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HomeMy WebLinkAbout75519 HOVELY LANE EAST (CVWD)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 C•\ U RAC T ON: ARCHITECT: CIVIL ENGINEER: LANDSCAPE ARCHITECT: STRUCTURAL ENGINEER: MECHANICAL SUBCONTRACTOR: MECHANICAL & °LUMBING ENGINEER: LECTRICAL SUBCONTRACTOR: ELECTRICAL ENGINEER: PROJECT DIRECTORY OWNER Coachella Valley Water District 75-515 H vley Lane East Palm Des d, CA 92211 PHONE: 760.398.2651 All: Dan Ruiz EMAIL: DRuiz@cvwd.org GENERAL CONTRACTOR Swinerton Builders 17731 Mitchell North, Suite 200 Irvine, CA 92614 PHONE: 619.622.7000 ATT: Besim Fejzagic EMAIL: BFejzagic©swinerton.com ARCHITECT Ferguson Pape Baldwin Architects, Inc. 4499 Ruffin Road Suite 300 San Diego, CA 92123 PHONE: ATT: EMAIL: 619.231.0751 Amanda Schultz aschuIz@fpbarch.com CIVIL ENGINEER SWS Engineering, Inc. 261 Autumn Drive, Suite 115 San Marcos, CA 92069 PHONE: AU: EMAIL: 760.744.0011 Michael Schweitzer rrdchael@sws-engr.com LANDSCAPE ARCHITECT Van Dyke Landscape Architects, Inc. 462 Ste ens Aven e, Suite 107 Solana Beach, CA 92075 PHONE: ATT: EMAIL: 619.294.8484 Mitch Phillippe notch@vdla.us STRUCTURAL Hope -Amundson Structural Engineers 1301 Third Avenue, Suite 300 San Diego, CA 92101 PHONE: ATT: EMAIL: 619.232.4673 Charles Hope chope@hope-amundson.com MECHANICAL SUBCONTRACTOR Alpha Mechanical, Inc. 4885 Green raig Lane San Diego, CA 92123 PHONE: ATT: EMAIL: 858.278.3500 Cart Clifford clifford@alphamechanical.c m MECHANICAL & PLUMBING ENGINEER McParlane & Associates, Inc. 48 0 Viewddge Avenue, Suite A S n Diego, CA 92123 PHONE: ATT: EMAIL: 858.277.9721 Paul McFarlane pmcparlane@mcpadane.com ELECTRICAL SUBCONTRACTOR Cove Electric, Inc. 77824 Wildcat Ddve Palm Desert, CA 92211 PHONE: All: EMAIL: 760.360.0036 Charles Bojkovsky chades@coveelectri .com ELECTRICAL ENGINEER MRC Engineering, Inc 72-880 Fred Wadng Drive, Suite C-11 Palm Desert, CA 92270 PHONE: ATT: EMAIL: 760.340.9005 Ralph Raya rraya@mrc-e.com SWINERTON BUILDERS FERGUSON PAPE BALDWIN ARCHITECTS, INC SWS ENGINEERING, !NO. VAN DYKE LANDSCAPE ARCHITECTS, ONC. 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: ASSESSORS 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 COOK STREET HOVLEY LANE EAST RF FRANK SINATRA DRIVE 0 0 COUNTRY CLUE DRIVE AA AA 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 SM0KE DETECTION - COMPLY WITH NFPA 72 (LATEST EDITION). 00-GENERAL T1.1 TITLE SHEET T1.2 T1.3 T1.4 T1.5 T1.6 T1.7 T1.8 01-CIVIL C1.0 C2.0 C3.0 C4.0 C5.0 C6.0 C7.0 C8.0 C9.0 g a - "" - - Y.�p +-•.1'lll9 �I .... .-� -If I4I III 3i%�3 1 ut 5 z ---- .-' , € r ! IIII = ! J� .ram ' .,....:- IIII 3 I :?a3. t IIII!' I �I II', I - - .,.. - PI 3--- I"!x[ IE d E' IIII 1 I d qlip:.4E47:. 4::=. ... .