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Home My WebLink About75519 HOVELY LANE EAST (CVWD) (3)THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF FERGUSON PAPE BALDWIN ARCHITECTS INC. AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH FERGUSON PAPE BALDWIN ARCHITECTS INC - WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER SCALED, IF SHEET IS LESS THAN 30"x42" IT IS A REDUCED PRINT, SCALE IS REDUCED ACCORDINGLY. COACHELLA VALLEY WATER DISTRICT PALM DESERT CRITICAL SUPPORT SERVICES BUILDING 80% CONSTRUCTION DOCUMENTS / PLAN CHECK SUBMITTAL GENERAL CONTRACTOR: ARCHITECT CIVIL ENGINEER: LANDSCAPE ARCHITECT: STRUCTURAL ENGINEER: MECHANICAL SUBCONTRACTOR: MECHANICAL & PLUMBING ENGINEER: ELECTRICAL SUBCONTRACTOR: ELECTRICAL ENGINEER: PROJECT DIRECTORY OWNER Coachella Valley Water District 75-515 H vley Lane Ea Palm Des rt, CA 92211 PHONE: ATT: EMAIL: 760.398.2651 Dan Ruiz DRuiz@cvwd.org GENERAL CONTRACTOR Swinerton Builders 17731 Mitchell North, Suit 200 Irvine, CA 92614 PHONE: 619.622.7000 Al l: Besim Fejzagic EMAIL: BFejzagic@swinerton.com ARCHITECT Ferguson Pape Baldwin Architects, Inc. 4499 Ruffin Road Suite 300 San Diego, CA 92123 PHONE: All: EMAIL: 619.231.0751 Amanda Schultz aschultz@fpbarch.com CIVIL ENGINEER SWS Engineering, Inc. 261 Autumn Drive, Suite 115 San Marcos, CA 92069 PHONE: ATT: EMAIL: 760.744.0011 Michael Schweitzer michael@sws-engr.com LANDSCAPE ARCHITECT Van Dyke Landscape Architects, Inc. 462 Stevens Aven e, Suite 107 Solana Beach, CA 92075 PHONE: ATT: EMAIL: 619.294.8484 Mitch Phillippe match@vdla.us STRUCTURAL Hope -Amundson Structural Engineers 1301 Third Avenue, Suite 300 San Diego, CA 92101 PHONE: ATT: EMAIL: 619.232.4673 Chades Hope chope@hope-amundson.com MECHANICAL SUBCONTRACTOR Alpha Mechanical, Inc 4885 Green r ig Lane San Diego, CA 92123 PHONE: All: 858.278.3500 Cart Clifford EMAIL: cclifford@alphamechanical.com MECHANICAL & PLUMBING ENGINEER McParlane & Associates Inc 4830 Viewddge Avenue, Suite A S n Diego, CA 92123 PHONE: All: 858.277.9721 Paul McPadane EMAIL: pmcpadane@mcpadane.com ELECTRICAL SUBCONTRACTOR Cove Electric, Inc. 77824 Wildcat Ddv Palm Desert, CA 92211 PHONE: All: EMAIL: 760.360,0036 Charles Bojkovsky chades@coveelectdc.com ELECTRICAL ENGINEER MRC Engineering, Inc. 72 880 Fr d Wang Drive, Suite C-11 P Im Des rt, CA 92270 PHONE: ATT: EMAIL: 760.340.9005 Ralph Raya rraya@mrc-e.cam SWINERTON BUILDERS FERGUSON PAPE BALDWIN ARCHITECTS, INC SWS ENGINEERING, INC VAN DYKE LANDSCAPE ARCHITECTS, INC HOPE-AMUNDSON STRUCTURAL ENGINEERS ALPHA MECHANICAL, INC MCPARLANE & ASSOCIATES, INC COVE ELECTRIC, INC MRC ENGINEERING, INC PROJECT INFORMATION LEGAL DESCRIPTION: PROJECT ADDRESS: EXISTING DISCRETIONARY PERMITS: ASSESSOR'S PARCEL NUMBER: PROPOSED USE: EXISTING BUILDINGS ON SITE: LAND USE ZONE INFORMATION: GENERAL PLAN DESIGNATION: EXISTING SITE AREA: OCCUPANCY: TYPE OF CONSTRUCTION; BUILDING HEIGHT: PROPOSED BUILDING AREA: FIRST FLOOR BUILDING AREA SECOND FLOOR BUILDING AREA TOTAL BUILDING AREA EXTERIOR UTILITY YARD ROOFTOP MECHANICAL WELL PORTOLA AVENUE THAT PORTION OF THE EAST HALF OF THE WEST HALF OF SECTION 15, TOWNSHIP 5 SOUTH, RANGE 6 EAST, SAN BERNARDINO BASE AND MERIDIAN, LYING NORTH OF THE NORTHERLY RIGHT OF WAY LINE OF THE WHITEWATER RIVER CHANNEL. EXCEPTING THEREFROM THAT PORTION AS DESCRIBED BY QUITCLAIM DEED RECORDED JANUARY 21, 1994 AS INSTRUMENT NO. 27262, OF OFFICIAL RECORDS. 75-519 HOVLEY LANE EAST PALM DESERT, CA 92211 RESOLUTION NO. 08-29, MITIGATED NEGATIVE DECLARATION OF ENVIRONMENTAL IMPACT, PRECISE PLAN OF CONSTRUCTION AND CONDITIONAL USE PERMIT, DATED 5/8/2008 634-030 017 2 CRITICAL SUPPORT SERVICES BUILDING, CONSISTING OF LAB AND OFFICE USES 20,696 SF OFFICE BUILDING (75-525 HOVLEY LANE EAST) P - PUBLIC FACILITY P.F. - PUBLIC/QUASI-PUBLIC 117.23 ACRES B - BUSINESS V-B, FULLY SPRINKLERED 36'-6" 11,480 SF 11.905 SF 23,385 SF 1,129 SF 1,738 SF VICINITY MAP HOVLEY LANE EAST w2ow 0 OK STREET FRANK SINATRA DRIVE cc LII 0 COUNTRY CLUB DRIVE N- oc.R Pic �9Y HOVLEY LANE EAST NORTH NOT TO SCALE OASIS CLUB DRIVE PROJECT SITE 75-519 HOVLEY LANE EAST PALM DESERT, CA 92211 FRED WARING DRIVE SCOPE OF WORK PROJECT PROPOSES BUILDING A NEW TWO-STORY, TYPE V-B, FULLY SPRINKLERED 23,385 SF LABORATORY/OFFICE BUILDING FOR THE COACHELLA VALLEY WATER DISTRICT (CVWD). THE BUILDING WILL BE LOCATED ON A PREVIOUSLY GRADED PAD ADJACENT TO THE EXISTING CVWD OPERATIONS BUILDING (75-525 HOVELY LANE EAST). NO CHANGES TO THE