lighting shall be turned off at or before 10:00 p.m. 5. The surface area of the tennis court shall be designed, painted, colored or textured to reduce the reflection from any light source. 6. A building permit shall be obtained for all lighting equipment. The Building and Safety Department can be reached at (760) 777-7012. 7. The City may elect to add conditions to this application request to mitigate any problems that may arise and are not address herein. This decision may be appealed to the Planning Commission by anyone provided they submit the necessary paperwork and filing fee of $175.00 to this office within 15 days of approval of this permit. If you have any questions, please contact me at (760) 777-7125. Very truly yours, ERIC J. CEJA / Assistant Planner C: Code Compliance Department Building & Safety Department 9.60.150 <em>Tennis</em> and other game courts. is La Quinta Municipal Code Up Previous Next Main Title 9 ZONING Chapter 9.60 SUPPLEMENTAL RESIDENTIAL REGULATIONS 1 remove highlighting 1 9.60.150 Tennis and other game courts. http://gcode.us/codes/laquinta/view.php?topic=9-9_60-9_60_ 150&hig... • Search Print No Frames A. Permits Required. Construction of tennis and other game courts, including fencing, may be permitted as indicated in Section 9.40.040. Enclosed game courts shall comply with Section 9.60.050, Storage and other accessory buildings. All lighted game courts, where permitted, shall require approval of a minor use permit by the comniuniMelopment director or conditional use permit by the planning commission processed in accordance with Section 9.210.020. B. Development Standards. Game courts shall meet the following minimum development standards: 1. Fences. A maximum twelve -foot -high fence (measured from the finished grade of the court) shall be allowed. Fences may include a dark, nonreflective screening material. If the fencing is chain link, it shall be vinyl -coated or painted in a dark color such as dark green or black. Fc�« N 10. 1� 2. Setbacks. Minimum setbacks from property lines for game courts shall be: a. Front yard: twenty feet. I •�` b. Side yard: ten feet.✓ X 0"t. c. Rear yard: ten feet. ✓ Zo The preceding minimum setbacks shall be increased by three feet for every foot of abutting court fence ,/height over eight feet. In addition, if the setback from any side or rear property line is less than thirty feet, the finish grade of the court shall be a minimum of four feet lower than the finish grade at the applicable side or rear property line. ✓ 3. Lighting. Game court lighting shall conform to the requirements of Section 9.60.160 (Outdoor lighting). In addition, a maximum of eight lig hts (i.e., eight individual light sources) shall be permitted and mounting standard height shall not exceed ei n f .Pt measured from the court surface. Courts shall not be lighted after ten p.m. G l t 4. Glare. The surface area of any game court shall be designed, painted, colored and/or textured to reduce the reflection from any light source. 5. Landscaping. Landscaping shall be installed and maintained between the court fence and property line. A landscape plan shall be submitted with the building permit application, reviewed and approved by the community development director, and implemented at the same time as court construction. (Ord. 299 § 1 (part), 1997; Ord. 284 § 1 (Exh. A) (part), 1996) of 1 1/23/2008 12:44 PM • LANDSCAPE ARCHITECTS,INC. PROJECT: DOLEMO RESIDENCE LOT 14, LA QUINTA POLO ESTATES, 80-775 VISTA BONITA TRAIL LA QUINTA, CALIFORNIA PREPARED FOR: MARTIN DOLEMO DOLEMO DEVELOPMENT CORP. 128 SECOND AVENUE SE, STE 200 HONG KONG PLAZA BLDG. CALGARY, ALBERTA T2G5J5 • RGA LANDSCAPE ARCHITECTS, INC. 74020 ALESSANDRO, SUITE "E" PALM DESERT, CA (760) 568-3624 FAX (760) 773-5615 E-MAIL; rga@rga-pd.com INDEX: STANDARD SYMBOLS AND ABBREVIATIONS lMT or wowc • .I�.T F47(;iLK PLANT DEMOLITION PLAN DP -1 r+oUwua r «07 7o.xca.o �,i , CONSTRUCTION PLAN CP -1 a "o" PONT 0* r+ao r � .r,1as, CONSTRUCTION DETAILS CP -2 � �+�• °�! r+•'7.R LM7 o.i'„!7 CONSTRUCTION DETAILS CP -3 pl7NL N!e!R we71�alR CONSTRUCTION SPECIFICATIONS CP -4 n �"'�'O,o.,;°"" IRRIGATION PLAN IP -1 fa �7 0 °!°'''.�° "°" D''!"°'°""''°' J IRRIGATION DETAILS IP -2 oe�c.Iow or aorc Ia r.a ON w.Ro.c.r! IRRIGATION SPECIFICATIONS IP -3 � �`�""7�°.'D`7',a PLANTING/LIGHTING PLAN PL -1 �.