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HomeMy WebLinkAboutDWG 536-4L; LPC 2022-0005; KEMPER RESIDENCE; 01-08' ' i i } LANDSCAPE IMPROVEMENTS FOR: KEMPER RESIDENCE 7133 AVIARA DRIVE, CARLSBAD, CA 92011 CITY OF OCEANSIDE HIGHWAY 7B PACIFIC OCEAN ANNON ,Lml1AR VICINITY MAP CITY OF ENCINITAS . ; ', ,,__\, • '1 ~~I, \ I f•~"J~n-1:~ rn t~· o, ;r, i, ~· G)I, "' ' 1 SITE MAP CITY NOTES: ' ' i i ,, ' " 0 N.T.S . \ 0 8' 16' 32' LOCATION MAP N.T.S. -,-SCALE:-1"= 16' 1. SLOPES 6: 1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTINJG STANDARDS: A) STANDARD1 -COVER CROP/REIFORCED STRAW MATTING: COVER CROP SHALL BE SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY DAY. TYPE OF REINFORCED STRAW MATTING SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. THE COVER CROP AND/OR REINFORCED STRAW MAT SHALL BE USED THE REMAINDER OF THE YEARL B) STANDARD #2 -GROUNDCOVER ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOW TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE CULL COVERAGE WITHIN ONE YEAR. C) STANDARD #3 -LOYV SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 1 GAL.) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). D) STANDARD #4 -TREES AND/OR LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMJM RATE OF ONE (1) PER TW'O HUNDRED (200) SQUARE FEET. 2. SLOPES -6:1 OR STEEPER AND: A) 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINlfv'IIUM STANDARD #1. B) 3' TO 8' IN VERTICAL HEIGHT REQUIRED STANDARD# 1 (EROSION CONTROL MATTING SHALL BE IN LIEU OF A COVER CROP), #2, AND 1#3. C) IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A CO\i/ER CROP), #2,, #3, AND #4. 3. AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD #1 (COVER CROP) WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: A) SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OFRO>UGH GRADING. B) A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CllfY. C) IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT 4. A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGATION ONLY. 5. THE APPLICATION OF ORGANIC MULCH MATERIALS MADE FORM RECYCLED OR PORT-CONSUMER MATERIALS SHALL TAKE PRECEDENCE OVER INORGANIC MATERIAL UNLESS RECYCLED OR POST-CONSUMER PRODUCTS ARE NOT LOCALLY AVAILABLE. THE GRADING AND/GR IMPROVEMENT PLANS ARE APPROVED FOR A PERIOD OF TWO (2) YEARS FROM THE DATE SIGNED BY THE CITY ENGINEER. AFTER THE TWO (2) YEAR PERIOD HAS LAPSED, THE ENGINEER OF RECORD MAY BE REQUl'l.ED TO SUBMIT Af~D PROCESS FOR CITY ENGINEER APPROVAL, UPDATED PI.JI\NS THAT COMPLY WITH THE MOST CURRENT ClrY STANDARDS, PIRACTICES AND POLICIES. --, NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. TWO WORKING DAYS BEFORE YOU DIG Underground Service Alert S.R. CLARKE LANDSCAPE ARCHITECTURE & DEVELOPMENT S.R. CLARKE LANDSCAPE ARCHITECTURE & DEVELOPEMENT 110 COPPERWOOD WAY# P OCEANSIDE CA 92058 760 716-3100 CA. LLA#5299 __ j I CITY OF VISTA OF t ! CJ JJ ~PROJECT SITE DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED CHARGE OVER THE DESIGN OF THE PROJECT /AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS B'Y THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH IS CONFINED TO .A REVIEW ONLY AND DOES NOT RELIE\1/E ME, AS THE LICENSED DESIGNER OF WORK OF MY RESPONSIBILITIES FOR PROJECT DESIGN. BY: $--~ DATE: .c.-/' U), U.. PHONE NO: (760)716-3100 REGISTRATION NO: #5299 EXPIRATION DATE: 01-31-24 THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPOE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. BY: > cu DATE: t-/, z_c:,. 2:L PREPARER WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIEN1f LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. BY:<.,,.., ~ PHONE NO: (760) 716-3100 DATE: "f .z.c,. 'lI-- REGISTRATION NO: #5299 EXPIRATION DATE: 01-31-24 BACKFLOW PREVENTER TESTING: ALL BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE BE GIVEN TO THE CITY AND WATER DISTRICT. CALL (760) 438-2722 TO OBTAIN APPROVED CONTRACT BACKFLOW TESTERS. PIPE BETWEEN THE METER AND BACKFLOW PPREVENTER SHALL BE "SCHEDULE K HARD COPPER". INSPECTION PROCEDURE: INSPECTION PROCEDURE: INSPECTION FOR THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF WORK, OR HIS DESIGNATED AGENT. REFER TC) THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THA LANDSCAP'E ARCHITECT WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "CERTIFICATION OF COMPLETION" FORM. A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. "FINAL LANDSCAPE CERTIFICATE FORM" email to :bp@dugmoredesignstudio.com LANDSCAPE INSPECTION REQUEST PHONE LINE:(760)436-7327 PRIOR TO BEGINNING LANDSCAPE WORK: THE CONTRACTOR SHALL CONTACT THE DESIGNER OF WORK PRIOR TO BEGINNING IIJ\NDSCAPE WORIK AND THE DESIGNER OF WORK SHALL REVIEW THE PROJECT UTILITY LOCATIONS AND) REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW AND PROTECT ALL UTILITIES FROM VIEW AND PROTECT ALL UTILITIES (ABOVE & BELOW GRADE) FROM INVASIVE PLANT GROW/TH AND ROOTS. DRAWING