-. c . hle IIII illl _. a II II 11 - y Liu f pt -- ... IJfluq 111bir - - , SHEET INDEX PROJECT GENERAL NOTES ACCESSIBILITY REQUIREMENTS ACCESSIBILITY REQUIREMENTS EXITING - LEVEL 1 EXITING - LEVEL 2 CALGREEN MANDATORY MEASURES CHECKLIST CALGREEN MANDATORY MEASURES 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 IRRIGATION PLAN L2.1 IRRIGATION LEGEND AND NOTES L2.2 IRRIGATION DETAILS L2.3 IRRIGATION DETAILS L3.0 PLANTING PLAN L3.1 PLANTING LEGEND AND NOTES L3 2 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 :1 . 04-STRUCTURAL SO.1 SO.2 SO.3 S1.1 S1.2 S1.3 S1.4 S1.5 S1.6 S2.1 S2.2 S2.3 S2.4 S3.1 S3.2 S3.3 S3.4 S3.5 S4.1 S4.2 S4.3 S4.4 S5.1 S6.1 S6.2 SHEET INDEX STRUCTURAL NOTES STRUCTURAL NOTES STRUCTURAL NOTES TYPICAL DETAILS TYPICAL DETAILS TYPICAL DETAILS TYPICAL DETAILS TYPICAL DETAILS Cr DEPA COMrI:AUCITT TYPICAL DETAILS APPROVED BY: ❑ C.G RES. NO. LEVEL 1 FOUNDATION PLAN ❑ P.C. RES. iJO LEVEL 2 AND LOW ROOF FRAMING 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 L_IVl DESERT i+EWT OF DEVELOPMENT STAFF LETTER ❑ ARC ACTION FOR CONSTRUCTION SHALL COMMENCE WITHIN ONE SAPPROVAL 05-MECHANICAL M1.1 MECHANICAL NOTES, LEGENDS, AND SCHEDULES M1.2 MECHANICAL SCHEDULES M1.3 MECHANICAL SCHEDULES M1.4 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 SCHEDULES 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 P1.1 PLUMBING NOTES, LEGENDS, AND CALCULATIONS P1.2 PLUMBING SCHEDULES P2.1.0 PLUMBING BELOW GRADE PIPING PLAN P2.1.1 PLUMBING LOWER LEVEL PLAN P2.2.1 PLUMBING UPPER LEVEL PLAN P2.3.1 PLUMBING ROOF PLAN P2.4 PLUMBING LAB FLOOR PLAN - ENLARGED P2.5 PLUMBING TOLIET ROOM FLOOR PLANS - ENLARGED P3.2 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 FERGUSON PAPE BALDWIN ARC 1--u rr-r 4499 Ruffin Road Suite 300 San Diego CA 92123 619 231 0751 www.fpbarch corn a. m * \ No. C 25595 / * N Ren. 8-31-17 -95� OF CAL..\• V •L co IL cu 4-6 cu cu cu cu cu V O U t a 0 V/ C) 0) co 0 cts a N T Cw N C J W w V w O a)0 cu LO CVWD APPROVAL Initial Date Description SCHEMATIC DESIGN SUBMITTAL 50% DESIGN DEVELOPMENT 100% DESIGN DEVELOPMENT 80% CONSTRUCTION DOCUMENTS/ PLAN CHECK SUBMITTAL No, Date A 5/16/2017 6/23/2017 7/27/2017 D 9/18/2017 B C FPBA PROJECT NO. 15066 TITLE SHEET ALE IS REDUCED ACCORDINGLY. IT IS A REDUCED P 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 3 EXISTING VEHICULAR -GATE-TO r. \/4 "tXISTING PARKING LOT EXISTING STREET C �a : AND GUTTER PER CIVIL QWGS. 00 0 n • • wei MM a a dIF • aaa cn / N 0 0 r SL • 4 \. • rer - 4 I i • RETAINING WALL PER CIVIL PLANS e Effs ► '6 PROPOSED CRITICAL SUPPORT SERVICES BUILDING \.+ \. CV - PROPOSED BUILDING DOWN -LIGHTING TYP. L I l • U 1�1 O N 0 • • • 4 111 n 0 0 EXISTING STREET CURB AND GUTTER PER CIVIL DWGS. /7 4 0f 00 0 0 00 0 EXISTING PARKING LOT PLANTER WITH EXISTING DATEPALNI TREE TYP. EXISTING OPERATIONS BUILDING 18" HT. SPLIT -FACE CMU BLOCK SEAT WALL WITH SMOOTH CMU CAP. COLOR TO ACCENT NEW BUILDING. -EXISTING PARKING LOT. EXISTING FLAG POLE AND LIGHTING TO REMAIN. HARDSCAPE MATERIALS LEGEND CONCRETE PAVING TYPE A COLOR: DAVIS