� �L� �+' Q PLANTING DETAILS PL -2 � � ��'""""M• � i CWI.RLN Z PLANTING SPECIFICATIONS PL -3 L![ R R� w� ooau R..Rs so .au..L O 00 W! WATER 11.lw AC! LEVEL C'.0. WON POW Q Lp LOW l�ON7 pA OW77tR WT wlaw s" SMAlt OG d� (;[N7lR an D6. DlC:QTO![D 6RY�117! ti O 00 DATE:09/25/07 W V Z W O N REVISIONS W wa�Dw� d►°,�'� O VICINITY MAP LU PROJECT SITE J 0 0 Underground Service Alert APPROVALS o� CaI: TOl1 FREE ® 1-800 227-2600 QO - goo s LA �IJ�ITA�LU ZZ �POLQ�/ ESTATES PROJ. NO.R 0731 H H ® LU 52111 AVE. 00 da DATE:09/25/07 • • /.Do f�a..mogowl MM M-wp M pCIGAV D Wftr, 0.M fp0®1 • OOALID Vw-c—W Coupm.cALE M • 9 4 0 QIXTE I J= CA"AM W. CRA"m wo Cfecoam> POIW No, It om 1 1 c*AJb 1 �arwlas PER CITY IIIAr, R�IrbO M rtatrt♦ fir • /.Do f�a..mogowl MM M-wp M pCIGAV D Wftr, 0.M fp0®1 • OOALID Vw-c—W Coupm.cALE M • 9 4 0 QIXTE O J= CA"AM W. CRA"m wo Cfecoam> POIW No, It om MOS c*AJb w - T -o �arwlas PER CITY • RNNWT. LNE W TT LM WALL almoLmommom COW, SMALL SE ANEW P61,6 N SAOC TYPM L SIR W PON STEEL SW. STEELGUATTT AND LOCATMOI S- RIM RCIT01 AND 2' PROM RDTN EAW (MU ?RCVOE EWTON7RC WTDlMCOPH6 ON IN SOE P WALL, WTERPROO1Pp SMALL ■%TSD PROM POOTN6 TO 71 (m) MON GRADE. •ALL CONC% COLOM TOCO. M Pw'aND D eY LANDSCAPE ARCHITECT IN POLO PRIOR TO PgPSp WITH SN7■LE PANELS PER SPRCONCATCPr, 'MCLIOR MOTRATHG MALER ON ALL SITE CONCRETE AND PAVERS, MATTE NNISN) 1RYj,MT FART POLO M14M PLATRRORK LOCATIOE PRIOR TO CPCRl7! RESA6 PgPMD. "ALL NM 400 AND ORAHAW DRSKK NCLI10616 ON ALL PLATRCWL RT CIVL 04. • SGOIM JONn •CONTRACTOR SHALL LITOOT SCOIM JONTS N PELD M CONRILTArpA YlY LANDSCAPE IR(j■IECT, KIR JOINTS WALL Y PROVpD SO rIMAT MO POSE TILW ASR V. P cocHMn • 0!711 • DOPANEIOH JOSRS •PROVOS MN• PELT MXPANRCN JONES WITH M TH JOT MALNO OR COLY'M♦ ORS JONTS RETMEN RAT WOW AND *TOW -TOMS - - 1RRM6ATION SI.lEMA>Iro ALL POT AND HrtRROR PLANTER LOCATIONS, SLnVM IPOER ■MAL171AT . SCIEOLE AS PVC 14• TPES DHANETER P RMGATION PPNE. TMCORD POLO LOCATMpAS/ PA PLANTSRI NMA. Ty. TOP OP WALL POR POST P WGRIM 4TRICTIRAL ORSION SY OT ERRS Any PLAIN r HTOOtD TO PROVCM ARSnEnAC ORMCrIO N AND PMISMS ONLY, VAnR7AT1041 CONTRACTOR P%*T SMHT SHOP DRRYRM WITH ErAP+• ENT OP"'S PRIOR ro roNETTuerlOn PDCAn CENTER!OMI P UAM LAYOUT SHALL IMAVE COT■ VST CUR- Y WOW ON PLAN ft ARCHITECT WALL APPSE LAYOUTS PRIOR TOCONCJMn T►ANtI -CONTRACTOR TO COOOHATO RR16ATCH SLREV06 MTMM MAIN -APE AND MPMATCH PLANL (D HIORAOLM6 COK9Mn PAVERS To MATCH E%rTMN6, SAND MT OVER A06141MATE SAES. NSTALL PER ICP S7CPCATWN& O GOLD OYMTiIn TO K SELECTED. MT OVER ) yr rho= COC. O GOLD OUMTEHn STAG! TWAOS I/N• TMC WILL RILL NOM TO ME MLECTEM Q HOSE M O GOLD QWRTan RANOM TO RR SELECTED, Mr OVER 1 V7• n4CK COW. O SnPPM SrOES TO MATCH E%167146 STONES, O DOW LOWTS POR STARTS. O EMON TO Rt ML1CrtD. O PONCHO P'ONTY1 TO IN SELECTED. TOSSS COOT RETAPRAS BALLS AND PGCE ORTALEO IT STRCTTRAL W01 M It ■ POTS • CASMTTA PDATA • SHAM PROM nOCAN PPORIS. (RN!) "I -SW POR POT RRW6ATMON SM SWEET CJ --l. ORTAL •J. OO SAD TO MATCM DrRTN1 O ARTPCUL PTTTR/6 MMM AND COLLAR RT O%MW © MYLER "TER CASTLE • POp{L N -M . I PT. PROM PONTIH PEOPLE (W) M-100. © RNCN77 64TID0 PRO" RICH POLPOTAN PEOPLE (W) ME •ISS. O R' WENS FOR VOLLEY MALL COOT PCLMS, O R mm • SAM •^- PCPEL - RAC•NRRR 7 PT_ PROM POPTAM PEOPLE em) M7•RRh © MTP. HANDSOME AMY ONRLAYED WITH A A•PN' GRD CH THE, PLAN S.A.. MR LAO OUT N HI rIE PRLD M THE MRD, CONTRACTOR SHALL CONTACT LAD43WAM ANCINTECT TO =VOW 1JApSCAM LAYOUT PRSOR TO PORRTND POR POOTPM CR PLAIROM © RALNi ELMVATOI • POR ORVAL SIR SWT CP --X DMTAL W ® WARDRALL • POR DOTAL SEE SORT CP -X PETAL ►. XA I.AIOEfXE AIE7MICCit, tC. 74= ALENVJI IDM am E PALM DMR. CA Ml•P a" M►MEA PAX Oft 7)04M SPCOSIOATN" MEOWS soma Ja CAAMMN No OIIAvft ! CIM PROD. IID R am DATES MRS" ac -ALS SW -T-0' RlY�OIr e ovwm Pal CITY 0 TTPAAS CG■■R Rr TEPP■ C.OIRT COPRACTOR VERO PA TW BOO. NOR S`OG cwMnW (ToHANYT(y ISM) ftN RWwHN,. COOLJIROAS OVOWJOPINPAW 16". 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P cocHMn • 0!711 • DOPANEIOH JOSRS •PROVOS MN• PELT MXPANRCN JONES WITH M TH JOT MALNO OR COLY'M♦ ORS JONTS RETMEN RAT WOW AND *TOW -TOMS - - 1RRM6ATION SI.lEMA>Iro ALL POT AND HrtRROR PLANTER LOCATIONS, SLnVM IPOER ■MAL171AT . SCIEOLE AS PVC 14• TPES DHANETER P RMGATION PPNE. TMCORD POLO LOCATMpAS/ PA PLANTSRI NMA. Ty. TOP OP WALL POR POST P WGRIM 4TRICTIRAL ORSION SY OT ERRS Any PLAIN r HTOOtD TO PROVCM ARSnEnAC ORMCrIO N AND PMISMS ONLY, VAnR7AT1041 CONTRACTOR P%*T SMHT SHOP DRRYRM WITH ErAP+• ENT OP"'S PRIOR ro roNETTuerlOn PDCAn CENTER!OMI P UAM LAYOUT SHALL IMAVE COT■ VST CUR- Y WOW ON PLAN ft ARCHITECT WALL APPSE LAYOUTS PRIOR TOCONCJMn T►ANtI -CONTRACTOR TO COOOHATO RR16ATCH SLREV06 MTMM MAIN -APE AND MPMATCH PLANL (D HIORAOLM6 COK9Mn PAVERS To MATCH E%rTMN6, SAND MT OVER A06141MATE SAES. NSTALL PER ICP S7CPCATWN& O GOLD OYMTiIn TO K SELECTED. MT OVER ) yr rho= COC. O GOLD OUMTEHn STAG! 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MR LAO OUT N HI rIE PRLD M THE MRD, CONTRACTOR SHALL CONTACT LAD43WAM ANCINTECT TO =VOW 1JApSCAM LAYOUT PRSOR TO PORRTND POR POOTPM CR PLAIROM © RALNi ELMVATOI • POR ORVAL SIR SWT CP --X DMTAL W ® WARDRALL • POR DOTAL SEE SORT CP -X PETAL ►. XA I.AIOEfXE AIE7MICCit, tC. 74= ALENVJI IDM am E PALM DMR. CA Ml•P a" M►MEA PAX Oft 7)04M SPCOSIOATN" MEOWS soma Ja CAAMMN No OIIAvft ! CIM PROD. IID R am DATES MRS" ac -ALS SW -T-0' RlY�OIr e ovwm Pal CITY 0 • rte, PL.6no PMe1 - ROPE 10 O19.N 2a yr IMID" ON cORAe .L"m car awuirc w V wGOn, LAIOCA!! ARq/1�'TE. �. IT, am @Lam amm" ALL CM.L$ .. r t0. MIDRL a q/Tp1 ANDft OM JOINT 00VIATC. I ro 6a 6AND ro nATc++ 74011101 ALEMAPEM SIM PALMS CA MADE RA r•'OTiq) GCC.N► eY_TVIMMffm .. vT71T. r t. T1C MT T.. -O, ^r caMo�n OEDI i00r PAX Oft 778-M! wcONr.. 