VEHICULAR CIRCULATION OR PUBLIC RIGHTS -OF -WAY ARE PROPOSED. CODE INFORMATION PARTIAL LIST OF APPLICABLE CODES 2016 CALIFORNIA BUILDING CODE (CBC) (BASED ON 2015 IBC) 2016 CALIFORNIA ELECTRICAL CODE (CEC) (BASED ON 2014 NEC) 2016 CALIFORNIA MECHANICAL CODE (CMC) (BASED ON 2015 UMC) 2016 CALIFORNIA PLUMBING CODE (CPC) (BASED ON 2015 UPC) 2016 CALIFORNIA ENERGY CODE 2016 CALIFORNIA FIRE CODE (CFC) (BASED ON 2015 IFC) 2016 CALIFORNIA GREEN BUILDING CODE CITY OF PALM DESERT MUNICIPAL CODE DEFERRED SUBMITTALS 1. DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS LISTED BELOW SHALL BE DESIGNED AND PREPARED BY THE CONTRACTOR, BASED ON CRITERIA ESTABLISHED IN THE CONSTRUCTION DOCUMENTS, AND THEN SUBMITTED TO THE ARCHITECT FOR INITIAL REVIEW. 2. THE ARCHITECT WILL REVIEW THE DEFERRED SUBMITTAL AS PART OF THE NORMAL SUBMITTAL PROCESS AND WILL PROVIDE THE ARCHITECTS SHOP DRAWING STAMP. WHEN THE SHOP DRAWING STAMP INDICATES 'NO EXCEPTION TAKEN' OR 'REVISE AS NOTED', THE CONTRACTOR SHALL SUBMIT (2) SETS TO THE BUILDING OFFICIALS FOR THEIR ACCEPTANCE AND APPROVAL STAMP. ALL FEES FOR THIS EFFORT SHALL BE PAID FOR BY THE CONTRACTOR. 3. DEFERRED SUBMITTAL PACKAGES SHALL INCLUDE THE LICENSE SEAL OF THE RESPONSIBLE PREPARING ENGINEER USED BY THE CONTRACTOR. PROVIDE STAMPED AND SIGNED CALCULATIONS OR OTHER DOCUMENTS WHERE REQUIRED BY THE BUIDLING OFFICIAL. THE ENGINEER SHALL BE A CALIFORNIA LICENSED ENGINEER. PROVIDE ENGINEER'S STAMP, AND GENERAL CONTRACTOR'S SHOP DRAWING STAMPS ON EACH SHEET OF PLANS AND THE COVER OF CALCULATIONS. 4. DEFERRED SUBMITTAL ITEMS SHALL NOT BE FABRICATED AND/OR INSTALLED UNTIL THEY HAVE BEEN APPROVED BY THE BUILDING OFFICIAL (CBC SECTION 106.3.4.2). 5. COORDINATE ALL DEFERRED SUBMITTALS AND BUILDING DEPARTMENT APROVAL WITH CONSTRUCTION SCHEDULE TO ENSURE PROCESSING IN A TIMELY MANNER AND SO THAT THERE WILL BE NO DELAY OR EXTENSION OF THE CONSTRUCTION SCHEDULE. 6. COORDINATE WITH THE BUILDING OFFICIAL THE ESTIMATED TIME TO COMPLETE THEIR REVIEW, ASSUME 30 CALENDAR DAYS UNLESS OTHERWISE NOTED. 7. PROVIDE DEFERRED SUBMITTAL AND APPROVAL FOR THE FOLLOWING ITEMS: COMPLETE AUTOMATIC FIRE SPRINKLER SYSTEM - COMPLY WITH NFPA 13 (LATEST EDITION). COMPLETE FIRE ALARM SYSTEM INCLUDING SMOKE DETECTION - COMPLY WITH NFPA 72 (LATEST EDITION). 4 • SHEET INDEX 00-GENERAL T1.1 TITLE SHEET T1.2 PROJECT GENERAL NOTES T1.3 ACCESSIBILITY REQUIREMENTS T1.4 ACCESSIBILITY REQUIREMENTS T1.5 EXITING - LEVEL 1 T1.6 EXITING - LEVEL 2 T1.7 CALGREEN MANDATORY MEASURES CHECKLIST T1.8 CALGREEN MANDATORY MEASURES 01-CIVIL C1.0 C2.0 C3.0 C4.0 C5.0 C6.0 C7.0 C8.0 C9.0 TITLE SHEET DETAIL SHEET SITE PLAN DEMOLITION PLAN GRADING PLAN GRADING PLAN UTILITY PLAN UTLITY PLAN EROSION CONTROL PLAN 02-LANDSCAPE L1.0 HARDSCAPE PLAN L1.1 HARDSCAPE DETAILS L2.0 L2.1 L2.2 L2.3 L3.0 L3.1 L3.2 IRRIGATION PLAN IRRIGATION LEGEND AND NOTES IRRIGATION DETAILS IRRIGATION DETAILS PLANTING PLAN PLANTING LEGEND AND NOTES PLANTING DETAILS 03-ARCHITECTURAL A1.0 OVERALL PLOT PLAN A1.1 ENLARGED PLOT PLAN - NORTH A1.2 ENLARGED PLOT PLAN - SOUTH A1.3 ENLARGED SITE PLANS A1.4 SITE DETAILS A2.1 LEVEL 1 PLAN A2.1.1 LEVEL 1 SLAB PLAN A2.2 LEVEL 2 PLAN A2.2.1 LEVEL 2 DECK PLAN A2.3 ROOF PLAN A2.4.1 LEVEL 1 FINISH PLAN A2.4.2 LEVEL 2 FINISH PLAN A2.5 FINISH SCHEDULE A2.6 DOOR SCHEDULE A2.7 WINDOW SCHEDULE A3.1 LEVEL 1 REFLECTED CEILING PLAN A3.2 LEVEL 2 REFLECTED CEILING PLAN A4.1 BUILDING ELEVATIONS A4.2 BUILDING ELEVATIONS A5.1 BUILDING SECTIONS A6.1 ENLARGED RESTROOM PLANS AND ELEVATIONS A6.2 ENLARGED CASEWORK PLANS AND INTERIOR ELEVATIONS A6.3 STAIR PLANS / SECTIONS A6.4 ELEVATOR PLANS / SECTIONS A6.5 SPECIAL ROOM INTERIOR ELEVATIONS A7.1 WALL SECTIONS A7.2 WALL SECTIONS A7.3 WALL SECTIONS A7.4 WALL SECTIONS A7.5 WALL SECTIONS A8.1 EXTERIOR DETAILS A9.1 INTERIOR DETAILS A9.2 INTERIOR DETAILS A9.3 INTERIOR DETAILS A9.4 INTERIOR DETAILS A9.5 INTERIOR DETAILS A9.6 INTERIOR DETAILS A9.7 INTERIOR DETAILS LF1.0 LAB FURNISHING MENU LF1.1 LAB EQUIPMENT LIST LF1.2 LAB EQUIPMENT LIST LF2.1 LAB FURNISHING PLAN LF2.2 LAB EQUIPMENT PLAN LF9.1 LAB FURNISHING DETAILS LF9.2 LAB FURNISHING DETAILS SHEET INDEX 04-STRUCTURAL 50.1 STRUCTURAL NOTES 80.2 STRUCTURAL NOTES S0.3 STRUCTURAL NOTES S 1.1 TYPICAL DETAILS S 1.2 TYPICAL DETAILS S 1.3 TYPICAL DETAILS S 1.4 TYPICAL DETAILS S 1.5 TYPICAL DETAILS S 1.6 TYPICAL DETAILS S2.1 S2.2 S2.3 S2.4 S3.1 53 2 S3.3 S3.4 S3.5 S4.1 S4.2 S4.3 S4.4 S5.1 S6.1 S6.2 LEVEL 1 FOUNDATION PLAN -'JGcTip SI:ALLCOMMENCE