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HomeMy WebLinkAboutLandscape CDP Drawings 11-01-19PROJECT LOCATION VICINITY MAP NOT TO SCALEMONROVIA HIG H W A Y FR E E W A Y JAMBOREEHIG H W A Y WEST BALBOA BALBOA PENI N S U L A BALBOAISLAND BLVDPLACENTIA 17TH ST 15TH ST SUPERIORCOASTAVE SANTA ANA AVE2 0 T H S T DOVER1 8 T H S TBLVD 1 5 T H S TNEWPORTAVE IRVINETUSTIN1 9 T H S T DRAVEAVE55 FREEWAY7 3 MACARTHURRD E A S T JOAQUI NMIGUEL C O R O N A D E L M A R C O A S T SAN NEWPORTHILLS COASTDRIVEBONITA AVEROAD FORD S A N RD BISON BLVDCANYON DRDR UNIVERSITY AVECAMPUS DRC A M P U S D R FREEW A Y 73 CITY OF COSTA MESA CITY OF IRVINE PACIFIC OCEAN JOHN WAYNE AIRPORT UPPER NEWPORT BAY NEWPORT CENTER AC AC SEAWARD ROADMORNING CANYON RESIDENCES KITCHEN R SINK KITCHEN R SINK LIVING ROOM LIVING ROOM DINING ROOM DINING ROOM GARAGEGARAGE UP UP BATH #1 CLOSET CLOSET LAUNDRY LAUNDRY CLOSET BATH CLOSET STUDY/ BEDROOM 3 R R PATIOPATIO UNIT 'B'UNIT 'A' W.M. W .M . LANDSCAPE ARCHITECTURAL PLANS FOR THE FOX 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 .COVERSHEET1 L-3 CONSTRUCTION DETAILS L-9 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 MAKING HIMSELF FAMILIAR 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 HIS OR HER 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. 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 IRRIGATION DETAILS IRRIGATION DETAILS LANDSCAPE ARCHITECTURAL PLANS FORMARILYN FOX 494 496 & 498 SEAWARD ROAD • CORONA DEL MAR, CA 92625PH. (831) 915-6317, FAX 831-333-1460marilynjfox@gmail.comGREG FOX 801-330-5283 gfox777@comcast.netD A V I D A. P E D E R S E N • INC.L A N D S C A P E A R C H I T E C T U R E20271 ACACIA ST., SUITE 120NEWPORT BEACH, CA 92660TEL. (949) 251-8999FAX. (949) 251-0899© 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 DATE: DRAWN BY: L- D.P. 11-1-19 0 8 16 24 32 40 48 GRAPHIC SCALE SCALE: 1/8" = 1'-0" NORTH AC AC SEAWARD ROADMORNING CANYON RESIDENCES KITCHEN R SINK KITCHEN R SINK LIVING ROOM LIVING ROOM DINING ROOM DINING ROOM GARAGEGARAGE UP UP BATH #1 CLOSET CLOSET LAUNDRY LAUNDRY CLOSET BATH CLOSET STUDY/ BEDROOM 3 R R PATIOPATIO UNIT 'B'UNIT 'A' W.M. W .M .CONSTRUCTIONPLAN2 CONSTRUCTION BID ITEMS: CONTRACTOR SHALL PROVIDE AN ITEMIZED BID COST FOR EACH OF THE FOLLOWING . 1 2 3 4 5 6 7 8 9 10 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 . COLORED 6" THICK CONCRETE DRIVE W/ TRAWLED CONTROL JOINTS AS SHOWN. PROVIDE BOTTOMLESS TRENCH DRAIN PER CITY STANDARD ADJACENT TO SIDEWALK. 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 . 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. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. 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. EXISTING ASSOCIATION SIDE WALK, PROTECT IN PLACE. HORIZONTAL WOOD FENCE AND GATE. CONCRETE STEPS, SEE LIGHTING PLAN FOR LIGHTS IN STEPS. COLORED CONCRETE HARDSCAPE WITH TROWNED CONTROL JOINTS AS SHOWN AND EXPANSION JOINT AT BASE OF HOUSE. AND WHERE E.J. IS LABELED. LARGE LANDSCAPE BOULDER, SCALE PLAN FOR SIZE. RECESS ±1/3 BELOW GRADE. EXIXTING TO BE RELOCATED. THREE INCH BED OF PEA GRAVEL OVER FILTER FABRIC. GRAVEL TO MATCH EXISTING GRAVEL USED IN HOUSE. 11 CONCRETE LANDSCAPE PLANTER WALL. SEE CIVIL DWGS. FOR WALL HEIGHT. LOW CONCRETE WALL WITH HORIZONTAL WOOD FENCE ON TOP. SEE CIVIL PLANS FOR WALL HEIGHTS. CONCRETE LANDSCAPE PLANTER WALL . 