1NUMr �qc RODI ALL CCLLS rcr Tam E +7r+y""m •.. ).-oc vpT. at PL.M In FLAN rat runwAL. y.• OP. PL.TtD1'1.13. TrffflmA­ Ilr yr .rr w r.ovlu Ir•V . 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H CI■.PPr1OV[D [C1YL AL MXvm�� E 7 PM" GMACIE Motown CMA■ML • K .Y.w KVT CR MCYLL r• r J _ -- nopT■p P.V[y 1' HATH 600. mnw MXdPANUON _771 AND CQPKTED M+ III. x r 1�CTMMN MOTION YL IO STAIRS WATERFALL DETAIL f P".OI.L'�tlCT ruD ALL CO T- • m■■o .ILL ■[LW SCP M!V • PANT W 7 COATS CR HAT tiwTYR PAINT TO MrCM UMM[ De rMON JOINT L bD /'DOTH M ALL ARLAN L 10 A I C ALL TMLM [TL. C AMI CO+r AST �R. � O4LTY1L![ HANDRAIL DETAIL r r RAILING ELEVATION �j r7 < ISTAIRS WATERFALL 0FTAIL J/2- • RAIL 0FTAIL �JANQL ■ DETAIL- ■ l ANGLED WALL 6' X 6' X 3/4' TUBULAR STEEL GRID /1uD""'a SECTION I b ftw Srao [aL.L =T•�° YLL w�a w �Mva Par CORNERS WINDSCREEN FABRIC/VINYL r. ON COURT SIDE t r. �i Mr0 AMOIa OR.PP.IpND [C{YL K xu MLY'1 OR [C<YL O■04AM TAL M■OL[ll rowL 910 AND ss PIWM A Lu MUM ([ON 106.6M b' X b' WOOD FENCE POSTS E P.V[N EE AND on � � in SI DE FENCE DDE ETAILS VY . r MWTAAM EOroMM IIl _ TO MAXIM SPWCM rci[ALL PAM , P ALL -T-iran OW PLOT i TAW GAP BELE STEEL PAW TO "AfC" WCOM FU GUARDRAIL DETAIL CMU WALL W/PLASTER FINISH MATCH HOUSE E/aET� Boma TENNIS COURT RET'G WALL/SCREEN ELEVATION 1/2' F-0' JIM INA coprAft 6' X 6' X 3/4' 6' X 6' X 3/4' TUBULAR cxwv N por TUBULAR STEEL GRID STEEL GRID puK3010 TERMINUS OF WINDSCREEN FABRIC/VINYL ORNAMENTAL I'.6• X 8' WINDSCREEN FABRIC/VINYL ?' FENCE SECTION, ON GOURT SIDE ARBOR TOP ��_g• ON COURT SIDE Aq,�,�q, RomBOTHBOTH SIDES, 1 X b' OTH ENDS LET IN ?' X 8' _2. 3' OAT* WNW ? X 6' ?' TO CROSS _ 6. ? X 6' .8• MEMBERSJl_ ? X S' _ ECALi TNRU BOLT ? HRU BOLT ��0 THRU BOLT 6' X 6' ' X 6' 'n WOOD FENCE POSTS OOD FENCE afro 6' X b'8 WOOD FENCE POSTS `� ;� IF., POSTS vw=rmc ma ' X b' X 3/4BULAR1/?' X ?' TUBE STEEL FRAME I/2' X IS' TUBE STEEL FRAME TEEL GRID' X IS' UBE STEEL3' i� a RAME g• GAP E ' GAP FINISH a R 1, I GRADE [ WINDSCREEN FABRICNINYL ON COURT SIDE Q Q sr�erwa CMU WALL W/PLASTER FINISH CMU WALL W/PLASTER FINISH TO MATCH HOUSE ^p�A TO MATCH HOUSE V� �7 T TENNIS COURT RET'G WALL TENNIS COURT RET'G WALL/SCREEN ELEVATION 1/2' 1'-0' TENNIS COURT RETAINING WALL/SCREEN ELEVATION 1/1' 1'-0' SCREEN SECTION �• . i•,o• SCOPE OF CONCRETE FLATWORK t. NOTES ANJ gETARSON THE ONANNGS STALL TAKE PRECFfENCE WER lIE3E GENERAL NOTES 2 LICENSE 1 CONbiETE TiuC10R6 UMAGBGLSOMINLICEN6Eo00NCIElECONTRACT- 3 FLASH CONOR7E COLORSAS 6PEGFIEOCN THE CONBTRIICTAN PIAN SMALL BE K THE INTEGRAL TYPE IINLE69 6TAitD OTHERMASE WIERE FlNSHOR COLOR IS INgCATEDA9 BEING •BY OWEm, PMIER SHALL SELECT THSITEM THICKNESS L EEGES E ALL IN—TED FTH Y ON THE DETAILS 5 COMPRE59NE BTENGTN OFCONCRETE ALLCONGETES LA7AINAMNIMLR.1COIVR MS STRENGTHG3.300 PSATTMEMYEIgRD61GYS.LWLEb6NOTEDTOMOFHgIER6TRENGTH CONOtE1EINSOIL6WTHAHAHKKAUI ODMEM SHALL BE A.000 PSI, it?BAIX.TYPE II P.0 RYIIl1®POIMWIV OI INN CONIIIIWTMA TOT TNS} NIL PQI LOX ALILNRY ACR A �M 11Y PIIGRCT. S COLD ANTS CON(AETE CONSTRUCED FROA TESE PIANS NNLL MEET ALLEN WN SNMI%S. �YS. CONCRETE "E"A A PADS. TOPSW COS.3. ETC. illbli } 81-- TOORLN ALL CONlRETE FUIMANi(SHALL 10PE ro OUN ARMY FROM STRUCTUTES. GOOLSAlA OTHER VILERFDIUTEBATY1 0 1 —1 H OFi%HIO ORAVC ATC DIMOENOM AIN NM PNCL3Ip®NTiBf OOONBIIf. CON9ULTW TH -1 ENGPIEER TO DEfE1RLYE PROPER OwIRAGE 6 SAMPLES SAWlE9OF ALL CO CIiEIE FlNIBIE6 A6 NOTEDON 1NESE PIANS SIMLL BE EVKW TED SY T!E WMER IAB SUPHtMENOENiI AND IANOR—E APOHITECT AT THE SITE PROR TO POW NG FLATVAXBL R CONCRETEOLIEN91ONS ALLgMOCONOE EASNSONTEFLATW -YBEADAIBTEDTOCONFORMTO BRCKRLOG MOgILESRAPPROVEDBYTHEOM LANO6C ­ 10. E ANS gN MIMS W FELT EXPA M ANTS SN LO RNMERE F T WORK O MLY ABUTTS ANY VEMIGL ELEMENTS. SUCHAS A WILONG WALL. WLUMN. B.J LGNG FOINGTON OR RAISED PUNIER SCOPE OF MASONRY WOW( 1 NOTES AND DETAILS ON E-WNG SN LL TATE PREF OVEN THEM GENERAL NOTES 2 LKENSE THE w80NRY CONTRACTORSHALL BEAc29CKPONA LICE1i8ED MAS)1M CONTRACTOR ] TESTING ALLCEMENT, AGGREGATE. RENFORCNG STEEL STRUCTURAL STEEL ETC SNALL M FROM TESTEDSTOCK COPIES OF TEST RENNTS BALI BE FUPMSEOTO TIE OMNFF lA'1H tL�st < SPECFJCATIONSTESTRIG SEE STRLAiINAI ENGPEH}ING CALCIAATON TESTS MIgOR N6PECfON REWFEYEMS 5—TESTING OONTNUOU81N9PECfgN SAIL�PROVIOD BYATESING USOATORY FORALL FF3DNf1DPAG. POWNG OF CONIQiETE NIM SPECFED OOAPRESSrvE STRENGTH GRFATHER THAN 23W PS AND GS6O% wSORY SHALL LAVE CONTIIAIg15 NBPECTON WABtE GLLEDFOi dV OUL'AIAGS 8 FOOTNGS A FOOTINGSENPILLBEOF TIEEREANDTYPEINq TMWTHEOAWNGS.ORASDETAILEDBYTIE6TWJCfWAL ENGINEER IST—U— ENGINEERS WIMSANDOETAILS TATE PRECEDENCE OVER THE DETAILS IN THESESPIANSI PRDVIDE A MINIMUM OF 2,500 PSI EONOETE OVERPO%COMPACTEDSUBGPACE SWILOOMPACTION AUIWWEMYWMPACTEDFLL504ANDgSNRB TNEWILS TOWEF VATEDAND REDUCED WITH I—EFLY ODWACTE C. E—LATIONS: ALL EXGVATCNG ARE ro BE EVKWTEDANDAPPROJEp BY TIE PROJECT BGB ENGNEER PRIOR i0 TIE PLACEMEM OF ANY FLL W RENFORCNG STEP. D. SOILS REPORT PA WITS DEPORTHN6 BEEN PREPANEOFORTH5 PR0 £CT.ALL EXCAVATION CIUONG COLVACTION. ETC SHALL BE ACCOYPLISIETAND PERFORMED N