WITH IN LEVEL 2 AND LOW ROOF FRAMING PLAN ,,,;'E»:b OPTHEAPPHOVAL ROOF FRAMING PLAN MECHANICAL WELL FRAMING MASONRY WALL ELEVATIONS MASONRY WALL ELEVATIONS FRAME ELEVATIONS MOMENT FRAME NOTES AND DETAILS (RBS) MOMENT FRAME DETAILS (RBS) WALL SECTIONS WALL SECTIONS WALL SECTIONS STRUCTURAL DETAILS STAIR FRAMING DETAILS FOUNDATION DETAILS ROOF FRAMING DETAILS CAT f OF PA tF r',t ESEHT 9 E£ o- .'s l criro,M 2 ",1TY 91EVELCiciviENT APPROVED BY: 0C.C.11E5.NC_. ❑ RC. RES. NO _ • STAFF LETTER ❑ ARC ACTION FOR1 to 05-MECHANICAL M1.1 MECHANICAL NOTES, LEGENDS, AND SCHEDULES M1.2 MECHANICAL SCHEDULES M1.3 MECHANICAL SCHEDULES M1.4 MECHANICAL SCHEDULES M2.1.1 M2.2.1 M2.3.1 M2.4 M3.1.1 M3.2.1 M3.3.1 M4.1 M4.2 M4.3 M4.4 M4.5 M4.6 M5.1 M5.2 M5.3 M6.1 M6.2 M6.3 MZ.1 MZ.2 MECHANICAL LOWER LEVEL PLAN MECHANICAL UPPER LEVEL PLAN MECHANICAL ROOF PLAN MECHANICAL LEVEL 1 LAB FLOOR PLAN - ENLARGED MECHANICAL LOWER LEVEL PLAN - PIPING MECHANICAL UPPER LEVEL PLAN - PIPING MECHANICAL ROOF PLAN - PIPING MECHANICAL DETAILS MECHANICAL DETAILS MECHANICAL DETAILS MECHANICAL DETAILS MECHANICAL DETAILS MECHANICAL FLOW DIAGRAM MECHANICAL CONTROL DIAGRAMS MECHANICAL CONTROL DIAGRAMS MECHANICAL CONTROL DIAGRAMS TITLE 24 DOCUMENTATION TITLE 24 DOCUMENTATION TITLE 24 DOCUMENTATION THERMAL ZONING PLAN - LOWER LEVEL THERMAL ZONING PLAN - UPPER LEVEL 06-PLUMBING P 1.1 PLUMBING NOTES, LEGENDS, AND CALCULATIONS P 1.2 PLUMBING SCHEDULES P2.1.0 P2.1.1 P2.2.1 P2.3.1 P2.4 P2.5 P3.2 PLUMBING BELOW GRADE PIPING PLAN PLUMBING LOWER LEVEL PLAN PLUMBING UPPER LEVEL PLAN PLUMBING ROOF PLAN PLUMBING LAB FLOOR PLAN - ENLARGED PLUMBING TOLIET ROOM FLOOR PLANS - ENLARGED PLUMBING DETAILS 07-ELECTRICAL E1.0 ELECTRICAL E1.1 ELECTRICAL E1.2 ELECTRICAL E1.3 ELECTRICAL E2.1 ELECTRICAL E3.1 ELECTRICAL E3.2 ELECTRICAL E3.3 ELECTRICAL E3.4 ELECTRICAL E4.1 ELECTRICAL E4.2 ELECTRICAL E4.3 ELECTRICAL E4.4 ELECTRICAL E5.1 ELECTRICAL NOTES LEGEND AND DETAILS DETAILS SINGLE LINE DIAGRAM SITE PLAN POWER PLAN - FIRST FLOOR (SOUTH) POWER PLAN - FIRST FLOOR (NORTH) POWER PLAN - SECOND FLOOR (SOUTH) POWER PLAN - SECOND FLOOR (NORTH) LIGHTING PLAN - FIRST FLOOR (SOUTH) LIGHTING PLAN - FIRST FLOOR (NORTH) LIGHTING PLAN - SECOND FLOOR (SOUTH) LIGHTING PLAN - SECOND FLOOR (NORTH) ROOF PLAN =BA FERGUSON PAPE BALDWIN ARCH ITECTS 4499 Ruffin Road S uite 300 S an Diego CA 92123 619 231 0751 www.fpbarch.com * No. C 25595 / * Nj Ren.8-31-17 C• 9Tc� op CAV�Fo�• 0 0. a Co c.i a) I- = U �m cu 0 w E CO CD a cn Initial co W r C) d am E N. a_ CVWD APPROVAL Description SCHEMATIC DESIGN SUBMITTAL 50% DESIGN DEVELOPMENT 100% DESIGN DEVELOPMENT 80% CONSTRUCTION DOCUMENTS/ PLAN CHECK SUBMITTAL Date No. Date A 5/16/2017 FPBA PROJECT NO. 15066 TITLE SHEET B 6/23/2017 C 7/27/2017 D 9/18/2017 THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF FERGUSON PAPE BALDWIN ARCHITECTS INC. AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH FERGUSON PAPE BALDWIN ARCHITECTS INC - WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER SCALED. IF SHEET IS LESS THAN 30"x42" IT IS A REDUCED PRINT, SCALE IS REDUCED ACCORDINGLY. FINISH SURFACE. TOOLED SCORE JOINT 1/4" RADIUS, TYP. JOINT SHALL BE STRAIGHT AND TRUE, TYP. CAST -IN -PLACE CONCRETE PAVING. DEPTH OF TOOLED SCORE JOINT TO BE 1/4". (VARIES SEE PAVEMENT DETAIL) PROJECT APPLICATION ■ RESIDENTIAL ■ COMMERCIAL ■ HOA ■ CSA ■ LMD/CFD CONCRETE SCORE JOINT SCALE: 3"=1'-0" I H-SERIES I STD. H-001 /r WALL SECTION CANTERA STONE CAP PER SPECIFICATIONS SEE DETAIL 20/LC-8 #5 REBAR CONTINUOUS (2) AS SHOWN TILE FINISH PER SPECIFICATIONS SEE DETAIL 11/LC-6 8"X8"X16" CMU SOLID GROUT ALL CELLS EXPANSION JOINT (OMIT STEEL DOWEL) COURTYARD PAVING SEE PLAN #5 REBAR, VERTICAL @ 32" O.C. WITH STD HOOK 3/8" BROWN COAT, 1/4" STUCCO FINISH COAT COLOR: WHITE PER SPECIFICATIONS , 111�I I I I I II I I I I -I I II R .BI=III= T1 . 4_111E111—I I I =III=1 I-1 PROJECT APPLICATION ■ RESIDENTIAL ■ COMMERCIAL ■ HOA ■ CSA ■ LMD/CFD STUCCO FOUNDATION WEEP SCREED 1" TO FINISH GRADE FINISH GRADE IN PLANTER PER CIVIL GRADING PLANS 95% COMPACTED SUBGRADE CONCRETE FOOTING #5 REBAR CONTINUOUS (2) AS SHOWN #5 REBAR,HORIZONTAL @ 32" O.C. LOW PILASTER BEYOND SEE DETAIL 14/LC-7 SEAT WALL STUCCO AND TILE ISCALE: 3/4"=1' 0' IH-SERIES ISTD. H-003 LI 4 4,1 4 # 3 REBAR @ 24" O.C. BOTH WAYS P .C.C. SLAB FINISH PER PLANS 1/2" RADIUS BASE AND COMPACTION PER GEOTECHNICAL REPORT GENERAL NOTES: LOCATE EXPANSION JOINTS AT 48' O.C. LOCATE WEAKENED PLANE JOINTS PER SDRSD # #G-10AT16'O.C. LOCATE 1/4" GROOVES WITH 1/4" RADIUS AT 8' O.C. LOCATE PER SDRSD # G-10. PROJECT APPLICATION ■ RESIDENTIAL ■ COMMERCIAL ■ HOA ■ CSA ■ LMD/CFD CONCRETE PAVING SCALE. 