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) 1 1 2 2 2 2 3 3 4 4 4 4 5 6 6 6 7 7 SLOPE TO FOLLOW GRADE OF EX. SIDEWALK 8 8 9 9 10 10 6 TRENCH DRAIN, SEE CIVIL DWGS. 11 CONCRETE CURB, SEE CIVIL DWGS.12 12 SEE CIVIL PLAN FOR ALL WALL HEIGHTS AND HARDSCAPE ELEVATIONS.LANDSCAPE ARCHITECTURAL PLANS FORMARILYN FOX 494 496 & 498 SEAWARD ROAD • CORONA DEL MAR, CA 92625PH. (831) 915-6317, FAX 831-333-1460marilynjfox@gmail.comGREG FOX 801-330-5283 gfox777@comcast.netD A V I D A. P E D E R S E N • INC.L A N D S C A P E A R C H I T E C T U R E20271 ACACIA ST., SUITE 120NEWPORT BEACH, CA 92660TEL. (949) 251-8999FAX. (949) 251-0899© 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 DATE: DRAWN BY: L- D.P. 11-1-19 CONSTRUCTIONDETAILS3 3 5 6 2 1 FENCE DETAIL 7 5 FT. 6 IN.VARIES 6" TO 18" SEE CIVIL PLAN POST AT 8 FT. O.C. MAX. 4 X 4 TREATED POST, BOLT TO SPLINE W/ 3 1/2" BOLTS POST AT 8 FT. O.C.1 2 3 4 5 6 7 3/8 IN. THICK BY 3" WIDE BY 5 FT. STEEL SPLINE 4 X 4 W/ 4 X 4 BASE PLATE HIDDEN IN CENTER OF POST. 'AZEK' MOHOGANY TOP CAP. 'AZEK' MOHOGANY W/ 1/4" GAP BETWEEN EA. 2 X 4 TOP AND BOTTOM RAIL ON BACK SIDE, BETWEEN POST TREATED D.F. 2 1 7 'AZEK' MOHOGANY VERTICAL SUPPORT BETWEEN POST. 8 8 5 CONTINUOUS CONCRETE FOOTING. FINISH GRADE. VARIES, SEE CIVIL PLAN. 4 7 FENCE SECTION NOTE: SEE CIVIL DRAWING FOR HEIGHT OF FENCE. FENCE AND FOOTING ALL ON PROJECT SIDE. P.L. 1. 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. 6" HIGH MAX. 6. EXPANSION JOINT W/ 9" SPEED DOWEL - SEE SEPARATE DETAIL. 7. ADJACENT CONCRETE PAVING W/ THICKENED EDGE . 8. 2 1/4" STEP NOSING . 9. 95% COMPACTED SUBGRADE . CONCRETE STEPS 5 6 1 2 3 4 5 6 7 2% 14"10"9 8 1. PROVIDE COPPER CAP 2. 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. FENCE - 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 PLANWOOD GATE 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 45 1/4"1" SAW CUT1/4" R. CONTROL JOINT / SAW CUT DETAIL 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"MIN1"MIN1 2 3 4 5 6 LANDSCAPE ARCHITECTURAL PLANS FORMARILYN FOX 494 496 & 498 SEAWARD ROAD • CORONA DEL MAR, CA 92625PH. (831) 915-6317, FAX 831-333-1460marilynjfox@gmail.comGREG FOX 801-330-5283 gfox777@comcast.netD A V I D A. P E D E R S E N • INC.L A N D S C A P E A R C H I T E C T U R E20271 ACACIA ST., SUITE 120NEWPORT BEACH, CA 92660TEL. (949) 251-8999FAX. (949) 251-0899© 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 DATE: DRAWN BY: L- D.P. 11-1-19 0 8 16 24 32 40 48 GRAPHIC SCALE SCALE: 1/8" = 1'-0" NORTH AC AC SEAWARD ROADMORNING CANYON RESIDENCES KITCHEN R SINK KITCHEN R SINK LIVING ROOM LIVING ROOM DINING ROOM DINING ROOM GARAGEGARAGE UP UP BATH #1 CLOSET CLOSET LAUNDRY LAUNDRY CLOSET BATH CLOSET STUDY/ BEDROOM 3 R R PATIOPATIO UNIT 'B'UNIT 'A' W.M. W .M . 494 SEAWARD RD. NEWPORT BEACH NEWPORT BEACH NEWPORT BEACH NEWPORT BEACH NEWPORT BEACH DAVID A. PEDERSEN 7-19-19 3895 DAVE@DPLANDSCAPE.COM949-251-8999 20271 ACACIA ST. NEWPORT BEACH CA. SUITE 120 1-30-19 7-19-20 ·         TURF AREA DOES NOT EXCEED 25% OF LANDSCAPE PLANTING AREA (PROHIBITED ON SLOPE AREAS AND PARKWAYS LESS THAN 10 FEET WIDE) ·         75% OF LANDSCAPE AREA MUST BE PLATED WITH CLIMATE ADAPTED PLANTS WITH AN AVERAGE WUCOLS PLANT FACTOR OF 0.3. ·         COMPOST AT A RATE OF FOUR CUBIC YARDS PER 1,000 SQUARE FEET TO A DEPTH OF SIX INCHES 3-INCH MULCH LAYER APPLIED TO ALL PLANTING AREAS (EXCLUDING TURF AREAS) AUTOMATIC IRRIGATION