COLORS, XXXXXXX FINISH: LIGHT BROOM PER SPECIFICATIONS AND APPROVED SAMPLE CONCRETE PAVING TYPE B COLOR: NATURAL GRAY FINISH: LIGHT BROOM PER SPECIFICATIONS AND APPROVED SAMPLE 6"X6" CONCRETE POURED IN PLACE MOW CURB COLOR: NATURAL GRAY FINISH: LIGHT BROOM PER SPECIFICATIONS AND APPROVED SAMPLE EXPANSION JOINT ALL RADIUS EXPANSION JOINTS TO MATCH ADJACENT HARDSCAPE EDGE RADIUS UNLESS OTHERWISE NOTED. SCORE JOINT ALL RADIUS EXPANSION JOINTS TO MATCH ADJACENT HARDSCAPE EDGE RADIUS UNLESS OTHERWISE NOTED. r^i ALIGN SCORE JOINT WITH ADJACENT CORNER OF HARDSCAPE. HARDSCAPE KEY NOTES' ENHANCED PEDESTRIAN CONCRETE PAVING. P ER PLAN AND LEGEND - DETAIL H-005 P EDESTRIAN CONCRETE PAVING. P ER PLAN AND LEGEND - DETAIL H-005 CONCRETE MOW CURB - DETAIL X MASONRY SEAT WALL - DETAIL H-003 P IP CONCRETE CURB PLANTER - DETAIL X TUBE STEEL FENCE PER ARCHITECTS PLANS (6) SIX NEW BICYCLE STORAGE UNITS PER ARCHITECT PLANS ASPHALT AND STRIPING PER CIVIL PLANS EXISTING CONCRETE PAVING TO REMAIN. PROTECT IN PLACE. P EW RETAINING WALL PER CIVIL PLANS CONSTRUCTION NOTES 1. THESE PLANS WERE PREPARED USING BASE INFORMATION PREPARED BY SWS ENGINEERING AND FPBA ARCHITECTS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE ACCURACY OF THIS BASE COMPARED TO ACTUAL FIELD CONDITIONS PRIOR TO BEGINNING DEMOLITION ORDERING MATERIALS, AND/OR BEGINNING WORK AND IMMEDIATELY NOTIFYING THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN THE EVENT THAT THE CONTRACTOR FAILS TO VERIFY THE ACCURACY OF THE BASE INFORMATION AND/OR FAILS TO IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF THE DISCREPANCIES PRIOR TO ORDERING MATERIALS AND/OR BEGINNING WORK, THEN THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR ANY AND ALL ADDITIONAL LABOR AND MATERIALS AS DIRECTED BY THE LANDSCAPE ARCHITECT TO RESOLVE SUCH DISCREPANCIES AT NO ADDITIONAL COST TO THE OWNER 2 IT IS UNDERSTOOD BY THE OWNER AND THE CONTRACTOR THAT UNFORESEEN CIRCUMSTANCES S UCH AS ACTS OF GOD COULD HAVE AN EFFECT ON CONSTRUCTION, AND THAT THE CONTRACTOR HAS TAKEN THIS INTO CONSIDERATION AT THE TIME OF BID. THEREFORE, ANY SUCH ACTS OF GOD WOULD NOT CONSTITUTE NOR WARRANT ADDITIONAL SERVICES. 3. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL EXISTING AND N EWLY INSTALLED UTILITIES PRIOR TO BEGINNING WORK, AND/OR ORDERING MATERIALS, AND CLEARLY MARKING OUT SUCH UTILITIES WITH APPROPRIATE MARKING PAINT. THE CONTRACTOR S HALL ASSUME FULL RESPONSIBILITY FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES, AT NO ADDITIONAL COST TO THE OWNER 4. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR REPLACING ANY AND ALL MATERIALS AND/OR EQUIPMENT OUTSIDE OF THE LIMIT OF WORK WHICH ARE DAMAGED DURING THE CONSTRUCTION PROCESS WITH MATERIALS IN -KIND AT NO ADDITIONAL COST TO THE OWNER 5. PRIOR TO BEGINNING CONSTRUCTION OPERATIONS, THE CONTRACTOR IS RESPONSIBLE FOR CLEARLY MARKING THE LOCATION OF ALL HARDSCAPE ELEMENTS AND REQUESTING A WALK THROUGH WITH THE LANDSCAPE ARCHITECT TO VERIFY THE FINAL PLACEMENT OF THE HARDSCAPE ELEMENTS. 