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BRFE2016-0209
78-495 CALLE TAMPICO D LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Number: BWFE2016-0209 Property Address: 53581 VIA BELLAGIO APN: 777170006 Application Description: PISCIATTA / 3 1/2' GARDEN WALLS AT FRONT COURTYARD Property Zoning: Application Valuation: $785.00 Applicant: DESERT MIRAGE POOLS & SPAS 84267 MIRAMAR COURT COACHELLA, CA 92236 LICENSED CONTRACTOR'S DECLAIL I hereby affirm under penalty of perjury that I am licensed 9 {commencing with Section 7000) of Division 3 of the Bus and my License is in full force and effect. License Class: C53 License No.: 999928 Date: - V/ Contractor: ) / VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Owner: PISCIOTTA 53581 VIA BELLAGIO LA QUINTA, CA 92253 Contractor: . DESERT MIRAGE POOLS & SPAS 84267 MIRAMAR COURT COACHELLA,.CA 92236 (760)702-9222 Llc. No.: 999928 Date: 9/26/2016 w WORKER'S COMPENSATION DECLARATION of Chapter I hereby affirm under penalty of perjury one of the following declarations: ons Code, I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the.wo7k for which this permit is issued. 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: STATE COMPENSATION INSURANCE FUND Policy Number: 9$2S416 I hereby affirm under penalty of perjury th t ram ex mpt from the Contractor's State License Law for the following reason (Sec. 7 31.5, 9bsiness and Professions Code: Any city or county that requires a permit to const ctIter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for"sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: I certify that in the performance of the work fo1whi h this r it is issued, I shall not employ any person in any manner so as to becomJect t eworkers' compensation laws of California, and agree that, if I shouldm u Ject to the workers' compensation provisions of Section 3700 of the LC e shall forthwith comply with those provisions. Date: 9— Applicant: WARNING: FAILURE TO SECURE WORKERS' MPENSA ION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRI INAL PEN LTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100, 00). IN DDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED F R IN S ION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to, any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. n I certify that I have read this application and state that the above inf mati i correct. I agree to comply with all city and county ordinances and state law relati g building construction, and hereby authorize representatives of this city to ter the above-mentioned property for inspection purposes. Date: �6- tG Signature (Applicant or Agent): co a a a O Go z Cy w cfl , o CV U_ 171 O WORKER'S COMPENSATION DECLARATION of Chapter I hereby affirm under penalty of perjury one of the following declarations: ons Code, I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the.wo7k for which this permit is issued. 