ALl'ORGIICE WTH THE 3TRUCRRALSgLS REPORT TIESiRMETOLSOBSR D SHERBY WDEAPAMOFTEBEgUW1NG,ANDTHEREWYLEDL WSNNTAFED THEIENME TORE FOLLONEOAND OON6OBEDA6 Y W WMS UNLE86 YORE STRNGEM iEWFTElEMS A{E NOTED oR OETAREO LATHE orAWNcs aN svEDFr TIONS E —9ANOSPEGFICATKXE AGGREGTE6 FOIL CONOETE 9ALl8E wTLRAL SAW MDROIXOXFORYNG TOAST.STY C33 F REBAR. UPALLBARSINOIAIORETEAMIMMUYOFMBMgAMETEREI7d MNMUMIATALLSPL SAWLAPALL BARE N NAEOJRY A MNI WM OF AA BARDAMS. (ISI MIN -NI AT ALL SPLICES. SPLICES OF HOROONTK REBARS N WML9AW FOO TNGSSHALLSEWAGGEREO REINFORONG STEEL SHALL CONFORM TOASTMASIB GRAOEAO. G.DOWELS'. DDNELS FOR WALLS SHKL BE SAME SQEAND SPACMG ASTHE NRLLRENFOT'£MFM ANDSH41lAP WITH THE WILL REBARAS WTEDABOVE H HORIZONTAL STEBL LOCATOR N FOOT— BIABONGRADE TENTEROF— mNrnETE BELwvGR.Vf. FgaL®. rFROM BorroM WNG TTE BELOV GRADE,ONRLEDIPOUREO AGAMJST EARTM 3FtAM BOTTOM I SEORE N EWS. ANCHOR SOLTS. DDWELS.INBERTS, ETC. SHALL BE SECWD.Y TED N PUCE PRIOR i0 TE POIRNG CFMIYCONOETE-GROUT KLNSE—ANOBABESSHALLSEBY—SEN.-SOUL K CBEM. PORRA100=1ENT COiCFiMNG TOABTM 6150, TYPE NOR II. LQV KIUI T CONCiRTE BLOC(: KLCONCRETE BLCCK SHALLOONFE-10ASTMCC. ORAL£N 8. GROUTPIG: ALL MAS)NRY SHALL BE RERFORCED. GROUTED w50NRY. GROUT SXOALL [s a VMIICH CON(AN REBA BOLTS,ETC TO E—EOCE115 BELONGRA A LE ALL gENFORCEMENT,BOLTS. ETC NMASONRY SHALL HAVE A MINIMUM GRW T COVERAGE OF YA' B.MGWAR MORTARS UWWPE'SMMMNTHEPROPORTION60F1PARTPORRANDMWWIO%TOILFARTB LME PUTTY TO 1-11 TO1-1 THE SIM OF THE CEYAEM PLW UME PUTTY 1-1 OF SMA IO GROR GROUTBIULLATTANAMNIWMWMPRESSNESTTETJGTHOF2,=PSIMAfiNWUME N PRCPORfIONS OF 1 PAM FORTLAND CEMEM TO 1 PAM LIME— TO 2 TO 3 PART'S SAND. TO A MA 1—OF 2 PMIS GRAVEL 11. DOA- )N ANOBACKMLL NMBONRYO?NTPACTOt SIMLSERES—BINEFORB1O6iLNGILLW133TOA PONT NOT DOEEOPIG rFROY THE TOPOF THE WILL EONTACTM SWILL ALSO O—TE FINISH GRADING FOR fi11RF SNAIL BBIPD ALL LMLLB VIATHiPTLOOFALL MIUS—GRACE AND PER FO RM ALL DOX-TION NECESSARY TAR THEE GNOFWSONBNRANKNCNE]LPANSNEFLLSIIMLSEUSEDNBAOETLLNGBEHNDWALSALL RENANNGLMLLSSHALLBEADEOINTELYSIIORE --TIE—A CFEPATON 12 CEYEM -ACE} ABDJE GRADE RO AN OO T IA -T SON aW(NINLL9 AND PIU8TEf18 NDI(}AIEDON THE PUNS SwMl RINE A CEYEM PLASTER BROWN CGT OM•THXXO APPLEDAS NEXT® PORTUND CEMENT -1 PART HYCAUTED LIME SMA 1500 KA PARTS AM4&WNKILGE AGENT -30Z BY NEOM PER SKI(OF (£MEM FOLLOA%IG WTH 1R' THIOL DOOR CGT. PORTLAND CEMENT STUCCO. MM NTN MITER PER -WFAC -- INS --EXCEPT AOD ONE PPRP ADMRTLRE EWLSON TO THEE PMTS OF MATER FOR ALL DTEROR ET— ARMED TO V1A118. 13. CEMENT MASTER FLASH TEXTURE SHALL BE AS NOTEOON THE PLANE IF NO TEXUW 5 NOTED R SHALL BE AS 6ELECLEDBYTHEOVfER IA.OEWRNT 4TER CHLOR SEE MAN FOR NLOR IHECONTRAROR SHALL MMYAlXA'BAMPLE AREA OFFN4 CGT FOR OWER APPROVAL PROR TO BALANCE OF CARMEN W]AL tS. MITER BFALEiI APPLY ROI-YELLCAMIG PE2ETRATNG SEKl3t TO ALL PLASTER 9lREALE6 SEALERTOBEMPAQE 511.OREOWL 1B BRILL ALL BROL SAIL BE AB NOT®ON HARO6GPE PLM. ALL BRIG(SWLLI BE 9EKF31 W1MA wTTE fNL41 PENETRATNGSEALMS ASMIRAO.E511,0NEQUAL WATERPROOFING I ALL BELOVGRADEPORTIONSOF{ ANNG1 USMIOPOOLBOOBEAMSMUSTMVITETFROOED 2 V RPROOFNGSHNLBEANELLRTOMERTICLIOUOPOLYMERLATERAL2OATS ASMANOACiIXEDBr THOROSFAL-- 3ALLSOECONCRETE.PAVERSANOTREMUSTWSEALEDWTH'Stt'YENETRATIWSEALERSYMM EOREO L POOLS, SPAS AND WATER FEATURES ALLPONB,VAF, IOWTANLIAHVJI. PTRAYL [IC PIINLL OONiRucTFOAe TNPIoxJ1uC61R11t. THEE PUNS ONLY Nq(ATE THE SHAPE GMEN810N8 AND AND HYLATENT OF THEN TO T EEATIAE CONTRALroR WST SUBYR 910P DRAWINGS INOGTWG 4 ei-Cf WAl AND NVOAUUC DESIGN i0 THE LANOYAPE AROIITECT ANO OWER FOR GFVEW ACR TO COYMENCEMBNIOF CgMTfEI(.TIW. GORPAROR 5 RESPONSSLE FOR STRUCiLeUt GIGAATONS IF MY ARE 1EECEOAND6INMRTK6TOTIE NFALTIANDBULONG DF➢ARTMENTS STEEL FENCING AND GATES STEEL FENCNG MIDGATES SKALL M FABRICATED BY A GLFORNA —1-0—TACTOR CONTRACfON SHALLSLSY1SOPDBMVNGSTOTIEOMERANOLANABGPEAROIITECTFOR1— PRIORTOFABRIGTIONKL STEEL PT3ARlG9W11 BE HOT-OPGLVM® MD6NOP PPoMED ANY wTEAAL GLLm WT AS vNOUGHT IRON•ON THE PUNS 9wLL BE WTAIPPEDGKVAN�D STEEL FELOPAINTALLSTEELWM2001TEOF NIL TRALOALNYENAMELASwNIFACN OSYOATHEgNATAS CARPENTRY WORK I VATNMANSHIP FERFOWALLMAD INACO—D4NCENTH THE BEST STANCAROSOFPPACTICEMIA—TOTHE TRADEAND CAMUUYPLANANDLAYOUTTHEY—ASREOUIRED PWPERIYAVAYMODLTE THE MARK OFOTHER TPAIES AE0L-TELYSANC TANDFITWNlBER IMOTHERESPEMT LOGTIONB,TR MLNEGRAOEANDIEVEI, A811DI(gTEp OR REOUNED AND PERMANENTLY SEWRE N PROPER POSRAN WTI $PLIES, NABS LAG SCREWS BOLTS HANGERSM OTHER FAETENNGS. AS NETAED FOR PROPER CONNECTORS SO THAT THE SIRUCRXE IS SULSTANTML AND-- N ALL PARTS AND -- S El ONNECTIONSST3UEl WAL ENGITEFRG DETAILS AND wROAARE. IF ANY. WLL TMA: � OVER THESE PUNS ANDCETAILS 2 CONNKTION8 w1EOONNECIR]IDl9ETVAENET6EF6TKLR.AWI MAIO¢{UIE FUCEFASIEIERB W1H1q/f�LITTNO VAOQPFE�iIl MNBNR�UNED WLLBOLT TALES 8AME8�A31KEAp ROOT CALETETt. BELTSAPREiSO11E SAW �IHAILDM3ElHl AB BHLMPL. TUN NAG SCREVS NTO NACE,EMINI OLTS PROYAE BOLTBANOIAG 8OEN5MATLNALB6M UNOHt EVERYfE3DAND MR BEARINCONWWU TCHTBA SOLIBANO UG SCNENB AT NSTAWTON: GACEFlLLY RETIGHIEN JllBf PROR roCL08NG NORATCOAVLETAN 6 PROJECT ] ALL DPOSEDHu31DnRRE SHWL BEPANTED WT1 } CGT60F INWSTtML WPLITY Ew16 TO WTOIGRPENTRY A ALL NMLB CONNECTOE OR OTHER HAFONARE SALSA BE GALVA DORCAWIUM PLATED IAALEWOTEMMSE NOTED ALL CONNECTION .