3"=1'-0" H-SERIES I STD. H-005 =3A FERGUSON PAPE BALDWI N ARCHITECTS 4499 Ruffin Road S uite 300 S an Diego CA 92123 619 231 0751 www.fpbarch.com NDS CA p Signalre Renewal Date:1113012017 LANDSCAPE ARCHITECTS 462 Stevens Avenue S uite 107 S an Diego CA 92075 619 294 8484 www.vdla.us r N N O) cu v ca O C.) CVWDAPPROVAL Initial Date Description 80% CONSTRUCTION DOC PLAN CHECK SUBMITTAL No. Date A 9/13/2017 FPBA PROJECT NO. 15066 HARDSCAPE DETAILS SCALE IS REDUCED ACCORDINGLY. THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF FERGUSON PAPE BALDWIN ARCHITECTS INC. AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH FERGUSON PAPE BALDWIN ARCHITECTS INC - WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER SCALED. IF SHEET IS LESS THAN 30"x42" IT IS A REDUCED PR J? • SL EXISTING VEHICULAR GATE TO REMAIN SL EXISTING PARKING LOT C SL ME / 3/4" 3/4" 11'4" I tnt rea EXISTING LANDSCAPE AND \ IRRIGATION TO REMAIN,/ / 3/4 PROPOSED CRITICAL SUPPORT SERVICES BUILDINq / 3/4" co 1 1/4" / • 3/4"Q 3/4 C/ EXISTING OPERATIONS BUILDING EXISTING LANDSCAPE AND IRRIGATION TO REMAIN. • EXISTING PARKING LOT IRRIGATION SYSTEM NOTE THE PLANTS WILL BE IRRIGATED USING A POINT SOURCE DRIP SYSTEM, ZONED FOR THE WATER USE AND EXPOSURE OF EACH TYPE OF PLANT THE TREES WILL BE IRRIGATED USING BUBBLERS ON POP-UP IRRIGATION BODIES, THE ENTIRE IRRIGATION SYSTEM WILL BE CONTROLLED WITH A SMART CONTROLLER THAT CALCULATES RUN TIMES BASED ON EVAPO-TRANSPORATION PARKING LOT IRRIGATION ALL IRRIGATION WITHIN THE PARKING LOT IS EXISTING TO REMAIN NO NEW PARKING WILL BE ADDED FOR THIS BUILDING, NOTE: SEE SHEET L2.1 FOR PLANTING LEGENDS AND NOTES. 0 5' 10' 20' 30' 40' I i 0 cn =3A FERGUSON PAPE BALDWI N ARCHITECTS 4499 Ruffin Road S uite 300 S an Diego CA 92123 619 231 0751 www.fpbarch.com \00SCA pF 4<e illlp Slgnalure Renewal Date:11/3012017 LANDSCAPE ARCHITECTS 462 Stevens Avenue S uite 107 S an Diego CA 92075 619 294 8484 www.vdla.us AMI • L • CD 0 L imp RS co co CVWD APPROVAL Initial Description 100% DESIGN DEVELOPMENT 80% CONSTRUCTION DOC PLAN CHECK SUBMITTAL Date No. Date A 7/27/2017 B 9/13/2017 =PBA PROJECT NO. 15066 IRRIGATION PLAN THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF FERGUSON PAPE BALDWIN ARCHITECTS INC. AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH FERGUSON PAPE BALDWIN ARCHITECTS INC - WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER SCALED. IF SHEET IS LESS THAN 30"x42" IT IS A REDUCED PRINT, SCALE IS REDUCED ACCORDINGLY. IRRIGATION LEGEND: SYMBOL: MANUFACTURER: RAINBIRD IRRITROL IRRITROL RAINBIRD S EE SPECS N IBCO AG. PRODUCTS S EE SPECS. S EE SPECS. HARDIE O A N MODEL NUMBER; 1401 700 SERIES 700 SERIES 33DNP SEE SPECS TM595-S6-R-66 ARV-1 S EE SPECS. S EE SPECS. EHD-2057-050 APPROVED APPROVED APPROVED PVC CL200BE APPROVED EXISTING DESCRIPTION: RAD.: P.S.I.: G.P.M.: DETAIL: BUBBLER ON POP-UP 2 20 1.0 A ELECTRIC CONTROL VALVE D DRIP VALVE ASSEMBLY WI OMNI REG D EXISTING QUICK COUPLING VALVE D FLUSH VALVE ASSEMBLY D ISOLATION BALL VALVE D AIR RELIEF VALVE D EXISTING 2 WIRE SPLICE BOX D SPLICE BOX D DURA-POL HOSE FOR SHRUBS (SEE GENERAL NOTES) D IRRIGATION CONDUIT D IRRIGATION SLEEVE (SEE SPECS.) D NON -PRESSURE LATERAL LINE D NON -POTABLE PRESSURE SUPPLY LINE D =3A FERGUSON PAPE BALDWI N ARCH ITECTS 4499 Ruffin Road S uite 300 S an Diego CA 92123 619 231 0751 www.fpbarch.com Signature Renewal Date:11/30/2017 �i LANDSCAPE ARCHITECTS 462 Stevens Avenue S uite 107 S an Diego CA 92075 619 294 8484 www.vdla.us it O a. co co S an = i II- .� .5 w o0 N w 0 m 0- N N 0) U a) co C) G E Cu a CVWD APPROVAL Initial Date Description No. Date 80% CONSTRUCTION DOC A 9/13/2017 PLAN CHECK SUBMITTAL :PBA PROJECT NO. 15066 IRRIGATION LEGEND AND NOTES THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF FERGUSON PAPE BALDWIN ARCHITECTS INC. AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH FERGUSON PAPE BALDWIN ARCHITECTS INC - WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER SCALED. IF SHEET IS LESS THAN 30"x42" IT IS A REDUCED PRINT, SCALE IS REDUCED ACCORDINGLY. SEE SPECIFICATIONS FOR PIPE DEPTHS �o...o..