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PA2022-0311_20230208_Plans_36x24
BEFORE STARTING GRADING. MONUMENT PROPERTY CORNERS OR OFFSETS SURVEYOR OR ENGINEER SHALL PERMANENTLY SCALE 1"=8’ 0’ 8’ 16’ N A L D E S N E C I L R O Y E V R U S D L I F O R N I A S T A T E O F C A RON MIEDEMA No. 4653 EASEMENT NOTE: THE PLAT FOR THIS SURVEY WAS PREPARED WITHOUT A TITLE REPORT. UNPLOTTED EASEMENTS MAY EXIST ON THE SUBJECT PROPERTY. SEWER MH 12.14 EDISON MH 11.84 12.01TC’X’ 11.37FL BELL MH 11.63 WM 11.90TC’X’ 11.31FL 11.92 11.73 11.33 BOT.X 12.05 11.97 CHIS.X EL E C . 18.12TW GM 11.80 12.19GF GRATE DR. 11.32 CLEANOUT 11.84 12.17GF 11 . 8 3 F S 11 . 6 2 F S 11.38 BOT.X 12.05 12.04TC 11.40FL 12. 0 4 C H I S . X 11. 4 0 F L PA L M 12 . 3 1 CATV 11.97TC’X’ 11.34FL 11.34 BOT.X 13 . 0 8 T W 13 . 0 8 T W 11 . 9 3 F S 11.96GF 12.58 F S 18.16TW 12.31FS 12.28 12.33 12 . 4 1 18.03TW 11.87FS 17.31TW 12.37 12.40 12.66 12 . 8 4 F F CL E A N O U T 12 . 3 2 12 . 2 1 F S 12 . 0 3 F S 11 . 9 4 F S 17.27TW 12.38FS 17.27TW 13.30TW 10.26TW 6"TREE 9.64 9.2NG 10.47TW 8.90 SEAWALL 10.19TW 13.26TW 13 . 2 9 T W 11.55FS 11.63 13.25TW 11.39FS 8.6NG 8.88 SEAWALL 11.54 12.07TW 12.72FF 12.13 11.65 13.26TW 11.38 8.95 11.44 11.57 13.10 13.13FS 13.68FF 8.09 TOP STEP 7.76FS 7.6 2 T G 13.15FS 7.95 9.48 13.74TW 9.18FS 10.72TW 12.8 3 T W 11.97 9.51 15.96TW 12.06 11.6 7 F S 15.97TW 15.99TW 12.28 12.4712.36TG12.43FS12.35FS 18.09TW 16.05TW 11.63FS 11.64FS 11 . 8 1 T W 11 . 4 7 F S 11 . 8 3 T W 9.4NG 8.7NG 8.99 SEAWALL L&T,LS2312 8.96 SEAWALL 11.83TW 9.12 13 . 0 2 T W 13 . 0 2 T W 9.88TW 8.93 SEAWALL 8.86 8.8 2 12.27TW RIDGE 37.56 RESIDENCE RESIDENCE RESIDENCE BA Y S H O R E D R I V E X X P 27.5 10.0 0.4 3.9 3.9 3.9 LOCATED BRICK LOCATED BRICK LO C A T E D B R I C K LO C A T E D B R I C K P P P P 8.9NG P P P P P P BB Q 1.1 SEAWALL CONC. CONC. CONC.CONC.CONC.CONC. CONC. DECK LN. ABOVE PPP P P P AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC DOCKDOCK DOCK DOCK DOCK DOCK DOCK DOCK DOCK DOCK DOCK DOCK RAMP RAMP RAMPRAMP DECK LN. ABOVE PP MA I L P 3.8 N 1 9 5 2 ’ 0 7 " E 4 0 . 3 0 ’ N 7007’53" W 99.52’ N 1 9 5 2 ’ 0 7 " E 4 0 . 3 0 ’ N 7007’53" W 99.52’ JOB: DATE: 6/24/2022 949 422-1869 CELL 949 858-2924 OFFICE LAGUNA HILLS, CA 92653 23016 LAKE FOREST DR. #409 RdM SURVEYING INC. RON MIEDEMA L.S. 4653 RDMSURVEYING@COX.NET DESCRIPTION LEGEND OWNER:TOPOGRAPHIC SURVEY LEGAL DESCRIPTION:BENCH MARK:ADDRESS OF PROJECT: X X 123.45 P.P. WM F.F. G.F. CONC. F.S. M.H. P A.C. T.G. MEAS. ELEVATIONS TOP-GRATE ASPHALT PLANTER MAN-HOLE FINISH SURFACE CONCRETE GARAGE FLOOR FINISH FLOOR WATER METER POWER POLE FENCE PROPERTY LINE BUILDING WALL DECK BRICK REC. BRG. & DIST. NATURAL GRADEN.G. BENCH MARK 2722 BAYSHORE DRIVE NEWPORT BEACH BENCH MARK #: 3K-24A-82 ELEVATION: 19.259 DATUM: NAVD88 LOT 7 TRACT NO. 1014 M.M. 33/31 WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER 11.97LEADNOTAG, 11.80LT LS35-8, 11.82LT LS4653, 11.87LT LS4653, 12.14FS, 12.16FS, 12.14FS, 12.52FS, 12.14FS, 12.09FS, 11.27FL1.6GUT., 11.85CP, 9.39CP, 8.92CP, 11.53FS, Steven Fowlkes WSW PANEL MODEL MODEL NO.DIAMETER LENGTH le 1 2 3 4 6 5 STRONG-WALL® WSW ANCHORAGE - TYPICAL SECTIONS WSW ANCHOR BOLTS WSW ANCHOR BOLT EXTENSION WSW ANCHOR BOLT TEMPLATES STRONG-WALL® WOOD SHEARWALL TENSION ANCHORAGE SCHEDULE 2,500, 3,000 AND 4,500 PSI STRONG-WALL® WSW SHEAR ANCHORAGE SCHEDULE AND DETAILS BRICK LEDGE FOUNDATIONSLAB ON GRADE FOUNDATION INTERIOR FOUNDATION CURB OR STEMWALL FOUNDATION WSW ANCHORAGE SOLUTIONS FOR 2500 PSI CONCRETE DESIGN CRITERIA CONCRETE CONDITION ANCHOR STRENGTH WSW-AB78 ANCHOR BOLT WSW-AB1 ANCHOR BOLT ASD ALLOWABLE UPLIFT (lbs) W (in) de (in) ASD ALLOWABLE UPLIFT (lbs) W (in) de (in) FOUNDATION PLAN VIEW ® WSW ANCHORAGE SOLUTIONS FOR 3000 PSI CONCRETE DESIGN CRITERIA CONCRETE CONDITION ANCHOR STRENGTH WSW-AB78 ANCHOR BOLT WSW-AB1 ANCHOR BOLT ASD ALLOWABLE UPLIFT (lbs) W (in) de (in) ASD ALLOWABLE UPLIFT (lbs) W (in) de (in) WSW ANCHORAGE SOLUTIONS FOR 4500 PSI CONCRETE DESIGN CRITERIA CONCRETE CONDITION ANCHOR STRENGTH WSW-AB78 ANCHOR BOLT WSW-AB1 ANCHOR BOLT ASD ALLOWABLE UPLIFT (lbs) W (in) de (in) ASD ALLOWABLE UPLIFT (lbs) W (in) de (in) 36 HS 1 WSW PANEL MODEL MODEL NO.DIAMETER LENGTH le 24 HX WSW-HSR AND WSW-AB ASSEMBLY 1 WSW-HSR_KT HAIRPIN INSTALLATION SECTION A HAIRPIN SHEAR REINFORCEMENT TIE SHEAR REINFORCEMENT (GARAGE CURB SHOWN. OTHER FOOTING TYPES SIMILAR.) - A STRONG-WALL® WOOD SHEARWALL SHEAR ANCHORAGE MODEL SEISMIC3 WIND4 Lt OR Lh (in.) SHEAR REINFORCEMENT MIN. CURB/ STEMWALL WIDTH (in.) SHEAR REINFORCEMENT MIN. CURB/ STEMWALL WIDTH (in.) ASD ALLOWABLE SHEAR LOAD V (lbs.)6 6" MIN CURB/STEMWALL UNCRACKED CRACKED WSW-RT EXTERIOR INSTALLATION WSW-RT INTERIOR INSTALLATION WSW-RTPF PANEL FORM INSTALLATION WSW-RTBL BRICK LEDGE INSTALLATION ST R O N G - W A L L W S W AN C H O R A G E D E T A I L S EN G I N E E R E D D E S I G N S ® WSW1 N.T.S. 06-18-2020 0 07 - 0 1 - 2 0 1 6 FI R S T R E L E A S E - 2 0 1 5 I B C 1 06 - 1 8 - 2 0 2 0 20 1 8 I B C R E V I S I O N S SI M P S O N S t r o n g - T i e , C o . I n c . TH E R E I S N O E Q U A L TH E R E I S N O E Q U A L ® MODEL NO.W (in.)H (in.)ANCHOR BOLTS TOTAL WALL WEIGHT (lb.)QUANTITY DIA. (in.) ® · · ® ® ® GARAGE HEADER ROUGH OPENING HEIGHT MODEL NO.H CURB ROUGH OPENING HEIGHT ® GARAGE WALL OPTION 1 GARAGE WALL OPTION 2 SECTION 4x FRAMING ® WSW-TOW ALTERNATE CONNECTION KIT MODEL NO.FASTENER QUANTITY SD #10x112"SDS 14"x6" SECTION VIEW 2X6 OR WIDER FRAMING EDGE DISTANCE FOR SCREWS ® ® ® PLAN VIEW SDS SCREW SPACING QTY. OF SDS14"x6" SCREWS REQ'D. SECTION ® · · · · 1" TO 4" SHIM BLOCK418" TO 12" SHIM BLOCK ® CRIPPLE WALL ® SECTION 6x FRAMING ALLOWABLE SMALL HOLES FACE AND EDGE DRILL ZONES ALLOWABLE LARGE HOLES IN ADDITION TO ALLOWABLE SMALL HOLES ® ® ® · · ® ® SECTION 4x FRAMING SECTION 6x FRAMING · · · STRONG-WALL® WOOD SHEARWALL MODELS 1STRONG-WALL® WSW MODELS 2SINGLE STORY WSW ON CONCRETE 4STANDARD INSTALLATION BASE CONNECTION 6STANDARD TOP CONNECTION 9TOP OF WALL HEIGHT ADJUSTMENTS 5WOOD FLOOR SYSTEM BASE CONNECTION 7ALTERNATE TOP CONNECTION 10TRIM ZONE AND ALLOWABLE HOLES 3ALTERNATE WSW GARAGE FRONT OPTIONS 8RAKE WALL 11NOTES ® ● ● ● 5 - 7 - 4 - 5 - 6 - 7 - 6 - 7 - 4 - 4 - ST R O N G - W A L L W S W FR A M I N G D E T A I L S EN G I N E E R E D D E S I G N S ® WSW2 N.T.S. 06-18-2020 0 07 - 0 1 - 2 0 1 6 FI R S T R E L E A S E - 2 0 1 5 I B C 1 06 - 1 8 - 2 0 2 0 20 1 8 I B C R E V I S I O N S SI M P S O N S t r o n g - T i e , C o . I n c . TH E R E I S N O E Q U A L TH E R E I S N O E Q U A L RE I N F O R C I N G T H E E X I S T I N G S E A W A L L LO C A T E D A T : 27 2 2 B A Y S H O R E D R I V E NE W P O R T B E A C H , C A 9 2 6 6 3 ST E V E F O W L K E S 27 2 2 B A Y S H O R E D R I V E NE W P O R T B E A C H , C A 9 2 6 6 3 FOR CDP FO R C D P SW-0 NOTE : RE I N F O R C I N G T H E E X I S T I N G S E A W A L L LO C A T E D A T : 27 2 2 B A Y S H O R E D R I V E NE W P O R T B E A C H , C A 9 2 6 6 3 ST E V E F O W L K E S 27 2 2 B A Y S H O R E D R I V E NE W P O R T B E A C H , C A 9 2 6 6 3 FOR CDP FO R C D P SW-1 NOTE : NOTE: (* ) (* ) RE I N F O R C I N G T H E E X I S T I N G S E A W A L L LO C A T E D A T : 27 2 2 B A Y S H O R E D R I V E NE W P O R T B E A C H , C A 9 2 6 6 3 ST E V E F O W L K E S 27 2 2 B A Y S H O R E D R I V E NE W P O R T B E A C H , C A 9 2 6 6 3 FOR CDP FO R C D P SW-2 PROJECT LOCATION VICINITY MAP NOT TO SCALE MONROVIA HIGHWAY FREE W A Y JA M BOREE HIGHWAY W E S T BALBOA BALBOA PENINSULA BALBOAISLAND BLVD PLACENTIA 17TH ST 15TH ST SUPERIO R COAST AVE S A NTA A N A A V E 20TH ST DOVER 18TH STBLVD 15TH ST NEWPORTAVE IRVINETUSTIN 19TH ST DR A VEAVE 5 5 FREE W AY 73 MACARTHUR R D EAST JOAQUIN MIGUEL C O R O N A D E L M A R CO AST S A N NEWPORT HILLS COAST D R I V E BONITA AVE ROAD FORD S A N R D BISON BLVD C A N Y O N DR D R UN I VE RS ITY A V E C A MPUS DR CA MPUS DR FREEWAY 73 CITY OF COSTA MESA CITY OF IRVINE PACIFIC OCEAN JOHN WAYNE AIRPORT UPPER NEWPORT BAY NEWPORT CENTER TOTAL IRRIGATED LANDSCAPE ARE = 458 SQ. FT. LANDSCAPE ARCHITECTURAL PLANS FOR THE FOWLKES RESIDENCE LIGHTING PLAN L-6 L-7 L-8 L-5 L-4 L-2 L-1 SHEET INDEX: COVER SHEET CONSTRUCTION PLAN IRRIGATION PLAN PLANTING PLAN PLANTING SPECS. COVER SHEET 1 L-3 CONSTRUCTION DETAILS L-9 NOTICE TO HOMEOWNER: HOME OWNER SHALL PROCESS PLANS THROUGH THE HOME OWNER’S ASSOCIATION PRIOR TO ANY CONSTRUCTION. ISSUANCE OF A BUILDING PERMIT BY THE CITY DOES NOT RELIEVE THE APPLICANT OF LEGAL REQUIREMENT TO OBSERVE COVENANTS, CONDITIONS, AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN COMMUNITY ASSOC. APPROVAL. SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT IDENTIFICATION NUMBER CALL UNDERGROUND SERVICE ALERT. TOLL FREE 1-800-422-4133 (TWO WORKING DAYS BEFORE YOU DIG) DIG ALERT: 800.227.2600 SOUTHERN CALIFORNIA EDISON: 714.895.0246 SOUTHERN CALIFORNIA GAS: 800.427.2000 CITY WATER & SEWER: 949.644.3011 PACIFIC BELL TELEPHONE: 800.750.2355 CITY OF NEWPORT BEACH PUBLIC WORKS DEPT.: 949.644.3311 CITY OF NEWPORT BEACH PLANNING DEPT.: GENERAL INFOMATION: 949.644.3200 ZONING INFORMATION: 949.644.3204 CITY OF NEWPORT BEACH BUILDING DEPT.: GENERAL: 949.644.3275 PERMITS: 949.644.3288 INSPECTIONS: 949.644.3255 NEWPORT BEACH FIRE DEPT: 949.644.3106 ORANGE COUNTY HEALTH SERVICES: 714.834.3882 NOTES: 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, TRANSPORTATION, MATERIALS, AND SERVICES NECESSARY TO FURNISH AND INSTALL ALL CONSTRUCTION ELEMENTS AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 2. ALL WORK SHALL BE PERFORMED BY A CALIFORNIA LICENSED CONTRACTOR. 