6. IF THE CONTRACTOR FAILS TO SCHEDULE A WALK THROUGH PRIOR TO BEGINNING WORK, AND DISCREPANCIES EXIST, THEN THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL MODIFICATIONS REQUESTED BY THE LANDSCAPE ARCHITECT AT NO ADDITIONAL EXPENSE TO THE OWNER 0 5' 10' 20' 30' 40' =3A FERGUSON PAPE BALDWI N ARCHITECTS 4499 Ruffin Road S uite 300 S an Diego CA 92123 619 231 0751 www.fpbarch.com �\.PS CAP ;O phNi i1iC, � y Ca CO m Signature Renewal Date:11/3012017 Dale a LANDSCAPE ARCHITECTS 462 Stevens Avenue S uite 107 S an Diego CA 92075 619 294 8484 www.vdla.us Initial r W r' W CV = N co < 0 o) O It) ta cc tia CVWD APPROVAL Description 100% DESIGN DEVELOPMENT 80% CONSTRUCTION DOC PLAN CHECK SUBMITTAL No. A B =PBA PROJECT NO. 15066 HARDSCAPE PLAN Date 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. 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 I SCALE: 3"=1'-0" I H-SERIES I STD. H-001 I I -I I _ -I I -I :III=III=III=III—III `' 1=7 I -III-I• 1=1 • i=1 —I1=1 1'-9" 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"XB"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 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' 1H-SERIES ISTD. H-003 \ N 4 4 ajj # 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-10 AT 16' 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 • II CONCRETE PAVING SCALE: 3"=1'-0" I H-SERIES 1 STD. H-005 =BA FERGUSON PAPE BALDWIN ARCHITECTS 4499 Ruffin Road S uite 300 S an Diego CA 92123 619 231 0751 www.fpbarch.com Signature Renewal Date:11/30/2017 LANDSCAPE ARCHITECTS 462 Stevens Avenue S uite 107 S an Diego CA 92075 619 294 8484 www.vdla.us f+ V •1 L C) a) co co C, t.) 0 0 L 0 a- Q co co 1/43 = i mt U w o0 N d 0 v E NE oL V) N N C) a V 0 y d 0 E CVWD APPROVAL Initial Date Description No. Date 80% CONSTRUCTION DOC A 9/13/2017 PLAN CHECK SUBMITTAL 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 P • I) SL EXISTING VEHICULAR GATE TO REMAIN ®-f- r 2s. W ME _ 3/4" EXISTING PARKING LOT I W v SL • ge • W M EXISTING LANDSCAPE AND IRRIGATION TO REMAIN: \„.\s44 °� I • 3/4 C _ G • i NN // 3/41 N, 1 1/4 PROPOSED CRITICAL SUPPORT SERVICES BUILDING_ 30/ \ I\ I\ \\ ` \ `\ `X I • 3/4 3/4" 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' =BA FERGUSON PAPE BALDWIN ARCHITECTS 4499 Ruffin Road S uite 300 S an Diego CA 92123 619 231 0751 www.fpbarch.com cr Signature Renewal Date:11/30/2017 LANDSCAPE ARCHITECTS 462 Stevens Avenue S uite 107 S an Diego CA 92075 619 294 8484 sal cts 0 Initial 12. co 0 cs, w m cn w co cc to as CVVVD APPROVAL Dat Description No. 100% DESIGN DEVELOPMENT 80% CONSTRUCTION DOC PLAN CHECK SUBMITTAL A FPBA PROJECT NO. 15066 1 IRRIGATION PLAN Date 7/27/2017 9/13/2017 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 P IRRIGATION LEGEND: SYMBOL: • MANUFACTURER: RAINBIRD