CONTROLLERS WITH MANUAL SHUT-OFF VALVES STATEMENT, “I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE PRESCRIPTIVE COMPLIANCE OPTION TO THE MWELO).” POINT OF CONNECTION MAKE IRRIGATION POINT OF CONNECTION INTO WATER SERVICE LINE DIRECTLY DOWNSTREAM OF EXISTING LOT WATER METER. VERIFY EXACT LOCATION IN THE FIELD AND ADJUST AS NECESSARY. INSTALL BALL VALVE AT POC FOR IRRIGATION SYSTEM ISOLATION. EXTEND MAINLINE AS SHOWN TO SIDE YARD FOR IRRIGATION EQUIPMENT LOCATION. INSTALL BACKFLOW PREVENTER DOWNSTREAM OF BALL VALVE PER ALL LOCATE CODES. FINAL BACKFLOW PREVENTER LOCATION TO BE APPROVED IN THE FIELD BY THE OWNER OR AUTHORIZED REPRESENTATIVE. PIPING BETWEEN THE POC AND THE BACKFLOW PREVENTER TO BE 1" TYPE 'K' COPPER INSTALL MASTER VALVE DOWNSTREAM OF BACKFLOW DEVICE AND WIRE TO CONTROLLER PER MANUFACTURER'S DIRECTIONS. INSTALL FLOW SENSOR DOWNSTREAM OF MASTER VALVE AND WIRE TO CONTROLLER PER MANUFACTURER'S DIRECTIONS. MAXIMUM DEMAND IS 5 GPM. MINIMUM DESIGN PRESSURE AT POC IS 60 PSI. CONTRACTOR SHALL TAKE A DIRECT PRESSURE MEASUREMENT AT THE POC PRIOR TO START OF WORK. IF STATIC PRESSURE IS GRATER THAN 80 PSI. INSTALL PRESSURE REGULATOR WITH BACKFLOW ASSEMBLY PER THESE PLANS AND SET TO 60 PSI. IF STATIC PRESSURE IS BETWEEN 60 PSI AND 80 PSI, DO NOT INSTALL PRESSURE REGULATOR. IF STATIC PRESSURE IS LESS THAN 60 PSI. NOTIFY LANDSCAPE ARCHITECT IN WRITING. DO NOT PROCEED WITH ANY IRRIGATION INSTALLATION WORK UNTIL ANY AND ALL WATER SUPPLY AND PRESSURE ISSUES HAVE BEEN RESOLVED. CONTROLLER INSTALL IRRIGATION CONTROLLER OUTSIDE HOUSE AS SHOWN ON THE PLANS. FINAL CONTROLLER LOCATION TO BE APPROVED IN THE FIELD BY THE OWNER OR AUTHORIZED REPRESENTATIVE. THE IRRIGATION CONTRACTOR SHALL COORDINATE 120V AC POWER TO THE FINAL CONTROLLER LOCATION WITH GENERAL CONTRACTOR AND / OR ELECTRICAL CONTRACTOR AS NECESSARY, AND PAY ALL ASSOCIATED COST. THE IRRIGATION CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS PER LOCAL CODES. MOUNT, GROUND, AND WIRE ALL THE CONTROL EQUIPMENT PER THE MANUFACTURER'S DIRECTIONS, THESE PLANS, AND PER ALL LOCAL CODES. SLEEVING MAINLINE AND VALVES SHOWN OUTSIDE OF PLANTED AREAS FOR CLARITY ONLY. INSTALL ALL IRRIGATION EQUIPMENT IN ADJACENT PLANTED AREAS EXCEPT WHERE SLEEVING IS SHOWN ON THE PLANS. ALL PIPES AND WIRES THAT MUST RUN UNDER HARDSCAPE TO BE SLEEVED IN SCH 40 PVC SLEEVES ACCORDING TO THE SLEEVING CHART. DRIP LINE SYSTEMS SHRUB AREAS AS SHOWN SHALL BE IRRIGATED WITH DRIP LINE IRRIGATION. INSTALL ALL DRIP LINE SYSTEMS PER THE MANUFACTURER'S DIRECTIONS AND RECOMMENDATIONS. CONTRACTORS NOT FAMILIAR WITH DRIP LINE SYSTEM INSTALLATION SHALL CONTACT THE MANUFACTURER'S REPRESENTATIVE PRIOR TO START OF WORK FOR ON-SITE PRODUCT AND INSTALLATION TRAINING. 2. Soil Preparation Mulch and Amendments (a) Prior to planting of any materials, compacted soils shall be transformed to a friable condition. On engineered slopes, only amended planting holes need to meet this requirement. (b) Soil amendments shall be incorporated according to the recommendations of the soil report and what is appropriate for plants selected. (c) For landscape installations, compost at a rate of a minimum of four cubic yards per 1,000 square feet of permeable area shall be incorporated to a depth of six inches into the soil. Soils with greater than 6% organic matter in the top 6 inches of soil are exempt from adding compost and