INDEX SHEET TITLE SHEET NO. COVER SHEET LPC2022-0005 DEV2022-0033 IRRIGATION SPECIFICATIONS PLANTING SPECIFICATIONS IRRIGATION PLAN HYDROZONE PLAN IRRIGATION DETAILS PLANTING PLAN 1 2 3 4 5 6 7 8 "AS BUil T" PLANTING DETAILS DATE REVIEWED BY: APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS INSPECTOR DATE I S1EET I CITY OF CARLSBAD rn PLANNING DIVISION 8 COVER SHEET FOR: KEMPER RESIDENCE 7133 AVIARA DRIVE CARLSBAD, CA 92011 A.P.N.: 215-610-28-00 APPROVE~r'J/j '(, I 1/i, lzz.. PLANNING 1l DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL REVIEWED BY L.A. CITY APPROVAL DWNBY: PROJECT NO. DRAWING NO. CHKD BY: LPC2022-0005 RVWDBY: DEV2022-0033 DWG 536-4L IRRIGATION SPECIFICATIONS PART 1.00 GENERAL 1.01 GENERAL REQUIREMENTS A. THE CONTRACTOR SHALL FURNISH ALL LABOR, TOOLS MACHINIERY, MATERIAL,, AND PROCESSES NECESSARY TO COMPLETE THE IRRIGATION SYSTEM DESCRIBED HEREIN AND SHOWN ON THE CONTRACT DOCUMENTS. B. CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH EXISTING COl\~DITIONS AND SITE RESTRICTIONS. 1.12 C. CONTRACTOR SHALL DETERMINE THE LOCATION AND DEPTH OF ALL SITE UTILIITIES. ANY UTILITY OR GRADING INFORMATION PROVIDED ON THE CONTRIACT DOCUMENT:S IS FOR THE CONTRACTOR'S REFERENCE. THERE IS NO GUARANTEE AS TO THE ACCURACY OF THE INFORMATION. CONTRACTOR SHALL LOCATE .'IND VERIFY UTILIITY LOCATIONS lTO HIS SATISFACTION. D. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL REPAIRS MADE NECESS1ARY BY THE NEGLIGENCE OF HIS CREWS. E. THE GENERAL AND SPECIAL CONDITIONS AND NOTES OF THE CONTRACT APPLY TO THE WORK OF THIS SECTION THE SAME AS THOUGH WRITTEN HEREIN. 1.02 ORDINANCES AND REGULATIONS, A. ALL LOCAL, MUNICIPAL AND STATE LAWS AND RULES & REGULJ/\TIONS GOVERNIING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR ANYTHING CONTAINED IN THE SPECIFICATIONS SHALL NOT BE CONSTRUED TO CONFLICT WITH ANY OF THE ABOVE RULES REGULATIONS, <OR CONTRACT CDOCUMENTS OF THE SAME. HOWEVER, WHEN THE SPECIFICATIONS AND OR CONTRACT DOCUMENTS CALL FOR, OR DESCRIBE MATERIALS, WORKMANSHIP OR CONSTRUCTION OF HIIGHER QUALITY, HIGf-ER STANDARDS OR A LARGER SIZE, SPECIFICATIONS AND OR CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE OVER THE REQUIREMENTS OF THE SA.ID RULE AND REGULATIONS. B. CONTRACTOR SHALL OBTAIN PERMITS AND PAY ALL FEES ASS<OCIATED WITH THE CONSTRUCTION OF THE IMPROVEMENTS. 1.03 SCOPE OF WORK A. THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, EQUIIPMENT AND TRANSPORTATION NECESSARY TO PERFORM THE WORK ON THE CONTRACT DOCUMENTS AND AS SPECIFIED HEREIN AND AS REQUIRED TO COMPLETE THE CONTRACT PROPERLY. B. THE CONTRACTOR SHALL PRCTECT THE WORK, ADJACENT PROPERTY AND THIE PUBLIC, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE, INJURY AND LOSS DUE TO HIS; ACTS OR NEGLECT. C. THE CONTRACTOR SHALL SUBMIT UNIT COSTS TO THE OWNER: FOR ADDITIONS OR DELETIONS TO THE CONTRACT DOCUMENTS. D. WORK NOT INCLUDED: N.I.C., 6Y OTHERS, EXISTING 1.04 SCHEDULE OF WORK A. UPON AWARD OF THE CONTRACT A WORK SCHEDULE SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR CARRYING OUT THE WORK.UPON APPROVAL,, NO MODIFICATIONS SHALL BE MAKE TO THIS SCHEDULE WITHOUT THE WRITTEN AIPPROVAL OF THE OWNER'S REPRESENTATIVE. B. FINISH GRADING AND LANDSCAPE INSTALLATION SCHEDULE OIR WORK SHALL BE PERFORMED DURING THOSE FERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTIICE. 1.13 1.05 COORDINATION 1.06 1.07 A. CONTRACTOR SHALL REPORT TO THE OWNERS REPRESENTATIVE ANY DEVIAlTIONS BETWEEN CONSTRUCTION CONTRACT DOCUIAENTS, SPECIFICATIONS, AND THE SITE. FAILURE TO DO SO PRIOR TO THE INSTALLATION OF THE IMPROVEMENTS AND !RESULTING IN REPLACING AND OR RELOCATING IMPROVEMENTS, SHALL BE AT THE CONTRACTORS EXPENSE. B. CARE SHALL BE TAKEN TO COORDINATE THE WORK AT ALL TIMIESWITH OTHER CONTRACTORS WORKING IN AND ADJACENT TD THE AREAS IN THIS CONTRACT. THIS IS TO INSURE AN ORDERLY AND EFFICIENT INSTALLATION PROCEDUIRE, AND TO MINIIMIZE CONFLICTS WITH OTHER CONSTRUCTION OPERATIONS. EXPLANATION OF CONTRACT DOCUMENTS 1.14 A. DUE TO THE SCALE OF CONTRACT DOCUMENTS, IT IS NOT POSSIBLE TO SHOW' ALL OFFSETS, FITTING, OR SLEEVES WHICH MAY BE REQUIRED. CAIREFULL Y INSPECT ALL CONDITION OF WORK ACCORCING TO THE ACTUAL SITE AND PILAN INSTALLATION ACCORDINGLY FURNISHING ALL PIPE AND FITTINGS TO MEET THE SYSTEMS REQUIREMENTS. CONTRACTOR SHALL REPORT ANY CONFLICTS PRIOR TO BEGl~\JNING WORK TO> THE OWNER'S REPRESENTATIVE. WORK SHALL BE INSTALLED IN SUCH A MANNER AS TO AVOID CONFLICTS BETWEEN IRRIGATION SYSTEMS, PLANTING AND ARCHITECTURAL FEATURES. SUBSTITUTIONS A. NO SUBSTITUTIONS OF IRRIG.'ITION EQUIPMENT OR OTHER CONSTRUCTION MATERIAL WILL BE PERMITTED WITHOUT THE WRITTEN PERMISSION OF THE LA\NDSCAPE ARCf-lllTECT. IF IRRIGATION EQUIPMENT SUBSTITUTIONS ARE ACCEPTED AND ARE OF LESS VALUE THEN THOSE SPECIFIED, THE CONTRACT PRICE WILL BE ADJUSTED IIN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACT. B. HANDLING OF PVC PIPE-EXERCISE