3. CONSTRUCTION AND INSTALLATION OF ALL LANDSCAPE ITEMS SHALL BE ACCORDING TO STATE, COUNTY AND LOCAL CODES, ORDINANCES AND UP TO CAL-OSHA SAFETY ORDERS REGARDING PERFORMANCE OF WORK. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THE NATURE AND LOCATION OF ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. THE CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ALL COSTS INCURRED DUE TO DAMAGE AND / OR REPLACEMENT OF SAID UTILITIES, INCLUDING DELAYS. 5. ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT DOCUMENTS AND / OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT IMMEDIATELY. ALL WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL THE DISCREPANCIES HAVE BEEN RESOLVED BY THE OWNER (JOB SUPERINTENDENT) OR LANDSCAPE ARCHITECT IN WRITING. ANY CONTINUATION OF WORK PRIOR TO THE RESOLUTION OF DISCREPANCIES IS AT THE CONTRACTOR'S RISK AND EXPENSE. 6. NO WORK SHALL BE PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY BY THE APPLICANT / OWNER, OR THEIR AGENTS UNTIL A PUBLIC PROPERTY ENCROACHMENT PERMIT IS ISSUED BY THE CITY ENGINEER. 7. CONTRACTOR SHALL INSTALL THIS PROJECT IN ACCORDANCE TO ALL CITY CODES AND REQUIREMENTS. CONTRACTOR SHALL BRING TO THE ATTENTION OF THE OWNER AND THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION ANY KNOWN DISCREPANCY BETWEEN THAT WHICH IS SPECIFIED ON THESE PLANS AND THAT WHICH IS PERMITTED BY GOVERNING CODES AND THE HOME OWNERS' ASSOCIATION. 8. WITH THE ACCEPTANCE TO CONSTRUCT THIS PROJECT, CONTRACTOR AND OWNER AGREE TO HOLD LANDSCAPE ARCHITECT HARMLESS OF ANY UNFORESEEN CONSTRUCTION COSTS DUE TO ELEMENTS NOT SPECIFIED ON THESE PLANS. 9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL SITE CONDITIONS PRIOR TO COMPLETING BIDS. CONTRACTOR SHALL INCLUDE IN THEIR BID THE COST OF ALL DEMOLITION AND ANY SOIL IMPORT AND OR EXPORT NEEDED TO COMPLETE THIS PROJECT. 10. CONTRACTOR SHALL INSTALL THIS PROJECT UTILIZING THE LANDSCAPE INDUSTRIES'S B. M. P. BEST MANAGEMENT PRACTICES. THE MINIMUM TIME TO COMPLETE CONSTRUCTION ON A PROJECT IS LIMITED TO THREE YEARS FROM THE DATE OF THE PERMIT FOR ALL PERMITS ISSUED AFTER AUGUST 21, 2019 AS REQUIRED BY NBMC SECTION 15.02.095 APPLICABLE CODES: 2019 CALIFORNIA BUILDING CODE: CH. 15.04 (C.B.C.) 2019 CALIFORNIA RESIDENTIAL CODE: CH. 15.05 (C.R.C.) 2019 CALIF1ORNIA ELECTRICAL CODE: CH. 15.06 (C.E.C.) 2019 CALIFORNIA MECHANICAL CODE: CH. 15.07 (C.M.C.) 2019 CALIFORNIA PLUMBING CODE: CH. 15.08 (C.P.C.) 2019 UNIFORM SWIMMING POOL, SPA, & HOT TUB CODE: CH.15.09 IRRIGATION DETAILS IRRIGATION DETAILS 1-30-24 11-22-22 LANDSCAPE ARCHITECTURAL PLANS FOR STEVEN AND BARBARA FOWLKES 2722 BAYSHORE DR. • NEWPORT BEACH, CA 92663 Toni Sergio | Executive Assistant to Steven K. Fowlkes 310.820.8180 x123 SFowlkes@rwselby.com Toni@RWSELBY.com DATE: DRAWN BY:D.P. 11-22-22 © DAVID A. PEDERSEN INC. - LANDSCAPE ARCHITECT EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT & OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY, WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF MR. PEDERSEN. IN THE EVENT OF UNAUTHORIZED USE OF THESE PLANS BY ANY THIRD PARTY THE CLIENT AGREES TO HOLD HARMLESS INDEMNIFY AND DEFEND D. PEDERSEN INC. LANDSCAPE ARCHITECT FROM ANY CLAIMS ARISING FROM SUCH UNAUTHORIZED RE-USE. SHEET NO. OF - 9 L- D A V I D A. P E D E R S E N • INC. 3400 IRVINE AVE., SUITE 203 NEWPORT BEACH, CA 92660 TEL. (949) 251-8999 L A N D S C A P E A R C H I T E C T U R E 0 8 16 24 32 40 48 GRAPHIC SCALE SCALE: 1/8" = 1'-0" NORTH PL PL PL PL PL PL PL PL MAIL BAYSHORE DR. DOCK F.F.E. 13.03N 19 52' 07" E 40.34' 3-CAR GARAGE LAUNDRY HALL KITCHEN GREATROOM VEST. PDR.STAIR DININGROOM ENTRY PANTRY ELEVATOR CONSTRUCTION PLAN 2 CONSTRUCTION BID ITEMS: CONTRACTOR SHALL PROVIDE AN ITEMIZED BID COST FOR EACH OF THE FOLLOWING.GENERAL: CONTRACTOR SHALL PROVIDE DECK-O-SEAL EXPANSION MASTIC (COLOR TO MATCH ADJACENT HARDSCAPE, FINISHED WITH SILICA SAND AS EXPANSION JOINTS. EXPANSION JOINTS SHALL OCCUR AT BOTTOM OF STEPS, CHANGE IN DIRECTION OF CONCRETE WALKS, ADJACENT TO BUILDINGS, AND WHERE NEW CONCRETE PAVING ABUTS EXISTING SIDEWALKS AND / OR CURBS. THE RECOMMENDED SPACING FOR EXPANSION JOINTS IN WALKS IS 16 FT. O.C. FOR CONTINUOUS WALKS UNLESS OTHERWISE RECOMMENDED BY SOILS ENGINEER. ALL INSIDES OF ALL RAISED PLANTERS / RETAINING WALLS SHALL RECEIVE THOROSEAL WATERPROOFING PER MANUFACTURES SPEC. CONTRACTOR SHALL CONSULT OWNER IN REGARDS TO OUTDOOR SPEAKER LOCATION. AND PROVIDE SEPARATE BID FOR RUNNING SPEAKER WIRE IN PVC SCH 80 CONDUIT AND WIRE TO EACH LOCATION. CONTRACTOR SHALL PROVIDE OWNER AS BUILT DRAWINGS FOR ALL UNDERGROUND UTILITIES - IRRIGATION WIRES, ANY SPEAKER WIRES AND OR GAS LINES. ALL TREES PLANTED WITHIN FIVE FEET OF HARDSCAPE SHALL HAVE A ROOT BARRIER DEVICE INSTALLED ADJACENT TO HARDSCAPE AREA. ALL DOWNSPOUTS SHALL BE CONNECTED TO THE LOT DRAINAGE SYSTEM. SEE DRAINAGE PLAN CONTRACTOR SHALL BE IN CHARGE OF PROCESSING ALL PERMITS WHERE NEEDED. POOLS, SPAS, WALLS, FENCES, PATIO COVERS, AND OTHER FREE-STANDING STRUCTURES REQUIRE SEPARATE REVIEWS AND PERMITS. NO WORK SHALL BE PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY BY THE APPLICANT / OWNER, OR HIS OR HER AGENTS UNTIL A PUBLIC PROPERTY ENCROACHMENT PERMIT IS ISSUED BY THE CITY ENGINEER. MASONRY CONTRACTOR SHALL COORDINATE WITH DRAINAGE CONTRACTOR, IRRIGATION CONTRACTOR AND ELECTRICIAN TO ENSURE THAT ALL SLEEVES AND CROSSINGS ARE PROVIDED PRIOR TO PLACING OF PAVING, CONCRETE, ETC. ALL CONSTRUCTION SHALL CONFORM TO ALL LOCAL CODES AND ORDINANCES. FINISH SURFACE OF CONCRETE OR HARDSCAPE SURFACE TO BE A 3" MINIMUM BELOW STUCCO SCREED; VERIFY IN FIELD AND ADJUST GRADES IF NECESSARY TO ACHIEVE THIS. CHECK WITH GOVERNING CODES FOR REQUIREMENTS AND COMPLY WITH IF DIFFERENT. STEP TREADS TO BE 12" WIDE MINIMUM. CONTRACTOR SHALL INSTALL THIS PROJECT IN ACCORDANCE TO ALL CITY CODES AND REQUIREMENTS. CONTRACTOR SHALL BRING TO THE ATTENTION OF THE OWNER AND THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION ANY KNOWN DISCREPANCY BETWEEN THAT WHICH IS SPECIFIED ON THESE PLANS AND THAT WHICH IS PERMITTED BY GOVERNING CODES AND THE HOME OWNERS' ASSOCIATION. WITH THE ACCEPTANCE TO CONSTRUCT THIS PROJECT, CONTRACTOR AND OWNER AGREE TO HOLD LANDSCAPE ARCHITECT HARMLESS OF ANY UNFORESEEN CONSTRUCTION COSTS DUE TO ELEMENTS NOT SPECIFIED ON THESE PLANS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL SITE CONDITIONS PRIOR TO COMPLETING BIDS. CONTRACTOR SHALL INCLUDE IN THEIR BID THE COST OF ALL DEMOLITION AND ANY SOIL IMPORT AND OR EXPORT NEEDED TO COMPLETE THIS PROJECT. GENERAL NOTES AND SPECIFICATIONS 1. GENERAL NOTICE TO CONTRACTORS ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". THE OWNER AND OWNERS' REPRESENTATIVES SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S COMPLIANCE WITH SAID REGULATIONS AND ORDERS. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND HIS REPRESENTATIVE HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR HIS REPRESENTATIVE. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO ASCERTAIN THE LOCATION OF ALL UNDERGROUND UTILITIES OR STRUCTURES FROM FIELD INVESTIGATIONS AND AVAILABLE RECORDS PRIOR TO COMMENCING ANY EXCAVATION. 2. CONCRETE AND REINFORCING STEEL: CEMENT FOR CONCRETE SHALL BE A STANDARD BRAND MEETING THE REQUIREMENTS FOR TYPE V CEMENT OF ASTM SPECIFICATIONS C-150 "PORTLAND CEMENT". MINIMUM COMPRESSIVE STRENGTH OF ALL CONCRETE SHALL BE 2,500 PSI IN 28 DAYS. 6 SACK MIX WITH A 5" MAX. SLUMP. AT A MINIMUM THICKNESS OF FOUR INCHES OVER 1" SAND BASE AND 90% COMPACTED NATIVE SOIL. (DRIVEWAY MIN. THICKNESS OF 6 INCHES) THE LARGEST PRACTICAL SIZE OF COARSE AGGREGATE UP TO 1/2" SHALL BE USED IN THE CONCRETE. MINIMUM CONCRETE CLEAR COVERAGE OF REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS: CONCRETE PLACED AGAINST EARTH...3" CONCRETE PLACED AGAINST FORMS EXPOSED TO EARTH.. 2" SLABS..1 1/2" ALL REINFORCING STEEL SHALL BE DEFORMED BARS IN ACCORDANCE WITH ASTM A-615 - GRADE 40. ALL BARS AT SPLICES IN CONCRETE SHALL LAP AS FOLLOWS: GRADE 40 IS 40 DIAMETER LAP. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND OTHER INSERTS SHALL BE SECURELY FASTENED IN THE FORMS BEFORE PLACING THE CONCRETE. REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE WITH #16 DOUBLE ANNEALED STEEL WIRE. BARS SHALL BE SUPPORTED ON WELL-CURED CONCRETE BLOCKS OR APPROVED METAL CHAIRS. WIRE FABRIC SHALL CONFORM TO "STANDARD SPECIFICATIONS FOR WELD WIRE FABRIC FOR CONCRETE REINFORCEMENT", "ASTM A-185-64". ALL CONCRETE WORK SHALL RECEIVE 1/2" "FIBERMIX STEALTH MULTIFILAMENT FIBERS" AT 2 LBS. PER CU. YD. ALL CONCRETE FLAT WORK AND OR STONE SUB-BASE SHALL RECEIVE NO. 3 BAR AT 18 INCHES ON CENTER, CHAIRED IN PLACE ALONG CENTER OF SLAB. DRIVE CONCRETE FLAT WORK SHALL RECEIVE NO. 4 BAR AT 12 INCHES ON CENTER, CHAIRED IN PLACE ALONG CENTER OF SLAB. DRIVE CONCRETE SHALL BE A MINIMUM THICKNESS OF 6 INCHES. ALL CONCRETE SHALL BE UNDERLAIN WITH A VAPOR BARRIER CONSISTING OF A PLASTIC FILM (TEN MIL POLYVINYL CHLORIDE OR EQUIVALENT) AT A MINIMUM. THE VAPOR BARRIER SHOULD BE PROPERLY LAPPED AND SEALED. SINCE THE VAPOR BARRIER WILL PREVENT MOISTURE FROM DRAINING FROM FRESH CONCRETE, A BETTER CONCRETE FINISH CAN USUALLY BE OBTAINED IF AT LEAST TWO INCHES OF SAND IS SPREAD OVER THE VAPOR BARRIER PRIOR TO PLACEMENT OF CONCRETE. 