tilling. (d) A minimum two, three inch (3″) layers of mulch shall be applied on all exposed soil surfaces of planting areas except in turf areas, creeping or rooting groundcovers, or direct seeding applications where mulch is contraindicated. To provide habitat for beneficial insects and other wildlife, up to 5% of the landscape are may be left without mulch. Designated insect habitat must be included in the landscape design plan as such. (e) Stabilizing mulching products shall be used on slopes that meet current engineering standards such as those detailed in the USDA/USAID Low Volume Roads Engineering Best Management Practices Field Guide. (f) The mulching portion of the seed/mulch slurry in hydroseeded applications shall meet the mulching requirement. (g) Organic mulch materials made from recycled or postconsumer shall take precedence over inorganic materials or virgin forest products unless the recycled post-consumer 2.3 Soil Management Report A. All planted landscape areas are required to have friable soil to maximize retention and infiltration. On engineered slopes, only amended planting holes need meet this requirement. B. In order to reduce runoff and encourage healthy plant growth, a soil management report shall be completed by the project applicant, or his/her designee, as follows: 1. Submit soil samples to a certified agronomic soils laboratory for analysis and recommendations. (a) Soil sampling shall be conducted in accordance with laboratory protocol, including protocols regarding adequate sampling depth for the intended plants. (b) The soil analysis may include, but is not limited to: 1. soiltexture; 2. infiltration rate determined by laboratory test or soil texture infiltration rate table; 3. pH; 4. total soluble salts; 5. sodium; 6. percent organic matter; and 7. recommendations. PRESCRIPTIVE COMPLIANCE OPTION 'H' This project submittal is under the City's prescriptive requirements which is an option to the City's Water Efficient Landscape Ordinance. THESE GUIDELINES ARE FRO ESTABLISHED PLANTS (1 YEAR FRO SHRUBS , 3 YEARS FOR TREES). ADDITIONAL WATER IS NEEDED FOR NEW PLANTINGS OR UNUSUALLY HOT OR DRY WEATHER . LESS WATER IS NEEDED DURING COOL OR RAINY WEATHER . DRIP RUN TIMES ARE TYPICALLY 2 HOURS OR MORE FOR EACH WATERING . ALL SPRINKLERS SHOULD SERVER ONLY THE REQUIRED TURF AREAS AND NOT SPRAY ON BUILDINGS , FENCES OR NON-LANDSCAPE AREAS . WATERING SHOULD BE DONE BEFORE SUNRISE TO REDUCE EVAPORATION LOSSES . ALWAYS IRRIGATE THE ENTIRE DEPTH AND WIDTH OF THE ROOT ZONE REGARDLESS OF THE TIME OF YEAR. TWICE A YEAR WATER TWICE AS LONG TO LEACH OUT SALTS AND BUILDUP IN THE SOIL LANDSCAPE WATERING GUIDELINES SEASONAL FREQUENCY - DAYS BETWEEN WATERINGS SPRING MAR- MAY SUMMER MAY - OCT FALL OCT - DEC WINTER DEC - MAR WATER THIS DEEPLY TREES SHRUBS GROUND COVERS ANNUALS TURF DROUGHT PLANTING HIGH WATER USE PLANTS DROUGHT PLANTING HIGH WATER USE PLANTS DROUGHT PLANTING HIGH WATER USE PLANTS 14 - 30 DAYS 7 - 12 DAYS 14 - 30 DAYS 7 - 10 DAYS 14 - 30 DAYS 7 - 10 DAYS 3 - 7 DAYS 7 - 18 DAYS 7 - 10 DAYS 7 - 18 DAYS 5 - 7 DAYS 7 - 21 DAYS 2 - 10 DAYS 2 - 5 DAYS NONE3 - 7 DAYS 14 - 30 DAYS 7 - 12 DAYS 14 - 30 DAYS 7 - 10 DAYS 14 - 30 DAYS 7 - 10 DAYS 3 - 7 DAYS 3 - 10 DAYS 24 - 45 DAYS 14 - 30 DAYS 24 - 30 DAYS 10 - 14 DAYS 24 - 30 DAYS 10 - 14 DAYS 5 - 10 DAYS 7 - 14 DAYS 24" - 36" 24" - 36" 18" - 24" 18" - 24" 8" - 12" 8" - 12" 8" - 10" 6" - 10" 5IRRIGATIONPLANALL 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) AUTOMATIC IRRIGATION CONTROLLERS UTILIZING EITHER EVAPOTRANSPIRATION OR SOIL MOISTURE SENSOR DATA WITH NONVOLATILE MEMORY SHALL BE REQUIRED FOR IRRIGATION SCHEDULING IN ALL IRRIGATION SYSTEMS RECOMMENDING U.S. EPA WATERSENSE LABELED DEVICES AS APPLICABLE. 