CARE IN HANDLING, LOADING AND STORIING OF PVC PIPE .. ALL PVC PIPE SHALL BE TRANSPORTED IN A VEHICLE WHICH ALLOW LENGTHl OF PIPE TO LIE FLAT SO AS NOT TO SUBJECT IT TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOADS .. ALL SECTIONS OF PIPE THAT HAVE BEEN DENTED OR DAMAGED SHALL BED ISCARDED, AND IF INSTALLED, SHALL BE REMOVED AND REPLACED WITH NEIW PAVING PUBLIC SAFETY A. THE CONTRACTOR SHALL TAKE ALL PREC.I\UTIONS TO INSURE THE SAFETY OF ALL WORKERS, PEDESTRIANS AND ADJACENT PROPERTY IN ACCORDANCE WITH CALIFORNINOSHA REQUIREMENTS, THE LANDSCAPE ARCHITECT AND OR CONSULTANTS DlO NOT PRACTICE OR NOT PRACTICE OR CONSULT IN THE FIELD OF SAFETY ENGINEERING. THE LANDSCAPE ARCHITECT DOES NOT DIRECT THE CONTRACTORS OPERATl(J)NS AND IS NOT RESPONSIBLE FOR PERSONNEL OTHER THAN OUT OWN ON THE SITE. THE SAFETY OF OTHERS IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IF HE CONSIDERS ANY OF THE RECOMMENDED ACTIONS IN THE CONTRACT DOCUMENTS TO BE UNSAFE. B. PROTECTION OF PROPERTY 1. PRESERVE AND PROTECT ALL TREES, PLANTS, MONUMENTS, STRUCTURES, AND PAVED AREAS FORM DAMAGED DUE TO WORK OF THIS SECTION, IN THE EVENT DAMAGED DOES OCCUR, ALL DAMAGE SHALL BE COMPLETELY REPAIRED OR REPLACED TOI SATISFACTION OF OWNER AND PAID BY CONTRACTOR. 2. PROTECT BUILDINGS, WALKS, WALLS AND OTHER PROPERTY FROM DAMAGE. MARK AND BARRICADE OPEN DITCHES. DAMAGE CAUSED TO ASPHALT, CONCRETE, OIR OTHER BUILDING MATERIAL SURFACES SHALL BE REPAIRED OR REPLACED AT TO OWNER. RESTORE DISTURBED AREAS TO ORIGINAL CONDITION. REPLACEMENT OF PAVING AND CURBS -WHERE TRENCHES AND LINES CROSS EXISTING ROADWAYS, PATHS, CURBING, ETC, DAMAGE TO THESE SHALL BE KEPT TO A MINIMUM AND SHALL BE RESTORED TO ORIGINAL CONDITION. C. EXISTING TREE: 1. ALL TRENCHING OR OTHER WORK UNDER LIMB SPREAD OF ANY AND ALL EVERGREENS OR LOW BRANCHING DECIDUOUS MATERIAL SHALL BE DONE BY HAND OR !BY OTHER METHODS SO AS TO PREVENT DAMAGE TO LIMBS OR BRANJCHES. 2. WHERE IT IS NECESSARY TO EXCAVATE ADJACENT TO EXISTING TREES, ALL POSSIBLE CARE TO AVOID INJURY TO TREES AND TREE ROOTS. EXCAVATION, IN AREAS WHERE 2INCIH AND LARGER ROOTS OCCUR, SHALL BE DONE BY HAND.ROOTS 2 INCHES O>R LARGER IN DIAMETER, EXCEPT DIRECTLY IN THE PATH OF PIPE OF CONDUIT, SHALL BE TUNNELED UNDER AND SHALL BE HEAVILY WRAPPED WITH BURLAP TO PREVENT SCAIRRING OR EXCESSIVE DRYING. WHERE A TRENCHING MACHINE IS OPERATED CLOSE TO TREES HAVE SMALLER THAN 2INCHES I\J DIAMETER, WALL OF TRENCH ADJACENT TO TREE HAND TRIMMED, MAKING CLEAN CUTS THROUGf-ROOTS. ROOTS 1 INCH AND LAR<GER DIAMETER SHALL BE PAINTED WITH TWO COATS OF "TREE SEAL". TRENCHES ADJACEINT TO TREES SHALL BE CLOSED WITHIN 24 HOURS, AND WHEN THIS IS NOT POSSIBLE SIIDE OF TRENCH ADJACENT TO TREE SHALL BE KEPT SHADED WITH MOISTENED BURLAP OR CANVAS. D. PROTECTION AND REPAIR OF UNDERGROUND LINE 1. REQUEST PROPER UTILITY COMPANY TO STAKE EXACT LOCATION AND DEPTH OF ALL UNDERGROUND ELECTRIC, GAL OR TELEPHONE LINE. TAKE WHATEVER PR:ECAUTIONS ARE NECESSARY TO PROTECTTHESE UNDERGROUND LINE FROM DAMAGE. IN lTHE EVENT DAMAGE DOES OCCUR, ALL DAMAGE SHALL BE REPAIRED BY CONTRACTOIR, AND ALL COSlTS OF SUCH REPAIRS SHALL 3E PAID BY CONTRACTOR. WARRANTY i GUARANTEE A. THE ENTIRE SPRINKLER SYSTEM SHALL BE GUARANTEED BY THE LANDSC:APE CONTRACTOR AS TO MATERIAL AND WORKMANSHIP, INCLUDING SETTLINCG OF BACKFILLED AREAS AND TRENCHES FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK. B. SHOULD ANY OPERATIONAL DIFFICULTIES IN CONNECTION WITH THE SPRIINKLER SYSTEM DEVELOP WITHIN THE SPECIFIED GUARANTEE PERIOD, WHICH IN THE OPl~\JION OF THE OWNER MAY BE DUE TO IIJFERIOR MATERIAL ANDD/OR WORKMANSHIP, SA\ID DIFFICULTIES SHALL BE IMMEDIATELY CORRECTED BY THE LANDSCAPE CONTRACTOR TO THE SATISFACTION OF THE OWNER, AT NO ADDITIONAL COST. C. EXPENSES DUE TO VANDALISM PRIOR TO NOTICE OF COMPLETION SHALL BE BORNE BY CONTRACTOR. MAINTENANCE A. FURNISH THE FOLLOWING MAINTENANCE ITEMS TO OWNER PRIOR TO NOTICE OF COMPLETION: 1. (2) SETS OF SPECIAL TOOLS REQUIRED FOR REMOVING DISASSEMBLING, AND ADJUSTING EACH TYPE OF SPRINKLER HEAD VALVE SUPPLIED ON THIS PROJECT. 2. (2) KEYS FOR EACH AUTOMATIC CONTROLLER, LOCKING VALVE BOXES AND LOCKING QUICK COUPLER. 3. (4) IRRIGATION HEADS WITH NOZZLES (OF EACH TYPE USED) FOR EVERY HOO IRRIGATION HEADS USED. 4. OPERATION MANUALS FOR CONTROLLERS AND ANY OTHER EQUIPMENT USED PROJECT. 