—K SHALL BE BY SIMPSON.-EO.AL SPAINTNGALL WOCOSULLMPMNTEOORSTAWMPANTMASTAWS UMBYq NEgwR A SAIL CONFORM i0 MEN REWIREMEM9 POR EXTERIOR PALM W STAN SYSTEMS ALL CDLCRB SHALL SE AS NOTED Oi THE P. W AS SELECTED SY QMEIE HARDSCAPE FIELD EVALUATION SCHEDULE IF REOIESTEO SY DWAEI i I FELDE—LATENCOOANATON THEFOLLOMN LE TCNLS6 UN NRNT®BYTHECONTwCTMR COORDIATEpiMOLIGH TIE OWNER IAB9UPERIMEIJDEMI THECOMACTORSHALLNOTFYTHEOANEI OBBE ANON OIMINLEI CAPE ARLHITECT NOi LE85THANFCRIYEOHT FIIGRIIENADVAgDE OFANY OB6ETNATIOI O]MMAEDWdac WITGIIOBSERVAiONOPTHESE PHASES DFMHEENNAT!"GILPRAlMENEE T) WITH ANYNEOIPED ONNGE ORMOOICN ASTOTECONT ANOTEXPENSE THEOINIATON B1/9iM1BNM SHALL NFARM THE UIVO6GPE AROiRECT AS TO TIE ABSEIL ANOTIIE 6 TEOB»ETIATp! fORTYFJONTf IMI HdIR81NAOVANCE SPECIREATANE POSSSIE gSCPEPMGES, WE CONgTION6 MJDOTIERAWEMSCF TIE PROJECT CONBTPolCTION HORN 6UOI A$SLOLEg1lwG AND fEWRiELENTSFORSTAWNGNORK. PRKIR TO THE RAFFLING. CONTTACIOR BIIALL iNROIIGIILY AW WIM HIMSELF WTH SITE OONgipNB AW THE PLANS DETAILS ANDS IFIEKTCN6. 3 CONSTRUCTION STAKINGANA LAYOIR OBBE-ATONTHIS EVALUATION SHALLEE PERFORLEDAFTERALL HMASCAPE ELEMENTS IAS WDICATEOON THESE PUWSI. MOW LNEB MID F.—RADES HAVE BEEN LOCATED N THE FIELD, BUT PRIOR t0 FORMING -EXCAVATION A —I— N-1—OBB—TON 1HSEVKUATIONSNNLLBEPERFORITIED—KLFORMNG. EXGVATCNANDRENFCRCNG STEEL LAORK HA6 BEEN CDIiLETE. BLIT PRIOR TO MACETAENTCFAM O]NOETE 5P-GTESSEVKWTIW6 ME WIDSAPE AFO TTECT BWLLL PERORM PEROOC EVKGTCNS BINNG CON3TRUCTON OP TO TOHRPENBIAEGUNECRYANCETOPUNBMOSPECFIGROS IASAMHOR®BY OM ERI e FLAK EVKWLONFRO,ECTPWOILST THSEVKWTIONIVSRYPLL BE PERFORIEDTOiEViEW TIE OJMRACfED M.IXM NCJGTEDON TMEBE PLANS PRIOR TO FNAL PAYYEM TO THECONTPACTOR !l�IOATOIA w4mrM mo=13 ROD" 1im w OMMIA Q QdumoM. MIQL lq1 A O/al DAIS oNae/vs SCALI �m DOE im-rl • NOTE: CONNECT VALVES TO EXIST. MAINLINE WHERE POSSIBLE, ADD NEW MAINLINE WHERE NECESSARY. IF THERE IS NO BACKFLOW PREVENTER AT P.O.C. INSTALL AS SPECIFIED IN IRRIGATION LEGEND. TIE NEW VALVES INTO NEW CONTROLLER. TU='E: MI AKICI AM17 nl- ABAA... • . aRAIN9IRD 100a5O T NF ]0 .10.13 30 at 5 G ����RAINBIRD 1BOAdO.TM,F >0 .36365]105 8 G B�RAINBIRD 109x-130,T,H,F 30 .05.5]130269 13 G RaNBIRD Lnce369 m a � � %ERI.BUBBLER RAINBIRD%&19 30 t J 13 EMITTER AOA aA,uve...�,.,......... ... EXIST SHRUB IRRIGATION TO REMAIN. REPgIR ANY EXIST `���' RAINBIRDXU100.BCOM CONTROL ZOlE KIT ►�NIBCO T11] GPTE VALVE PER LItE S� API CEFCM SELF FLUSMNG EtO CA➢ VALVE iRA -RD PESB SERIES VA VES ®RANBIRDESP-15—CONTROLLER ® EI95T. VMTER METER PER WATER DS- -1— 976 XL ISTRICTWILKIN5976%L —I— MNNLINE SCM 10 PJC PIPE WITH DEEP SOCKET SCM FlTRNGS LITERAL LRE CLASS 390 PJC PIPE SLEEVING SCH bABS di PVC FIFE -11/ TMES IRRIG PIPE VALVE STATON GPMIGPH VPLVE SIZE DES. I. MESE PLANS ARE DAGRPMATC 2. MAINLIFE AND VALVES ARE SI—IN MARDSGPE FDR CLARITY ONLY 3. IRRIGATION CONTRACTOR TO INSTALL RAINBIRD PRS BODFS dJ PLL MEADS ADJACENT TO —F—E .rea.,olma. wwr. .o=0 CRAV" ppK)l.,. MoL n DAIS cwsew 8CALlt Vr - T -w 1l4olow ® ovum AI CITY .1 ". I Tt .6ro py*. PULP �.� Ip -1 M w • • 0 • rlieltea ee �� a errs aria asaam mm� w t1Ee rrtaooeo Q L m 6am er, a Laer Q >a raaar ew C ee ams at!lOma a) 1M m R ® Q a asa w tm e e etre ew a� lep PLOW =a • • n..,•.., w wu... .m.. w,u 14 ii «w 4� �tres tern neer r s tea L � 10i�� • �• t ! 0 { the a ue r mets to >• r as ea � r� a� I'�II w Pesos �lll0 FSG as. lee syr- ■ , �.ww�, �A.• _., mlimm mss a '�witi eeew r m e •Les _ a��ui �w�� fa �a�.l•�1. _.�.$ >• ani w. �ia�E�... t/e• mem e mets no to se a _�...w s.� s' — JEWW".)CM a ��QssrrtAe•1 WE .— �.� :m _ g LI:!! ^�i � @ =01 lll= . pw �� w� n �a Ms A.r 4 . =iiC.a rli�lill�ilY1fl baa maswrm - ?. Cme`R) rem rami eI �sop= rwolfr M e! !m f wu ®pm w w . 4. 4� t♦ e s _� w ! $mow �a sa4r-ar wEa wssise I " �. Y�y �IL1. �� ee erm ass a tm tow tno! w A0 ID IOe! eL I� �!Q ii. 1�R • l p11�. • tear a r1I SIR 1r f1� Or r1�1ei >elw S ID tesor . r� a pis ao�>: �yf •f,^ N 7VPr-1L 71EE AND PALM IWIM7101 DETAIL K CI* VALVE rto men ata w mooIL � O � . see. rle INVERTED HOSE BIB ylr a ro teo ora A BACKIFLOW PFIENENTOR t mromm Doi Cum C AIJiO mmo VALVE D 4117E VALVE E HOE LANDSCAPE AUMT.TS.=. 74020 ALESSAMONO, $URE E PALM DESERT, W $2280 J760) 5663824 FAX X760) 773-5615 E-MAIL ADDRESS: PW@6W-PO.COM ee �� a errs trs � � m menu: I a 1� 41tl 44111r� em pan e: 4� �tres tern neer r s tea L � 10i�� • �• t ! 0 { the a ue r mets to >• r as ea � w 4� a ro..w.w Aa a4EEs � �lll0 FSG WASIEWOVALAr twr mlimm mss '�witi eeew _ a��ui �w�� fa �a�.l•�1. _.�.$ >• ani w. �ia�E�... t/e• mem a _�...w s.� s' e� yytt m- w teem Sam -man" a ��QssrrtAe•1 WE .— �.� :m � @ O eto ! pw �� w� n �a Ms A.r 4 . =iiC.a baa ` Aa s��'� i wr�asa�v os�. w�i�■ ��s�� rem rami eI >!D I/!a la rwolfr M e! !m rum nett® mef w w . 4. 4� t♦ e s _� w ! $mow �a sa4r-ar wEa wssise I " �. Y�y �IL1. 