IRRITROL IRRITROL RAINBIRD S EE SPECS N IBCO AG. PRODUCTS S EE SPECS. S EE SPECS. HARDIE APPROVED APPROVED APPROVED APPROVED 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 PVC CL200BE EXISTING DESCRIPTION: RAID.: P.S.I.: G.P.M.: DETAIL: BUBBLER ON POP-UP 2 20 1.0 A ELECTRIC CONTROL VALVE D DRIP VALVE ASSEMBLY W/ 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) IRRIGATION CONDUIT IRRIGATION SLEEVE (SEE SPECS.) NON -PRESSURE LATERAL LINE NON -POTABLE PRESSURE SUPPLY LINE D D D D D n3a FERGUSON PAPE BALDWI N ARCH ITECTS 4499 Ruffin Road S uite 300 S an Diego CA 92123 619 231 0751 www.fpbarch.com Signals Renewal Date:11130/2017 LANDSCAPE ARCHITECTS 462 Stevens Avenue S uite 107 S an Diego CA 92075 619 294 8484 www.vdla.us t 0 Q 0 1.6 CU t •� as Cl) CO s c.) ENe o c� U a cf) Initial N 3 w a, C J >+ 0 rn rs a CVWD APPROVAL N N 0) c.) C) U) a, 0 E 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. VVV VOV VaV •ao•;:o i v,,vv • ,v ;a• a o••ool•I. A�•f-;:•�.r� �i •• s • 3 ed. cr II •I • rain;I:Vi.??.00; .•♦ 4• ' • a II 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 0 0 0 0 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 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 xSxT 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 S 0 0 cal REM 111 l' � » n"1m AA A*_s4 R•- �11,, S oda I.III.IL� III 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 CONTROL VALVE IS INSTALLED AS A S INGLE VALVE AND NOT PART OF A MANIFOLD. I II- I - I -III asifr pr 0 0 0 10 • • • 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 PROJECT APPLICATION ■ RESIDENTIAL ■ COMMERCIAL ■ HOA ■ CSA ■ LMD/CFD WATER BASIN INSTALLED AROUND PLANTING PIT ROOTBALL OF SHRUB GROUNDCOVER OR TREE BUBBLER NOZZLE VALVE IDENTIFICATION TAG ELECTRIC CONTROL VALVE WITH BALL VALVE 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 R3CDF-'0Th atE SCH. 80 PVC BALL VALVE (LINE SIZE) PRESSURE SUPPLY LINE TEE 1' ELECTRIC CONTROL VALVE (WITH PRESSURE REGULATING FEATURE, SEE 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 3 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 S CH. 40 PVC S X 1/2" FIPT COUPLER SCH. 40 PVC S IZE 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. I PROJECT APPLICATION ■ RESIDENTIAL ■ COMMERCIAL ■ HOA ■ CSA ■ LMD/CFD AIR / VACUUM RELIEF VALVE ON PVC EXHAUST HEADER 3"=1'-0" 11-SERIES I STD. 1-085 P 1'-6" t MULTIPLE VALVE MANIFOLD r 1, 2'-0" 1'-6" SINGLE VALVE MANIFOLD 1'-6" P RESSURE SUPPLY LINE (SEE PLAN FOR SIZE) BALL VALVES TO MANIFOLD (SEE IRRIG. LEGEND AND DETAIL) Q UICK COUPLER (SEE IRRIG. LEGEND AND DETAIL) HEAT BRAND ALL VALVE BOXES PER S PECS ELECTRIC CONTROL VALVE (SEE IRRIG. LEGEND AND VALVE DETAIL) PROJECT APPLICATION ■ RESIDENTIAL ■ COMMERCIAL ■ HOA ■ CSA ■ LMD/CFD TOP OF SLOPE D TOE OF SLOPE PLANT SPACING 2 O.C. 3' O.C. 4' O.C. 5' O.C. 6' O.C. C i 1'-6" 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. 