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) IRRITROL 700-1 SERIES 'ULTRA FLOW' ELECTRIC CONTROL VALVE USED AS MASTER VALVE TORO TFS-050 SERIES FLOW SENSOR IN PVC TEE NIBCO T-580-70 TWO-PIECE BRONZE BALL VALVE - FULL PORT IRRITROL 700-1 SERIES 'ULTRA FLOW' ELECTRIC CONTROL VALVE FS MV 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 TORO 570Z-6P-COM-OT-POP UP SPRAY HEADS WITH 'PRECISION SPRAY NOZZLE AND CHCK VALVE C TORO 570Z-12P-COM-OT-POP UP SPRAY HEADS WITH 'PRECISION SPRAY NOZZLE AND CHCK VALVE 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. UNIT 'A' HAS 592 SQ. FT. OF IRRIGATED LANDSCAPE AREA UNIT 'B' HAS 675 SQ. FT. OF IRRIGATED LANDSCAPE AREA ET C BP BP UNIT 'A' WATER METER LOCATION UNIT 'B' WATER METER LOCATION 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 . AUTOMATIC IRRIGATION CONTROLLERS UTILIZING EITHER EVAPOTRANSPIRATION OR SOIL MOISTURE SENSOR DATA WITH NONVOLATILE MEMORY SHALL BE REQUIRED FOR IRRIGATION SCHEDULING IN ALL IRRIGATION SYSTEMS RECOMMENDING U.S. EPA WATERSENSE LABELED DEVICES AS APPLICABLE . SHOWN OFF SITE FOR CLARITY ONLY. DETERMINE LOCATION ON SITE. TYPICAL BOTH UNITS ET C EQUIPMENT SHOWN HERE FOR CLARITY ONLY. LOCATE IN ADJACENT LANDSCAPE AREA.LANDSCAPE ARCHITECTURAL PLANS FORMARILYN FOX 494 496 & 498 SEAWARD ROAD • CORONA DEL MAR, CA 92625PH. (831) 915-6317, FAX 831-333-1460marilynjfox@gmail.comGREG FOX 801-330-5283 gfox777@comcast.netD A V I D A. P E D E R S E N • INC.L A N D S C A P E A R C H I T E C T U R E20271 ACACIA ST., SUITE 120NEWPORT BEACH, CA 92660TEL. (949) 251-8999FAX. (949) 251-0899© 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 DATE: DRAWN BY: L- D.P. 11-1-19 IRRIGATIONDETAILS6 * 4" 2" 1.FLOW SENSOR PER IRRIGATION LEGEND 2. #14 UF WIRES TO CONTROLLER (COLOR CODE DIFFERENTLY THAN COMMON WIRE, CONTROL WIRES, AND MASTER VALVE WIRES). 3. WATERPROOF WIRE CONNECTORS (2 REQUIRED) 4.FINISH GRADE 5. RECTANGULAR PLASTIC VALVE BOX WITH LOCKING LID (NDS #314BCB) HEAT BRAND 'FS' ON LID IN 2" HIGH BLOCK LETTERS 6.MAINLINE PIPING PER IRRIGATION LEGEND (SENSOR SIZE) 7.RECTANGULAR PLASTIC VALVE BOX EXTENSION (NDS #214-6) 8.COMMON BRICK SUPPORTS (4 REQUIRED) 9.FILL BASE OF BOX WITH PEA GRAVEL 10.NATIVE SOIL * 1/2" IN TURF AREA, 2" IN SHRUB AREAS FLOW SENSOR MIN. 5X PIPE DIA. STRAIGHT PIPE MIN. 10X PIPE DIA. STRAIGHT PIPE 18"1 2 3 4 5 6 7 8 9 10 1.FINISH GRADE 2.NATIVE SOIL / BACKFILL PER SPECIFICATIONS 3.POP-UP SPRAY HEAD AND NOZZLE PER LEGEND 4.1/2" MARLEX STREET ELL 5.1/2" SCH 40 PVC STREET ELL TxT 6.1/2" x 12" MIN. SCH 80 PVC THREADED NIPPLE 7.SCH. 40 PVC LATERAL LINE FITTING WITH 1/2" FEMALE THREADED OUTLET 8.LATERAL LINE PIPING PER LEGEND SEE NOTE POP - UP SPRAY HEAD 1 2 3 4 5 6 4 7 8 12" NOTES: USE TEFLON TAPE ON ALL PVC TO PVC CONNECTIONS; NO PIPE DOPE ALLOWED. SET PERIMETER HEADS 4" -4" FROM HARDSCAPE AND 6" - 12" FROM VERTICAL OBJECTS SUCH AS FENCES AND WALLS, ETC. ONLY USE BOTTOM INLET OF HEAD.18"* 4" 2" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 A2 FLOW 4" 1.REMOTE CONTROL VALVE PER IRRIGATION LEGEND 2.SCH 40 PVC MALE ADAPTER (2 REQUIRED) VALVE SIZE 3.RECTANGULAR PLASTIC VALVE BOX WITH LOCKING LID (NDS #314BCB) HEAT BANDED STATION NUMBER ON LID IN 2" HIGH BLOCK LETTERS. 