3. MASONRY: UNIT MASONRY SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-90 GRADE N. MINIMUM COMPRESSIVE STRENGTH SHALL BE FOR THE GROSS SECTION OF BLOCK. CEMENT FOR MASONRY MORTAR SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-150 "PORTLAND CEMENT", TYPE 1. MORTAR SHALL BE 1:3 1/2 CEMENT AND SAND MIX WITH 1/4 PART APPROVED HYDRATED LIME OR LIME PUTTY, TYPE M OR S. GROUT SHALL BE 1:3:2 CEMENT, SAND, AND 3/8" PEA GRAVEL MIX WITH A SLUMP OF 8" TO 11". DRYPACK SHALL BE 1:3 CEMENT AND SAND MIX. ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE PERFORMED BARS CONFORMING TO ASTM A-615, GRADE 40. REINFORCING STEEL SHALL BE LOCATED AT THE CENTER OF THE WALL UNLESS OTHERWISE NOTED ON THE PLANS, I.E. RETAINING WALLS. SPLICES OF REINFORCING STEEL SHALL LAP 40 DIAMETERS OR 2'-0" MINIMUM. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND OTHER INSERTS SHALL BE SECURELY ANCHORED IN PLACE PRIOR TO GROUT. 4. ALL CONCRETE BASE FOR STONE AND OR PAVING MATERIAL SHALL RECEIVE 'REDGARD' WATERPROOFING AND CRACK PREVENTION MEMBRAN 5. BONDING MORTAR SHALL BE MAVIS 3000 BY OMEGA PRODUCTS. MAVS 3000 IS A HIGHLY POLYMER-MODIFIED, FACTORY BLENDED MASONRY MORTAR THAT EXCEEDS ASTM C270, TMS 402/602 SHEAR STRENGTH, ENTIRE ANSI A118.4, ENTIRE ANSI A118.11, AND ENTIRE ANSI A118.15 REQUIREMENTS MANUFACTURED BY OMEGA PRODUCTS INTERNATIONAL WITH 15-YEAR TO 35-YEAR WARRANTY. CONTACT DAN LANSAW: ARCHITECTURAL AND PRODUCT SUPPORT REPRESENTATIVE, OMEGA PRODUCTS INTERNATIONAL MAVS DIVISION MOBILE: (951) 339-6091 DLANSAW@OMEGA-PRODUCTS.COM ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATION PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT. PROJECT HARDSCAPE MATERIALS: PRE-CAST CONCRETE COPING SHALL BE BY PACIFIC STONE DESIGN, INC. 866-997-8663 'TRESTLES' WC 104 SERIES , SAND TEXTURE, COLOR #40 USE CORNER PIECES AT EA. CORNER (DO NOT MITER) STUCCO SHALL MATCH STUCCO USED ON HOUSE. CONCRETE TO BE COLORED 'FRENCH GRAY W/ TOP CAST #3 FINISH'. STUCCO FACED BARBECUE CENTER, B.B.Q. UNIT TO BE SUPPLIED BY THE OWNER WITH ACCESS DOOR FOR BELOW B.B.Q. SERVING TOP SHALL BE GRANITE. CONTRACTOR SHALL SUPPLY GAS AND POWER (120v outlet) TO THIS AREA. SEE ELEVATION DRAWING. COORDINATE OPENINGS IN COUNTER BARBECUE, G.F.C.I. OUTLETS AND ANY OTHER EQUIPMENT TO BE SELECTED. EXISTING PROPERTY LINE WALL, PROTECT IN PLACE. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 6 FT. CUSTOM ENTRY GATE, PAINT TO MATCH HOUSE TRIM. CONTACT VON ARONSON OF HAEARTWOOD CREATIONS FOR CONSTRUCTION 949-246-6973. STEPPING PADS, COLORED CONCRETE W/ TOP CAST #3 FINISH , ALLOW ±6" BETWEEN EACH. PRE-CAST CONCRETE STEP. SEE LIGHTING PLAN FOR LIGHT IN STEP. 16 INCH HIGH STONE FACE FIRE TROUGH W/ PRE-CAST CONCRETE CAP, PROVIDE GAS LINE WITH ON OFF VALVE. SEA WALL TO BE RAISED, SEE ENGINEER'S PLAN, NOT A PART OF LANDSCAPE PLANS. RANDOM SQUARES AND RECTANGLE BLUESTONE HARDSCAPE. BASE TO RECEIVE 'REDGARD' WATERPROOFING AND CRACK PREVENTION MEMBRANE EXISTING DOCK TO REMAIN. CONCRETE STEP LOCATION, TOP CAST #3 FINISH SEE CIVIL PLAN FOR ELEVATIONS. 6 FT. CUSTOM SIDE YARD GATE, PAINT TO MATCH HOUSE TRIM. CONTACT VON ARONSON OF HAEARTWOOD CREATIONS FOR CONSTRUCTION 949-246-6973. EXISTING MAIL BOX, PROTECT IN PLACE. SIDE YARD SHOWER LOCATION. SEE ARCHITECTS PLANS. STUCCO WALL BETWEEN PATIO AND PROPERTY LINE WALL. TOP OF WALL SAME HEIGHT AS PATIO. PROVIDE THICKENED FOOTING ALONG PATIO DUE TO LOWER GRADE OF ADJACENT SOIL. EXTEND 8" BELOW GRADE. 12 3 4 4 44 5 6782 9 10 11 111213 14 13 15 5 DRAIN LOCATION, SEE CIVIL PLAN. 16 1-30-24 11-22-22 LANDSCAPE ARCHITECTURAL PLANS FOR STEVEN AND BARBARA FOWLKES 2722 BAYSHORE DR. • NEWPORT BEACH, CA 92663 Toni Sergio | Executive Assistant to Steven K. Fowlkes 310.820.8180 x123 SFowlkes@rwselby.com Toni@RWSELBY.com DATE: DRAWN BY:D.P. 11-22-22 © DAVID A. PEDERSEN INC. - LANDSCAPE ARCHITECT EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT & OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY, WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF MR. PEDERSEN. IN THE EVENT OF UNAUTHORIZED USE OF THESE PLANS BY ANY THIRD PARTY THE CLIENT AGREES TO HOLD HARMLESS INDEMNIFY AND DEFEND D. PEDERSEN INC. LANDSCAPE ARCHITECT FROM ANY CLAIMS ARISING FROM SUCH UNAUTHORIZED RE-USE. SHEET NO. OF - 9 L- D A V I D A. P E D E R S E N • INC. 3400 IRVINE AVE., SUITE 203 NEWPORT BEACH, CA 92660 TEL. (949) 251-8999 L A N D S C A P E A R C H I T E C T U R E CONSTRUCTION DETAILS 3 1. PROVIDE COPPER CAP2. 1 X 6 HORIZONTAL BOARDS 3. 1 X 4 FRAME ON BACK SIDE. 4. STAILESS STEEL GATE HARDWARE AS SELECTED BY OWNER. 5. TOP LATCH TO MEET POOL CODE. 6. BLOCK WALL - SEE CONSTRUCTION PLAN. 7. 3 STAINLESS STEEL HINGES. 8. FINISH SURFACE NOTE: ALL WOOD TO BE CLEAR D.F. PRIME AND PAINT TO MATCH HOUSE (VERIFY COLOR WITH OWNER). PROVIDE COPPER CAP 1 2 3 4 5 6 7 8 3'-6" MIN. SCALE PLAN SEE CONSTRUCTION PLAN WOOD GATE LEFT SIDE YARD 1. PRE-CAST CONCRETE STEPS - SEE PLAN FOR QUANTITY, COLOR & FINISH. 2. #4 REBAR AT 12" EACH WAY. 3. 6" MINIMUM AVERAGE THICKNESS. 4. #3 REBAR CONTINOUS AT STEP NOSINGS. 5. TREADS AND RISERS -16" WIDE MIN. 7" HIGH MAX. 6. EXPANSION JOINT W/ 9" SPEED DOWEL - SEE SEPARATE DETAIL. 7. ADJACENT CONCRETE PAVING W/ THICKENED EDGE. 8. STONE FACE (MATCH SEAT WALL). 9. 95% COMPACTED SUBGRADE. PRE-CAST CONCRETE STEPS 5 6 1 2 3 45 6 7 2% 14" 10" 9 8 FIRE TROUGH PLAN FIRE TROUGH ELEVATION 16" 2'-10" 6'-6" 1. PRE-CAST CONCRETE CAP 2. GAS ON-OFF VALVE ON BACK SIDE. 3. STONE FACE 4. PROVIDE GAS HOOP UNDER OWNER SUPPLIED GRANITE BALLS 12 3 4 1 1 1.STAINLESS STEEL ACCESS DOORS 2.DROP IN GAS BBQ MODEL TO BE SELECTED BY OWNER. INSTALL PER MANUFACTURER'S SPECIFICATIONS 3.ELECTRICAL OUTLET 4.COUNTER SURFACE MATERIAL PER CONSTRUCTION PLAN. 5.C.M.U. FRAM WITH PLASTER FINISH - TO MATCH HOUSE. 6.4" HIGH KICKPLATE 7.FINISH SURFACE 8.UTILITY LINES (GAS AND ELECTRIC) PER CODE. BUILT IN GAS GRILL 36" 23 4 5 67 8 2 SCALE: 1" = 1'-0" 1 2 3 4 56 1. EXISTING FOUNDATION. 2. SIDE OF HOUSE 3. 1" X 1" TEEK DECK BOARDS EA. WAY. DADO AT EA. INTERSECTION TO RECEIVE ALTERNATE BOARD. 4. SHOWER DRAIN W/ GRATE - BY OTHERS. TO SEWER. 5. CONCRETE FLOOR - SLOPE TO DRAIN. 6. FINISH SURFACE OF SIDE YARD WALK. OUTDOOR SHOWER FLOOR 10'-0" 1. TOOLED OR SAWCUT CONTROL JOINT - MIN. 1/8" WIDE x 1/3 DEPTH OF CONCRETE WHERE SHOWN ON PLAN. 2. CONCRETE PAVING AND OR CONCRETE SUB-BASE FOR STONE, BRICK ETC.. - SEE PLAN 3.THICKENED EDGE 8" THICK FOR WALKING SURFACES, 10" THICK FOR DRIVEWAY. 4. REBAR PER CONSTRUCTION PLAN. 5.FINISH LANDSCAPE GRADING. NOTE: MAINTAIN 3" CLEAR BETWEEN REBAR AND EARTH. 2" MIN. PROVIDE SAND BED AND / OR BASE MIX OVER COMPACTED 90% SUBGRADE. 12" MIN. TYPICAL HARDSCAPE THICKENED EDGE 1 23 451. FACE OF WALL CAP TO BE ±1/4 BEYOND WALL FACE. 2. WALL CAP - SEE CONSTRUCTION PLAN. WALL CAP OVERHANG SCALE: 1" = 2'-0" 1 2 1 1. SECOND POUR 2. # 4 REBAR AS STEEL DOWEL 3. SAW CUT OR TOOLED CONTROL JOINT, SEE CONSTRUCTION PLAN 4. SPEED DOWEL SLEEVE (800) 531-3355 5. FIRST POUR 6. COMPACTED SOIL 7. POLYFELT FOAM EXPANSION. 8. SELF-LEVELING DECK-O-SEAL EXPANSION MASTIC COLOR TO MATCH CONC., FINISH WITH SILICA SAND FOR CONCRETE PAVING COLOR AND TEXTURE, SEE CONSTRUCTION PLAN. COLD JOINT EXPANSION JOINT 1 2 3 4 5 6 72 81 5 EXPANSION JOINT / SPEED DOWEL DETAIL 1/2" 1/2" 1/4" R. 1. SIDE OF HOUSE 2. WEEP SCREED 3. HARDSCAPE SURFACE. 4. SELF-LEVELING DECK-O-SEAL EXPANSION MASTIC COLOR TO MATCH CONC., FINISH WITH SILICA SAND 5. 3/ 8" POLYFELT FOAM EXPANSION. 6. COMPACTED SOIL FOR HARDSCAPE TYPE, SEE CONSTRUCTION PLAN. EXPANSION JOINT AT HOUSE 3/8" 1/4" R. 4" MIN 1"MIN 1 2 3 4 5 6 1-30-24 11-22-22 LANDSCAPE ARCHITECTURAL PLANS FOR STEVEN AND BARBARA FOWLKES 2722 BAYSHORE DR. • NEWPORT BEACH, CA 92663 Toni Sergio | Executive Assistant to Steven K. Fowlkes 310.820.8180 x123 SFowlkes@rwselby.com Toni@RWSELBY.com DATE: DRAWN BY:D.P. 11-22-22 © DAVID A. PEDERSEN INC. - LANDSCAPE ARCHITECT EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT & OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY, WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF MR. PEDERSEN. IN THE EVENT OF UNAUTHORIZED USE OF THESE PLANS BY ANY THIRD PARTY THE CLIENT AGREES TO HOLD HARMLESS INDEMNIFY AND DEFEND D. PEDERSEN INC. LANDSCAPE ARCHITECT FROM ANY CLAIMS ARISING FROM SUCH UNAUTHORIZED RE-USE. SHEET NO. OF - 9 L- D A V I D A. P E D E R S E N • INC. 3400 IRVINE AVE., SUITE 203 NEWPORT BEACH, CA 92660 TEL. (949) 251-8999 L A N D S C A P E A R C H I T E C T U R E 0 8 16 24 32 40 48 GRAPHIC SCALE SCALE: 1/8" = 1'-0" NORTH PL PL PL PL PL PL PL PL MAIL BAYSHORE DR. DOCK F.F.E. 13.03N 19 52' 07" E 40.34' 3-CAR GARAGE LAUNDRY HALL KITCHEN GREATROOM VEST. PDR.STAIR DININGROOM ENTRY PANTRY ELEVATOR IF DISTANCES FROM TRANSFORMER EXCEED RECOMMENDED LENGTHS AND WATTAGES, EXCESSIVE VOLTAGE DROP WILL OCCUR AND LIGHT OUTPUT WILL GREATLY DIMINISH. CENTER TRANSFORMERS WHENEVER POSSIBLE. MAKE CABLE RUNS AS SHORT AS POSSIBLE TO REDUCE VOLTAGE DROP. SIZE CABLE AND TRANSFORMERS PROPERLY FOR EACH PROJECT. ALLOW ROOM FOR GROWTH OR ADDITIONS TO THE SIGHTING SYSTEM. IT IS RECOMMENDED TO USE EYELET, FLANGE SPADE, OR SPADE TERMINAL CONNECTORS WHEN ATTACHING CABLE TO TERMINAL BLOCK STUDS. THIS ENABLES ADDITIONAL SETS OF CABLE TO BE USED AND REDUCES THE POSSIBILITY OF STRAY WIRES TO TOUCH FROM ONE CONDUCTOR TO ANOTHER. IF THIS HAPPENS, ARCHING WILL OCCUR CAUSING A SUPER HEATED CONDITION AT THE TERMINAL BLOCK. CAUTION: HALOGEN LIGHTS OPERATED BELOW 10 VOLTS CONTINUOUSLY WILL BLACKEN AND HAVE BOTH LIFE AND LIGHT OUTPUT LESS THAN THE ABOVE FIGURES. FLUORESCENT LIGHTS WILL NOT OPERATE UNDER 10 VOLTS. VOLTAGE DROP IS INHERENT IN ALL LIGHTING SYSTEMS. MAKE CABLE RUNS AS SHORT AS POSSIBLE FROM TRANSFORMER. CENTER THE TRANSFORMER WHENEVER POSSIBLE AND MAKE MULTIPLE RUNS TO ACHIEVE THE DESIRED COVERAGE. CONTRACTOR SHALL USE SILICONE- FILLED SAFETY WIRE CONNECTORS BY "KING CONNECTORS" MODEL NO. KING-6T FOR DIRECT BURRIAL LOW-VOLTAGE LIGHTING SYSTEMS. GENERAL LIGHTING NOTES: ALL LIGHTING FIXTURES AND ELECTRICAL INSTALLATION SHALL BE IN CONFORMANCE WITH THE NATIONAL ELECTRICAL CODES AND LOCAL GOVERNMENTAL AGENCY, PERMIT REQUIREMENTS AND STATE HEALTH AND SAFETY REQUIREMENTS. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE HELD LIABLE FOR ANY DAMAGES INCURRED. ALL ELECTRICAL FIXTURES ARE SHOWN SCHEMATICALLY FOR APPROXIMATE LOCATIONS AND QUANTITIES REQUIRED. FINAL LOCATIONS TO BE VERIFIED ON SITE BY THE CONTRACTOR AT NIGHT. CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRED WITH MASONRY AND OTHER SUBCONTRACTORS AS REQUIRED. CONTRACTOR SHALL SIZE AND CIRCUIT ALL ELECTRICAL REQUIREMENTS PER MANUFACTURERS REQUIREMENTS. ALL CABLE MUST BE INSTALLED A MINIMUM OF 12 INCHES BELOW GRADE. PVC SCH 40 SLEEVING SHALL BE PROVIDED UNDER ALL HARDSCAPE AREAS. ALL GROUND-MOUNTED FIXTURE SHALL HAVE A MINIMUM OF 18” OF EXCESS CABLE BURIED AT EACH FIXTURE FOR POSSIBLE RE POSITIONING AND OR MAINTENANCE. CONTRACTOR SHALL PROVIDE OWNER WITH ALL MANUFACTURERS GUARANTEE LITERATURE. LOW VOLTAGE CABLE WITH APPROVED WATER PROOF CONNECTION. LEAVE 36" MIN. LOOP COILED IN BOTTOM OF FIXTURE FOR FUTURE RELOCATION. STAKE MOUNTED LIGHTING FIXTURE. SEE LIGHTING PLAN LEGEND FOR TYPE, COLOR & LAMP. SCALE: NOT TO SCALE TYPICAL LANDSCAPE AREA LIGHT SHRUB PLANTING AREAS 5 64123 7 8 9 1. FINISH GRADE 2. 2" IN G.C., FLUSH IN LAWN 3. VALVE BOX (SEE SPECS.) 4. WATER PROOF CONNECTOR 5. 24" LINEAR LENGTH OF WIRE, COILED. 6. BRICK ( 1 OF 4 ) 7. PVC SWEEP ELLS, 8. 1 CU. FT. PEA GRAVE (MIN) 9. GRAY PVC SCH 40 WHEN SPECIFIED DIRECT BURIAL OTHERWISE. RUN ALL WIRES ADJACENT TO IRRIGATION MAIN LINE WHEN POSSIBLE. WIRE PULL BOX / JUNCTION BOX 12" MIN. 7 LOW VOLTAGE CABLE WITH APPROVED WATER PROOF CONNECTION. LEAVE 18" MIN. LOOP COILED IN BOTTOM OF FIXTURE FOR MAINTENANCE PURPOSES. SPIKE MOUNT SPOT LIGHT FIXTURE. SEE LIGHTING PLAN LEGEND FOR TYPE. TYPICAL DIRECTIONAL SPOT LIGHT SHRUB PLANTING AREAS SCALE: NOT TO SCALE FINISH GRADE LOW VOLTAGE CABLE WITH APPROVED WATER PROOF CONNECTION. LEAVE 18" MIN. LOOP COILED IN BOTTOM OF FIXTURE FOR MAINTENANCE PURPOSES. SPIKE MOUNT FLOOD LIGHT FIXTURE. SEE LIGHTING PLAN LEGEND FOR TYPE. TYPICAL FLOOD LIGHT SCALE: NOT TO SCALE FINISH GRADE VOLTAGE GUIDELINE TOTAL WATTAGE OF RUNLINEAR FT. OF # 12/2 WIRE FROM THE TRANSFORMER TO THE FIRST LAMP 40 WATTS 80 WATTS 108 WATTS 128 WATTS 144 WATTS 180 WATTS VOLTAGE TAP TO BE USED AT TRANSFORMER 25 LN. FT. 50 LN. FT. 75 LN. FT. 100 LN. FT. 150 LN. FT. 200 LN. FT. 250 LN. FT. 300 LN. FT. 350 LN. FT. 400 LN. FT. 450 LN. FT. 500 LN. FT. 550 LN. FT. 600 LN. FT. 650 LN. FT. 700 LN. FT. 750 LN. FT. 800 LN. FT. 12 V 12 V 12 V 13 V 13 V 13 V12 V 12 V 12 V 13 V 14 V 14 V12 V 12 V 13 V 13 V 14 V 14 V12 V 13 V 14 V 14 V 15 V 16 V13 V 14 V 15 V 16 V 16 V 18 V14 V 14 V 16 V 17 V 18 V 20 V14 V 16 V 17 V 18 V 20 V 20 V15 V 17 V 18 V 20 V 20 V15 V 18 V 20 V15 V 20 V15 V 20 V16 V 17 V 17 V18 V18 V20 V 20 V 20 V 20 V HOW TO USE DIFFERENT VOLT TAPS. EXAMPLE: If the first light tests at 8 volts, subtract 8 volts form 12 volts, which equals 4 volts. Now add the 4 volts back into 12 volts and that will equal 16 volts (thus) 12 VOLTS-8 VOLTS = 4 VOLTS 12 VOLTS+ 4 VOLTS = 16 VOLTS CONTRATOR SHALL RUN MINIMUM OF 8 GUAGE WIRE FROM THE TRANSFORMER FOR THE FIRST 15 FT., PRIOR TO THE REDUCTION OF WIRE SIZE. WIRE SIZE UNDER 14 GUAGE IS NOT PERMITTED FOR THIS PROJ. LIGHTING CABLE / DISTANCE CHART CABLE TYPE RECOMMENDED DISTANCE FROM TRANSFORMER (SINGLE RUN) MAXIMUM WATTAGE (LOAD) O N E C I R C U I T 2 C O N D U C T O R S 18 / 2 20 FEET 100 WATTS 200 WATTS 250 WATTS 300 WATTS 300 WATTS 300 WATTS 16 / 2 150 FEET 14 / 2 80 FEET 12 / 2 100 FEET 10 / 2 150 FEET 8 / 2 200 FEET 2 C I R C U I T S 3 C O N D U C T O R S 12 / 3 200 FEET 600 WATTS, (300 WATTS PER CIRCUIT) 10 / 3 250 FEET 600 WATTS, (300 WATTS PER CIRCUIT) LIGHTING PLAN 4 MATTE BRONZE DIRECTIONAL SPOT TOP-UL-114-MBR 12TOP20 WATT HAL. MR 8 SHINE AT URN OR STATUE SYMBOL DESCRIPTION / COLOR MFG.MODEL NO.LAMP VOLTAGE NOTES: TRANSFORMERS SHALL BE A TOP 300 WATT TOP LIGHTS TRANSFORMER BY TOP W/ INTEGRAL TIMER ) CONTACT BRETT BROWNING AT TOP LIGHTS INC. TO PLACE ORDER 877-867-5596 (CELL 949-422-4563)T MATTE BRONZE AREA LANDSCAPE / PATH LIGHT, 12” HIGH, "SMALL HAT"TOP TOP-PL-340-MBR 2 WATT LED 12 LOCATE ±12" AWAY FROM ANY WALK OR PATIO. ± 18" FROM MOW EDGE. MATTE BRONZE DIRECTIONAL UP LIGHT W/ LARGE SHROUD TOP 142-MBR 12TOP6 WATT LED SHINE IN MID BRANCHES OF TREE MATTE BRONZE DIRECTIONAL FLOOD LIGHT TOP-UL-150-MBR 12TOPPAR 36 FLOOD 6 ALT WATT LED SHINE IN LOWER BRANCHES OF SHRUB OR VINE. LOUVERED BRASS RECESS LIGHT.TOP-SL-LGBX SL-CVR534-MBR (3) 2 WATT LED 12TOP LOCATE 2" BELOW WALL CAP. INSTALL FLUSH TO WALL, WIRES IN BLUE ENT. AND OR IN STEP FACE. L I G H T I N G L E G E N D Private landscape lighting is not allowed to be installed within the public right-of-way per City Council Policy T 1-30-24 11-22-22 LANDSCAPE ARCHITECTURAL PLANS FOR STEVEN AND BARBARA FOWLKES 2722 BAYSHORE DR. • NEWPORT BEACH, CA 92663 Toni Sergio | Executive Assistant to Steven K. Fowlkes 310.820.8180 x123 SFowlkes@rwselby.com Toni@RWSELBY.com DATE: DRAWN BY:D.P. 11-22-22 © DAVID A. PEDERSEN INC. - LANDSCAPE ARCHITECT EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT & OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY, WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF MR. PEDERSEN. IN THE EVENT OF UNAUTHORIZED USE OF THESE PLANS BY ANY THIRD PARTY THE CLIENT AGREES TO HOLD HARMLESS INDEMNIFY AND DEFEND D. PEDERSEN INC. LANDSCAPE ARCHITECT FROM ANY CLAIMS ARISING FROM SUCH UNAUTHORIZED RE-USE. SHEET NO. OF - 9 L- D A V I D A. P E D E R S E N • INC. 3400 IRVINE AVE., SUITE 203 NEWPORT BEACH, CA 92660 TEL. (949) 251-8999 L A N D S C A P E A R C H I T E C T U R E 0 8 16 24 32 40 48 GRAPHIC SCALE SCALE: 1/8" = 1'-0" NORTH PL PL PL PL PL PL PL PL MAIL BAYSHORE DR. DOCK F.F.E. 13.03N 19 52' 07" E 40.34' 3-CAR GARAGE LAUNDRY HALL KITCHEN GREATROOM VEST. PDR.STAIR DININGROOM ENTRY PANTRY ELEVATOR 24" 24" 5 IRRIGATION PLAN P.O.C. (POINT OF CONNECTION) CONTRACTOR SHALL TEE OFF THE HOUSE MAIN BETWEEN THE WATER METER AND THE HOUSE AND RUN A ONE ONE HALF INCH MAIN LINE TO THE BACK FLOW PREVENTER. THIS LINE IS NOT SHOWN FOR CLARITY PURPOSES. 1"BP ALL PIPING AND RELATED IRRIGATION EQUIPMENT SHOWN IN PAVED AREAS IS FOR CLARITY ONLY, ALL EQUIPMENT TO BE INSTALLED IN PLANTED AREAS WHEN POSSIBLE. THE FINAL LOCATION AND EXACT POSITIONING OF THE IRRIGATION CONTROLLER SHALL BE APPROVED BY THE OWNER PRIOR TO INSTALLATION. THIS IRRIGATION SYSTEM SHALL BE INSTALLED BY A COMPETENT LANDSCAPE CONTRACTOR EXPERIENCED IN IRRIGATION INSTALLATION AND THE BASIC FUNDAMENTALS OF ITS HYDRAULIC DEMANDS. THE IRRIGATION CONTRACTOR SHALL FIELD SELECT ALL IRRIGATION NOZZLES AND ARK PATTERNS TO OBTAIN OPTIMUM HEAD TO HEAD COVERAGE WITH THE MINIMUM OF OVER-SPRAY. THE IRRIGATION CONTRACTOR SHALL GUARANTEE ENTIRE SPRINKLER SYSTEM AGAINST DEFECTIVE MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF APPROVAL. SHOULD ANY REPAIRS BE NECESSARY DURING THE PERIOD, IF DUE TO DEFECTIVE MATERIALS OR WORKMANSHIP, CONTRACTOR SHALL REPAIR AT HIS EXPENSE. OBSTRUCTIONS WHEN VERTICAL OBSTRUCTIONS (UTILITIES BOXES, STREET LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. (TYPICAL) TORO TMC-424E-OD+TSM-8F SERIES WEATHER - BASED AUTOMATIC ET ADJUSTING 'SMART' IRRIGATION CONTROLLER - WITH IRRITROL CL-100 SERIES 'CLIMATE LOGIC' WIRELESS ET / RAIN SENSOR FEBCO 825YA SERIES REDUCED PRESSURE BACKFLOW PREVENTER - INSTALL WITH WILKINS YBP-80 STRAINER AND WILKINS 500XL SERIES PRESSURE REGULATOR (IF NECESSARY) NIBCO T-580-70 TWO-PIECE BRONZE BALL VALVE - FULL PORT IRRITROL 700-1 SERIES 'ULTRA FLOW' ELECTRIC CONTROL VALVE BP ET SCH 40 PVC IRRIGATION PRESSURE MAINLINE 18" MIBNIMUM COVER CLASS 200 PVC NON-PRESSURE LATERAL LINE - 12" MINIMUM COVER NETAFIM TLHCVXR5-12XX DRIP LINE TUBING WITH 0.53 GPH EMITTERS AT 12" O.C. - ROS OF TUBING TO BE ABOUT 16" -18" O.C. BURY TUBING 3"-4" BELOW GRADE - STAPLE DOWN FIELD FABRICATED OPERATION INDICATOR / MANUAL FLUSH VALVE ASSEMBLY. EQUIPMENT LEGEND SYMBOL MANUFACTUER / MODEL NUMBER C IRRITROL 700-1 SERIES 'ULTRA FLOW' ELECTRIC CONTROL VALVE - INSTALL WITH 1" 25 PSI SENNINGER PRESSURE REGULATOR AND 1" NETAFIM DISC FILTER ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-34 LICENSED PIPELINE CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR. ET C TOTAL IRRIGATED LANDSCAPE ARE = 458 SQ. FT. 1-30-24 11-22-22 LANDSCAPE ARCHITECTURAL PLANS FOR STEVEN AND BARBARA FOWLKES 2722 BAYSHORE DR. • NEWPORT BEACH, CA 92663 Toni Sergio | Executive Assistant to Steven K. Fowlkes 310.820.8180 x123 SFowlkes@rwselby.com Toni@RWSELBY.com DATE: DRAWN BY:D.P. 11-22-22 © DAVID A. PEDERSEN INC. - LANDSCAPE ARCHITECT EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT & OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY, WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF MR. PEDERSEN. IN THE EVENT OF UNAUTHORIZED USE OF THESE PLANS BY ANY THIRD PARTY THE CLIENT AGREES TO HOLD HARMLESS INDEMNIFY AND DEFEND D. PEDERSEN INC. LANDSCAPE ARCHITECT FROM ANY CLAIMS ARISING FROM SUCH UNAUTHORIZED RE-USE. SHEET NO. OF - 9 L- D A V I D A. P E D E R S E N • INC. 3400 IRVINE AVE., SUITE 203 NEWPORT BEACH, CA 92660 TEL. (949) 251-8999 L A N D S C A P E A R C H I T E