5. A REDUCED KEY MAP OF THE SITE HIGHLIGHTING EACH VALVE CONTROL A.REA WITH A DIFFERENT COLOR. THIS MAP SHALL BE LAMINATED AND SHALL FIT INSIDE OF THE CONTROLLER BOX. B. THE RIGHT TO CHANGE: THE LO,NDSCAPE ARCHITECT RESERVES THE RIGHT TO CHANGE PART 2.00 MATERIALS 1.08 1.09 1.10 1.11 THE MANUFACTURER, MODEL ,",ND/OR SIZES OF IRRIGATION EQUIPMENT TO BE FURNISHED, 2.01 PIPE AND FITTINGS PROVIDED THAT THE COST OF SUCH EQUIPMENT CHANGES TO THE ORIGINAL BID. THE A. MAIN LINES (CONSTANT PRESSURE) 2" AN) LARGER SHALL BE POL YVINYL--CHLORIDE (PVC) CONTRACTOR SHALL BE NOTIFIED AND THE CHANGES CONFIRIMED IN WRITING PRIOR TO 1120-160/200 P.S.I. CLASS 315 WITH SOLVENT WELD CONNECTIONS; 1-1/2" AND SMALLER THE IRRIGATION INSTALLATIOII OPERATION COMMENCING. CHANGES IN ANY IRtRIGA TION SHALL BE PVC SCHEDULE 40. EQUIPMENT FURNISHED THAT REQUIRES A REDUCTION OR ADIDITION IN COST SHALL 1. SOLVENT WELD MAINLINE:AT CHANGES IN DIRECTION OR !BRANCHES MAINIS, USE REQUIRE AN ADJUSTMENT IN THE CONTRACT COST. APPROPRIATE SCHEDULE40 PVC FITTINGS AS APPROVED BY THE UNIFOR~\/1 PLUMBING CODE. REJECTIONS A. ANY IRRIGATION EQUIPMENT AND OF WORK MO,Y BE REJECTED IF INTHE OPINION OF THE OWNER'S REPRESENTATIVE SUCH DOES NOT MEET THE REQUIIREMENT AND THE SPECIFICATIOl~S. ALL REJECTED WORK AND OR IRRIGATION EQUIPMENT SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR AT HIS EXPENISE. REJECTED VNORK SHALL BE REDONE INA TIMELY MANNER AND APPROVED BY THE OWNER'S REPRESENITATIVE. SUBMITTAL$ A. SUBSTITUTIONS: SUBMIT 3 COP ES OF THE CATALOG INFORMATION ON MATERIAL WHICH ARE TO BE 2.02 SUBMITTED FOR SUBSTITUTIO\J. COMPLETE MATERIAL LIST SHALL BE SUBMITTED PRIOR TO PERFORMING ANY WORK. NO SUBSTITUTION WILL BE PERMITTED WITHOUT PRIIOR WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT. RECORD CONTRACT DOCUMENTS (AS-BUILT) INFORMATION A. A SET OF CONTRACT DOCUMENTS SHALL BE KEPT AT THE SITE OFFICE DURING CONSTRUCTION. ALL WORK THAT IS INSTALLED SHALL BE REVIEWED FOR CONIFORMANCE WITH THE COi\ TRACT DOCUMENTS. IF NEW WORK OF WORK AS SHOWN ON THE CONTRACT 2.03 DOCUMENTS IS DIFFERENT. THE CONTRACTOR SHALL NOTE THE INSTALLATION RECORD DRAWING. THE MARKED CONTRACT DOCUMENTS SHALL BE KEIPT CURRENT AS THE WORK PROGRESSES AND SHALL BE AVAILABLE FOR INSPECTION BY THE OWNER'S REPRESENTATIVE UPON REQUEST. AT 2 WEEKS PRIOR TO THE "NOTICE OF COfMPLETION". THESE OR A COPY OF THE AS-3UIL T CONTRACT DOCUMENTS SHALL BE DELIVERED TO THE LANDSCAPE ARCHITECT. FINAL IRRIGATION AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND SIGNED BY TH:: CITY PRIOR TO PLANNING DEPIARTMENT SIGNING THE PERMIT CARD. DELIVERY, STORAGE, AND HANDLING A. DELIVER, UNLOAD, STORE, AND HANDLE MATERIALS, PACKAGING, BUNDLING, PRODUCTS, IN DR, WEATHERPROOF, WATERPROOF CONDITIJN IN MANNER TO PREVENT DAI\/AAGE, BREAKAGE, DETERIORATION, INTRUSION, INTRUSION, IGNITION, EXCESSIVE E)l(POSURE TO SUN, AND VANDALISM. DELIVER IN ORIGINAL UNOPENED PACKAGING CONTAINIERS PROMINENTLY DISPLAYING MANUFACTURER IJAME, VOLUME, QUANTITY, CONTENTS, INSTRUCTIONS, AND CONFORMANCE TO LOCAL, STATE, AND FEDERAL LAW. RIEMOVE AND REPLACE CRACKED, BROKEN OR CONTAMINATED ITEMS OR EILEMENTS PREMATURELY EXPOSED TO MOISTURE. INCLEMENT WEATHER SNOW, ICE, TEMPERATURE EXTREMES, FIRE, OR JOB SITE DAMAGE. B. LATERAL LINE (NON-PRESSURE) 3/4" AND LARGER SHALL BE SCH. 40 PVC P'LASTIC PIPE. 1. SOLVENT WELD LATERAL LINE: AT CHANGES IN DIRECTION OR BRANCH MA.INS, USE APPROPRIATE SCH. 40 PVC FITTINGS AS APPROVED BY THE UNIFORM PLUl\ilBING CODE. C. FLEXIBLE TUBING SHALL BE PVC FLEXIBLE AS SPECIFIED IIN CONTRACT DOCUMENTS. D. CONNECTIONS BETWEEN MAIN LINES AND REMOTE CONTROL VALVES SHA1LL BE OF SCH.BO PVC THREADED BOTH ENDS NIPPLES AND FITTINGS. E. RISER SHALL BE AS FOLLOW: SCHEDULE EO PVC THREADED NIPPLES AND SCHEDULE 80 ELLS AS SHOWN IN THE CONSTRUCTION DIETAILS. MISCELLANEOUS INSTALLATION MATERIALS A. SOLVENT CEMENT AND PRIMER FOR SOLVENT WELD JOINTS SHALL BE OF MAKE AND TYPE APPROVED BY MANUFACTURER($) OF PIPE AND FITTINGS. CEMENT SHALL BE MAINTAINED /AT PROPER CONSISTENCY THROUGHOUT USE. B. PIPE JOINT COMPOUND SHALL BE NON.HARDENING, NO TOXIC MATERIALS DESIGNED SPECIFICALLY FOR USE ON THREADED CCNNECTIONS IN WATER CARRYIN(G PIPE. PERFORMANCE SHALL BE SAME AS TEFLOIN TAPE. MISCELLANEOUS EQUIPMENT A. PROVIDE ALL EQUIPMENT CALLED FOR BY THE CONTRACT DOCUMENTS. B. VALVE BOXES: 1. MANUAL VALVES, DRIP LINE BLOW-OUT STUBS, AND WIRE SPLICE BOX-10 AND 6" RAINBIRD· ROUND BOX. 2. J INCH THROUGH 2 INCH CONTROL VALVES -RAINBIRD12" STANDARD BOX. 3. DRIP VALVE ASSEMBLIES· RAINBIRD 12" STANDARD BOX. C. ELECTRICAL CONTROL WIRING. 1. LOW VOLTAGE. D. ELECTRICAL CONTROL WIRE -AWG UF UL APPROVED NO 14 GAUGE DIRECT BURIAL COPPER WIRE FOR ALL COMMON WIRES. E. WIRE COLORS: 1. CONTROL WIRES -RED. 2. COMMON WIRES -WHITE. 3. MASTER VALVE WIRE -BLUE 4. SPARE WIRES -GREEN (LABELED AT TERMINATIONIS). F. IF MULTIPLE CONTROLLERS AREL TILIZED AND WIRE PATHS OF DIFFERENT CONTROLLERS CROSS EACH OTHER, BOTH COMMON AND CONTROL WIRES FROM EACH CONTROLLER SHALL BE DIFFERENT COLORS APPROVED BY LANDSCAPE ARCHITIECT. G. CONTROL WIRE C::>NNECTION SHALL BE MADE WITH 3M DIRECT BURY SPLICE, RAl~\JBIRD PENTITE CONNECTORS, OR SIMILAR DRY METHOD .. H. ELECTRIC CONTRDL VALVES-AS SPECIFIED IN CONTRACT DOCUMIENTS. I. SPRINKLER HEADS-AS SPECIFIED IN CONTRACT DOCUMENTS. FABRICATE RISER 3.07 UNITS IN ACCORDANCE WITH DETAILS IN CONTRACT DOCUMENTS. -WITH RISER NIPPLES OF SAME SIZE AS RISER OPENING IN SPRINKLER BODY. J. PRESSURE GAUGES -SHALL BE AS SPECIFIED IN CONTRACT DOCU'MENTS. K. STRAINER -SHALL BE AS SPECIFIED IN CONTRACT DOCUMENTS. L. PRESSURE REDUCING VALVE AS SPECIFIED IN CONTRACT DOCUMENTS M. AUTOMATIC CONTROLLER -AS SPECIFIED IN CONTRACT DOCUMENTS. N. BALL VALVES -AS SPECIFIED IN CONTRACT DOCUMENTS. 