4.FINISH GRADE 5.PVC LATERAL LINE PER IRRIGATION LEGEND (VALVE SIZE) 6.SCH 40 PVC 45° ELL 7.SCH 40 PVC 45° (BUSH UP TO LATERAL LINE PLAN SIZE) 8.RECTANGULAR PLASTIC VALVE BOX EXTENSION (NDS #214-6) 9.COMMON BRICK SUPPORTS (4 REQUIRED) 10.WATERPROOF WIRE CONNECTORS (2 REQUIRED) 11.#14 UF WIRES TO CONTROLLER (COLOR CODED) 12.I.D. TAG WITH STATION NUMBER PRINTED ON IN (CHRISTY'S #ID-STD-Y1) 13.SCH 40 PVC ELL (VALVE SIZE) 14.MAINLINE PIPING PER IRRIGATION LEGEND (VALVE SIZE) 15.SCH 40 PVC TEE (OUTLET TO BE VALVE SIZE) 16.MAINLINE PIPING PER IRRIGATION LEGEND (PLAN SIZE) 17.FILL BASE OF BOX WITH PEA GRAVEL 18.NATIVE SOIL * 1/2" IN TURF AREAS, 2" IN SHRUB AREAS. ELECTRIC CONTROL VALVE 18"* 4" 2" MV FLOW 4" 1.MASTER VALVE PER IRRIGATION LEGEND 2.FINISH GRADE 3.RECTANGULAR PLASTIC VALVE BOX WITH LOCKING LID (NDS #314BCB) HEAT BRAND 'MV' ON LID IN 2" HIGH BLOCK LETTERS. 4.SCH 40 PVC MALE ADAPTER (2 REQUIRED) USE REDUCING ADAPTERS WHERE MAINLINE IS LARGER THAN VALVE 5.SCH 40 PVC 45° ELL (4 REQUIRED) 6.MAINLINE PIPING PER PLAN 7.RECTANGULAR PLASTIC VALVE BOX EXTENSION (NDS #214-6) 8.COMMON BRICK SUPPORTS (4 REQUIRED) 9.WATERPROOF WIRE CONNECTORS (2 REQUIRED) 10.#14 UF WIRES TO CONTROLLER (COLOR CODED) 11.I.D. TAG WITH 'MV' PRINTED ON IN (CHRISTY'S #ID-STD-Y1) 12.FILL BASE OF BOX WITH PEA GRAVEL 13.NATIVE SOIL MASTER CONTROL VALVE 1 2 3 4 5 6 7 8 9 10 11 5 12 1318"* 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 ATERPROOF 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). Irritrol CLIMATE LOGIC69F40% 1:15aMENU No Rain-Irrigation 11/16 CL-M1 SMART RXENABLED %AS REQ'DNOTES: 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"LANDSCAPE ARCHITECTURAL PLANS FORMARILYN FOX 494 496 & 498 SEAWARD ROAD • CORONA DEL MAR, CA 92625PH. (831) 915-6317, FAX 831-333-1460marilynjfox@gmail.comGREG FOX 801-330-5283 gfox777@comcast.netD A V I D A. P E D E R S E N • INC.L A N D S C A P E A R C H I T E C T U R E20271 ACACIA ST., SUITE 120NEWPORT BEACH, CA 92660TEL. (949) 251-8999FAX. (949) 251-0899© 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 DATE: DRAWN BY: L- D.P. 7-16-19 IRRIGATIONDETAILS7 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 PLANEQUAL 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 WIREING AND REPARIR 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, SETTLELMENT OR OTHER DAMAGE AFFECTING THE OPERATION OF A COMPONENT. REPAIR AS NEEDED. QUARTERLY REMOTE CONTROL VALVES, ISSOLATION 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, MISALIGNED 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.LANDSCAPE ARCHITECTURAL PLANS FORMARILYN FOX 494 496 & 498 SEAWARD ROAD • CORONA DEL MAR, CA 92625PH. (831) 915-6317, FAX 831-333-1460marilynjfox@gmail.comGREG FOX 801-330-5283 gfox777@comcast.netD A V I D A. P E D E R S E N • INC.L A N D S C A P E A R C H I T E C T U R E20271 ACACIA ST., SUITE 120NEWPORT BEACH, CA 92660TEL. (949) 251-8999FAX. (949) 251-0899© 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 DATE: DRAWN BY: L- D.P. 7-16-19 0 8 16 24 32 40 48 GRAPHIC SCALE SCALE: 1/8" = 1'-0" NORTH AC AC SEAWARD ROADMORNING CANYON RESIDENCES KITCHEN R SINK KITCHEN R SINK LIVING ROOM LIVING ROOM DINING ROOM DINING ROOM GARAGEGARAGE