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: STATE COMPENSATION INSURANCE FUND Policy Number: 9$2S416 I hereby affirm under penalty of perjury th t ram ex mpt from the Contractor's State License Law for the following reason (Sec. 7 31.5, 9bsiness and Professions Code: Any city or county that requires a permit to const ctIter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for"sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: I certify that in the performance of the work fo1whi h this r it is issued, I shall not employ any person in any manner so as to becomJect t eworkers' compensation laws of California, and agree that, if I shouldm u Ject to the workers' compensation provisions of Section 3700 of the LC e shall forthwith comply with those provisions. Date: 9— Applicant: WARNING: FAILURE TO SECURE WORKERS' MPENSA ION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRI INAL PEN LTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100, 00). IN DDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED F R IN S ION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to, any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. n I certify that I have read this application and state that the above inf mati i correct. I agree to comply with all city and county ordinances and state law relati g building construction, and hereby authorize representatives of this city to ter the above-mentioned property for inspection purposes. Date: �6- tG Signature (Applicant or Agent): Date: 9/26/2016 Application Number BWFE2016-0209 Owner:. Property Address: 53581 VIA BELLAGIO PISCIOTTA APN: 777170006 53581 VIA BELLAGIO . Application Description: PISCIATTA / 3 1/2' GARDEN WALLS AT FRONT COURTYARD . LA QUINTA, CA 92253 Property Zoning: Application Valuation: $785.00 Applicant: Contractor: DESERT MIRAGE POOLS & SPAS DESERT MIRAGE POOLS & SPAS 84267 MIRAMAR COURT 84267 MIRAMAR COURT. COACHELLA, CA 92236 COACHELLA, CA 92236 (760)702-9222 --------------------------------------------------------------------------------------------- Llc. No.: 999928 Detail: 3 1/2' GARDEN WALL AT FRONT COURTYARD. [ANGELUS SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES. Total Paid for FENCE OR FREESTANDING WALL: $108.77 DESCRIPTION FINANCIAL INFORMATION ACCOUNT QTY AMOUNT BSAS SB1473 FEE 101-0000-20306 ' 0 $1.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 DESCRIPTION ACCOUNT QTY AMOUNT WALL/FENCE - FIRST 100 LF 101-0000-42404 0 $47.86 DESCRIPTION ACCOUNT QTY AMOUNT WALL/FENCE - FIRST 100 LF PC 101-0000-42600 0 $60.91 Total Paid for FENCE OR FREESTANDING WALL: $108.77 BLOCK CQ INC. steoe itK ANGELUS BLOCK MASONRY FENCE WALL SYSTEM DESIGN CRITERIA: 1. DESIGN CRITERIA PER 2013 CBC 2. ALLOWABLE SOIL BEARING PRESSURE - 1600psf 3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf 4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf 5. CANTILEVER ACTIVE = 30pcf 6. MASONRY COMPRESSIVE STRENGTH, I'm - 1500psi. SPECIAL INSPECTION NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY. 7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE PROJECT SPECIFIC SITE. NOTES: '.''.,moi:•ri=viiCING STEEL SHALL BE DEFORMED AND'CONFORM Ii, Cn i GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24 INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS. 2, JOINT REINFORCEMENT ("LADDER" TYPE) SHALL BE COLD—DRAWN STEEL WIRE: CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES. 3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500ps1 0 26 DAYS, UNLESS OTHERWISE REQUIRED BY SOILS REPORT. 4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS BLOCK PRECISION, SPLIT FACE,- BURNISHED, OR SHOTBLAST, WITH OR WITHOUT MORTARLESS HEAD JOINTS (TONGUE—AND—GROOVE), OR ANGELUS BLOCK SLUMPSTONE SHALL BE USED. 5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPORTIONS AND REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPERTY REQUIREMENTS OF ASTM C270. 