0. BACKFLOW PREVENTION DEVICE· AS SPECIFIED IN CONTRACT DOCUMENTS. 3.08 PART 3.00-INSTALLATION 3.01 PREPARATION A. SCHEDULE AND COORDINATE PLACEMENT OF EQUIPMENT IN A MANNER TO EFFECT THE EARLIEST COMPLETION OF WORK IN CONFORMANCE WITH CONSTRUCTION AND PROIGRESS SCHEDULE. 3.02 LAYOUT A. LAYOUT WORK AS ACCURATELY AS POSSIBLE IN ACCORDANCE WITH DIAGRAMMATIC CONTRACT DOCUMENTS, WHERE CONDITIONS DO NOT PERMIT LOCATION OF PIPINIG, VALVES AND HEADS WHERE SHOWN NOTIFY LANDSCAPE ARCHITE<CT IMMEDIATEL Yr AN DETERMINE RELOCATION IN JOINT CONFERENCE. B. RUN PIPELINES AND AUTOMATIC CONTROL WIRING IN COMMON TR:ENCHES WHEREVER PRACTICAL. 3.03 EXCAVATING AND TRENCHING A. INSTALL SLEEVING UNDER EXISTIIJG ASPHALT PAVING AND CONCRETE WALKS TO ACCOMMODATE PIPING AND WIRINIG. B. TRENCHING -TRENCH EXCAVATION SHALL FOLLOl'V, AS MUCH AS POSSIBLE LAYOUJT SHOWN IN CONTRACT DOCUMENTS. DIG TRENCHES STRAIGHT AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH. TRENCH BOTTOM SHALL BE CLEAN AND SMOOTH WITH AILL ROCK AND ORGANIC DEBRIS REMOVED. ~RESSURE SUPPLY LINE TRENCHES SHALL BE Q\VER EXCAVATED AS REQUIRED TO ALLDW FOR BEDDING MATERIAL. 1. CLEARANCES: A. PIPING SMALLER THAN 3 INCHES -TRENCHES SHALL HAVE A MINIMIUM WIDTH OF 7 INCHES B. LINE CLEARANCE-~ROVIDE NOT LESS THAN 6 INCHES OF CLEARANICE BETWEEN EACH LINE, AND NOT LESS THAN 12 INCHES OF CLEARANCE BETWEEN LINES OIF OTHER TRADES. 2. PIPE AND WIRE DEPTH: A. PRESSURE SUPPLY PIPING -18 INCHES FROM TOP OF PIPE TO FINI SHED GRADE. B. NON-PRESSURE PIPING (POP-UP) -12 INCHES FROM TOP OF PIPE TO FINISHED GRA\DE. C. CONTROL WIRING-SIDE OF PRESSURE ASSEMBLY" LINE. 3. BORING WILL BE PERMITTED ONLY WHERE PIPE MUST PASS UNDER OBSTRUCTIONS WHICH 3.09 CANNOT BE REMOVED. IN BACKFILLING BORE, FINAL DENSITY OF B,ACKFILL SHALL IMATCH THAT OF SURROUIJDING SOIL. IT IS ACCEPTABLE TUSE SLEEVES OIF SUITABLE DIAIMETER INSTALLED FIRST BY JACKING OR BORING, AND PIPE LAIN THROUGH SLEEVES. OBSERVE SAME PRECAUTIONS AS THOUGH PIPE WERE INSTALLED IN OPEN TRENCH. 3.04 ASSEMBLING PIPELINES A. ALL PIPE SHALL BE ASSEMBLED FREE FROM DIRT .O.ND PIPE SCALE. FIELD CUT ENDIS SHALL BE REAMED ONLY TO FULL DIAMETER WITH ROUGHED EDGES AND BURRS REMOVED. 3.10 B. SOLVENT WELD JOINT: EACH INSTALLER SHALL BE PROPERLY TRA.INED IN TECHNIQUES FOR MAKING CORRECT JOINTS PRIOR TO PERFORMING WORK ON THE SITE: 1. PREPARE JOINT Bv FIRST MAKING SURE THE PIPE END IS SQUARE, THEN DEBURRING THE PIPE END AND CLEANING PIPE AND FITTING OF DIRT, DUST AND M(J)ISTURE. 2. SNAKE PIPE IN TRENCH AS MUCH AS POSSIBLE TO ALLOW FOR EXPANSION AND CONTRACTION. 3. DRY-INSERT PIPE INTO FITTING TO CHECK FOR MIS-SIZING. PIPE SHOULD ENTER FITTING 1/3- TO 2/3-DEPTH OF SOCKET. 4. LAY PIPE AND MAKE ALL PLASTIC TO PLASTIC JOINTS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 5. SOLVENT WELD JOINTS SHALL BE 1/lADE BY PROCESS AND MATERIALS AS RECOMMIENDED BY THE MANUFACTURER. 6. CURE JOINT A MINIMUM OF THIRT'i (30) MINUTES BEFORE HANDLINrG AND AT LEAST (24) HOURS BEFORE ALLOWING WATER IN THE PIPE. C. THREADED JOINT: 1. FIELD THREADING OF PLASTIC OR FITTINGS IS NOT PERMITTED FACTORY FORMED THREADS ONLY WILL BE PERMITTED. 2. FACTORY MADE NIPPLES SHALL BE USED WHEREVER POSSIBLE, FIIELD-CUT THREAD IN METALLIC PIPE WILL BE PERMITTED ONLY WHERE I\BSOLUTELY NE:CESSARY WHENI FILED 3.11 THREADING, CUT-HREADS ACCURATELY ON AXIS WITH SHARP DIES. 3. ALL THREADED JOINTS SHALL BE MADE UP WITH PIPE JOINT COMPOUND. APPLY COMPOUND TO MALE THREADS ONLY. 4. WHERE ASSEMBLI\JG METALLIC PIPE TO METALLIC PIPE FITTING OR VALVE, NO MOIRE THAN THREE(3) FULL THREADS SHALL BE VISIBLE WHEN JOINT IS MAKE UIP. 5. WHERE ASSEMBLING SOFT METAL(BRASS OR COPPER) OR PLASTIC PIPE, USE STRtAP TYPE FRICTION WRENCH ONLY DO NOT USE METAL-JAW[) WRENCH. D. CAP OR PLUG OPENINGS AS PIPELINE IS ASSEMBLED TO PREVENT ENTRANCE OF DIRT OBSTRUCTION. REMOVE CAPS OR PLUGS ONLY WHEN NECESSARY TO CONTINUE ASSEMBLY E. WHERE PIPES OR CONTROL WIRES PASS THROUGH SLEEVES PROWIDE REMOVABLE NON-DECAYING PLUG AT ENDS OF SLEEVE TO PREVENT ENTRANCIE OF EARTH. 3.05 REMOTE CONTROL VALVES A. INSTALL WHERE SHOWN IN CONTRACT DOCUMENTS AND GROUP TOGETHER WHERE PRACTICAL. LIMIT ::>NE REMOTE CONTROL VALVE P'ER BOX. B. LOCATE VALVE BOXES 12" FROM AND PERPENDICULAR TO WALK EIDGES, BUILDING;$ AND 3.12 WALLS, PROVIDE 6" BETWEEN VALVE BOXES WHERE VALVES ARE GROUPED TOGETHER. C. THOROUGHLY FLUSH MAIN LINE B::FORE INSTALLIING VALVE. D. INSTALL IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. E. LABEL CONTROL LINE WIRE AT EACH VALVE WITH A 2-1/4"x2-3/4" POLYURETHANE ID>. TAG, INDICATING IDENTIFICATION NUMBER OF VALVE (CONTROLLER AND STATION NUMBER). ATTACH LABEL TO CONTROL WIRE AND LOCATE INSIDE VALVE BOX:. F. INSTALL VALVE BOXES FLUSH WITH GRADE IN LAWN AREAS AND 2" ABOVE GRADE IIN SHRUB AREAS. 