UP UP BATH #1 CLOSET CLOSET LAUNDRY LAUNDRY CLOSET BATH CLOSET STUDY/ BEDROOM 3 R R PATIOPATIO UNIT 'B'UNIT 'A' W.M. W .M . SYMBOL QUANTITY AEO-URB 8 AGA-ATT 1 ARC-EDM 60 CRA-UND 10 CRA-OVA 7 ELA-DEC 1 EUP-MAR 13 EUP-GAL 5 DRA-MAR 1 HEU-SAN 10 ILE-SKY 5 JUN-GOL 5 LIG-TEX 26 LIR-GIG 6 MIS-SIN 1 NAN-COM 11 NAN-HAR 10 OLE-DWF 9 RAP-MIN 39 SAN-TRI 9 SES-AUT 17 WIS-ROS 1 RAP-MIN RAPHIOLEPIS UMBELLATUS ‘MINOR’DWARF YEDDA HAWTHORNE FIVE GAL .SLOW GROWING COMPACT UPRIGHT SHRUB TO 4 FT. W/ WHITE FLOWER CLUSTERS . WIS-ROS WISTRINGIA ROSMARINIFORMIS WESTRINGIA FIVE GAL .EVERGREEN SHRUB TO 5 FT. WITH SMALL WHITE FLOWERS AND ROSEMARY LIKE FOLIAGE . THE FOLLOWING IS A COMPUTERIZED COUNT OF ALL SHRUBS. CONTRACTOR SHALL VERIFY THE FOLLOWING PLANT TOTALS AND NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE NUMBER OF PLANTS SHOWN ON THE PLAN AND THE TOTALS LISTED HERE ON. JUN-TOL JUNIPERUS S. ‘TOLLESON’S BLUE WEEPING’TOLLESON’S BLUE WEEPING J. 36” BOX GRACEFUL TREE W/ ARCHING BRANCHES AND SILVERY GRAY - BLUE FOLIAGE GLE-TRI GLEDITSIA TRIACANTHOS ‘SHADEMASTER’SHADEMASTER HONEY LOCUST 42” BOX DECIDUOUS TREE TO 25’, GOOD FALL COLOR . TOLERATES A WIDE RANGE OF CONDITIONS . SUN MET-EXC METROSIDEROS EXCELSA NEW ZEALAND CHRISTMAS TREE 42” BOX EVERGREEN W/ EXCEPTIONAL INTEREST . SUPERB , BARK , DARK RED FLOWERS SET WITHIN THE DARK GRAYISH BODY OF FOLIAGE . HEU-SAN HEUCHERA SANGUINEA 'FIREFLY'FIREFLY CORAL BELLS ONE GAL.PERENNIAL TO 12" W/ SCARLET RED BELL-LIKE FLOWERS ON COMPACT CLUMPING PLANT. SHRUBS SYMBOL BOTANICAL NAME COMMON NAME SIZE DESCRIPTION LYO-FLO LYONOTHAMNUS FLORIBUNDUS A.FERNLEAF IRONWOOD 48” BOX A HANSOM OPEN EVERGREEN TREE TO 35 FT. W/ DEEPLY LOBED RICH GREEN FOLIAGE , TRUNK COVERED W/ SHREDDED RED-BROWN BARK . ILE-VOM ILEX VOMITORIA 'WILL FLEMING'WILL FLEMING 15 GAL .NARROW EVERGREEN SHRUB TO 8 FT. SUN TO PARTIAL SHADE . LIR-GIG LIRIOPE GIGANTEA GIANT LILY TURF FIVE GAL .PERENNIAL TO 2 FT. OF GRASSLIKE APPEARANCE W/ PURPLE FLOWER SPIKES . ARC-EDM ARCTOSTAPHYLOS 'EMERALD CARPET'EMERALD CARPET MANZANITA FIVE GAL .LOW DENSE MAT TO 10" HIGH BY 5 FT. WIDE . SHINY GREEN LEAVES LIE FLAT ON BRANCHES , WHITE FLOWERS / RED BERRIES . NAN-HAR NANDINA D. HARBOR DWF . DWF . NANDINA FIVE GAL .FEATHERY FOLIAGE LOW GROWING GROUND COVER TO 18” SPREADS BY RUNNERS . JUN-GOL GOLD COAST JUNIPER 15 GAL .COMPACT EVERGREEN TO 3 FT. JUNIPER WITH GOLDEN GREEN NEEDLE-LIKE FOLIAGE JUNNIPERUS PFITZERIANA GOLD COAST 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 . 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. EUP-MAR EUPHORBIA MARTINI TINY TIM EUPHORBIA FIVE GAL .DOME-SHAPED MOUND OF LIGHT GREEN FOLIAGE BLOOMS WITH BRIGHT RED NUGGET CENTERED CHARTREUSE FLOWERS . · Turf area does not exceed 25% of landscape planting area (prohibited on slope areas and parkways less than 10 feet wide) · 75% of landscape area must be plated with climate adapted plants with an average WUCOLS plant factor of 0.3. · Compost at a rate of four cubic yards per 1,000 square feet to a depth of six inches 3-inch mulch layer applied to all planting areas (excluding turf areas) Automatic irrigation controllers with manual shut-off valves Statement , “Owner to agree to comply with the requirements of the prescriptive compliance option to the MWELO).” OLE-DWF OLEA EUROPAEA MONTRA LITTLE OLLIE DWF OLIVE 15 GAL .DWARF OLIVE WITH BLUE GREEN FOLIAGE TAKES PRUNING WELL . CRA-OVA