C T U R E IRRIGATION DETAILS 6 18" * 4" 2" 4" 1.BALL VALVE PER IRRIGATION LEGEND (MAINLINE SIZE) 2.RECTANGULAR PLASTIC VALVE BOX WITH LOCKING LID (NDS #314BCB) HEAT BRAND 'BV' ON LID IN 2" HIGH BLOCK LETTERS 3.FINISH GRADE 4.SCH 40 PVC MALE ADAPTER (2 REQUIRED) 5.SCH 40 PVC 45 DEGREE ELL (4 REQUIRED) 6.NATIVE SOIL 7.MAINLINE PIPING PER IRRIGATION LEGEND 8.COMMON BRICK SUPPORTS (4 REQUIRED) 9.FILL BASE OF BOX WITH PEA GRAVEL *1/2" IN TURF AREAS, 2" IN SHRUB AREAS NOTES: OFF-SET VALVE BOX AROUND BALL VALVE TO ALLOW SPACE FOR FULL MOVEMENT OF THE BALL VALVE HANDLE. BRASS BALL VALVE 1 2 3 4 5 6 7 8 9 1.REDUCED PRESSURE BACKFLOW PREVENTER PER IRRIGATION LEGEND 2.BRASS CLOSE NIPPLE (R/P SIZE) 3.WILKINS 500XL SERIES PRESSURE REGULATOR (R/P SIZE) 4.BRASS NIPPLE (R/P SIZE) 5.6" THICK CNCRETE SUPPORT BLOCK 6.FINISH GRADE 7.NATIVE SOIL 8.BRASS ELL (R/P SIZE) 9.SCH 40 PVC MALE ADAPTER (BUSH UP TO MAINLINE PLAN SIZE WHERE R/P DIVICE IS SMALLER THAN MAINLINE SIZE) 10.MAINLINE PIPING PER IRRIGATION LEGEND (TO SYSTEM) 11. MAINLINE PIPING FROM P.O.C. 12.WILKINS YBP-80 STRAINER (R/P SIZE) NOTES: INSTALL PER ALL LOCAL CODES. FINAL LOCATION TO BE APPROVED IN THE FIELD BY THE LANDSCAPE ARCHITECT AND / OR OWNER. BACKFLOW PREVENTER ASSEMBLY 1 2 3 4 5 6 7 8 9 10 2 4 8 9 11 12 12" - 18" 6" 6" 6"-12" T R E N C H I N G 12" MIN. 18" MIN. 1.FINISH GRADE 2.CLEAN BACKFILL WITH ALL ROCKS 1" OR LARGER REMOVED - 90% COMPACTION REQUIRED - SEE SPECS. 3.NON- PRESSURE LATERAL LINE PER LEGEND (SNAKE IN TRENCH) 5.CONTROL WIRES - INSTALL BELOW PRESSURE MAINLINE 6.UNDISTURBED NATIVE SOIL. NOTES: BUNDLE AND TAPE WIRES AT 10' O.C. PIGTAIL AND LOOP WIRES AT All CHANGES IN DIRECTION. SPLICING OF WIRE RUNS IS NOT PERMITTED WITHOUT PRIOR APPROVAL FROM OWNER AND LANDSCAPE ARCHITECT. RUN CONTROL WIRES IN SAME TRENCH AS MAINLINE WHERE POSSIBLE. INSTALL 12"x12"x12" CONCRETE THRUST BLOCKS AT ALL CHANGES IN DIRECTION OF PRESSURE MAINLINE (45'S, 90'S, TEES, ETC.) AND AT ALL TERMINAL POINTS. 1 2 3 4 5 6 18" * 4" 6" 4" A2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 11.PRESSURE REGULATOR PER LEGEND. 12.WYE FILTER PER LEGEND 13.FILL BASE OF BOX WITH PEA GRAVEL 14.COMMON BRICK SUPPORTS (4 REQUIRED) 15.MAINLINE PIPING PER IRRIGATION LEGEND (PLAN SIZE) 16.SCH 40 PVC MAINLINE FITTING WITH 1" OUTLET 17.1" SCH 40 PVC MAINLINE PIPING (LENGTH AS REQUIRED) 18.1" SCH 40 PVC ELL 19.#14 UF WIRES TO CONTROLLER (COLORED CODED) 20.WATERPROOF WIRE CONNECTOR (2 REQUIRED) *1/2" IN TURF AREAS, 2" IN SHRUB AREAS 1.REMOTE CONTROL VALVE PER IRRIGATION LEGEND 2.RECTANGULAR JUMBO PLASTIC VALVE BOX WITH LOCKING LID (NDS #318BCB) HEAT BRAND STATION NUMBER AND 'DZ' ON LID IN 2" HIGH BLOCK LETTERS 3.I.D. TAG WITH STATION NUMBER PRINTED ON IT (CHRISTY'S #ID-STD-Y1) 4. SCH 40 PVC BALL VALVE 5.SCH 80 PVC CLOSE NIPPLE 6.FINISH GRADE 7.NATIVE SOIL 8.SCH 40 PVC MALE ADAPTER 9.PVC PIPING TO SYSTEM (CONNECT AND ADAPT AS NECESSARY) 10.RECTANGULAR PLASTIC VALVE BOX USED AS EXTENSION (NDS#318B)DRIP ZONE VALVE ASSEMBLY 1.INSERT WIRES THROUGH HOLS IN BASE OF BODY. 2.STRIP WIRES APPROXIMATELY 5/8" FROM END AND TWIST TOGEATHER. 3.PUT CRIMP SLEEVE ON TWISTED WIRES AND USE INDENT-TYPE CRIMPING TOOL TO SECURE. TRIM EXCESS BARE WIRE. 4.PLUG PRE-FILLED WITH WATER PROOF SEALANT. 5.INVERT BODY AND INSERT PLUG INTO BODY UNTIL IT SNAPS TIGHT. 6.PUSH WIRES ALL THE WAY INTO PLUG TO COMPLETELY SEAL THE CRIMP SLEEVE. NOTES: USE SPEARS #DS-400 DRI-SPLICE WIRE CONNECTOR KIT. MAKE ALL WATERPROOF WIRE CONNECTIONS PER THE MANUFACTURER'S DIRECTION. WATERPROOF WIRE CONNECTOR 1 2 3 4 5 6 ET / RAIN SENSOR - WIRELESS LEGEND: 1.CLIMATE LOGIC™ WEATHER SENSOR MOUNTED OUTDOORS ON FLAT SURFACE USING SCREWS. 2.CLIMATE LOGIC™ WEATHER SENSOR MOUNTED ON A RAIN GUTTER USING QUICKCLIP™ GUTTER MOUNT. 3.CLIMATE LOGIC™ RECEIVER MODULE MOUNTED INDOORS NEAR THE COMPATIBLE CONTROLLER. MOUNT WITH SCREWS AT EYE LEVEL OR IF IN A SECURE AREA, MOUNT ON HOOK AND LOOP TYPE STRIPS FOR DISMOUNTING AND HANDHELD PROGRAMMING UTILIZING THE SLACK IN THE CORD. 4.SINGLE CONNECTION CORD PLUGGED INTO CONTROLLERS REMOTE PORT. 5.AUTOMATIC SPRINKLER CONTROLLER 6.FINISH SURFACE OF INTERIOR SPACE WHERE CONTROLLER IS LOCATED. 7.PVC SCHEDULE 40 CONTROL WIRE CONDUIT (SIZE AS REQUIRED). 8.PVC SWEEP ELL (PROTECTING LOW VOLTAGE CONTROL WIRES TO THE ELECTRIC VALVES). IrritrolCLIMATE LOGIC69F40% 1:15aMENUNo Rain-Irrigation11/16 CL-M1 SMART RXENABLED% AS REQ'D NOTES: INSTALL, MOUNT, AND WIRE THE CLIMATE LOGIC SENSOR AND RECEIVER PER THE MANUFACTURER'S DIRECTIONS. B.FINAL CLIMATE LOGIC SENSOR LOCATION TO BE DETERMINED IN THE FIELD AND APPROVED BY THE OWNER. C.FINAL CLIMATE LOGIC SENSOR LOCATION SHALL BE IN A LOW VISIBILITY AREA. D.FOR MOST ACCURATE SENSING, LOCATE THE SENSOR SO THAT IT IS EXPOSED TO SUN AS MUCH AS POSSIBLE. REFER TO THE OWNER'S GUIDE FOR FURTHER MOUNTING LOCATION DIRECTIONS. 1 2 3 4 6 5 7 8 SLEEVING 12" MIN. 24" MIN. 1.HARDSCAPE, SEE CONSTRUCTION PLAN 2.CLEAN SAND BACKFILL COMPACT TO MATCH DENSITY OF NATIVE SOIL 3.LATERAL LINE IN SCH 40 PVC SLEEVE 4. PRESSURE MAINLINE IN SCH 40 PVC SLEEVE 5.CONTROL WIRES IN SCH 40 PVC SLEEVE 6.UNDISTURBED NATIVE SOIL. NOTES: SIZE ALL SLEEVES PER THE IRRIGATION PLAN. EXTEND SLEEVE MINIMUM 12" BEYOND EDGE OF HARDSCAPE. 1 2 3 4 5 6 1.AUTOMATIC CONTROLLER PER LEGEND - MOUNT TO WALL PER MANUFACTURER'S DIRECTIONS DIRECTIONS. 2.ELECTRICAL JUNCTION BOX FOR 115V AC POWER CONNECTION 3.12" CONDUIT WITH 115V AC POWER WIRES TO POWER SOURCE 4. SCH 40 PVC CONDUIT FOR CONTROL WIRES 5. SECURE ALL CONDUITS TO WALL WITH "C" CLAMP IN A MINIMUM OF TWO PLACES (TYP) 6.FINISH GRADE. 7.WALL. WALL MOUNTED IRRIGATION CONTROLLER FRONT VIEW SIDE VIEW 1 2 3 4 5 6 7 WALL 24"18" 4'-6" 1-30-24 11-22-22 LANDSCAPE ARCHITECTURAL PLANS FOR STEVEN AND BARBARA FOWLKES 2722 BAYSHORE DR. • NEWPORT BEACH, CA 92663 Toni Sergio | Executive Assistant to Steven K. Fowlkes 310.820.8180 x123 SFowlkes@rwselby.com Toni@RWSELBY.com DATE: DRAWN BY:D.P. 11-22-22 © DAVID A. PEDERSEN INC. - LANDSCAPE ARCHITECT EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT & OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY, WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF MR. PEDERSEN. IN THE EVENT OF UNAUTHORIZED USE OF THESE PLANS BY ANY THIRD PARTY THE CLIENT AGREES TO HOLD HARMLESS INDEMNIFY AND DEFEND D. PEDERSEN INC. LANDSCAPE ARCHITECT FROM ANY CLAIMS ARISING FROM SUCH UNAUTHORIZED RE-USE. SHEET NO. OF - 9 L- D A V I D A. P E D E R S E N • INC. 3400 IRVINE AVE., SUITE 203 NEWPORT BEACH, CA 92660 TEL. (949) 251-8999 L A N D S C A P E A R C H I T E C T U R E IRRIGATION DETAILS 7 1.FINISH GRADE OF MULCH LAYER 2.NATIVE SOIL / BACKFILL PER SPECIFICATIONS 3.FINISH GRADE 4.POLY TUBING PER IRRIGATION LEGENDFINISH GRADE 5.STEEL TUBING-SOIL STAPLE (NETAFIM TLS6 OR APPROVED EQUAL) 6.NATIVE SOIL / BACKFILL PER SPECIFICATIONS 7.DEPTH OF MULCH PER PLANTING PLAN OR SPECIFICATIONS DRIP LINE TUBING NOTES: LOCATE STAPLES ALONG TUBING AT ABOUT 4 FT. O.C. AND AT ALL FITTINGS (TEES, ELLS, ETC.) AND CHANGES IN DIRECTION OF TUBING. BURY TUBING PER THE IRRIGATION PLAN / NOTES. ELEVATION SECTION 3"-4" 1 2 3 4 5 6 7 7 1 2 3 4 5 6 1.POP-UP INDICATOR HEAD, WITH A GPH IRRIGATION DRIP FLUSH NOZZLE, MODEL #GDFN-T, ORANGE COLORED NOZZLE TO REMAIN IN THE CLOSED POSITION DURING SYSTEM OPERATION AND OPENED FOR SYSTEM FLUSHING. DIRECT FLUSH STREAM INTO PLANTER. 2.INSTALL POP-UP INDICATOR HEAD 1/2" ABOVE FINISHED GRADE IN SHRUB AND GROUND COVER AREAS 3.UNDISTURBED SOIL 4.SUBSURFACE DRIP TUBING, DEPTH AS SHOWN ON LEGEND AND DETAIL 5.DRIP CONNECTION ASSEMBLY, SEE DRIP TUBING CONNECTION DETAIL 6.LANDSCAPE MULCH PER SPECIFICATION. 7.SCH 40 PVC SxSxT TEE FITTING, LATERAL X LATERAL X 1/2" SIZE WITH FIPT THREADS 8.TORO 570Z-12LP, 12" POP-UP HEAD 9.PRE-ASSEMBLED POLY, TRIPLE SWING JOINT, 1/2" MIPT INLET AND OUTLET WITH A 12" LAY LENGTH, GPH IRRIGATION MODEL #GSJ0512 10.DRIP SYSTEM DISCHARGE HEADER, PVC LATERAL LINE PIPE, TYPE AND SIZE AS SHOWN ON LEGEND, OR 1 1/4" MINIMUM SIZE PER THE DRIP I NSTALLATION DETAILS NOTE: ONLY USE BOTTOM INLET OF SPRINKLER HEAD. IF POSSIBLE, LOCATE FLUSH / INDICATOR ASSEMBLY IN AREA WITH EASY ACCESS FOR MAINTENANCE. INSTALL ORANGE COLORED INDICATOR NOZZLE ON POP-UP HEAD AND ADJUST TO FULLY CLOSED. FOR RECYCLED WATER USE A GPH IRRIGATION GDFN-T-R, PURPLE COLOR CODED FLUSH NOZZLE. DRIP LINE SYSTEM - FLUSH VALVE ASSEMBLY 1 2 3 4 5 6 7 8 9 10 12" 1.DRIP ZONE VALVE PER LEGEND 2.PVC LATERAL LINE FROM VALVE INTO PLANTER AREA - PLAN SIZE 3.POLY TUBING SUPPLY HEADER - USE BLANK TUBING WHERE EMITTERS ARE NOT NEEDED (LOCATE IN HYDRAULIC CENTER OF ZONE WHERE POSSIBLE) 4.SUPPLY HEADER CROSS CONNECTION - SEE DETAIL AT RIGHT 5.SUPPLY HEADER TEE CONNECTION - SEE DETAIL AT RIGHT 6.DRIP LINE POLY TUBING PER LEGEND 7.FLUSH HEADER ELBOW CONNECTION - SEE DETAIL AT RIGHT 8.FLUSH HEADER TEE CONNECTION - SEE DETAIL AT RIGHT 9.POLY TUBING FLUSH HEADER - USE BLANK TUBING WHERE EMITTERS ARE NOT NEEDED 10.FLUSH VALVE PLUMBED TO FLUSH HEADER AT LOW POINT 11.OPERATION INDICATOR - INSTALL ON TUBING AT FARTHEST POINT FROM DRIP ZONE VALVE DRIP LINE SYSTEM - TYPICAL LAYOUT FV FV ROW SPACING PER PLAN EQUAL EQUAL 12 3 4 5 6 6 6 7 8 9 10 11 8 10 8 8 9 7 4 LAYOUT EMITTERS IN TRIANGULAR PATTERSPACE ROWS PER PLAN SET PERIMETER LATERALS APPROXIMATELY 4" FROM PLANTER EDGE. RUN ROWS OF TUBING PARALLEL TO LONG AXIS OF PLANTED AREA. INSTALL FLUSH VALVES AT END OF EACH RUN. REFER TO THE GUIDELINES AND INSTALLATION DETAILS FROM THE MANUFACTURER FOR THE INSTALLATION OF ALL DRIP LINE SYSTEMS. A.POLY TUBING DRIP LINE PER LEGEND B.POLY TUBING (BLANK OR DRIP LINE AS NEEDED) SUPPLY HEADER. C.NETAFIM INSET CROSS MODEL TLCROSS. D.NETAFIM INSERT TEE MODEL TLTEE E.POLY TUBING (BLANK OR DRIP LINE AS NEEDED) FLUSH HEADER. F.NATAFIM INSERT ELL MODEL TLELL. A B A B SUPPLY HEADER CROSS C D E F PLAN VIEW SUPPLY HEADER TEE FLUSH HEADER ELBO FLUSH HEADER TEE A D A E E AA B IRRIGATION NOTES: 1.GENERAL - ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND THESE PLANS. THE CONTRACTOR SHALL APPLY FOR ALL PERMITS AND PAY SAME. 1.A. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK UNDER THIS CONTRACT. 1.B. THE CONTRACTOR SHALL CARRY ALL WORKERS COMPENSATION,PUBLIC LIABILITY AND PROPER DAMAGE INSURANCE, AS REQUIRED BY THE OWNER AND / OR GOVERNING AGENCY. 2.SCOPE OF WORK - UNLESS OTHERWISE SPECIFIED, THE CONSTRUCTION OF IRRIGATION SYSTEMS SHALL INCLUDE THE FURNISHINGS, INSTALLING AND TESTING OF ALL POINTS OF CONNECTION, BACKFLOW DEVICES AND MAINLINE; AND THE FURNISHING AND INSTALLING OF CONTROLLERS, ELECTRIC CONTROL VALVES, OTHER SPECIFIED VALVES, LATERAL LINES, RISERS AND FITTINGS, SPRINKLER HEADS, AND DRIP LINES; AND EXCAVATION AND BACKFILL AND ALL OTHER WORK IN ACCORDANCE WITH THESE PLANS, DETAILS, AND NOTES. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL EQUIPMENT PROPERTY, TRANSPORTATION, AND PERFORM ALL OPERATIONS REQUIRED FOR A COMPLETE AND OPERABLE IRRIGATION SYSTEM AS INDICATED ON OR REASONABLY IMPLIED BY THE DRAWINGS, DETAIL AND NOTES. INCLUDED AS A PART OF THE IRRIGATION WORK BUT NOT LIMITED BY IT ARE THE FOLLOWING: 2.A. INSTALL COMPLETE OPERABLE INDEPENDENT IRRIGATION SYSTEMS PER THE PLANS, DETAILS, LEGENDS, AND NOTES. 2.B. ALL IRRIGATION WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAL AND WORKMANSHIP, INCLUDING SETTLING OF BACKFILLED TRENCHES BELOW GRADE FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK. 3.CHECK AND VERIFY ALL SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO ANY SITE WORK. IF IT IS FOUND THAT THE SITE VARIES FROM DRAWINGS, NOTIFY THE LANDSCAPE ARCHITECT. THE LANDSCAPE ARCHITECT SHALL DECIDE ALL QUESTIONS RELATING TO THE INTERPRETATION OF THE DRAWINGS AND THE ACCEPTABLE FULFILLMENT OF THE CONTRACT. 4.COORDINATE ALL IRRIGATION WORK WITH PLANTING AND GRADING OPERATIONS TO AVOID ANY CONFLICT WITH PLANTINGS PITS, DRAINAGE SWALES, ETC. 5.PIPING SHOWN ON THE PLANS IS ESSENTIALLY DIAGRAMMATIC. CONTRACTOR SHALL ROUT PIPING TO AVOID CONFLICT WITH STATIONARY ELEMENTS AND IN SUCH A MANNER AS TO CONFORM WITH THE VARIOUS DETAILS AND DESIGN INTENT OF THESE PLANS. WHERE TREES, LIGHT STANDARDS, OR OTHER PHYSICAL OBSTRUCTIONS EXIST, THE PIPING AND SPRINKLER HEAD LOCATIONS SHALL BE ADJUSTED AND / OR RELOCATED AS NECESSARY TO OBTAIN FULL COVERAGE WITH MINIMAL OVER SPRAY. 6.THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE AND THEFT AND REPLACE ALL DAMAGED OR STOLEN PARTS AT HIS EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING BY THE OWNER AND / OR GOVERNING AGENCY. 7.EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. CONTRACTOR SHALL VERIFY THE LOCATION AND CONDITION OF ALL UTILITIES AND BE RESPONSIBLE FOR ANY DAMAGE. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT A MINIMUM OF TWO WORKING DAYS PRIOR TO DIGGING. 8.THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS AND RUBBISH INCIDENTAL TO HIS WORK. 9.THE IRRIGATION DESIGN IS BASED ON THE METER AND OR POINT OF CONNECTION SIZE AND WATER PRESSURE INDICATED ON THE WATER SOURCE / POINT OF CONNECTIONS NOTE ON THE PLANS. CONTRACTOR SHALL VERIFY THE PRESSURE PRIOR TO CONSTRUCTION. SHOULD A DISCREPANCY EXIST, NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING CONSTRUCTION. DO NOT PROCEED WITH ANY IRRIGATION INSTALLATION WORK UNTIL ANY AND ALL WATER SUPPLY AND PRESSURE ISSUES HAVE BEEN RESOLVED. 10.CONTRACTOR SHALL MAKE POINT OF CONNECTION (P.O.C.) AS NOTED ON THE PLANS. ALL FEES AND LOCAL REQUIREMENTS SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. 11.IRRIGATION CONTRACTOR SHALL COORDINATE 120V AC POWER TO FINAL CONTROLLER LOCATION WITH GENERAL CONTRACTOR AND OR ELECTRICAL CONTRACTOR AS NECESSARY. IRRIGATION CONTRACTOR SHALL PAY ALL ASSOCIATED FEES FOR ELECTRICAL SERVICE. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL FINAL CONTROLLER CONNECTIONS PER LOCAL CODES. 12.CONTRACTOR SHALL PROVIDE ALL EQUIPMENT REQUIRED TO PERFORM A MAINLINE PRESSURE TEST. THE HYDROSTATIC TEST SHALL HOLD A MINIMUM OF 150 PSI FOR 3 HRS OR MORE. CONTRACTOR SHALL CONTACT THE OWNER'S REPRESENTATIVE A MINIMUM OF 48 HOURS IN ADVANCE O THE TEST FOR CERTIFICATION. 13.CONTRACTOR SHALL THOROUGHLY FLUSH THE ENTIRE MAINLINE PRIOR TO INSTALLING REMOTE CONTROL VALVES. ALL LATERAL LINES SHALL BE COMPLETELY FLUSHED PRIOR TO INSTALLING HEADS AND NOZZLES. FOR DRIP SYSTEMS, ALL PIPING / TUBING DOWNSTREAM OF THE CONTROL VALVE SHALL BE THOROUGHLY FLUSHED PRIOR TO 'CLOSING' SYSTEM (FOR GRIND SYSTEMS), OR BEFORE INSTALLING FLUSH VALVES. 14.ALL WIRES SHALL BE SOLID COOPER, PLASTIC INSULATED, U.F. DIRECT BURIAL WIRE. ALL COMMON WIRE SHALL BE #14 WHITE; ALL CONTROL WIRES SHALL BE AWG #14 RED OR BLACK. CONTROLLERS SHALL HAVE SEPARATE COLOR CODED COMMON WIRES AND CONTROL WIRES WHEN TWO OR MORE CONTROLLERS ARE ON THE PROJECT. 15.ALL CONTROL WIRES AND IRRIGATION PIPING THAT RUNS UNDER HARDSCAPE / PAVING SHALL BE ENCASED IN PVC SLEEVES PER THE LEGEND. SLEEVES SHALL BE SIZED ACCORDING TO THE SLEEVING CHART ON THE PLANS. SLEEVES SHALL BE STRAIGHT RUNS OF PVC PIPE WITH NO FITTINGS INSTALLED UNDER HARDSCAPE AREAS. IF WIDTH OF HARDSCAPE EXCEEDS A FULL LENGTH OF PIPE , USE BELLED END CONNECTION OR COUPLER WITHIN SLEEVE. ENSURING SLEEVE IS LARGE ENOUGH FOR THE ADDED DIAMETER OF THE CONNECTION. 16.THE FINAL LOCATION FOR CONTROL VALVES AND QUICK COUPLERS SHALL BE APPROVED IN THE FIELD BY THE LANDSCAPE ARCHITECT OR THE OWNER'S AUTHORIZED REPRESENTATIVE. ALL VALVES AND QUICK COUPLERS SHALL BE LOCATED IN SHRUB AREAS WHEREVER POSSIBLE. 17.THE CONTRACTOR SHALL HEAT BRAND VALVE NUMBERS OR OTHER MARKINGS AS CALLED FOR IN THE IRRIGATION DETAILS ON OUTSIDE OF ALL VALVE BOX LIDS. 18.ALL BRASS OR GALVANIZED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE OR APPROPRIATE PIPE JOINT COMPOUND. ALL PVC TO PVC THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE. NO PIPE DOPE IS ALLOWED AT VALVE OR SPRINKLER HEAD CONNECTIONS. ANY PVC TO METAL CONNECTIONS SHALL BE MADE WITH A MALE THREADED PVC FITTING AND A FEMALE THREADED METAL FITTING. 19.ALL PVC SOLVENT-WELD CONNECTIONS SHALL BE MADE WITH SOLVENT-WELD MATERIALS AS RECOMMENDED BY THE PIPE MANUFACTURER. SOLVENT-WELD PRIMER SHALL BE APPLIED AT ALL CONNECTIONS. 20.LOW HEAD DRAINAGE WILL NOT BE ALLOWED. CONTRACTOR TO DETERMINE IN THE FIELD WHICH HEADS DRAIN AFTER THE VALVE IS SHUT OFF. CONTRACTOR SHALL PROVIDE AND INSTALL ADDITIONAL IN-LINE CHECK VALVES AS NEEDED AT NO ADDITIONAL COST TO THE OWNER. 21.ALL PRESSURE SUPPLY LINES AND CONTROL WIRES TO HAVE 18" - 24" MINIMUM COVER. ALL LATERAL LINES TO HAVE 12" MINIMUM COVER. FOR RECYCLED WATER SYSTEMS, PIPE DEPTH TO BE DETERMINED BY THE LOCAL GOVERNING AGENCY. 22.MAINLINE AND WIRE SLEEVING TO HAVE A MINIMUM COVER FROM TOP OF SLEEVE TO BOTTOM OF AGGREGATE BASE. MAIN LINE AND WIRE SLEEVING UNDER ALL VEHICULAR ACCESS WAYS TO HAVE 36" MINIMUM COVER FROM TOP OF SLEEVE TO BOTTOM OF AGGREGATE BASE. LATERAL LINE SLEEVING TO HAVE 12" MINIMUM COVER FROM TOP OF SLEEVE TO BOTTOM OF AGGREGATE BASE. LATERAL LINE SLEEVING UNDER ALL VEHICULAR ACCESS WAYS TO BE 36" MINIMUM COVER FROM TOP OF SLEEVE TO BOTTOM OF AGGREGATE BASE. CONTRACTOR SHALL INSTALL SLEEVING UNDER ALL HARDSCAPE 36" WIDE OR GREATER DUE TO GRAPHIC CLARITY. NOT ALL SLEEVES MAY BE SHOWN ON PLANS. CONTRACTOR SHALL INSTALL ALL SLEEVING PRIOR TO HARDSCAPE AND PAVING INSTALLATION. 23.THE RADIUS OF EACH HEAD IS TO BE ADJUSTED SO THAT HEAD-TO-HEAD COVERAGE IS MAINTAINED, BUT OVER SPRAY ON BUILDINGS, WALKS, WALLS, AND OTHER HARD SURFACES IS MINIMIZED. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO USING THE BEST NOZZLE RADIUS AND PATTERN, USING PRESSURE COMPENSATING DEVICES FOR NOZZLES, USING ADJUSTABLE NOZZLES, OR USING THE RADIUS ADJUST SCREW ON INDIVIDUAL NOZZLES. 24.FINE TUNE EACH CONTROL VALVE FOR OPTIMUM OPERATION. THIS SHALL BE DONE BY TURNING DOWN THE FLOW CONTROL OF THE VALVE UNTIL SYSTEM PERFORMANCE STARTS TO SUFFER. AT THAT POINT OPEN UP VALVE FLOW CONTROL ABOUT ONE-HALF TURN OR UNTIL THE VALVE IS JUST OPEN ENOUGH FOR DESIRED OPERATION. 25.CONTRACTOR SHALL INSTALL 2 EXTRA WIRES FROM CONTROLLER TO EACH END OF THE MAINLINE. WIRES SHALL COME UP INTO ALL VALVE BOXES ALONG THE MAINLINE PATH WITH 36" EXPANSION COILS IN EACH BOX. SPARE WIRES SHALL BE COLOR-CODED DIFFERENTLY THAN OTHER CONTROL WIRES. 26.UPON COMPLETION OF THE PROJECT, THE CONTRACTOR IS TO TURN OVER TO THE OWNER THE FOLLOWING: a.A REPRODUCIBLE SET OF "AS-BUILT" DRAWINGS AND CONTROLLER CHART. b.2 KEYS FOR EACH CONTROLLER AND ENCLOSURE (IF APPLICABLE). c.2 QUICK COUPLER KEYS AND MATCHING HOSE SWIVELS. (IF QUICK COUPLERS ARE SPEC). 27.RECORD DRAWINGS - THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE RECORD SET OF PRINTS WHICH SHALL BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS. PRIOR TO FINAL INSPECTING, THE CONTRACTOR SHALL TRANSCRIBE ALL INFORMATION FROM THE RECORD SET TO A BLACK-LINE PRINT PROCURED FROM THE OWNER. ALL WORK SHALL BE NEAT AND LEGIBLE, LOCATION THE FOLLOWING ITEMS FROM PERMANENT POINTS OF REFERENCE: SHUT-OFF VALVES, CONTROLLER, QUICK COUPLING VALVES, OR HOSE BIBS AND OTHER PERMANENT UNDERGROUND ITEMS. 