3.06 AUTOMATIC CONTROL WIRING C. CONNECTIONS SHALL BE MADE BY CRIMPING WIRES WITH BRASS CONN EC.TORS AND SEALING WITH EPOXY RESIN SEALER PACKS. D. SPLICING WILL NOT BE PERMITTED BETWEEN VALVES AIND CONTROLLER. E. WHERE CONTROL LINES PASS UNDER PAVING, THEY SHALL PASS THROUGH SCHEDULE 40 ELECTRICAL PVC CONDUIT. F. (INSTALL ALL CONTROL WIRE SPLICES NOT OCCURRING AT CONTROL VALVE IN A SEPARATE SPLICE VALVE BOX). NOT APPLICABLE TO THIS CONTRACT -OMIT G. INSTALL ONE CONTROL WIRE FOR EACH CONTROL VALV/E. H. RUN (1)SPARE, NO. 14 GAUGE WIRE FROM CONTROLLER PEDESTAL TO !EACH ELECTRIC/AL CONTROL VALVE MANIFOLD ON EACH AND EVERY LEG OF PRESSURE SUPPLY LINE I. LABEL SPARE WIRES AT CONTROLLER AND WIRE STUB BOX. AUTOMATIC CONTROLLER A. PROVIDE AND INSTALL AUTOMATIC IRRIGATION CONTROLLER IN APPROXIMATE LOCATIONS SHOWN IN CONTRACT DOCUMENTS. VERIFY THE EKACT LOCATION ON THE SIT.E WITH THE LANDSCIAPE ARCHITECT. PROVIDE CONDUIT AND WIRE AND CONIJECT TO 120 VOLT SWITCH (POWER BY OTHERS) ACCESSIBLE TO> CONTROLLER FOR EASE OF MAINTENANICE. B. CONNECT CONTROL LINES TO CONTROLLER IN SEQUENTIAL ARRANGEMIENT ACCORDING TO ASSIGNED IDENTIFICATION NUMBER OF VALVE. EACH CONTROL LINE WIRE SHALL BIE LABELED AT C:ONTROLLER WITH A PERMANENT NON-FADING LABEL INDICATING STATION NUMBER OF VALVE CONTROLLED. ATTACH LABEL TO CONTROL WIRE. BACKFILLING A. BACKFILLING -DO NOT BEGIN BACKFILLING OPERATIONS UNTIL REQUIRED SYSTEM TESTS HAVE BEEN COMPLETED. LEAVE TRENCHES SLIGHT_Y MOUNDED TO ALLOW RE SETTLEMENT AFTER BACKFILLING IS, COMPLETED. TRENCHES SHALL BE FINISH GRADED PRIOR TO WALK-TR(J)UGH OF SYSTE~v1 BY LANDSCAPE ARCHITECT. 1. MATERIALS -EXCAVATED MATERIAL IS GENERALLY CONSIDERED SATISFACTORY FOR BACKFILL PURPOSES AFTER COMPETING BEDDING REQUIREMENTS. BACKFILL MATERIAL SHALL BE FREE OF RUBBISH, VEGETABLE I\/IATTER, FROZEN MATERIALS, AND STONES LARGER THAN 2 INCHIES IN MAXIMUM DIMENSIONS. DO NOT MIX SUBSOIL WITH TOPSOIL. MATERIAL NOT SUITABLE FOR BACKFILL SHALL BE HAULED AWAY. CONTRACTOR SHALL PROVIDE SUITABLE BACKFILL IF EXCAVATED MATEIIRIAL IS COMPACTION AND FINAL GRADE REQUIREMENTS. 2. OPEN EXCAVATIONS SHALL BE PROTECTED IN ACCORDANCE WITH OSHA REGULATIONS .. 3. COMPACT BACKFILL TO 90% MAXIMUM DENSITY IN 6" LIFTS DETERMINE[)) IN ACCORDANCE WITH ASTM D155-7 UTILIZING THE FOLLOWING METHIODS: B. MECHANICAL TAMPING. C. PUDDLING OR PONDING, PUDDLING OR PONDING AND CR.JETTING IS PROHIBITED WITHIIN 10'-0" OF OR FOUNDATION WALLS. D. PIPING UNDER PAVING: 1. PROVIDE FOR A MINIMUM OF 36 INCHES BETWEEN THE TIP OF THE PIPE AND BOTTOM OF THE AGGREGATED BASE FOR ALL PRESSURE AND NON PR.ESSURE PIPING INSTALLED UNCER ASPHAL TIC CONCRETE OR CONCRETE PAVINIG. 2. PIPING LOCATED UNDER AREAS AREAS WHERE ASPHALT OR CONCRETE PAVING WILL BE INSTALLED SHALL BE BEDDED Wi/lTH CONSTRUCTION GRADE SAND OR SQUEEGEE (A LAYER 6 INCHES BELOW PIPE AND 4 INCHES ABOVE PIPE). 3. COMPACTED BACKFILL MATERIAL IN 6 INCHES LIFT AT 95% MAXIMUM DENSITY DETERMINIED IN ACCORDANCE WITH ASTI\III D1557 USING MANUAL OR MECHANICAL TAMPING DEVICES. 4 CONTROLLER WIRES LOCATED UNDER STREETS OR OTHER PERMANENT IMPROVEMENTS SHALL BE INST1ALLED IN THE SEPARATE PVC CORRESPONDING TO THE TYPE DEPTH SPECIFIED ABOVE. 5. SET IN PLACE, CAP, AND PRESSURE TEST ALL PIPING UNDER PAVING IN PRESENCE OF O,WNER PRIOR T(J) BACKFILLING AIND PAVING OPERATIONS. 6. PIPING UNDER EXISTING WALKS OR CONCRETE PAVEMENT SHALL BE DONE BY JACKING,, BORING OR HYDRAULIC DRIVIN(G BUT WHERE CUTTING OR BREAKING OF WALKS AND OR CONCRETE IS NECESSARY IT SHALL BE DONE AND REPLACED AT NO <COST TO OWNER. OBTAIN PERMISSION AND PRIOR APPROVAL TO CUT OR BREAK WALKS AND/OR CONCRETE FRO OWNER. SPRINKLER HEADS A. THOROUGHLY FLUSH LI\JES BEFORE INSTALLING HEADS.. B. LOCATE HEADS AS SHOWN IN THE CONTRACT DOCUMEIJTS AND DETAILS AND NO CLOSER THAN 12" TO BUILDINGS. C. ADJUST SPRINKLER HEADS FOR PROPER DISTRIBUTION AND TRIM NO TO SPRAY ONTO WALKS, BUILDINGS, ETC. D. ADJUST PART CIRCLE HEADS FOR PROPER COVERAGE. PLANT REPLACEMENT SHALL N(J)T INTERFERE W'ITH INTENDED SPRINKLER HEAD COVERAGE,. PIPING OR OTHER EQUIPMENT. CONSULTANT MAY REQUEST NOZZLE CHA\NGES OR ADJUSTMENTS, WITHOUT ADDITIONAL COASTS TO THE (J)WNER. TESTS A. NOTIFY LANDSCAPE ARCHITECT AT LEAST 48HOURS IN ADVANCE OF TESTING. B. PERFORM TESTING AT CONTRACTORS OWN EXPENSE. C. CENTER LOAD PIPING WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING OR SLIPPING UNDER PRESSURE. NO FllTTING SHALL BE COVERED. D. FLUSHIIJG-AFTER PIPING, RISERS, AND VALVES ARE IN PLACE AND CONNECTED, BUT PRIOR TO INSTALLATION OF SPRINIKLER HEADS, THOROUGHLY FLUSH PIPING SYSTEM UNDER FILL HEAD WATER PRESSURE FR(J)M DEAD END FllTTINGS. MAINTAIIN FLUSHING FOR 5 MINUTES THOUGH FURTHERMOST VALVE. CAP RISERS AFTER FLUSHINIG. E. APPLY THE FOLLOWING TESTS AFTER S::>LVENT WELD PLASTIC PIPE JOINTS HAVE CURE[) AT LEAST 24 HIOURS. F. TESTING-CONDUCT TESTS IN PRESENC:: OF LANDSCAP:: ARCHITECT. ARRANGE FOR PRESENCE OF LANIDSCAPE ARCHITECT, 48 HOURS IN ADVANCE OF TESTING. SUPPLY FORCE PUMP AND ALL OTHIER TEST EQUIPl\iAENT. 