•...00.,.00..,.o. �11-111I111 111 111 10" ROUND VALVE BOX (SEE SPECIFICATIONS) (DO NOT CUT ADDITIONAL HOLES INTO BOX) FINISH GRADE 3" OF MULCH SUBGRADE ISOLATION BALL VALVE (SEE SPECIFICATIONS) 3/4' GRAVEL SUMP IN, UNDER, AND AROUND VALVE BOX (FILL TO TOP OF VALVE BOX HOLES) PROJECT APPLICATION ■ RESIDENTIAL ■ COMMERCIAL ■ HOA ■ CSA ■ LMD/CFD INSTALL FILTER FABRIC AROUND GRAVEL SUMP P RESSURE SUPPLY LINE EXTENDED TO MANIFOLDS OR QUICK COUPLER S LIP X SLIP 45 DEGREE ELL (2 REQUIRED) ISOLATION BALL VALVE MANIFOLD / QUICK COUPLER SCALE: 3"=1'-0" I I -SERIES I STD. 1-040 111—I 11 11— 1-11 I11111I II II I I II- I BUBBLER NOZZLE AND SCREEN (SEE LEGEND AND SPECIFICATIONS) EXTERNAL CHECK VALVE (SEE SPECIFICATIONS) FINISH GRADE ADJACENT HARDSCAPE (IF APPLICABLE) 1/2' PVC SCH. 80 RISER (LENGTH VARIES) PROJECT APPLICATION ■ RESIDENTIAL ■ COMMERCIAL ■ HOA ■ CSA ■ LMD/CFD 6" MINIMUM i 1/2" FIPT x FIPT SCH. 40 90 DEGREE ELBOW (1 REQUIRED) 1/2' x 8' PVC SCH. 80 NIPPLE 1/2' FIPT X MIPT SCH 40 90 DEGREE ELBOW (2 REQUIRED) S x S x T TEE IN LATERAL LINE (LATERAL SIZE x 1/2' FIPT) N ON -PRESSURE LATERAL LINE (SIZE AS NOTED ON PLAN) BUBBLER NOZZLE ON RISER WITH CHECK VALVE SCALE: 3' =1-0' I I -SERIES I STD. 1-051 • • 1i1 III III'' 111 ELECTRIC CONTROL VALVE (SEE IRRIGATION LEGEND) 6" LONG SCH. 80 TOE NIPPLE (LATERAL LINE SIZE) CONNECT WIRES TO VALVE USING WATER TIGHT CONNECTORS (SEE S PECIFICATIONS) U SE 3/4' PVC SCRAP T WRAP 24" OF ADDITIONAL WIRE BEFORE CONNECTING CLOSE NIPPLE (LINE SIZE) FINISH GRADE 3' OF MULCH SUBGRADE RECTANGULAR VALVE BOX (SEE S PECIFICATIONS, DO NOT CUT ADDITIONAL HOLES INTO BOX) PVC SCH 80 BALL VALVE (LINE SIZE) N OTE: BALL VALVE TO BE USED ONLY IF IRRIGATION S INGLE VALVE AND NOT PART OF A MANIFOLD 11-III-11 PROJECT APPLICATION ■ RESIDENTIAL ■ COMMERCIAL ■ HOA ■ CSA ■ LMD/CFD WATER BASIN INSTALLED AROUND PLANTING PIT ROOTBALL OF SHRUB GROUNDCOVER OR TREE BUBBLER NOZZLE ) 4' SCH 80 NIPPLE (LINE SIZE) 3/4" GRAVEL SUMP IN, UNDER AND AROUND VALVE BOX FILL TO TOP OF VALVE BOX HOLES S LIP X FIP ELL (LINE SIZE) PVC PRESSURE SUPPLY LINE (CUT TO FIT MAXIMUM DIMENSION FROM TOP OF VALVE TO TOP OF LID) TEE IN PRESSURE SUPPLY LINE (LINE SIZE) P RESSURE SUPPLY LINE (SEE PLAN FOR SIZE) LATERAL LINE (SEE PLAN FOR SIZE) S CH. 80 COUPLING (LATERAL LINE SIZE) INSTALL FILTER FABRIC AROUND GRAVEL SUMP VALVE IDENTIFICATION TAG CONTROL VALVE IS INSTALLED AS A • ELECTRIC CONTROL VALVE WITH BALL VALVE I SCALE: 1 1/2"=1'-0'I I -SERIES 1/2" X 6" SCH. 80 PVC NIPPLE 1/2" FIPT X FIPT SCH. 40 ELBOW (2 REQUIRED) N OTE I STD. 1-041 FINISH GRADE ON SLOPE 1/2' x 8" PVC SCH. 80 NIPPLE (2 REQUIRED) SCH. 40 1/2" FIPT X MIPT 90 ELL (3 REQUIRED) #4 X 18" VINYL COATED REBAR "J' HOOK NON -PRESSURE LATERAL LINE BUBBLER SHALL BE PLACED TO IRRIGATE DIRECTLY ADJACENT TO PLANT ROOTBALL. PVC LATERAL SUPPLY LINES SHALL RUN PARALLEL TO SLOPE WITH BUBBLER LINES RUNNING PERPENDICULAR TO SLOPE AS SHOWN ABOVE. ALL IRRIGATION SHALL BE COMPLETELY INSTALLED PRIOR TO PLANT LAYOUTS. PROJECT APPLICATION ■ RESIDENTIAL ■ COMMERCIAL ■ HOA ■ CSA ■ LMD/CFD BUBBLER NOZZLE FOR TREES ON SLOPES WITH STEEL "J' HOOK I SCALE. 3"=1'-0" I I -SERIES I STD. 1-052 3/4" GRAVEL SUMP IN, UNDER AND AROUND VALVE BOX FILL TO TOP OF VALVE BOX HOLES JUMBO RECTANGULAR VALVE BOX (SEE SPECIFICATIONS, DO NOT CUT ADDITIONAL HOLES INTO BOX) WYE STRAINER (SEE SPECIFICATIONS) 18" LENGTH OF SCH. 40 FLEXIBLE PVC TUBING CONNECT TO FILTER PVC NON PRESSURE LATERAL LINE (SEE SPECIFICATIONS) USE 3/4" PVC SCRAP TO WRAP 24" OF ADDITIONAL WIRE BEFORE CONNECTING PCV SCH. 40 SLIP X FIPT ELL CONNECTING RISER FROM PVC PRESSURE SUPPLY LINE PROJECT APPLICATION ■ RESIDENTIAL ■ COMMERCIAL ■ HOA ■ CSA ■ LMD/CFD SCH. 80 PVC BALL VALVE (LINE SIZE) P RESSURE SUPPLY LINE TEE 1" ELECTRIC CONTROL VALVE (WITH P RESSURE REGULATING FEATURE S EE SPECIFICATIONS) CLOSE NIPPLE (5 REQUIRED) PVC SCH. 80 UNION (LINE SIZE) PCV SCH. 40 FIP X FIP ELL (2 REQUIRED) INSTALL FILTER FABRIC AROUND GRAVEL SUMP VALVE IDENTIFICATION TAG DRIP VALVE ASSEMBLY 1 ' WITH BALL VALVE I SCALE 3'=1'-0" I I -SERIES FINISH GRADE (REFER TO PLANTING PLANS AND SPECIFICATIONS) 6 ROUND PLASTIC VALVE BOX HEAT BRAND 'AR" ON THE LID IN 1" TALL LETTERS INSTALL FILTER FABRIC AROUND GRAVEL SUMP 3/4" GRAVEL SUMP IN, UNDER AND AROUND VALVE BOX (FILL TO TOP OF HOLES) AIR / VACUUM RELIEF VALVE WITH 1/2' MIPT I STD. 1-042 SCH. 40 PVC S X 1/2" FIPT COUPLER SCH. 40 PVC SIZE AS NEEDED LATERAL LINE SIZE S X S 90 DEGREE ELBOW SCH. 40 PVC FROM FLUSH MANIFOLD N OTE U SE ONE AIR / VACUUM RELIEF VALVE PER EVERY 7 GPM ON EACH ZONE REFER TO MANUFACTURER'S SPECIFICATIONS. PROJECT APPLICATION ■ RESIDENTIAL ■ COMMERCIAL ■ HOA ■ CSA ■ LMD/CFD AIR / VACUUM RELIEF VALVE ON PVC EXHAUST HEADER 3"=1'-0" II -SERIES I STD. 1-085 r r 1'-6" Ji $$$$$ e x � x, AWONWe M A-3 1d 1'-6" MULTIPLE VALVE MANIFOLD r 2'-0" 1� SINGLE VALVE MANIFOLD C 1'-6" PRESSURE SUPPLY LINE (SEE PLAN FOR SIZE) BALL VALVES TO MANIFOLD (SEE IRRIG. LEGEND AND DETAIL) QUICK COUPLER (SEE IRRIG. LEGEND AND DETAIL) HEAT BRAND ALL VALVE BOXES PER SPECS ELECTRIC CONTROL VALVE (SEE IRRIG LEGEND AND VALVE DETAIL) 1'-6" i' PROJECT APPLICATION ■ RESIDENTIAL ■ COMMERCIAL ■ HOA ■ CSA ■ LMD/CFD TOP OF SLOPE A it' TI I 'IC D A TOE OF SLOP' PLANT SPACING 2 O.C. 3' O.C. 4' O.C. 5' O.C. 6' O.C. 1'-6" N OTE: N O MORE THAN 5 ELECTRIC CONTROL VALVES ARE TO BE INSTALLED PER MANIFOLD EACH MANIFOLD SHALL HAVE A MAXIMUM OF 15' SEPARATION. ALL MANIFOLDS ARE TO BE INSTALLED IN PLANTER AREAS WHENEVER POSSIBLE. MANIFOLD PIPE SEE PLAN FOR SIZE (SHOWN AT SIDE FOR GRAPHIC CLARITY, LOCATE UNDERNEATH VALVE BOXES) BALL VALVE AND SUPPLY LINE TO QUICK COUPLER (SIZE PER PLAN) MANIFOLD CONFIGURATION SINGLE AND MULTIPLE VALVES SCALE: 3/4"=1-0' I I -SERIES I STD. 1045 I y A BC D 12" 32" 42" 12" 18" 42" 5'-0" 12" 24" 54" 7'-0" 12" 30" 64" 8'-8" 12" 36" 74" 10'-4" 12" MANUAL FLUSH VALVE ASSEMBLY (SEE DETAIL) EMITTER ON FLEXIBLE RISER (SEE DETAIL) SHRUB SPACING (VARIES - SEE PLANTING PLANS) PROJECT APPLICATION ■ RESIDENTIAL ■ COMMERCIAL ■ HOA ■ CSA ■ LMD/CFD S PRESSURE REGULATOR IN 10" ROUND VALVE BOX (SEE SPECIFICATIONS, DO NOT CUT ADDITIONAL HOLES INTO BOX) CHECK VALVE DRIP VALVE ASSEMBLY (SEE DETAIL) SWING ASSEMBLY FOR SLOPE TRANSITION (IF APPLICABLE) IRRIGATION PRESSURE SUPPLY LINE POINT TO POINT IRRIGATION WITH BELOW GRADE LATERALS I NO SCALE I I -SERIES I STD. 1-090 =3� FERGUSON PAPE BALDWI N ARCH ITECTS 4499 Ruffin Road S uite 300 S an Diego CA 92123 619 231 0751 www.fpbarch.com Signature Renewal Dale:11/30/2017 Date�gt OF cA�\F LANDSCAPE ARCHITECTS 462 Stevens Avenue S uite 107 San Diego CA 92075 619 294 8484 www.vdla.us cu V 0 a co co = % mt a) m N N 0 c0 o CL CVWD APPROVAL Initial r N N Cr) U O to C E Description No. Date 80% CONSTRUCTION DOC A 9/13/2017 PLAN CHECK SUBMITTAL FPBA PROJECT NO. 15066 IRRIGATION DETAILS SCALE IS REDUCED ACCORDINGLY. ctALI A ,e( \ 1 SHRUB OR GROUNDCOVER MULCH PER PLANTING DETAILS EMITTER NOZZLE AND SCREEN (SEE LEGEND) PLANT WATERING BASIN V OVVVV 274VVVV' VVG 70V7V000 PLANT ROOT BALL 12" POLYFLEX RISER WITH 1/2" MALE THREADED BASE AMENDED BACKFILL SCH 40 S x S x T TEE (OR ELBOW) (LATERAL SIZE x 1/2" FIPT) NON -PRESSURE LATERAL LINE NOTE: INSTALL DRIP EMITTER INSIDE OF PLANT WATERING BASIN ADJACENT TO ROOT BALL FLEXIBLE PVC RISERS SHALL BE PREFABRICATED BY THE MANUFACTURER UNLESS OTHERWISE APPROVED BY LMD REPRESENTATIVE. PROJECT APPLICATION RESIDENTIAL COMMERCIAL HOA CSA LMD/CFD EMITTER ON FLEXIBLE RISER WITH BELOW GRADE LATERAL LINE 1 1 1/2'=1'-0" I I -SERIES I STD 1-091 1 S LIP X MIPT SCH 40 PVC ADAPTER (2 REQUIRED) 10' ROUND VALVE BOX (SEE S PECIFICATIONS DO NOT CUT ADDITIONAL HOLES INTO BOX) 18" LENGTH OF SCH 40 FLEXIBLE PVC TUBING FOR FLUSHING OUTSIDE OF BOX S CH. 40 PVC BALL VALVE (LINE SIZE) CLOSE NIPPLE (2 REQUIRED) PROJECT APPLICATION ■ RESIDENTIAL ■ COMMERCIAL ■ HOA ■ CSA ■ LMD/CFD C 0 PVC SCH. 40 FIPT X FIPT ELL (3 REQUIRED) FINISH GRADE 3" OF MULCH SUBGRADE 1/2' X 8 PVC SCH. 80 RISER 3/4' GRAVEL SUMP IN, UNDER AND AROUND VALVE BOX (FILL TO TOP OF HOLES) INSTALL FILTER FABRIC AROUND GRAVEL SUMP DRIP TUBING AND/OR LATERAL LINE (SEE SPECIFICATIONS) MANUAL FLUSH VALVE ASSEMBLY FOR POINT TO POINT DRIP 3"=1'-0" I I -SERIES I STD. 1-092 I =3A FERGUSON PAPE BALDWIN ARCHITECTS 4499 Ruffin Road S uite 300 S an Diego CA 92123 619 231 0751 www.fpbarch.com �PNDSCA pF 9 Signalure Renewal Date:1113012017 �i JDSI_APE ARCHITECTS 462 Stevens Avenue S uite 107 S an Diego CA 92075 619 294 8484 www.vdla.us CJ mL Na•+ O to a) co d co C) 0 0 Initial t O Q co co cm i Ilr V :742 vt cp o0 N Cl) 0 c, O. CO CVWD APPROVAL Description No. 80% CONSTRUCTION DOC A PLAN CHECK SUBMITTAL FPBA PROJECT NO. 15066 IRRIGATION DETAILS r r N N C, V a) N a) Cl E co a Date Date 9/13/2017 THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF FERGUSON PAPE BALDWIN ARCHITECTS INC. AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH FERGUSON PAPE BALDWIN ARCHITECTS INC - WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER SCALED. IF SHEET IS LESS THAN 30"x42" IT IS A REDUCED PRINT, SCALE IS REDUCED ACCORDINGLY. EXISTING VEHICULAR -GA-TE-TO AIN_ EXISTING PARKING LOT PLANTER