CRASSULA OVATA 'HUMMEL'S SUNSET'SUNSET CRASSULA FIVE GAL .GOLDEN YELLOW SMALL SUCCULENT TO 20 INCHES . MIS-SIN MISCANTHUS SINENSIS 'YAKU JIMA'DWARF MAIDEN GRASS FIVE GAL .ORNAMENTAL GRASS TO 4 FT. LIG-TEX LIGUSTRUM TEXANUM WAXLEAF PRIVET 24" BOX COMPACT UPRIGHT SHRUB WITH GLOSSY DEEP GREEN LEAVES; PROFUSION OF WHITE FLOWERS IN SPRING. SESLERIA NITIDA BLUE BRISTLE GRASSSES-NIT ONE GAL.VERY ADAPTABLE SLIGHT BLUISH TONE GRASS TO 18" TALL WITH WHEAT COLORED TASSELS IN SUMMER . AGA-ATT AGAVE ATTENUATA 'NOVA'FOXTAIL AGAVE FIVE GAL .SUCCULENT W/ BLUE-GRAY FLESHY LEAVES W/ NO SPINES TO 4 FT. DROUGHT RESISTANT . ELA-DEC ELAEOCARPUS DECIPIENS 'MONPROUD'LITTLE EMPEROR JAPANESE BLUEBERRY 15 GAL .UPRIGHT EVERGREEN SHUB TO 8 FT. WITH GLOSSY GREEN FOLIAGE THAT TURNS BRIGHT RED BEFORE DROPPING . NAN-GUL NANDINA GULFSTREAM COMPACT HEAVENLY BAMBOO 15 GAL .FEATHERY FOLIAGE ON ERECT CANES COMPACT TO 3’ , RED FALL COLOR , WHITE FLOWER FOLLOWED BY BERRIES . CRA-UND CRASSULA UNDULATIFOLIA RIPPLE JADE FIVE GAL .COMPACT DENSE SMALL SUCCULENT TO 3FT . W/ TWISTED BLUISH GREY LEAVES . DRA-MAR DRACAENA MARGINATA DRAGONTREE 24” BOX UPRIGHT SLENDER GRAY STEMS TO 15 FT. TOPPED BY TUFTS OF ARCHING , GLOSSY SWORD-SHAPED 18" LONB BY 1/2" LEAVES EUP-GAL EUPHORBIA GALAXY-GLOW GALAXY EUPHORBIA FIVE GAL .DOME-SHAPED MOUND OF BLUE GREEN FOLIAGE , GREEN FLOWERS THAT RISE 18" ABOVE FOLIAGE . TREES SYMBOL BOTANICAL NAME COMMON NAME SIZE DESCRIPTION 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 TYPE24" TYP.1 2 3 4 5 EDGE OF PLANTING 2/3 O.C. SPACING EQUAL EQUALSPACING 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 2 X BALL DIA. SLOPE PLANTING DETAIL NOTE: UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL WITH WATER FROM HOSE. DO NOT CRACK ROOT BALL. CONTRACTOR SHALL PROVIDE EROSION CONTROL WHEN SPECIFIED. 1 2 3 4 5 6 7 1. CROWN OF PLANT . 2. 4" HIGH TEMPORARY BASIN . 3. EXISTING GRADE 4. PLANTING 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 . 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 . 8PLANTING PLANLT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT N NH RM RM RM RM RM RM m E NH NH NH NH NH NH NH NH NH RM RM RM RM RM JO JO JO JO N C e e e e EE E E E E E E E N JO CC C C C C LG LG LG LG I I I A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A LG LG E E E HH HH H HH H A A A A A A A WR N N N N N N N N H H LT LT LT I I A A A A AA AA A A E e RAP-MIN HEU-SAN ARC-EDM LIG-TEX NAN-GUL ILE-SKY OLE-DWF EUP-MAR NAN-GUL ILE-SKY EUP-GAL AEO-URB RAP-MIN NAN-HAR JUN-GOL ARC-EDM AGA-ATT CRA-OVA EUP-MAR ELA-DEC SES-NIT ILE-SKY EUP-MAR ARC-EDM LIG-TEX DRA-MAR RM RM RM RM MIS-SIN EUP-MAR HEU-SAN SAN-TRI LIR-GIG NAN-GUL AEO-URB SAN-TRI NAN-GUL WIS-ROS AEO-URB CRA-OVA ARC-EDM CRA-UND ARC-EDM JUN-GOL HEU-SAN SES-NIT OLE-DWF ILE-SKY GLE-TRI JUN-TOL JUN-TOL GLE-TRI AJU-REPAJU-REP LYO-FLO RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM F RM RM RM RM RM RM RM RM RAP-MIN A A A A A A A A LYO-FLO LANDSCAPE ARCHITECTURAL PLANS FORMARILYN FOX 494 496 & 498 SEAWARD ROAD • CORONA DEL MAR, CA 92625PH. (831) 915-6317, FAX 831-333-1460marilynjfox@gmail.comGREG FOX 801-330-5283 gfox777@comcast.netD A V I D A. P E D E R S E N • INC.L A N D S C A P E A R C H I T E C T U R E20271 ACACIA ST., SUITE 120NEWPORT BEACH, CA 92660TEL. (949) 251-8999FAX. (949) 251-0899© 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 DATE: DRAWN BY: L- D.P. 11-1-19