1. AFTER BACKFILLING, AND INSTALLATION OF ALL CONTROL VALVES, FILL IN PRESENCE OF LANDSCAPE ARCHITECT WITH WATER, AND PRESSURIZE TO 40 P.S.I. OVER THE DESIGNATED STATIC PRESSURE OR 125 P.S.I. WHICHEVER IS GREATER FOR A PERIOD OF 6 HOURS. 2. LEAKAGE, PRESSURE LOSS -TEST IS ACCEPTABLE IF NO LEAKAGE OR LOSS OF PRESSURE IS EVIDENT DIURING TEST PEIRIOD. 3. LEAKS-DETECT AND REPAIR LEAKS. 4. RETEST SYSTEM UNTIL TEST PRESSURE CAN BE MAINTAINED FOR DURA.TION OF TEST. 5. TEST REMOTELY CONTPDLLED LATERAL LINES WITH W.'ITER AT 100 P.S.I. FOR2 HOURS AND VISUALLY INISPECT FOR LEAKS. RETEST AFTER CORRECTING DEFECTS. ADJUSTING A. UPON COMPLETION OF INSTALLATION, "FINE-TUNE" ENTIRE SYSTEM BY REGULATING VAIi.VE$, ADJUSTIN<G PATTERNS AND BREAK-UP ARMS/SCREWS, AND SETTING PRESSURE REDUCING VALVES AT PROPER PRESSURE TO PROVIDJE OPTIMUM AND EFFICIENT COVERAGE. FLUSH AND ADJUST ALL SPRINKLERS HEADS FOR OPTIMUM AND EFFICIENT COVERAGE. FLUSH ANDI ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS ROADWAYS, AIND B UILDINGS. HEADS OF THE SAME TYPE SHALL BE OPERATING AT SAME PRESSURE. B. IF IT IS DETERMINED THO.T IRRIGATION ADJUSTMENTS WILL PROVIDE PR<OPER AND MORE ADEQUATE COVERAGE, MAKE SUCH ADJUSTMENTS PRIOR TO NOTICE OF COMPLETIION AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS MAY ALSO INCLUDE CHANGES IIJ NOZZLE SIZES, DEGREES OF ARC, AND CONTROL VALVE THROTTLING. C. ALL SPRINKLER HEADS SHALL BE SET P::RPENDICULAR TO FINISH GRADE UNLESS OTHERWISE DESIGNATED. D. ARES WHICH DO NOT CONFORM TO DESIGNATED OPERATION REQUIREI\/AENTS DUE TO UINAUTHORIZED CHANGES OR POOR INSTALLATION PRACTICES SHALL BE IMMEDIATELY CORRECTED AT INO ADDITIONAL COAST TO THE OWNER. CLEANING A. MAINTAIN CONTINUOUS CLEANING OPERATION THROUGHOUT WORK. DISPOSE OF, OFF-STE AT LEGAL DISPOSAL SITE AND AT IJO ADDITIONAL COST TO OWNER, ALL THRASH OIR DEBRIS GENEIRATED BY INSTALLATION OF IRRIGATION SYSTEM. LPC.2022-0005 -END OF SECTION-DEV2022-0033 "AS BUil T" P.E. __ _ EXP. ___ _ DATE REVIEWED BY: A. RUN WIRING ALONG PRESSURIZED MAINLINES WHIEREVER PRACTICAL.TIE W RES IN BUNDLES WITH PIPE WRAPPING TAPE AT 10' INTERVALS AND ALLOW SLACK FOR C:ONTRACTION BETWEEN STRAPPING. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS INSPECTOR DATE B. LOOP A MINIMUM OF THREE (3) FE::T OF EXTRA WIIRE IN EACH VALVE BOX; MOTH CONTROL WIRE AND GROUND VNIRE. S.R. CLARKE LANDSCAPE ARCHITECTURE & DEVELOPEMENT 110 COPPERWOOD WAY# P OCEANSIDE CA 92058 760-716 3100 CA LLA#5299 N .5299 ~ STAl/O"'OAlF. ~-2.b- RENEWAL DAI'[ 1-----+--------------+---+---+---+--, I SH2EET I CITY OF CARLSBAD I SHEBETS I PLANNING DIVISION ;:IR:::::R:::::l:;:G=A:::::T:_;10:::N=S;:::;P;:::;E;:::;C:::IF:::::l::::CA=T:::::IO::::::NS::;:;::FO::;:;::R=: =====::::....::==::::::; KEMPER RESIDENCE 7133 AVIARA DRIVE CARLSBAD, CA 92011 A.P.N.: 215-610-28-00 l---+----+-----------+--+----+--+-----1 I APPROVED.A i<i. ~ 4/47 IZ,1- _PLANNING DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION REVIEWED BY L.A. CITY APPROVAL OWNBY: __ _ CHKDBY: --- RVWD BY: PROJECT NO. LPC2022-0005 DEV2022-0033 DRAWING NO. DWG 536-4L PLANTING SPECIFICATIONS PART I GENERAL 1.01 GENERAL REQUIREMENTS 1.02 1.03 1.04 1.05 1.06 1.07 1.08 1.09 A. CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WIITH EXISTING CONDITIONS AND SITE RESTRICTIONS. B. CONTRACTOR SHALL DETERMINE THE LOCATION AND DEPTH OF ALL SITE UTILITIES ANY UTILITY OR GRADING INFORMATION PROVIDED ON THE CONTRACT DOCUMENTS IS FOR THE CO1JTRACTOR'S REFERENCE. THERE IS NO GUARANlTEE AS TO THE ACCURACY OF THE INFORMATION. CONTRACTOR SHALL LOCATE A.ND VERIFY UTILITY LOCATIONS TO HIS SATISFAClTIONS. C. CONTRACTO~ SHALL BE HELD RESPONSIBLE FOR ALL REPAIRS MADE NECESSARY BY THE NEGLIGENCE OF HIS CREWS. D. THE GENERAL AND SPECIAL CONDITIONS AND NOTES OF THE CONTRACT APPLY TO THE WORK OF THIS SECTION THE SAME AS THOUGH WRITTEN HEREIN. E. THE LANDSCAPE ARCHIT_ECT SHALL BE NOTIFIED PRIOR TO BIEGINNING WORK AS TO ANY DISCREPANCIES BETWEEN THE RECOMMENDATIONS ON THE CONTRACT DOCUMENTS AND THE SITE CONDITIONS UNCER WHICH WORK IS TO BE PERFCORMED. ORDINANCES AIJD REGULATIONS. A. ALL LOCAL, MUNICIPAL AND SATE LAWS AND RULES & REGULATIONS GOVERNJING OR RELATING TC ANY PORTION OF THIS WORK A~E HEREBY INCORPORATED INTO AND MADE PART OR THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BE THE CONTRACTOR. ANYTHING CONTAINED IN THE SPECIFICATIONS SHALL NOT BE CONSTRUED TO CONFLICT WITH ANY OF THE ABOVE RULES, REGULATIONS OR REQUIREI/IENTS OF THE SAME. HOWEVER, WHEN THE SPECIFICATIONS ANJD/OR DRAWINGS CALL FOR, OR DESCRIBE MATERIALS, WORKMAN$ HIP OR CONSTRIUCTION OF BETTER CUALITY, HIGHER STANDARDS OR A LARGER SIZE, SPECIFICATIOtNS AND/OR DRAWINGS SHALL T!'