11� i ll�lei YY7 S IlwElen r� A0 ID IOe! eL I� �!Q ii. 1�R • l p11�. • r�C mer r1I SIR 1r f1� Or r1�1ei >elw ted[ tYLL m 2. > to s sacs a s ae>v a . r� a pis te< w AL w A4e w r rr. 44� w •44$44 Ai 4r a. 74Ei� s sw-s �R N 7VPr-1L 71EE AND PALM IWIM7101 DETAIL K CI* VALVE rto men ata w mooIL ylr a ro teo ora ova= a s�t! ss eav >_ maw Q a as ass F ROTOR FOP IP G LAWN FOP tP H 12' + W HK*4 POP IP I GHRUB HEAD LANDSCAPE AUMT.TS.=. 74020 ALESSAMONO, $URE E PALM DESERT, W $2280 J760) 5663824 FAX X760) 773-5615 E-MAIL ADDRESS: PW@6W-PO.COM a ams!lei Q t t 3 lIOLMorI ver em pan e: 4� �tres doom 0 { �lll0 FSG twr mlimm mss � @ O aeeoes baa � � Ioo►� fuer !tom ■o car rat IameL tm }1,�p meleQ � rum nett® mef I " �. Y�y �IL1. 11� i ll�lei YY7 S IlwElen r� A0 ID IOe! eL I� �!Q ii. 1�R • l p11�. • r�C mer r1I SIR 1r f1� Or r1�1ei >elw ted[ tYLL m 2. > to s sacs a s ae>v a . r� a pis te< w mta mo terve cow N 7VPr-1L 71EE AND PALM IWIM7101 DETAIL K CI* VALVE ylr a ro teo ora ova= a s�t! ss eav >_ maw Q a as ass ep w seam oar 4 a tsaar ��� �a ta/t rw ea >4 taw mer a rrs ea 1e��sez L set. msa >f rtarr (eta dtss eee� AT 13P • arcs . • .: , • . a o or r meas L not®0+:e■s/tt'ts4 �: ` ps�� A&L mv a to � tet maw esr eta rio trrrc tm .. �� ares*� t o0 otms es rarer a ets ea �wr��,Z s � +• no err pwa a wsseaoe► e a if sea s s moms asstafo[e slag +e adosmts mew M ALL verse rm to otea rre at nam J DRP I L EW Idt FLUO In VALVE LANDSCAPE AUMT.TS.=. 74020 ALESSAMONO, $URE E PALM DESERT, W $2280 J760) 5663824 FAX X760) 773-5615 E-MAIL ADDRESS: PW@6W-PO.COM t t 3 lIOLMorI ver 4� MAIN? •� doom 0 �lll0 FSG OWNER" IRRIGATION WORK RESPONSIBILITIES 1 Cpt61RlICTIS gESPONN THE OLYER3Ni ERESPONSGLE PoRALL A9pECTSOf CON6TFNCTCN MOUWiGALL 81RIWTCN EVKWIALUAT CIS ALLFELDMEETN0.5 WMLLENRNTm BY THECONTMLTSANp fAORLRLLTEDTHINIA' THEOW.ER(Jp09UpHiMEfAENTI TO TIE IANOBGLPE MOfTECT. TILE LgIp60LPE APS -LL E N A BI.PPORT EVALWTDN ROLE TO TIE OM16i (ABBTIPERIMENEIIf), PROVDeG IIfTEieNETNE A.VCE ONLY. N A(YSgpAME YMTH 11E EVALWTON BOEOLE. 2.OEtERMmeA LEWL AND PHYSICAL ELENENtS THE DINNER NOB311PERNf}ENOFNTI9NU BE RE6NNB®IE FOR OETSW WING PROPERTY LIES. IB -OF-. TRACT BWNDARES, GRADES, EASEMENTS, UTL LOGTONS (ABOVENOBELQYORAEE)ANDANYOTMALEONORPHYSOW ELEWNTSASREWIREDFORTIESUCCESBRA COAPLETON OF THE NOTM. CONTRACTOR SHALL NOT BE PERM(TTEDTO PROCEEDVVRH ANYYDIM NITLXJT DEtERMINATION OF THE ABOVE FACTS 3.BREOBCRW-EB ALL dSDEPANGE3IN SITE DDNDTDNS,pNN1NOs SBPEgFCATIONs81ML1E IMMEDIAMLYBROWMTOTMATTENTONOFTHEOVME("WPEMWENMNT)ANDLANO6WPEARgIRECT. RIS TIEO-ER S6108WPERWTENCENTWREW WBLRYMCONSILTTHEUN PEARSRECTPRK MMY FURIHE(i MARK.TMTARU A -M OiTEOOSCREPACYANDCSTINUmNOPItNRHOUTVMrtEH AIIRIONP TON RiOM THE DIMER SHALLM AT THE CONTRACTORS RISKAIA E%P % 4. CONTRACTFU,FLMENT KL WE8TDN8REUTNG TOINIERPRETATGNOF TIE BPECFX%.TDNB.QUALITY OFNpdt ANDAGCH+TABLE OWELLMEM OF NTEM OF THE LONTRIICT OOC114ENTSHALL BE DEG fID CONOJNENTLr BY lIE OWNER (.IDB SUPERMENCEM) AND UIDSGpE IROeTECT IRRIGATION GENERAL INSTALLATION MOTU 1 IRRIGATION PLAN I5DWGRAMMATC, FNALLODATGNOFPPIMNLLEDETEWM ATNAEOFMTALUTON WMNE-LATEPALSSIMLLBEPUCSONSAYEtRENO1-POSSIBLE EQUPYEM SIibrM4NRAVmAFE)SG FOR QBlpi O.ARPCATCN PLY AND WNLL E eSTALLm N PLANTmAREAS 2 RSTALLALLEWPW ASW -A -ALS KLEQJPI- R WDI-NOTAM-DONTMDAA IG SHALLE-IEDBYTHEBAGATXMi CONTPoI M 3 NL EQUPMEM SMLL E NSTA-. N AClOTD -- WW WACTURHi'S NSRNCTKXIS ANDSPECFKATCNS 4 BAO(FLOW PRATECTION UNR(5)-1 E INSTALLED N ALNR04liCE NIT. LOLL O0LIE8 5 IRNOATIS WNTRgCTOR SMLL E MSPSSBLE FOR PROPER NCYbtMANWIP.WIG WBTALUTON S. ALL MAINLINE PPNG SNCL RAVE A MNI WM OF -DOVER (24- MI -ROADS ANDSTREETS, AND24• P MBSER RING S PPE) ALL UTEMLPPlWS-ETIENOImAIANIVWOFI2'DEEP ALICONTROMAEGOiNGt11AER piNANT6 BNALLESIEEVEO1Nq PVCPPE. UTER4L PPING GOING TINDER SNENAYSANDSTFiffTS SALLSE OOAEDC T ALL VALVE COIli1d)L W8E WNLL E NSTALIEOIN SAME TRENCH NRH IMNLME MMETEVER PCBSMLE NVDSHOIL E SOLIDCOPPER. AMg814. TYPE W. piECi BURIAL NIKE L1WNG 9MPrITE S SCOTS{ W YMRE CDIBEGTORS S. ALL TRENCH BOOEAL 604 911A11 E O.EAN. FRE OF ROCKS TRASH, GLASS.90LVENT ANDCEMENI O3MANERS AND- OONRNRSSINLLCOMPACTALLTRE TOAOBSITY TOMEUNp6TI1RED801LAFID L E RE6PCVSBLE Epi BRWGINGANY SETRm1TENpiE3 BACK TO FMGII GROLE 8 COIVTMCTS 9-RL19t KL PPE LIES PAM TO INSTALLING RRICNTON IEA06 0WNTRgCTOR S-1 WALL VALVE BOXES AT GRATE OVER ALL ELECREC VALVES ANO NSTALL AN -N VALVES AS NECESSARY TO PIEVENT-MADEROSION!AGE EROSION! OR (AMAGE 11 COMPACTOR WIAl1 ADN" -MAC3AFD VALVES ROR PROPER OPEMTON NDp�ERAGE MARSALONG WT RATWNO TA AIAOdVEWAY95nN1 ESET BN3L18'FROYBSCE FACE OFCWS ALLIEAD39NLLEAOIhSTm SOTVATERG LHRONH ONTO SIWCTUtESS YASSRY MALLLs WOTIEMM30WIB PERMfTTmS HARDBCAPE 12 IMWLTPOAERFOROONtR(1l1 GTO ER(W EPHON BY OTHERBSAEPA ONTRO]IITBNAKER.F6tIWTX3N CONT KME WLEfESPO SAUTI-RMAGNG OOMECTIOIG TOOJNTFGLLER GJFI1Np1ER FIeL LOGTON BWLL E DETERMINED By OVNER'S AUTHS-RE6EMATNE 13. RM WNO6GPE AROITTECT6. INC. SHALL APPROVE ALLINFIELD DESGN CHANGES WE TO SRE PLANAND ASSU.AeeuME Z U PUN CHANGES TO GUARANTEE DE81GN WJERAGE 6 HEACB. S THE IRRIWTON CONTRACTSSHALL FULLRFSPONBELRY 14 RGALANOBCgPE ARCHITECTS. INCSHALLNOTERESP MEFORIMPROPEROPERATCNOFSYSTEMp TO COMPACTOit NOT FOLOAOF PUN PPE SILNGSINAOEWgTE STATIC PREBWAE OIE TO NFIELp OESIGNOWJGES MACE VMTHDUL APPROVAL p RCA 15-LANCSCME -3. INC G NOT REWISIBLE-EINORS N NSTALUTION PROPER INSTALLATION IS RESPO ULRYOFTHECONTRACTOR 16. I.VJOSCAPE CONTRACTOR 6HALL R6ER TO SPECFGTX)NS Epi fETNLS. STANDARDHOF WTEFNLB NA NCYMYNt91P SPECIAL NOTES 1918OJBSPPAYHEADSSAPo N PAYEPER MNIXTTOAVMLLAFENCESOTHERARMWETSTIMY NEOR CF O.FAR VIEW ANAPPROPRATEHEIGHTPS4A HEAOSHALLE NSrALLIDApMCENR TOKLMALIb, OPINES, PATDAREASAW ALL AREAS AOIAGEM TO PFDESTRNNiRAFFC FINAL N6TKUTXXINUWIBHKLE FLIGH AID N SPTAS EDS ONE NSABOVE GRADE. 