28."CONTROLLER CHART" - UPON APPROVAL OF THE FINAL RECORD DRAWINGS, PROVIDE ONE CHART FOR EACH CONTROLLER INSTALLED. THE CHART IS TO BE A REDUCED COPY OF THE APPROVED RECORD DRAWING (A BLACK-LINE PRINT REDUCED TO THE MAXIMUM SIZE THE CONTROLLER DOOR WILL ALLOW, COLORED WITH A DIFFERENT COLOR FOR EACH VALVE STATION'S AREA OF COVERAGE). WHEN COMPLETED AND APPROVED, THE CHART SHALL BE LAMINATED BETWEEN TWO PIECES OF 20 MIL. CLEAR PLASTIC AND MOUNTED ON THE INSIDE OF THE CONTROLLER DOOR USING VELCRO TAPE OR EQUAL. 29.DRIP LINE IRRIGATION 29.A. DRIP LINE TUBING IS SHOWN ON PLANS IN THE SUGGESTED LAYOUT. CONTRACTOR SHALL ADJUST LAYOUT AS DETERMINED NECESSARY IN THE FIELD TO MATCH THE ACTUAL SITE CONDITIONS, DIMENSIONS, ETC. 29.B.ALL DRIP LINE SYSTEMS SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS AND DIRECTIONS. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO SOIL TYPE CONSIDERATIONS, PLANT TYPE CONSIDERATIONS, SLOPES, TYPICAL TUBING LAYOUT, SUPPLY HEADERS, FLUSH HEADERS, AIR-RELEASE VALVES, FLUSH VALVES, SOIL STAPLES, AND OPERATION INDICATORS, ETC. 29.C EACH DRIP LINE SYSTEM SHALL HAVE A DRIP ZONE VALVE ASSEMBLY THAT INCLUDES A PRESSURE REGULATOR AND IN-LINE FILTER PER THE IRRIGATION LEGEND. 29.D.EXTEND PVC LATERAL LINE PIPING PER IRRIGATION LEGEND FROM THE DRIP ZONE VALVE INTO THE PLANTING AREAS. ALL SUPPLY HEADERS AND FLUSH HEADERS SHALL BE PVC PIPING OR DRIP LINE TUBING AS SPECIFIED ON THE DRAWINGS. 29.E.CONNECT THE DRIP LINE TUBING INTO THE PVC / POLY TUBING HEADERS PER THE MANUFACTURER'S DIRECTIONS, USING FITTINGS AS SUPPLIED BY THE MANUFACTURER OF THE DRIP LINE TUBING. 29.F.DRIP LINE TUBING RUNS SHALL BE SPACED AT APPROXIMATELY 12" O.C. OR AS NOTED ON THE PLANS. 29.G.TUBING SHALL RUN GENERALLY PARALLEL TO THE LONG AXIS OF THE PLANTING AREAS. THE EXCEPTION TO THIS WOULD BE SLOPED AREAS WHERE THE TUBING SHALL RUNG PARALLEL TO THE SLOPE CONTOURS. 29.H.FLUSH VALVES SHALL BE INSTALLED AT THE TERMINAL ENDS AND OR LOW POINTS OF ZONES IN ALL DIRECTIONS. AIR RELEASE VALVES, WHERE REQUIRED FOR BURIED SYSTEM, SHALL BE INSTALLED AT THE HIGH POINTS OF EACH ZONE. REFER TO THE MANUFACTURER'S DIRECTIONS FOR THE QUANTITY OF FLUSH VALVES AND AIR-RELEASE VALVES RECOMMENDED FOR EACH ZONE. 29.I.DRIP LINE TUBING SHALL BE BURIED 3"-4" BELOW FINISH GRADE, STAPLE DOWN AND COVER WITH MULCH PER THE PLANTING PLAN. 29.K.ALL FITTINGS USED FOR DRIP LINE TUBING CONNECTIONS AND DRIP LINE TUBING TO PVC CONNECTIONS SHALL BE AS PRODUCED AND SUPPLIED BY THE MANUFACTURER OF THE DRIP LINE TUBING. IRRIGATION MAINTENANCE SCHEDULE THE IRRIGATION MAINTENANCE SCHEDULE TASKS LISTED BELOW ARE INTENDED AS MINIMUM STANDARDS AND MORE FREQUENT ATTENTION MAY BE REQUIRED DEPENDING ON THE PARTICULAR SITE CONDITIONS. FREQUENCY MAINTENANCE TASK QUARTERLY CONTROLLER CABINET - OPEN CABINET AND CLEAN OUT DEBRIS AND REPLACE BATTERY AS NECESSARY. CHECK WIRING AND REPAIR AS NEEDED AND CHECK CLOCK AND RESET IF NECESSARY. MONTHLY IRRIGATION SCHEDULE - ADJUST SCHEDULE FOR SEASONAL VARIATIONS AND OTHER CONDITIONS WHICH MAY AFFECT THE AMOUNT OF WATER NEEDED TO MAINTAIN PLANT HEALTH. ADJUST AS NECESSARY. QUARTERLY P.O.C. - VISUALLY INSPECT COMPONENTS FOR LEAKS, PRESSURE SETTINGS, SETTLEMENT OR OTHER DAMAGE AFFECTING THE OPERATION OF A COMPONENT. REPAIR AS NEEDED. QUARTERLY REMOTE CONTROL VALVES, ISOLATION VALVES AND QUICK COUPLER VALVES - VISUALLY INSPECT FOR LEAKS, SETTLEMENT, WIRE CONNECTIONS AND PRESSURE SETTINGS. REPAIR OR ADJUST AS NEEDED. QUARTERLY MAINLINE AND LATERALS - VISUALLY INSPECT FOR LEAKS OR SETTLEMENT OF TRENCHES. REPAIR AS NEEDED. WEEKLY SPRINKLERS - VISUALLY CHECK FOR ANY BROKEN, MISALIGNMENT OR CLOGGED HEADS, HEADS WITH INCORRECT ARC, INADEQUATE COVERAGE OR OVER-SPRAY AND LOW HEAD DRAINAGE. REPAIR AS NEEDED. MONTHLY FILTERS AND STRAINERS - VISUALLY CHECK FOR LEAKS, BROKEN FITTINGS. CLEAN AND FLUSH SCREENS. 1-30-24 11-22-22 LANDSCAPE ARCHITECTURAL PLANS FOR STEVEN AND BARBARA FOWLKES 2722 BAYSHORE DR. • NEWPORT BEACH, CA 92663 Toni Sergio | Executive Assistant to Steven K. Fowlkes 310.820.8180 x123 SFowlkes@rwselby.com Toni@RWSELBY.com DATE: DRAWN BY:D.P. 11-22-22 © DAVID A. PEDERSEN INC. - LANDSCAPE ARCHITECT EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT & OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY, WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF MR. PEDERSEN. IN THE EVENT OF UNAUTHORIZED USE OF THESE PLANS BY ANY THIRD PARTY THE CLIENT AGREES TO HOLD HARMLESS INDEMNIFY AND DEFEND D. PEDERSEN INC. LANDSCAPE ARCHITECT FROM ANY CLAIMS ARISING FROM SUCH UNAUTHORIZED RE-USE. SHEET NO. OF - 9 L- D A V I D A. P E D E R S E N • INC. 3400 IRVINE AVE., SUITE 203 NEWPORT BEACH, CA 92660 TEL. (949) 251-8999 L A N D S C A P E A R C H I T E C T U R E 0 8 16 24 32 40 48 GRAPHIC SCALE SCALE: 1/8" = 1'-0" NORTH PL PL PL PL PL PL PL PL MAIL BAYSHORE DR. DOCK F.F.E. 13.03N 19 52' 07" E 40.34' 3-CAR GARAGE LAUNDRY HALL KITCHEN GREATROOM VEST. PDR.STAIR DININGROOM ENTRY PANTRY ELEVATOR 24" 24" SYMBOL QUANTITY AEO-URB 3 BEG-RIC 11 CAM-ESP 4 CAM-YUL 2 CRA-UND 4 IMP-SPE 14 LAV-OTT 6 PEN-LAN 1 RAP-MIN 14 ROS-ALT 2 ROS-ICE 6 SAN-TRI 7 SEN-SER 7 SES-AUT 20 TRA-JAS 18 DYM-MAR DYMONDIA MARGARETAE DYMONDIA 4"0.C.TIGHT MAT TO 3” W/ YELLOW FLOWERS, FOLIAGE LOOKS LIKE A MINIATURE GAZANIA. TRA-JAS TRACHELOSPERMUM JASMINOIDES STAR JASMINE FIVE GAL.TWINING GROWN COVER / VINE PROVIDES A DENSE MAT W/ FRAGRANT WHITE FLOWERS. BEG-RIC BEGONIA RICHMONDENSIS RICHMOND BEGONIA FIVE GAL.PERENNIAL TO 2 FT. GREEN LEAVES WITH RED UNDERSIDES. PROFUSE SALMON-PINK FLOWERS. CAM-ESP CAMELLIA SASANGUA ESPALLIER ESPALLIER CAMELLIA 15 GAL.CAMELLIA THAT IS ESPALIER ON TRELLIS ROS-ALT ROSA 'ALTISSIMO'RED CLIMBER FIVE GAL.PROFUSE LARGE SINGLE BRIGHT RED BLOOMING CLIMBING ROSE TO 10 FT. (TIE TO WALL) RAP-MIN RAPHIOLEPIS UMBELLATUS ‘MINOR’DWARF YEDDA HAWTHORNE 15 GAL.SLOW GROWING COMPACT UPRIGHT SHRUB TO 4 FT. W/ WHITE FLOWER CLUSTERS. SESLERIA AUTUMNALIS AUTUMN MOOR GRASSSES-AUT ONE GAL.GRASS TO 20" TALL, BEARS SPIKE-LIKE SILVER-WHITE (TURNING GOLDEN) FLOWER TASSELS SYMBOL BOTANICAL NAME COMMON NAME SIZE DESCRIPTION TREES MAG-GEM MAGNOLIA GRAND. ‘LITTLE GEM’DWARF MAGNOLIA TREE 48” BOX EVERGREEN SMALL SCALE TREE TO 15 FT. W/ FRAGRANT, LARGE WHITE FLOWERS. AJU-REP AJUGA REPTANS ATRO BRONZE AJUGA 6"0.C.LOW GROWING GROUND COVER WITH BRONZE LEAVES AND BLUE FLOWER SPIKES TO 6”. ROS-ICE ROSA ICEBERG (CLIMBER WHEN SPECT.)ICEBERG ROSE FIVE GAL PROFUSE WHITE BLOOMING ROSE, EXCELENT ON FENCES. (CLIMBING WHERE SPECIFIED) AEO-URB AEONIUM URBICUM SALAD BOWL AEONIUM FIVE GAL.LARGE GREEN SUCCULENT LEAVES IN ROSETTS UP TO 2 FT. ACROSS REGULAR WATERING 3 FT. WIDE BY 18" TALL. GROUND COVER SYMBOL BOTANICAL NAME COMMON NAME SPACING DESCRIPTION SHRUBS SYMBOL BOTANICAL NAME COMMON NAME SIZE DESCRIPTION CAM-YUL CAMELLIA SASANGUA YULETIDE SASANQUA CAMELLIA 15 GAL.DEEP ROSE-PINK FLOWER ON COMPACT, UPRIGHT SHRUB TO 3’ CRA-UND CRASSULA UNDULATIFOLIA 'BLUE WAVE'BLUE WAVE RIPPLE JADE FIVE GAL.COMPACT DENSE SMALL SUCCULENT TO 3FT. W/ TWISTED BLUISH GREY LEAVES. LAV-JAV LAVANDULA STOECHAS 'JAVELIN FORTE' PURPLE SPANISH LAVENDER ONE GAL.GRAY-GREEN FOLIAGE PERENNIAL TO 18 IN. SHOWY DEEP PURPLE BRACKS EA. TOPPED W/ TUFT OF LARGER PURPLE PETAL LIKE BRACKS IMP-SPE IMPATIENSE ONE GAL.ASSORTED COLORS, EVERGREEN PERENNIAL TO 30”, COLOR ALL YEAR.IMPATIENSE SPECIES EVERGREEN SHRUB TO 30". GREEN FOLIAGE, STAR-SHAPED RUBY RED FLOWER CLUSTER.PEN-LAN PENTAS LANCEOLATA STAR CLUSTERS PENTAS FIVE GAL. SENECIO SERPENS PUNK PICKLE SEN-SER ONE GAL.SUCCULENT PERENNIAL WITH LIGHT BLUISH GRAY LEAVES, MASS PLANT AS GROUND COVER. SAN-TRI SANSECIERIA TRIFASCIATA 'BLACK GOLD'BLACK GOLD SANSECIERIA FIVE GAL.UPRIGHT PERENNIAL W/ 30 IN. LONG STIFF DARK GREEN LEAVES W/ YELLOW MARGIN FROM BASE. TREE PLANTING DETAIL TWICE ROOT BALL WIDTH 18" MIN. 1. CLINCH TIE OR EQUAL (4 REQ'D) 2. 10' LODGE POLE STAKES, STAKE SHALL CLEAR ROOT BALL BY 2" TREATED W/ COPPER NAPTHANATE, PLACE AT RIGHT ANGLES TO PREVAILING WINDS. 3. VENTILATED TRUNK GUARD IN TURF AREAS 4. TOP OF ROOT BALL TO BE 1 1/2" ABOVE FINISH GRADE. 5. 4" HIGH WATERING BERM. 6. 2" THICK MULCH LAYER. PER SPEC. 7. FERTILIZER & MYCORRHIZAE TABS (SEE SPECS.) 8. ROUGHEN SURFACE OF ROOT BALL PRIOR TO PLANTING. 1 2 3 4 5 6 7 8 NOTE: ALL TREES PLANTED WITHIN FIVE FEET OF HARDSCAPE SHALL HAVE A ROOT BARRIER DEVICE INSTALLED ADJACENT TO HARDSCAPE AREA. 2 X BALL DIA. SHRUB PLANTING DETAIL NOTE: UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL WITH WATER FROM HOSE. DO NOT CRACK ROOT BALL.. 1 2 3 4 5 6 7 1. CROWN OF PLANT TO BE 1" ABOVE FINISH GRADE 2. 4" HIGH TEMPORARY BASIN. 3. 2" THICK SHREDDED MULCH DO NOT USE BARK CHIPS WHERE PLAN CALLS FOR MULCH COVER. 4. FERTILIZER AND MYCORRHIZAE TABS (SEE SPECS.) 5. BACKFILL MIX (SEE SPECS.) 6. DIG HOLE A MIN. OF 1 1/2 X THE DEPTH OF THE PLANT CONTAINER 7. COMPACTED BACKFILL PER SPEC. E L E V A T I O N LEGEND 1. WALL OR FENCE 2.EYEBOLTS: 3/8" DIA. EYEBOLTS IN LEAD SHIELDS, PROVIDE 6. 3. FINISH GRADE 4. 12 GA. GALV. WIRE: SECURE VINE TO WIRE WITH NURSERYMAN'S TAPE. 5. ANGLE TRUNK OF VINE BACK TO WALL AND REMOVE STAKE & TIE. NOTE: WHEN PLANTING SEVERAL VINES ON ONE WALL, WIRE TRELLIS SHALL BE CONTINUOUS. VINE DETAIL NON-ADHERING TYPE 24" TYP. 1 2 3 4 5 EDGE OF PLANTING 2/3 O.C. SPACING EQUAL EQUAL SPACING O.C. NOTE: ALL MASS PLANTED SHRUBS AND GROUND COVER SHALL BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS. SEE LEGEND FOR SPACING REQUIREMENTS. MULCH ALL PLANTING AREAS PER SPEC. GROUND COVER AND SHRUB SPACING SPECIMEN TREE PLANTING DETAIL LEGEND 1. SPECIMEN TREE, 36" BOX OR LARGER 2. BLACK PVC HOSE WITH 1/8" BRAIDED GALVANIZED STEEL GUY CABLE, USE GALVANIZED CABLE CLAMPS AND TURNBUCKLE, MINIMUM 3 GUYS. 3. 