1-045 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 a CD -L 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 NO SCALE I I -SERIES I STD. 1-090 =BA FERGUSON PAPE BALDWI N ARCHITECTS 4499 Ruffin Road S uite 300 S an Diego CA 92123 619 231 0751 www.fpbarch.com Signature Renewal Date:11/30/2017 Dale OF CAL \C° LANDSCAPE ARCHITECTS 462 Stevens Avenue S uite 107 S an Diego CA 92075 619 294 8484 www.vdla.us ♦••r V _mc 0 I` co C) co co t V 0 C) It 0 Q Cl) 'CU v a) c w o0 y N 0 v cts Om co CVWD APPROVAL Initial Description 80% CONSTRUCTION DOC PLAN CHECK SUBMITTAL N N C) V C) U) C) 0 E Date No. Date A 9/13/2017 FPBA PROJECT NO. 15066 IRRIGATION DETAILS 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 -GATE-TOT AIN% i i L IiI EXISTING PARKING LOT PLANTER AND TIPU TREE TYP. EXISTING PARKING LOT 11 EXISTI UPLIGHTS TO '` AIN TYP — L � REE W EXISTING STREET C AND GUTTER PER CIVIL DWGS. EXISTING PEpESTRIAN•::.:::.:.:: PATH LIGHTS Tp.REMAIN .......TYP................ . .::•:•.•ce:::: • f : •::: ....................... ... . SL PROPOSED CRITICAL SUPPORT SERVICES BUILDING 18" HT. SPLIT-p k CE CMU B OCK' SEAT WALL WITH sryi Tf CU�CAP.. COLOR TO ACCENT N U L [NO. CONCRETE EMPLOYEE PATIO COLOR TO MATCH ADJACENT BUI DING PATIO I 1 PATIO TREE PLANTER AND TREE UPLIGHTS. NI 7 EXISTING LANDSCAPE AND IRRIGATION TO; REMAIN. EXISTING STREET CURB AND GUTTER PER CIVIL DWGS. EXISTING PARKING LOT PLANTER ------WITH-EXISTING TREE TYP/ -1 s j ACCENT TREE WITH UPLIGHTS EXISTING PARKING LOT•PLANTER WITH (STING DATEPALNI TREE TYP EXISTING CONCRETE BOLLARDS TO REMAIN. TYP. • EXISTING PARKING LOT EXISTING FLAG POLE AND LIGHTING TO REMAIN. A 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' n3A FERGUSON PAPE BALDWI N ARCHITECTS 4499 Ruffin Road S uite 300 S an Diego CA 92123 619 231 0751 www.fpbarch.com LANE; ARCHITECTS 462 Stevens Avenue S uite 107 S an Diego CA 92075 619 294 8484 www.vdla.us <2 NMI 4-0 a) co ca Initial ia erg W r' C cNI O) _ J < .AV O y CD � 2 � rn0 •� LO E tia CVWD APPROVAL Description PRECISE PLAN SUBMITTAL 50% DESIGN DEVELOPMENT 100% DESIGN DEVELOPMENT 80% CONSTRUCTION DOC PLAN CHECK SUBMITTAL No. A B C D =PBA PROJECT NO. 15066 P LANTING P LAN Date Date 5/17/2017 6/23/2017 7/27/2017 9/13/2017 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. THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF FERGUSON PAPE BALDWIN ARCHITECT N PLANTING LEGEND FOR SHRUBS SYMBOL TREES SHRUBS e e 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 I SIZE 24" BOX 15 GAL 24" BOX 8' BTH 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 SPACING QUANTITY MATURE SIZE AS SHOWN 2 AS SHOWN 3 AS SHOWN 1 AS SHOWN 3 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 AS SHOWN 10 3'HX4'-5'W AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN 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 HX3'-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 MMM =BA FERGUSON PAPE BALDWI N ARCHITECTS 4499 Ruffin Road S uite 300 S an Diego CA 92123 619 231 0751 www.fpbarch.com Signature Renewal Date:I I/3012017 LANDSCAPE ARCHITECTS 462 Stevens Avenue S uite 107 S an Diego CA 92075 619 294 8484 www.vdla. us Ct cc V 0 0 it 0 0. Co CU ci a) V e CO Cl) 0 v li co Initial CVWD APPROVAL N N 0 V 0 U) a) 0 Ici 0 Description No. Date 80% CONSTRUCTION DOC A 9/13/2017 PLAN CHECK SUBMITTAL FPBA PROJECT NO. 15066 PLANTING LEGEND AND NOTES SCALE IS REDUCED A3CORDINGLY. THESE DRAWINGS AND S-'EC 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 BALDNI N ARCHITECTS INC - WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER SCALED. IF SHEET IS LESS THAN 30'x42" IT IS A REDUCED PRI J wQ 0 co ICn0 O � M2 N ct w \ H- D w 0 z 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 Svvvvvvvvy DRAIN PIPE -jam 0 ''� 43 SCALE 1/1"�= (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 I STD. P-001 11 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 OV FINISH GRADE P LANTING BACKFILL (SEE SPECS) S LOPE PLANTING HOLE TO CORNERS SHRUB ON LEVEL GRADE I SCALE: 1"=1'-0" I P-SERIES I STD. P-015 / 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 m-%.„\ O / SCALE 1.2 = 1'-0" 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' P-SERIES I STD. P-003 2 X ROOTBALL DIAMETER 3' HIGH WATERING BERM O N DOWN HILL SIDE O RIGINAL GRADE S ET TOP OF ROOTBALL 1' ABOVE FINISH GRADE PROJECT APPLICATION ■ RESIDENTIAL ■ COMMERCIAL ■ HOA ■ CSA ■ LMD/CFD FINISH GRADE P LANTING BACKFILL (SEE SPECS) S LOPE PLANTING HOLE TO CORNERS SHRUB ON SLOPE I SCALE: 1"=1-0" P-SERIES I STD. P-016 I I 2X ROOTBALL DIAMETER 4" PVC SCH 40 PERF. PIPE WRAPPED IN FILTER SOCK. (1 PER TREE) S ET TOP OF ROOTBALL 1 ABOVE FINISH GRADE 3 LAYER MULCH MATERIAL, P ROVIDE 3 CLEARANCE FROM TRUNK (SEE SPECS) FINISH GRADE 6" HIGH WATERING BERM PROJECT APPLICATION ■ RESIDENTIAL ■ COMMERCIAL ■ HOA ■ CSA ■ LMD/CFD DRAIN PIPE o , o ,° SCALE 1 2' = 1'-0' SAND BACKFILL MIX (SEE SPECS) S LOPE PLANTING HOLE TO CORNERS WITH DRAIN PIPE ROUND DRAIN GRATE CAP MAX 1" ABOVE MULCH FINISH S URFACE (SEE SPECS) 1 CU FT. OF 3/4' DIAMETER CRUSHED ROCK, (SEE SPECS) PALM UP TO 15 BTH SCALE: 1"=1-0" I P-SERIES I STD. P-011 w \ 0 z w w co PLAN SCALE: 1/4"=110" N S ECTION S CALE: 3/4"=1'0" 4 4 6'-0" a • ,v `'v v vv vv 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 6'-0" 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 I STD. P-013 NOTE: SEE SHEET L3.2 FOR PLANTING LEGENDS AND NOTES. = 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 Date:II/30/2017 LANDSCAPE ARCHITECTS 462 Stevens Avenue S uite 107 S an Diego CA 92075 619 294 8484 www_vdla.us it 0 a. co co a) 1/42 = i ma's wm N N c 0 v crs li to Initial a) C J >21 a) 0 0) tia r r N N CI) U C, N a) 0C E CVWD APPROVAL Date Description 80% CONSTRUCTION DOC PLAN CHECK SUBMITTAL No. Date A 9/13/2017 FPBA PROJECT NO. 15066 PLANTING DETAILS