AND TIPU TREE TYP. ( lx1 EXISTING PARKING LpT EXIST! tC REE UPLIGHTS TO - AIN �TV P O /v W EXISTING STREET C "` : AND GLITTER PER CIVIL IRWGS. EXISTING PEDESTRIAN PATH LIGHTS TO REMAIN TYP i SL .1 PROPOSED CRITICAL SUPPORT SERVICES BUILDING 18" HT. SPLIT-F CE CMU BLOC WALL WITH SMOOTH CMU. CAP. TO ACCENT NEW BU LDING. CONCRETE EMPLOYEE PAT! COLOR TO MATCH A I JACENT E PATIO PATIO TREE PLANTER IT AND TREE UPLIGHTS\ IT 14 /A • EXISTING LANDSCAPE AND IRRIGATION TO/REMAIN. EXISTING STREET CURB A'JD GUTTER PE7 CIVIL DWGS. I EXISTING PARKING LOT P1:aNTER —WITH EXSSTING TREE TYP/ \yl / // 1 - EXISTING PARKING LO-OL4NTER % WITH EXISTING DATpPALNI TREE • ACCENT TREE ITH UPLIGHTS TYP..! STING CONCRETE BOLLARDS TO REMAIN. TYP. EXISTIN PARKING LOT • EXISTING FLAG POLE AND LIGHTING TO REMAIN. A f \� \, TUBE STEEL FENCE TO MATCH EXISTING EXISTING OPERATIONS BUILDING 18" HT. SPLIT -FACE CMU BLOCK SEAT WALL WITH SMOOTH CMU CAP. COLOR TO ACCENT NEW BUILDING. PARKING LOT LANDSCAPE ALL PLANTING WITHIN THE PARKING LOT IS EXISTING TO REMAIN NO NEW PARKING WILL BE ADDED FOR THIS BUILDING. NOTE: SEE SHEET L3.1 FOR PLANTING LEGENDS AND NOTES. 0 5' 10' 20' 30' 40' =BA FERGUSON PAPE BALDWIN ARCHITECTS 4499 Ruffin Road S uite 300 S an Diego CA 92123 619 231 0751 www.fpbarch.com ✓ OSCApE ± Signature Renewal Date:1ll3012017 LANDSCAPE ARCHITECTS 462 Stevens Avenue S uite 107 S an Diego CA 92075 619 294 8484 www.vdla.us coco vt 0 co ca a) • mt w U) t o o E • 0 m V 0- Initial CVWD APPROVAL Description PRECISE PLAN SUBMITTAL 50% DESIGN DEVELOPMENT 100% DESIGN DEVELOPMENT 80% CONSTRUCTION DOC PLAN CHECK SUBMITTAL No. A B C D FPBA PROJECT NO. 15066 P LANTING P LAN N N 0) a C) a) Cl) a) C E Date Date 5/17/2017 6/23/2017 7/27/2017 9/13/2017 THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF FERGUSON PAPE BALDWIN ARCHITECTS INC. AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH FERGUSON PAPE BALDWIN ARCHITECTS INC - WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER SCALED. IF SHEET IS LESS THAN 30"x42" IT IS A REDUCED PRINT, SCALE IS REDUCED ACCORDINGLY. PLANTING LEGEND FOR SHRUBS SYMBOL TREES SHRUBS e S N / BOTANICAL NAME TIPUANA TIPU PITHECELLOBIUM FLEXICAULE LAGERSTROEMIA INDICA X FAURIEI 'NATCHEZ' WASHINGTONIA FILIFERA COMMON NAME TIPU TREE TEXAS EBONY NATCHEZ CRAPE MYRTLE CALIFORNIA FAN PALM EXISTING TREE TO REMAIN AND TO BE PROTECTED DURING DEMOLITION AND CONSTRUCTION SIZE SPACING QUANTITY MATURE SIZE 24" BOX AS SHOWN 2 15 GAL AS SHOWN 3 24" BOX AS SHOWN 1 8' BTH AS SHOWN 3 EXISTING DATE PALM TO REMAIN AND TO BE PROTECTED DURING DEMOLITION AND CONSTRUCTION AGAVE BOVICORNUTA COW HORN AGAVE EXISTING AGAVE TO REMAIN AND TO BE PROTECTED DURING DEMOLITION AND CONSTRUCTION BOUGAINVILLEA '00-LA-LA" CEREUS PERUVIANUS HESPERALOE PARVIFLORA LANTANA 'NEW GOLD' LEUCOPHYLLUM 'CIMARRON' MUHLENBERGIA 'REGAL MIST SALVIA LEUCANTHA SENNA NEMOPHILA SIMMONDSIA CHINENSIS YUCCA ELATA SALVAGED ON SITE COBBLE CRESTA RUBBLE CRESTA BOULDERS DESERT GOLD 3/8" MINUS DECOMPOSED GRANITE DWARF BOUGAINVILLEA PERUVIAN APPLE CACTUS RED YUCCA YELLOW LANTANA TEXAS RANGER PINK MUHLY MEXICAN BUSH SAGE DESERT CASSIA JOJOBA SOAPTREE YUCCA EXISTING TO MATCH EXISTING TO MATCH EXISTING TO MATCH EXISTING 5 GAL 5 GAL 5 GAL 5 GAL 5 GAL 5 GAL 1 GAL 5 GAL 5 GAL 5 GAL 5 GAL 3"-8"DIA 4"-8"DIA 2'-4'DIA 3/8" MINUS AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN WATER USE DETAILS REMARKS 25'-40' H X 30'-60' W M 15-30' H X 15'-20' W L 20'HX20'W M 40'HX15'W L 10 3' H X 4'-5' W 6 2 47 19 18 21 15 8 10 2 1 1 /2' H X 6'-8' W L M 30' H X VARIES WIDTH L 3'-4' H X 3'-4' W 2'-3' H X 6'-8' W 3'HX3'W 3'HX6'W 3'-4' H X 3'-6' W 3'-5' H X 3'-5' W 3'-6' H X 3'-6' W 6'-20' H X 8'-10' W AS SHOWN AS SHOWN AS SHOWN 40 ALL PLANTING AREAS 3" DEPTH MIN. L L L L L L L L P-001 P-003 LOW BRANCHING P-001 P-011 SKIRTED P-015, P-016 P-015, P-016 P-015, P-016 P-015, P-016 P-015, P-016 P-015, P-016 P-015, P-016 P-015, P-016 P-015, P-016 P-015, P-016 P-015, P-016 =BA FERGUSON PAPE BALDWIN ARCHITECTS 4499 Ruffin Road S uite 300 S an Diego CA 92123 619 231 0751 www.fpbarch.com Nt#01) pE Phlllippo Signature Renewal Date:11)3012017 9 Date OF CAL\ LANDSCAPE ARCHITECTS 462 Stevens Avenue S uite 107 S an Diego CA 92075 619 294 8484 www.vdla.us V 0 V t 0 0. V+ Ca Cn C • 1/43 CD CO N 0 v cts CO CVWD APPROVAL Initial Date Description No. Date 80% CONSTRUCTION DOC A 9/13/2017 PLAN CHECK SUBMITTAL FPBA PROJECT NO. 15066 PLANTING LEGEND AND NOTES THESE DRAWINGS AND SPEC