1/2" DIA. X 2" LONG WHITE PVC WARNING DEVICE - TO BE INSTALLED IN PUBLIC AREAS. 4. WATER BASIN- MINIMUM 4" DEPTH, MULCH TO 2" DEPTH AND DEEP WATER TREE IMMEDIATELY UPON PLANTING. REMOVE BASIN AT END OF MAINTENANCE PERIOD. 5. FINISH GRADE, CROWN OF TREE MUST NOT BE PLANTED BELOW THIS LEVEL. 6. AMMENDED BACKFILL MIX - SEE SPECIFICATIONS. TAMP AND SETTLE BACKFILL BEFORE PLANTING SO THAT TREE DOES NOT SINK AFTER PLANTING. BOTTOM 8" UNDER TREE SHALL BE WASHED SAND. 7.TREE ROOTBALL - MUST NOT BE ROOT BOUND. LOOSEN ANY TIGHT PACKED ROOTS. TWICE ROOT BALL WIDTH 10. MODEL 68 DUCKBILL EARTH ANCHOR WITH 1/8" BRAIDED GALVANIZED STEEL CABLE. INSTALL PER MFG. SPECIFICATIONS. 11. ROOTBALL DEPTH PLUS 8" FOR WASHED SAND IF BEDROCK IS ENCOUNTERED DIG AN ADDITIONAL 18". 1 2 3 4 5 6 7 8 9 10 11 9. FERTILIZER TABLETS - SEE SPECIFICATIONS 8. EMPTY 3" DIAMETER PERFORATED PVC DRAIN PIPE FOR AIR AND WATERING, PLACE MIN. 3 PER TREE. 12. 12" Ø AUGURED HOLE X 6' DEEP FILL WITH WASHED SAND.12 NOTE: ALL TREES PLANTED WITHIN FIVE FEET OF HARDSCAPE SHALL HAVE A ROOT BARRIER DEVICE INSTALLED ADJACENT TO HARDSCAPE AREA. I I I I I I I I I I I I I I 8 PLANTING PLAN CY RM RI BR BR BR BR RM RM RM RM RM RM RM RM RM RM RM RM RM P.L. T T T T T T T T T T BR BR BR RI RI RI RI RI LJ LJ LJ LJ LJ T T T T T T T T AEO-URB MAG-GEM SES-AUT SES-AUT ROS-ALT SEN-SER MAG-GEM SES-AUT ROS-ALT BEG-RIC BEG-RIC CAM-ESP IMP-SPESAN-TRI SAN-TRI TRA-JAS TRAIN ON WALL AJU-REP CAM-YUL LAV-JAV TRA-JAS TRAIN ON WALL RAP-MIN SES-AUT ROS-ICE CRA-UND ROS-ICE CRA-UND RAP-MIN CY CAM-YUL BR BEG-RIC BR BR BR BEG-RIC DYM-MAR DYM-MAR DYM-MAR TOTAL IRRIGATED LANDSCAPE ARE = 458 SQ. FT. 1-30-24 11-22-22 LANDSCAPE ARCHITECTURAL PLANS FOR STEVEN AND BARBARA FOWLKES 2722 BAYSHORE DR. • NEWPORT BEACH, CA 92663 Toni Sergio | Executive Assistant to Steven K. Fowlkes 310.820.8180 x123 SFowlkes@rwselby.com Toni@RWSELBY.com DATE: DRAWN BY:D.P. 11-22-22 © DAVID A. PEDERSEN INC. - LANDSCAPE ARCHITECT EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT & OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY, WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF MR. PEDERSEN. IN THE EVENT OF UNAUTHORIZED USE OF THESE PLANS BY ANY THIRD PARTY THE CLIENT AGREES TO HOLD HARMLESS INDEMNIFY AND DEFEND D. PEDERSEN INC. LANDSCAPE ARCHITECT FROM ANY CLAIMS ARISING FROM SUCH UNAUTHORIZED RE-USE. SHEET NO. OF - 9 L- D A V I D A. P E D E R S E N • INC. 3400 IRVINE AVE., SUITE 203 NEWPORT BEACH, CA 92660 TEL. (949) 251-8999 L A N D S C A P E A R C H I T E C T U R E PLANTING SPECIFICATIONS SCOPE OF WORK PROVIDE ALL LABOR, EQUIPMENT, MATERIAL, AND SERVICES NECESSARY TO COMPLETE THE FINISH GRADING, SOIL PREPARATION, PLANTING, AND MAINTENANCE AS SPECIFIED. A. GENERAL WORK PROCEDURES WORK PROCEDURES SHALL FOLLOW BEST CUSTOMARY PRACTICE. 1. ALL MATERIALS SHALL BE BEST AVAILABLE. DO NOT BEGIN SOIL PREPARATION AND PLANTING UNTIL IRRIGATION WORK AROUND PLANTING AREA IS COMPLETE AND TESTED. 2. PREMOISTEN - SPECIAL CARE SHALL BE TAKEN TO PREMOISTEN THE SURFACE 8" OF ALL PLANTING AREAS AND INSURE THAT PLANTS ARE PREVENTED FROM DRYING DURING PLANTING OPERATIONS. 3. WEEDING, BEFORE AND DURING PRELIMINARY GRADING AND FINISH GRADING. ALL WEEDS AND STOLONIFEROUS GRASSES, NUT GRASS AND JOHNSON GRASS, SHALL BE CHEMICALLY ERADICATED OR DUG OUT BY THE ROOTS AND DISPOSED OF OFF SITE. 4. PREMISES SHALL BE KEPT CLEAN AND MAINTAINED FREE OF CONSTRUCTION LITTER, ALL EMPTY CONTAINERS, EMPTY BAGS AND DEBRIS SHALL BE REMOVED FROM THE SITE UPON COMPLETION OF EACH DAYS WORK. ALL WALKS OR PAVEMENTS SHALL BE SWEPT OR WASHED CLEAN DAILY. B. MATERIALS 1. ORGANIC AMENDMENTS - ORGANIC AMENDMENTS SHALL BE DECOMPOSED NITROGEN STABILIZED COMPOSTED RED WOOD SHAVINGS CULTIVATED INTO TOP 8" OF ALL PLANTING AREAS. 2. HUMATE -PLUS GRANULAR SOIL CONDITIONER BY "TRI-C". 3. COMMERCIAL FERTILIZER - COMMERCIAL FERTILIZER SHALL BE AGRIFORM 18-18-6 COATED PELLETS OR EQUAL 4. SOIL SULFUR - SOIL SULFUR SHALL BE AGRICULTURAL GRADE. 5. POLYMER - POLYMER SHALL BE A SYNTHETIC ACRYLAMID CO-POLYMERS FORMATION AS MANUFACTURED BY TERRA SORB. 6. MULCH - MULCH SHALL BE A SHREDDED BARK MATERIAL AS PRODUCED BY KELLOGG'S "XERIMULCH". 7. PLANTING TABLETS - PLANTING TABLETS SHALL BE 21 GRAM AGRIFORM BLUE CHIP PLANTING TABLETS. 8. PLANTS - ALL PLANTS SHALL BE HEALTHY, OF NORMAL GROWTH, WELL ROOTED, FREE FROM DISEASE, INSECTS, INSECT EGGS AND LARVAE. THE ROOTS SHALL SHOW NO EVIDENCE OF HAVING BEEN RESTRICTED, DEFORMEDOR BOUND AT ANY TIME. VARIETIES AND SIZE OF PLANTS SHALL BE AS STATED ON THE PLAN. PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL OR REJECTION BY THE OWNER OR THEIR REPRESENTATIVE ON THE SITE AT ANY TIME BEFORE OR DURING PROGRESS OF PLANTS SHALL BE REMOVED FROM THE SITE IMMEDIATELY. SPECIAL CARE SHALL BE TAKEN TO INSURE THAT PLANTS IN CONTAINERS ARE ADEQUATELY WATERED. 9. PLANTING MIX - ALL SOIL BACKFILL IMPUTS FOR TREES, SHRUBS, VINES, UNLESS OTHERWISE NOTED, SHALL BE PREPARED SOIL CONSISTING OF 40% NITROLIZED ORGANIC AMENDMENTS AND 60% SUITABLE EXISTING SOIL. PLUS POLYMERS PER THE FOLLOWING AMOUNTS. MYCORRHIZAE SPECIFICATIONS. CONTRACTOR SHALL APPLY TRY-C' ENDO 120 ARBUSCULAR MYCORRHIZAL INOCULUM AT THE FOLLOWING RATES APPLY AT 1 1/2 LBS. PER 1,000 SQ. FT. FOR ALL LANDSCAPE AREAS TILL INTO SOIL W/ AMENDMENTS. (SEE SPECS) FOR BACKFILLED BEDS APPLY AT 5 LBS. PER CUBIC YARD OF MIX. CONTRACTOR SHALL ALSO APPLY 'TRY-C' MYCO PACS PLACE INDIVIDUAL PACKETS ADJACENT TO ALL SHRUB ROOT BALLS AT THE FOLLOWING RATES. 1 GAL = 1 PACK 5 GAL. = 3 PACKS 15 GAL. = 8 PACKS CONTACT TRY-C 1-800-927-3311 FOR SUPPLIERS. C. INSTALLATION. 1. SOIL CONDITIONING (NON SLOPE AREAS) THE FOLLOWING APPLICATION SHALL BE MADE PER 1,000 SQUARE FEET OF AREA AND SHALL BE THOROUGHLY CULTIVATED INTO THE TOP 8 INCHES OF PREMOISTENED SOIL: 4 CUBIC YARDS ORGANIC AMENDMENT 20 POUND COMMERCIAL FERTILIZER 100 LBS TRI-C HUMATE PLUS GRANULAR SOIL CONDITIONER (AREAS WITH SLOPES GREATER THAN A 3:1 RATIO ARE EXEMPT. 2. TREE AND SHRUB PLANTING a) EXCAVATE PITS WITH VERTICAL SIDES FOR ALL PLANTS, SHRUBS, AND TREES. PITS SHALL BE 1-1/2 TIMES THE DEPTH OF BALLS, AND TWICE THEIR WIDTH. b) TERRA SORB AG POLYMER SHALL BE ADDED TO PLANT BACKFILL PER THE FOLLOWING: 1 TABLE SPOON PER 1 GALLON PLANT 3 TABLE SPOON 5 GALLON PLANT 4 TABLE SPOON 15 GALLON PLANT 2 TABLE SPOON 1/2" CALIPER OF TREE TRUNK FOR SPECIMEN PLANTS LARGER THAN 15 GALLONS. UNUSED EXCAVATED SOIL SHALL BE DISPOSED OF OFF THE THE SITE. SIZE OF CONTAINER NUMBER OF TABLETS WEIGHT GRAMS 1 GALLON 1 21 5 GALLON 2 42 15 GALLON 6 126 BOXED CONTAINER 10 210 d) PLANTING HEIGHT OF SHRUBS AND TREE CROWNS TO BE 1 INCH ABOVE FINISH GRADE UNLESS NOTED OTHERWISE ON PLAN. e) COMPACT SOIL AT BOTTOM OF PIT AND TRAMP FIRMLY. FILL SOIL AROUND BALL OF PLANT USING BACKFILL AS SPECIFIED AND WATER THOROUGHLY f) IMMEDIATELY AFTER PLANTING, STAKE ALL TREES TO PREVENT DAMAGE FROM WIND AS DETAILED. g) GRADE AREAS AROUND PLANTS, TO FINISH GRADE AND DISPOSE OF EXCESS SOIL. h) WATER - IMMEDIATELY AFTER PLANTING, WATER SHALL BE APPLIED TO EACH TREE AND SHRUB, IN SUCH A MANNER AS NOT TO DISTURB BACKFILL OR MULCH, AND TO THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. (SEE PLANTING DETAILS FOR VARIATIONS FROM ABOVE.) 3. GROUND COVER AREAS PLANTING PITS FOR GROUND COVERS SHALL BE 4" X 4", OR ADEQUATE TO ACCEPT MATERIAL FROM FLATS WITHOUT CRUSHING OR DEFORMING THE ROOT BALL. PLANT AT SPACINGS AND IN AREAS INDICATED ON THE DRAWINGS. SOIL SHALL BE FIRMLY PRESSED AROUND EACH PLANT, AND THE EXCESS SOIL REMOVED FROM THE CROWN. EACH SECTION OF GROUND COVER SHALL BE IMMEDIATELY WATERED UPON COMPLETION OF PLANTING, OR WITHIN ONE HOUR. 4. MULCHING OF SHRUB AREAS CONTRACTOR SHALL APPLY A MINIMUM OF TWO INCHES OF KELLOGG’S “XERIMULCH” TO ALL GROUND COVER AND SHRUB PLANTING AREAS AFTER COMPLETION OF ALL PLANT INSTALLATION (ONE CUBIC YARD COVERS 162 SQ. FT. AT TWO INCH DEEP.) AREAS LESS THAN ONE INCH DEEP AFTER SETTLEMENT FOR ONE WEEK SHALL BE REMULCHED TO ACHIEVE THE REQUIRED 1" DEPTH. 5. MAINTENANCE AND GUARANTEE (OPTIONAL - 60 DAYS AS SEPARATE BID ITEM) ALL PLANTING SHALL BE MAINTAINED (BY CULTIVATING, MOWING, WEEDING, WATERING, FEEDING, SPRAYING AND PRUNING) FOR 60 DAYS AFTER COMPLETION AND ACCEPTANCE OF ALL PLANTING. ALL SHRUBS AND TREES NOT LIVING AFTER 60 DAY MAINTENANCE SHALL BE REPLACED. A FINAL INSPECTION SHALL BE MADE BY THE OWNER OR THEIR REPRESENTATIVE TO VERIFY THE FOLLOWING: HEALTHY, PEST FREE PLANT MATERIALS, VIABLE WEED FREE GROUND COVER AREAS, STAKING OF TREES, ETC. PLANTING SPECIFICATIONS 9 1-30-24 11-22-22 LANDSCAPE ARCHITECTURAL PLANS FOR STEVEN AND BARBARA FOWLKES 2722 BAYSHORE DR. • NEWPORT BEACH, CA 92663 Toni Sergio | Executive Assistant to Steven K. Fowlkes 310.820.8180 x123 SFowlkes@rwselby.com Toni@RWSELBY.com DATE: DRAWN BY:D.P. 11-22-22 © DAVID A. PEDERSEN INC. - LANDSCAPE ARCHITECT EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT & OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY, WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF MR. PEDERSEN. IN THE EVENT OF UNAUTHORIZED USE OF THESE PLANS BY ANY THIRD PARTY THE CLIENT AGREES TO HOLD HARMLESS INDEMNIFY AND DEFEND D. PEDERSEN INC. LANDSCAPE ARCHITECT FROM ANY CLAIMS ARISING FROM SUCH UNAUTHORIZED RE-USE. SHEET NO. OF - 9 L- D A V I D A. P E D E R S E N • INC. 3400 IRVINE AVE., SUITE 203 NEWPORT BEACH, CA 92660 TEL. (949) 251-8999 L A N D S C A P E A R C H I T E C T U R E