6. GROUT SHALL CONFORM TO ASTM C476, WITH AN B-11 INCH SLUMP, AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2000psI. i .FIRST COURSE MAY BE WET—SET 1 1/2 INCHES MAX. WHILE CONCRETE IS PLASTIC. B. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH VERTICAL CONTINUITY OF THE CELLS. 9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF 40'—O"o.C. OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR MORTAR WASHED 10.; GROUT ALL CELLS WITH REINFORCEMENT. 11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT. i2: FOR TYPICAL FOOTING.STEP AND DRAINAGE BLOCK—OUT DETAILS SEE DETAIL SHEET S-5.1, SLOPE 8' to 8' High Site Wall Trench Footing - C e 100rnph (ultr,) Risk Category. I 6" Wide CMU OPTIONAL WALL $TD. LADDER T.YPE., 05 P. FOR SLUMPSTONE)_ JOINT REINF, AT TOP COURSE,.' AT FI?ST CQURSE, AND .24"o.c. 6' WIDE (NOM.) CMU GROUT CELLS w/ REINF. 'X' BARS PER SCHEDULE 0 CTR. OF WALL 'Y' BARS PER SCHEDULE LAP PER 'L' WET -SET FIRST COURSE - 2-#4 CONT. CONC. 'H' MAX. .. ,.,..�..� ...,�,., ,..n.,.. ,..�., unn� 'L' STEM V. MIN., t8' LONG CMU 18' LONG CMU TYPE -PER S-2,0 16' LONG CMU 18" LONG CMU 6'-0" X4048"o.c. 84054"o.c. "4®24"o.C. 4027 o.c. 2'-0" 2'-10 6'-8" I #4048"o.c. I I #4045"0.0. -v " 4140"o"c. NO 2--0" o'=4 V-4" d y4048'o.c. I #'4045"o.c. #4040"o.c. I #4036"o.c. B' A 408'o.c. {409'o.C. ((4040"o a J4036 o.c. 4 ANDERSON DESIGN GROUP Structural Engineering Building Design 228 East 8adillo Street ♦ Covina ♦ CA ♦ 91723-2115 (626) 938-1595 • Facsimile (626) 938-0985 engrneanng excellence since t 95l^ SETBACK PER SCHED. 9. to i o W g� Z U — J � D: d 8" � 5'-0" MIN. CONT: TO DAYLIGHT I w a - .�TTF �QUCT1yFi?'0��`� CF CAti.\E DATE SIGNED 3-10-16 S-1.2LQ #6255 L w CL 7 b w C;, .� r h SETBACK PER SCHED. 9. to i o W g� Z U — J � D: d 8" � 5'-0" MIN. CONT: TO DAYLIGHT I w a - .�TTF �QUCT1yFi?'0��`� CF CAti.\E DATE SIGNED 3-10-16 S-1.2LQ #6255 L w CL . TYPICAL.REINFORCED WALL STEM TYPES ELEVATION 1 A WALL TYPES tTA & ``.t':�-;Y CREPT. f-0i i Gv;�: -t IIUG 1 IUi ! �,. E DATE, SIGNED. 3-10-16 ANDERSON DESIGN ':GIt i ; : By G �-r� .OT }. ' L Structural Engineering Building CLesl ' — 228 East Badlilo Street • Covina . CA • 91723-2115 (625) 938-1595 • Facsimile (626) 938-0465 4625555 ig ,; 'Yn9/nCCnny Cr Cerfen Ca S/iG< !SS>^ � l 1''' Bin # 'r Permit' Project Address: 3 — c� Qty cifLa Qrhl to Buifding 82: Safety Division 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-701,2 Building Permit Application and Tracking'Sheet Owner's Name: s� A. P. Number: Address: S3-52EI Legal Description:. 4 City, ST, Zip: Contractor: e C J ele h e• Telephone: Po � Address: 84—?_(s7 Project De�scription: t LJCti r W %1 City, ST, Zip: . ' ZZ� / `TL-F— . Te ne• le h Po . 7 76 Z State Lic. # : CS3 Z City Lie. #•: Arch., Engr., Designer: Address: City, ST, Zip: Telephone: P o . n Co structi n o Type: Occupancy: State ,. Lic. # . Add'n Alter • DemoProject bPa circle one): New Repair Name of Contact Person: Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: C76dZ0.Zz Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE H Submittal Req'd Rcc'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount .. Structural Cafes. Reviewed', ready for corrections Plan Check Deposit Truss Cafes. Called Contact Person Plan Check Balance Title 24 Cates. Plans picked up. Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2nd Review, ready for corrections/issue Electrical _Subcontacfor,1',ist Called Cpntact Person Plumbing Grant Deed Plans picked up _ S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:-. '"'. Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. 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' r 3 .. -�4��� Pool E �'� ._ , 1A 16 1' LAWN 2A 3 3/4' PALM 3A 1 6 3/4-1 DRIP M X: PF k F{a, l - i� X, MAC ^SOL L 0 T 317 -i"REE VACANT I I I 4A 1 4 13/4-1 TREE 5A 1 3/4' DRIP 1 1/4" PIPE SIZING CHART PIPE SIZE MAX, ALLOWABLE FLOW 1/2' 5 GPM 3/4' 10 GPM 1' 16 GPM 1-1/4' 26 GPM 1-1/2' 40 GPM 2' 60 GPM -REFER TO EMITTER SCHEDULE FOR EMITTER MODEL # AND GPH FOR EACH PLANT SPECIES THIS SHEET, Important Notice - Underground Service Alert Construction contractor agrees that in accordance with generally accepted construction OR Section 4216/4217 of the Government Code requires practices, construction contractor will be required to assume sole and complete responsibility for a Dig Alert Identification Number be tissued before a job site conditions during the course of construction of the project, including safety of all persons 'Permf° and property, that this requirement shall be made to apply continuously and not be limited to Identification ification Number to Excavate' will be valid For your Dig Alert normal working hours, and construction contractor further agrees to defend, indemnify and hold TOLL FREE at 1-800-22277 dentdesign professional harmless from any and all liability, real or alleged, in connection with the -2600 tub ubrking days Underground Service Alert performance of work on this project, excepting liability arisingfrom the sole negligence of design before you dig. professional. p p g y ft R ,40f-811 3 SUN SHELF M .. r Q 12A 1 ��� • ' 3/41 DRIP ®©■ � ,E ' I � / ■ ®I RUS Ph ■ ", y ■ s wwff/!,;�RMAM • 0"m ■, . 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'j" (�y � �. i t"%p' i"II" ) E ' µ ..,,... ..,._... �.„. ._, r,,., MAIN LINE j 1-� _� _".. ?.. � , ' � EXISTING 1 1/4 M ---- ------ - - - - - - - - - - - - - ----------------- E f 11 E ( i 1 tJi. 1 s-li I 1,1 r j •'f :-F-"'i::, " „_r'„:.. 'i W LAWN 96 ------ -------- --���� ' ��7777 71�3ii�ti■■■�ME■■■■■■■■aM■t■■■■■■■■■■■■■■■■■``0■■ ■�-s'i------�iii����- _11110-iiii------------- VIA BELLAGIO" CITY OF LA TA BUIL DING & SAFETY DEPT. APPROVED FOR CONSTRUCTiON DATE -------.BY SEE SHEET L-7 FOR IRRIGATION DETAILS PALM EMITTER/BUBBLER SCHEDULE WATER PLANT SYM. NAME NEED5 BUBBLER FAGTOR BA Brahea armata MOD XB-20PG-1032 .50 Mexican Blue Palm PR Phoenix roebelenll MOD XB-20PG-1032 .50 Pigmy Date Palm SHRUBS SYM. NAME WATER PLANT NEEDS EMITTER FACTOR AA Agave tequllana "Azul" LOW X13-IOPG-1032 .20 Blue Agave AT Agave attenuata MOD XB-20PG-1032 .50 Fox Tall Agave OGBB Garissa grandif lora 'Boxwood Beauty' MOD XB-20PG-1032 .50 Boxwood Beauty Natal Plum ® EG Echinocactus grusonii LOW XB-IOPG-1032 .20 Go Iden Barrel OH EH EquisetUm hyemale MOD XB-20PG-1032 .50 Horsetail Reed GR Gyprlpedium reginae LOW XB-IOPG-1032 .20 Lady 511pper FN Ficus nitida MOD XB-20PG-1032 .50 Ficus HP Hesperalo parvifloro LOW XB-IOPG-1032 .20 Yellow Yucca QIG Ixora coccineo MOD XB-20PG-1032 .50 Jungle 6eronlum OOLO Olea europoeo 'Little 011ie' MOD XB-20PG-1032 .50 Dwarf olive OPEF Portulacario afro MOD XB-20PG-1032 .50 Elephants Food OR Rosa 5pp. Red Iceberg MOD