FICATIONS ARE THE PROPERTY AND COPYRIGHT OF FERGUSON PAPE BALDWIN ARCHITECTS INC. AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH FERGUSON PAPE BALDW N ARCHITECTS INC - WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER SCALED. IF SHEET IS LESS THAN 30"x42" IT IS A REDUCED PRINT. SCALE IS REDUCED A 3CORDINGLY. J w J Q 0 co �Q0 O cr M2 N U_ 2X ROOTBALL DIAMETER 4" PVC SCH 40 PERF. PIPE WRAPPED IN FILTER SOCK. (1 PER TREE) (6) TREE TIES (SEE SPECS) S ET TOP OF ROOTBALL 1" ABOVE FINISH GRADE 3" LAYER MULCH MATERIAL, P ROVIDE 3' CLEARANCE FROM TRUNK (SEE SPECS) 6' HIGH WATERING BERM FINISH GRADE PROJECT APPLICATION ■ RESIDENTIAL ■ COMMERCIAL ■ HOA ■ CSA ■ LMD/CFD J JCO • H i— 0 pw O ° CC DRAIN PIPE I I o i SCALE1/2\' = 1'-0' (2) 2" DIAMETER STAKES USE 3" DIA STAKES IN HIGH WIND EXPOSURE AREAS (SEE SPECS) P LANTING BACKFILL (SEE SPECS) S LOPE PLANTING HOLE TO CORNER(S) WITH DRAIN PIPE BLACK ROUND DRAIN GRATE CAP, MAX. 1" ABOVE MULCH FINISH SURFACE (SEE SPECS) 1 CU FT. OF 3/4" DIAMETER CRUSHED ROCK FOR 15 GAL AND 24" BOX (2 CU FT. FOR 36' BOX) N OTE STAKE TREE PERPENDICULAR TO DIRECTION OF PREVAILING WIND. TREE ON LEVEL GRADE 15 GALLON TO 35" BOX SCALE: 1/4"=1'-0" I P-SERIES Vov, oo ov00000v00000v00000 2 X ROOTBALL DIAMETER SET TOP OF ROOTBALL 1" ABOVE FINISH GRADE 3" LAYER MULCH MATERIAL (SEE SPECS) 3" HIGH WATERING BERM PROJECT APPLICATION ■ RESIDENTIAL ■ COMMERCIAL ■ HOA ■ CSA ■ LMD/CFD 07774 FINISH GRADE I STD. P-001 P LANTING BACKFILL (SEE SPECS) S LOPE PLANTING HOLE TO CORNERS SHRUB ON LEVEL GRADE SCALE: 1"=1'-0" I P-SERIES I STD. P-015 ROOTBALL wvvi T� o 2X ROOTBALL DIAMETER 4" PVC SCH 40 PERF. PIPE WRAPPED IN FILTER SOCK. (1 PER TREE) TREE TIES (SEE SPECS) S ET TOP OF ROOTBALL 1" ABOVE FINISH GRADE 3" LAYER MULCH MATERIAL, P ROVIDE 3' CLEARANCE FROM TRUNK (SEE SPECS) 6" HIGH WATERING BERM FINISH GRADE PROJECT APPLICATION ■ RESIDENTIAL ■ COMMERCIAL ■ HOA ■ CSA ■ LMD/CFD DRAIN PIPE III s 70 SCALE 1P2' = 1'-0' (3) 2" DIAMETER STAKES SPACED EQUIDISTANT AROUND ROOTBALL, U SE 3" DIA STAKES IN HIGH WIND EXPOSURE AREAS (SEE SPECS) P LANTING BACKFILL (SEE SPECS) S LOPE PLANTING HOLE TO CORNER(S) WITH DRAIN PIPE BLACK ROUND DRAIN GRATE CAP, MAX. 1" ABOVE MULCH FINISH SURFACE (SEE SPECS) 1 CU FT. OF 3/4" DIAMETER CRUSHED ROCK FOR 15 GAL. AND 24" BOX (2 CU FT. FOR 36' BOX) N OTE STAKE TREE PERPENDICULAR TO DIRECTION OF PREVAILING WIND. MULTI -STEM TREE ON LEVEL GRADE 15 GALLON TO 36" BOX SCALE: 1/4"=1'-0" I P-SERIES I STD. P-003 2 X ROOTBALL DIAMETER 3" HIGH WATERING BERM ON DOWN HILL SIDE ORIGINAL GRADE SET TOP OF ROOTBALL 1' ABOVE FINISH GRADE PROJECT APPLICATION ■ RESIDENTIAL ■ COMMERCIAL ■ HOA ■ CSA ■ LMD/CFD SHRUB ON SCALE. 1 "=1'-0" i/ FINISH GRADE PLANTING BACKFILL (SEE SPECS) SLOPE PLANTING HOLE TO CORNERS SLOPE I P-SERIES I STD. P-016 / 2X ROOTBALL DIAMETER 4 4" PVC SCH 40 PERF. PIPE SAND BACKFILL MIX WRAPPED IN FILTER SOCK. 6 (SEE SPECS) (1 PER TREE) SLOPE PLANTING HOLE TO SET TOP OF ROOTBALL O CORNERS WITH DRAIN PIPE 1' ABOVE FINISH GRADE ROUND DRAIN GRATE CAP 3' LAYER MULCH MATERIAL, MAX 1" ABOVE MULCH FINISH PROVIDE 3' CLEARANCE FROM SURFACE (SEE SPECS) TRUNK (SEE SPECS) FINISH GRADE 9 1 Cu FT. OF 3/4" DIAMETER CRUSHED ROCK, (SEE SPECS) DRAIN PIPE / SCALE 1/�2' = 1'-0' 6' HIGH WATERING BERM PROJECT APPLICATION ■ RESIDENTIAL ■ COMMERCIAL ■ HOA ■ CSA ■ LMD/CFD PALM UP TO 15 BTH I SCALE. 1"=1'-0" I P-SERIES STD. P-011 PLAN SCALE: 1 /4"=1'0" SECTION SCALE: 3/4"=1'0" HARDSCAPE ROOT BARRIER (SEE SPECS) TRENCH FOR ROOT BARRIER ALONG EDGE OF HARDSCAPE MAY BE SAME AS IRRIGATION TRENCH WHERE APPLICABLE. (BACKFILL SAME AS ADJACENT MATERIAL) PROJECT APPLICATION ■ RESIDENTIAL ■ COMMERCIAL ■ HOA ■ CSA ■ LMD/CFD V vvV 11 111 ' vv1'_,/1 SET TOP OF ROOT BARRIER 1' BELOW FINISH GRADE TREE PLANTING PER PLANS AND DETAILS NOTE: ROOT BARRIER IS REQUIRED WHERE TREE IS 6'-0" OR LESS FROM EDGE OF HARDSCAPE. ROOT BARRIER UP TO 15' BTH I SCALE VARIES I P-SERIES NOTE: I STD. P-013 SEE SHEET L3.2 FOR PLANTING LEGENDS AND NOTES. naa FERGUSON PAPE BALDWI N ARCH ITECTS 4499 Ruffin Road S uite 300 S an Diego CA 92123 619 231 0751 www.fpbarch.com Signelure Renewal Date:1113012017 II LANDSCAPE ARCHITECTS 462 Stevens Avenue S uite 107 San Diego CA 92075 619 294 8484 www.vdla.us 4-1 V imp za U) 0 co C) Co s C) 0 CI) It 0 Q co V D) V N CO d io v E RE m e at/) Initial CVWD APPROVAL Date Description No. 80% CONSTRUCTION DOC A PLAN CHECK SUBMITTAL . PBA PROJECT NO. 15066 PLANTING DETAILS Date 9/13/2017