2. pMMCIS SHP11 NiWIDE TIRES BUBBLERS AT TIE EWE d: TIE ROOT BALL FOR MCH fELDGROAN S2f BOX AIALARGERTREE, SANYOTERTREE, ATTIEORECTCNOFTHEUIDSAPEAROI FM POFL SPRAY SPEOFICATOM UNN YORTPOPIPBODYIN87Nt0NAT- ANNUAL O:.LS'B'S 1T POF-BODY S -DS: B'S 11 POP W BODY GROLINDCOVER R(OLI RATS I OR 4 POP- BODY FOR LOWGRC4ATA TYPES, OR POF-FS TALLER TYPES NOTE GROlN0.1'NER SPECFEDA90NE GALLSBINLLEMNTEDPER TIE bIgLHOETAI CONTRACTOR IRRIGATION WORK RESPONSIBILITIES NECESSARY TOFUNSHAIAINSTALLA MI-ETE BMBGATONSYSTE41 A9 S NON THEOTNVRGSANDSPECSEO .EREN 2 GONFORLIMCE ALLIWNGATONVARt U-OONFORMTOAPPLCABLELO-COSTYANOCRSTATECCAS. REGUUTCNSA-PO, Fe 3 LCENSE- ALL VAIM SHOLL E PERFORMED By 4 G2) CALIFORNN LICENSED LAN06GPE IRRIGATION CONTRACTS 4 PERMITSANDINSPECTONS THEWNTRAMORSHAUMTAIN,OD-NATEANDPAYFORANr AWALLPSRMRS. FEESANDAGENMNBPECTO SMMO,,,O 5 INSURANCE THECONTRACTORSWLLLCARRYAUY KIMNSWMPE TQN,PWLCLMBILRYANDPROPERh D4 CEINSURANCEASREWIRED9YALLAPPLCABLECODES,REGULATONSANDWTIEOM83(61OB SWERINTENDENT) SITEVERPCATON PAM T0004MENCEMENTOFNORI(. THE ATT -.-ALL WHDITIONS AND DMEMIONB SHOVN S THE PUNS NECESSARY TO ASEVE TIE NTEILJm CESGN OFTM IRPIG4TKNSYSTEM ANYDLSCT>£PANCES9ULLBEIMABDwTO.YREFpRTEDTOTHEO .(.IOBWPENNTET6£Nn 7 LMNEFORENCiK)AOIMENT THEOONTRACTORSHALLEREeFONSI&EANDLAMBLEFORANYENCiOAO1M NTMO AOAiENT PRDPFRTv. PORTAE -WAY EASEMENTS. ET -S ORANY OTHER LEOK PF0MRRY FESTROTONLS EITIER MARKmS uNNAR(m S PONT OF CONE NM -ATM THE CONTRAGTORSNNL VERFY i1E STATIC PRE98UPE. 4E1ER3�gFAS� OF SERVICE TO METER P O.0 ) AT EAO4 POM M CONELTON B FELOSTMM PNCR TO MTALUTON. THE CONTNCTOR SHALL LODATE. BY-SOROTIE3t I -S ALL PRf891.RE 6LPPLY LINES. COVRiOL EWPYFNi, GRO1W CODER OF38EATCIS ANO NERDS FORAPPROVK BY RE GAINER IAB WPEFBNTEAOBrt) COORAIWTDN aF ACTNRES THE COMPACTOR EEOISBLE FS COOROTMTBN OF HIS ACTNREs N1TH ALL OTTER TRADES TISAUGH T­OVMER (ABq UPETUMFONT iTEFffiVTI 31 ME18lm fE91GN COVERADE' THE CONTRACTS WNLLERFSPONBSLE �piCOWLETON. MDOPIGTDN dt REVISpSOF THESY6TEMASNECE95ARY TO MNMAMTMECONS CO✓ETNEpESGNOFCONTRACT DO ND ANY �VWTONRHOM THE CONTRAO7 OOOJMEMSS-HALL MYE THE PRCRYAITTEN APPROVAL pTHE OVNEAANp LANpSCAPE ARSIiELT 12 NOTRGTCNS pSCMPAN W ANY DGOEPANCESBETNEEN THEFELDO-HTIONSONDTHECONTRACT --T. ANDOR THE OESGN MEM, AFFECTING THE SUCCESSFUL WMPLETON OR DUST OF THE PROJECT SHALL SEMPORTEDTOTHEOWNERANOLAND3CM OTECTIMMmATELY ALLWORKRELATEDTOTIEPROBL.EMAREA 6HALL CEA6EUMILL THE D18TREPONOEBNAVEEEEN TE BY THEOMNERORLANDBWEAPOifTECTIN NMTING. ANY CONiINW1DN OFVWH(GOT TIECONTRACTMSRISK AND EXPENSE 13 WIGATDN PLANS THE 6NGATION RAMS NCLLAING PIPING AND EQUIPMENT LO TONS, AREA M 90EWTIGLLY TIEOONTRACTORWNU...NO .STM-T.lW.STEM.ASRWUEEDTOAVDO PHYSIGLEIEMBRSANDCONWRYTOTHE 9RE COFDiTION6 NALLDASESTIEOONTPACTORSMALLBIWTETMT UT ITIS FE NOCOIIFLCT8 BElNE13V IIIE S5N6AT101!9Y8TEY. PLANTNGAlD NNBTRIICTCN EIEYENTS.ONp IXGTSIG UTLRIES 14 S-SCTRCALCpNECTCT LIE CONTRACTS 9RALLEFESPONBBLE FOR THE FeAL ElfC1RIGL COIBECfON FROM POVHt SOLACE TO CONTROLLFR9 WBS APPLXABLE 15 CABLE FOitpSWGE THE CpPMCTORBHALLE LMBLE Rpt DAMAGECAU9m8Y HN TOKL UTLRE6, OILER COISTRIICTCN. 81RCNT1014 AIDPLAMNG RPEMB AND W W.L REPIAQ OR REPANt MMAGE TO RS ORGN4L W OTGN NA -A TABLE TO THE ONNER 6- sups-pC@!T) fLLABLEFOR LO66 TIE CONTRACTS BHALLERESPONSE)LE AIDLNBLE FOR ANY LOSS iOHGEQUPMENT.PARTS AND MTERNLB S THE PROSECT lML(DIiLETON ANp ACCEPTANCE S TiE JOF®PET %AlulnnOB IN NRRMG FFGM TIE OVMER IJOB WPERINTEWBJT) 17 ASWILT THECONTMCTSSINLLPR MMDK WTODATEACOMPLETE'A iLPREC SETOFMINTS TW SHMM CpNECTm DULY ATA6NONEVERYOl4NGE FROM THEDRGINAL 0PAN1N0.5 LFO RUSE LD THE IW FAP ETON. TIE L H WOTORSMLLTNN6 Eit ALL MFSWTDN FROM1, A REPR'SET,ANDRECD STAKINGOFALLEQUIPMENT LOWTEOON THE WINLME ANOCW1RO`RARE LODATIDN, TO AREP A-LCEMA SNDI-FG CUtED F{GMTHEpANER (ABSIJPERNTETIDENT)ANOUNCS TANIIRECT ETENESKSHALLEFEAT AW LmIBLE CONTRACTS WNLL CERTIFY REPROd1CBLE5 AS TO gCOIRACYgW COWLETENE35 IS VMiRTEN GWMWTE ALL RRGATXIN NOM fiWLLL E WMANTEm BY liE COMPACTS AS TO MAlBTALANO VAXMYAN6.IPiSAPERI000F OIE YEM iDLLOIWJG THE DATEpFINK AC®TK!