XB-20PG-1032 .50 Red Iceberge Rose ® REG Russelia equisetiformis Goccinea MOD X13-20PG-1032 .50 Goral Fountain VP Verbena rigida MOD XB-20PG-1032 .50 ® SM Sedum morganianum MOD XB-20PG-1032 .50 Donkey Tall O 5T 5an5evlerla trifasciato MOD X13-20PG-1032 .50 Mother -in-laws Tongue 0■ TA Tacomarla alta MOD XB-20PG-1032 .50 Orange Jubllee ZC ZG Zephyronth candida MOD XB-20PG-1032 .50 Rain Lily VINES WATER 5YM. NAME NEED5 EMITTER FAGTOR BBK Bougainvillea 'Barbara Karst' MOD XB-20PG-1032 .50 Bougainvillea GI Galllandra ineq' ullatera MOD XB-20PG-1032 .50 Pink Powder Puff DE Duranta erecta 'Sweet Memory' MOD XB-20PG-1032 .50 Sweet Memories IRRIGATI❑N LEGEND SYMBOL MANUFACTURER MODEL NO, DESCRIPTI❑N NOZZLE RADIUS FLOW PSI PATTERN GPM V d) HUNTER HUNTER HUNTER PROS-04-PRS40 PROS-04-PRS40 PROS-04-PRS40 4' POP-UP ROTOR 4' POP-UP ROTOR 4' POP-UP ROTOR MP800SR-90 MPBOOSR-90 MPBOOSR-90 6' 8' B' 30 30 ADJUSTIBLE ,32 30 HALF ,16 30 QUARTER RAINBIRD HUNTER PROS-04-PRS40 4' POP-UP ROTOR MP800SR-90 8' 37 30 ADJUSTIBLE ❑ HUNTER PROS-04-PRS40 4' POP-UP ROTOR MP800SR-360 10' ,65 30 J FULL HUNTER PROS-04-PRS40 4' POP-UP ROTOR MP800SR-90 10' .32 30 HALF CHAMPION B-401LK 3/4' BRASS HOSE BIB HUNTER PROS-04-PRS40� 4' POP-UP ROTOR MPBOOSR-90 10' .16 30 QUARTER O HUNTER PROS-04-PRS40 4' POP-UP ROTOR MP800SR-90 10' ,37 30 ADJUSTIBLE HUNTER PROS-04-PRNO 4' POP-UP ROTOR MPIOOO-360 15' .65 30 FULL HUNTER PROS-04-PRS40 4' POP-UP ROTOR MP10o0-90 15' .32 30 HALF V HUNTER PROS-04-PRS40 4' POP-UP ROTOR MP1000-90 15' .16 30 QUARTER HUNTERPR❑S-04-PRS40 4' POP-UP ROTOR MPIOOO-210 15' .37 30 ADJUSTIBLE 0 RAINB IRD SCH . 80 RISER BUBBLER 1402 _ 0,50 30 UMBRELLA DRIP IRRTr_iATrnNI I r F,P-Nin SYMBOL MANUFACTURER MODEL NO, DESCRIPTI❑N NOZZLE RADIUS FLOW PSI PATTERN " A O GPH DRIP ZONE RAINBIRD 12' PFR XERI-BUBBLER XB-10PC-1032 - 1.00 O C 30 DRIP DRIP ZONE RAINBIRD 12' PFR XERI-BUBBLER XB-20PC-1032 - 2,00 30 DRIP DRIP ZONE RAINBIRD UXB-360-025 EMITTER BUBBLER UXB-360-025-FPT - 35 30 UMBRELLA U U W RAINBIRD ESP-SMTE WALL MOUNTED 16 STATION RESIDENTIAL CONTROLLER, RAINBIRD 'DV' SERIES ELECTRIC CONTROL VALVE FOR TURF AREAS AND PALM TREE BUBBLERS, SIZE AS NOTED ON PLAN. REFER TO DETAIL ON IRRIGATI❑N DETAIL SHEET eRAINBIRD DRIP ZONE KIT ELECTRIC CONTROL VALVE KIT FOR DRIP AREAS PLUS PALM TREE BUBBLERS, XCZ-075 / 100 NOTED ON PLAN. SIZE AS H HAMM❑N #8503 BALL VALVE (LINE SIZE), REFER TO DETAIL ON IRRIGATION DETAIL SHEET ONETAFIM TL050MFV-1 ArUOMATIC INLINE FLUSH VALVE O CHAMPION B-401LK 3/4' BRASS HOSE BIB USE SCH, 40 PVC ---- NON -PRESSURE LATERAL LINE PIPING - PVC CLASS 200, PVC 315 1/2' DIA. IRRIGATION POINT OF CONNECTION - FROM EXISTING 3/4' METER, 1' Backflow Preventor IS EXISTING PIPE SLEEVING SHALL OCCUR UNDER ALL HARDSCAPE. SLEEVING SHALL BE 2X THE DIAMETER OF THE PIPE. INDICATES CONTROLLER NUMBER INDICATES FLOW IN GALLONS PER MINUTE INDICATES ZONE TYPE INDICATES ELECTRIC CONTROL VALVE SIZE NOTE: 1, MAINLINE, LATERALS AND VALVES ARE SHOWN OUTSIDE PLANTING AREAS FOR GRAPHIC CLARITY ONLY, THEY SHOULD BE INSTALLER IN SHRUB' AREAS, 2E SLEEVING SHALL OCCUR UNDER ALL HARDSCAPE SURFACES WITH SCHEDULE 40 PVC, 3E SET ALL SPRAYHEADS 18' AWAY FROM BACK ❑F CURB 8' 16' SCALE: 1/5" = I' -OI' REVISIONS Dena Date Sheets Affected By SHEET L-3 D' • IRRIGATION PLAN Of It " A O W W O C 0 O z I� - W W z O + U U W REVISIONS Dena Date Sheets Affected By SHEET L-3 D' • IRRIGATION PLAN Of It