(E OF n(E PROJECT. TIE CSTRACTS SRALL PROJDE ANMTBi GUARAMEES HE IETIERiEADAT TIE TIEOFTFE FINK NBpEL1CN 19 NRITTEN CERTIRCiICN TIE CONiRACTORSWLLL PROVNEA VRITIEN (ERTFTGATGN THAT TLE N1dC TGN SYSTEMG-SECIFREE FROM DEFECTSN WTERMLSONOLAOTMASIXTT AIDNRILLCOMPLA VNTH TIE DPANINGSAND BPECFCAtGNS THG bHALLESTHE COHTRALTSSLETTERIIEADN'ETH MSSrATE II(81E NUYBW2 M iURN(Y✓ER REMS THE pYRMCTpt SiNLL SWPLT TO THE QNER MW BUPEPoNTEt�NT). AS PART OF TMB CONTpACI. rIE caLowTG rIEYs PRKN To THE nME oFTIE FeNL NSPECTXN gEPRWL1pBLE8ET OF •A38UL1'OPAWNGS. AS PER NOTE f> ABOVE S THEORKNKOFTIE OUAPAMEE LETTER C THE SGNK S1HE CEMNGTION LETTHt OTMAKEYSFOREASAIROMTCCON1R R E 1N08ETSOFAM ®ECML EMEM REOl1RQUIPm FS OPERATING. ADIL4TNG, gsENBLNG ANDREMWMG US iTPE OF EWPMENr BIIPPLEDS iHs PROTECT AS REQUESTm Br TIE DRAINER 1A1.OIDERSDECEDBtL£ TMN 4p4RUDa4 B TM eMFA4T mMMMI m1�484T m VI8 heMYcn MpN4 m tl48MUVmwfNF C. TM min mn on NA VIp4[n qln D TM BNrRn 8PAa- 84En SCOPE OF IRRGAMON WORK t BAE SIEETsvcHE DERIvm FROMI DATED REVS TITLED�� 2 W1IER MFORWTION MAS OBTAINEDFROM MRAS �� OF DATE P81 GPM_ 3 SPEC1FIm EWPMEM ALLEWPMENT SHALL BEA6LGTm MiE eNTGATIpl LEGENDAND BSTILLEDA6 PER ONS, OR MANLFACTURER6 RECOM.-T- e11NTIMGM MMLMOTE ALLOWED UNlE85AKRWEON LVN11+10 W OWMEII IJa SW6oRNOBIR AIDIAIOWE ARGMIECT. ATM 5 CONTMCTprsGWR4NTEE WNWACNRERS VARPANTES SNLLL NOT SELENE THE CSTMROR OF HG LMWL UNp<NrIEGWTYRTEE WCNNMRRANTIESN11L011Y3UPPLE THEGMMUNTEE 6 MgNLNEPIPE PRESLNEMANLNEPIPES®TNONSESR')ANDI-ASHALLEPVCOlASS315. PlE-- MNLNEPIPE IBOTHSHALL BU-MINIMUMOFtBAIDWIVE --NEIDED-1 MADEPPOIAMFAPPROIEDTVMI.GRACE1PVC00IfONDCONFORMNGTOASTMPFS. SPECFCATON 1785 1 SWVENTNELDS PVCSOLVENTNELDFRTNGSSHALLBESOI E401216KNSFAPPRO QMEORMINGTD ASTM TEST PRO(EDIIRE 01488 8 LATERALLIEPIPE NONPRESSLRE BURIm UTERALLNE PIPESMLLBE PVCDAE 2Op. WAEOAIANIWMOFlr V.nHWLVENTNELDJOITSMAGEFROMNSFAPPROVEDTYPEGMP:IIN MJ UNDCONFORMINGTOASTMSEWN SPEOFICArONS D11N 9 STEEL PPE GKVANREDSTI- PPE SHALL NEVER E USED fO CONTAL NSE CSECTXXS EINEEN TIE ALnOLurICmNTRouETte AND rIE ELECTRO mNmavKVEs SHALL E MADE VMiH CREGT-BURIPL FiA3TG ODAIEDCOPPER WFtE AVGLF A800 VOLT TIL APPROVED. MINIMUM s� 18814 ANG BUREDIB'BEIOW GI TD LGE TRO RE FOR EA. PILOTNIRE FORMOLCONTROI.IER COMYONNeE3 SHALL E VMITE MYTH A DIFFEI(BVi DOLOR STRPER FOR EACH -OW- DOIITNOIER 11 NNE1(¢JMR WFTW SMLL OCOIPY THE GAME TRENCH AID WNLLENSTALLEOKC4G TMSAWACATEAS PRESSURE SUPPLY SUTERALLINESN561EVERF-ISLE WBE LBpE TMNOM(1)WB P-WATR- TWNfE851LALLETAPEOTWETMAATWE AV SWTEXTEEORGTLw1101FEET 12. IXPANSONWRL AN EIDANWS GX3L6HOIILDE PRWB£OFS EWIONE WNOEDlt0o1 FEEL OF VANEl81GTH 13 NTE SPLICES- ALL SRCES 9HALLE MOOENIIH SCOTSLOK 8337> CONNECTSSMLNG pgClt6. PEKTRENTE CON -ORpi APPRCVm EOWL UESESPL-PERCONIECTSSEALNGPAOL 15 BAO61LL THETRENSES UM TEBAC URAL U&LREW TESTSAREPERFORAED TFENCMS SFMLLEOAREFU.LYRACMFIILED WnHAPPR MV TERWSFREAWR WOOSOFEARR10R5TONES. BACKFILL SHALL E MELMNMALLT COMPACTED TO A pRv DENSITY EQUAL TOADJACEM UNDGTURBED WOL ANDBHALL CONFORM TOADACEM WRFA<f GRADES N1TIIpli INiEGUTARRIES 16STMEl W MANYWTTINGORBFEAKINGOFOOWCAEIEORONH PAVNOSURFACELSWME RY.ITSHNLE DONEMDREPLASDTOMATSUGTNGTOTHEOMS(ABWPERMEND MMDCITISATISFACTIS,BYTHE CSTMCTOR AS PART OF THE OpMRAGT COST I) SLEEVING. ALL NNE PRE88LAE AW NONRREAAAE PPE INSTALLED LINGER CONCRETE SASPHALTCCOVOETE AVING SHALL E NSTKLm N CIASG 315 SLEEVES. TNBVTYiOUR TROPES R4T BQOw ROADBm. S 16 FLOW SNENNY9 AFD NAlXS. THEN BAOGLL®P9t SfFLICRRK SOLS REPORT SPEOfiWTOM4 --.A MwI W4 aF+ STB.ESTIE wMETEPOF TIE PIPE GOBA TISOIIGH TIE 6LEEVE 16. PPE DEAPKiCE ALL LNFS SHALL MVEA YIHNUM OFXNNp=Of SM QUOTES M'IFTGLI EADi OTHHi PARALLE LEES 5141E NOi E INSTALLED ORECILY OVER pE ANOTIQt 18.CONTIALVALVES NSTALLFAOINHRDLVKVENAEPMATELOIXINGVKVEBO-AMNWLIOFTVBVE NSE9 D77 BE1NgN VALVES. ANDA MINIWY SR NOTES (T) FROM AIB'v41LKSSTRUCLLAE M MADO-ALLATON IRMrS7CNiEAD63H WNSTALLEDOILYAFTERTHESYSTEMM3EENFLUWEDMO COMPLETE SAT -TON OF TIE OVAHi(JOB -1- r) 21 SPACING OF HEADS 8- E PETAENDOIUR TO FINCH GRADES UILESS OTWAY-DFS-ATEDS THE P1AM 22. ALL LEADS SILYL E ET PERPENOIO.ILAR TO FINGHm GRADES UNLESS OTMROASE MSISNATmS TIE PUNS 23 TIE ENTRE IRNGATON SYSTEM SHALL BE UNDER FULL AUTOMATICOPERATION6 FOR A PERODOF SEVEN m DAYS PROP TO THE START OF ANY PLAMMG 24 AM DARTY OFDE6IGN REET.W IG MGAl101J EWPYEM 8RALL E lGAl®OPFiRB: NO VKVE5NMl1 E IOGAI®N OOME7,ALL NRGATIOi LINES. VALVESAN RUNS SHORNSPUNS A6SINGETHEROFFSITE.NITHINTIE STPAVm ARFABS WlOHt WRD6CAPE AM -TC NBTALLTHE6E LME6.VALVES ANONNBJG RpSM PLAMNOAFEAS EXCEPT WERE R SOBVCUS PRAT THEY DUST cRaes TINT PAVED AREA TOGET FROM OHE OLANTNOARFA TO ANOTHER S UtESS IIOlm OT1ERAtE IRRIGATION FIELD EVALUATION SCHEDULE 8F REQUESTED BY -31) t FFIOEVKWTGN COOFDeNtON'THEFOLLONING EVKWTDNSWNLLENRWTm BYTHECONIPACi ATA COOPDNATED TISAIJdI TIE OMM@i (JS SIAERINTENDEMI THE LOMRACTS SHALL NDTSY 11EOVNHt(JOB SWERNIEIDBfT)AND LANDNTV ARCHTECTNOT LEGS TINTFORTYEGHT(4N IGLAB NApVISATT KiY R AACT EVALJMTXMI CONTIN1mNpdLNITI WEVKWTEMt ATTIM PI TRACTORS ei GATTME COMRACTSSROK. NIrH ANY REOIMEDOUTGES MODFIGiDNAT THE CONTRACTORS IXPENE TIE OWER (AB SUPERENTENDEIITI SHALL NFONM THE LALaGPE gRCHRECf AS 10 THE PtTADE gNDTMIE 6 THE EVKWiB)N FOMYEK3HT 14W HOLTS MAD/ANCE 2 m4TMcra+olBEHrgrKvi,PTEmTsmucrDN MEETTG- TTs LEErNG sraLL E WFnucrm TO DsaA98nE _SPECIFICATIONS Pp560iE pSSEPANOEs. 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