.KE PRECEDENCE OVER THE REQUIREMENTS OF THE SAID RULES AND REGULATIONS. B. CONTRACTOR SHALL OBTAIN PERMITS AND PAY ALL FEES ASSOCIATED WITH THE CONSTRUCTION OF THE IMPROVEMENTS. SCOPE OF WORK A. THE WORK INCLUDES ALL SERVICES, LABOR MATERIALS, EQUJIPMENT AND TRANSPORTATION NECESSARY TO PERFORM THE WORK ON THE CONTRACT DOCUMENTS AND AS SPECIFIED HEREIN AND AS REQUIRED T<O COMPLETE THIE CONTRACT PROPERLY. B. THE CONTRACTOR SHALL PROTECT THE WORK, ADJACENT PROPERTY AND TIHE PUBLIC, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE, INJURY AND LOSS DlUE TO HIS ACTS OR NEGLECT. C. THE CONTRACTOR SHALL SUBMIT UNIT COST'S TO THE OWNER FOR ADDITIO~~S OR DELETIONS TO THE CONTRACT DRAWINGS. D. WORK NOT INCLUDED: N.I.C., BY OTHERS, EXl:STING. DEFINITIONS A. LANDSCAPE ARCHITECT: QUALIFIED PROFESSIONAL OVERSEIEING CONSTRUCTION AND INSTALLATION OF ALL LANDSCAPE WORK AS IDENTIFIED IN THE CONSTRllJCTION DOCUMENTS. CONTRACTOR SHALL CONTACT OWNER TO ASC:ERTAIN NAME OF INDIVIDUAL CR FIRM APPOINTED AS THE OVERSEEING PARTY .. SCHEDULE OF WORK A. UPON AWARD OF THE CONTRACT A WORK SCHEDULE SHALL IBE SUBMITTED lfO THE LANDSCAPE ARCHITECT FOR CARRYING OUT THE WORK. UPO>N APPROVAL, N<O MODIFICATIONS SHALL BE MADE TO THIS SCHEDULE WITHOUT WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. B. FINISH GRADING AND LANDSCAPE INSTALLATION SCHEDULE OF WORK SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITION:$ ARE SUITABLE, IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE. COORDINATION A. CONTRACTOR SHALL REPORT TO THE LANDSCAPE ARCHITEC:T ANY DEVIATIONS BETWEEN CONSTRUCTION DOCUMENTS, SPECIFICATIONS, AND THE SITE. FAIILURE TO DO SO PRIOR TO THE INSTAL_ATION OF THE MPROVEMENTS AND RESULTING IN REPLACING, AND/OR RELOCATING IMPROVEMENTS, SHALL BE AT THE CONTRACTOR'S EXPENSE. B. CARE SHALL BE TAKEN TO COORDINATE THE WORK AT ALL TIIMES WITH OTHERS CONTRACTOR'S WORKING IN AND ADJACENT TO THE AREAS JIN THIS CONTRACT. THIS JS TO INSURE AN ORDERLY AIJD EFFICIENT INSTALLATION PROCEDURE, AND TO MINIMIZE COIJFLICTS WITH OTHER CONSTRUCTION OPERATIONS. STANDARDS A. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH SOUND NURSERY PRACTIICE. PLANTING SHALL BE PERFORMED BY PERSONNEL FAMILIAR \MITH PLANTING PROCEDURES AND UNDER THE SUPERVISION OF A QUALIFIED PLANTING FORIEMAN. THE CONTRACTOR SHALL PROVIDE THE NAME, ADDRESS AND> PHONE NUMBEIR OF THE JOB SUPERVISOR FOR 24 HOUR AVAILABILITY. THE SUPERVISOR SHALL B:E ON THE JOB SITE WHEN EVER PLANTING IS IN PRCOCESS. B. PROVIDE PLANT MATERIALS -RUE NAME AND VARIETY ESTABUSHED BY "SUN SET WESTERN GARDEN BOOK", PUBLISHED BY LAIJE PUBLISHING, MENLO PARK, C1A 1995. C. PLAN MATERIALS SHALL COMPLY WITH THE RECOMMENDATIONS AND REQUIREMENTS OF ANSI STANDARDS FOR T'iPE AND SPECIE CALLED FOR ON! PLANTING PLAN. PROVIDE SINGLE STEM TREE EXCEPT WHERE SPECIAL FORfl/1S ARE SHOWN OR LISTED. SUBSTITUTIONS A. NO SUBSTITUTIONS OF PLANT MATERIALS OR OTHER CONSTRUCTION MATERIALS WILL BE PERMITTED WITHOUT WRITTEN PERMISSION OF THE !LANDSCAPE ARCHITECT. IF PLANT MATERIAL SUBSTITUTIONS ARE ACCEPTED AND ARE OF LESS VALUE THE THOSE INDICATED OR SPECIFIED THE CONTRACT PRICE WILL BE ADJUSTED IN ACCORDANCE WITH THE PROVISIONS OF THE C<ONTRACT. B. THE RIGHT TO CHANGE: THE LANDSCAPE ARCHITECT RESERVE THE RIGHT 0 CHANGE SPECIES, VARIETY !'ND OR SIZES OF THE PLANT MATERIALS TO BE FURNISHED, ~ROVIDED THAT THE COST OF SUCH PLANT CHAINGES DOES NOlf EXCEED THE COST OF THE PLANTS IN THE ORIGINAL BID. THE CONTRACTOR SHALL BE NOTIFIED AND THE CHANGES CONFIRMED IN WRITING PRIOR TO THE PLANITING OPERATION COMMENCING. CHANGES IN SIZE OR VARIETY OF ANY PLANT MATERIAL FURNISHED THAT REQUIRED OR ADDITION IN COST SHALL REIQUIRE AN ADJUSTMENT IN THE CONTRACT COST PRIOR TO PLANTING .. REJECTIONS A. ANY MATERIAL AND/OR WORK MAY BE REJECTED IF IN THE OPINION OF THE LANDSCAPE ARCHITECT SUCH DOES NOT MEET THE REQUIREMENT AND THE SPECIFICATIONS. ALL REJEC-ED MATERIALS SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR AT HIS EXPENSE. REJECTED WORK SHALL BE REDONE IN A TIMELY MANNER AND APPROVED BY THE OWNERS REPRESENTATIVE_ THIS INCLUDES; MATERIALS THAT HAVE BEEN PLANTED WITHOUT PRIOR ACCEPTANCE. 1. 1 0 PROTECTION OF PLANTS, EXISTING WORK AND IMP'ROVEMENTS A. THROUGHOUT CONSTRUCTION AND MAINTENANCE THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO UTILITIES, PAVING PLANTING, STRUCTURES, FIXTURES, DRAINAGE AND IRRIGATION LINES, ETC .. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY AND ALL DAMAGE, TO SUCH IMPROVEMENTS AND SHALL COMPLETELY REPAIR OR REPLACE THE SAME AT NO COST TO THE OWNER. B. EXISTING PLANT MATERIALS, PLANTING AREAS AND PLANTS SHALL BE PROTEICTED AGAINST TRESPASSING, THEFT, VANDALISM AND DAMAGE OF ANY KIND, IF AN'Y PLANTS BECOME DAMAGED STOLEN, OR INJURED THEY SHALIL BE TREATED OR REPLACE AT THE CONTRACTORS EXPENSE. REPLACEMENT PLANTS SHALL BE OF EQUAL VALUE OF THE ORIGINAL PLANT MATERIAL OR IF NO REPLACEMENT IS AVAILABLE THE CONTRACTOR SHALL REIMBURSE THE OWNER FOR THE COST OF THE MATERIAL AND INSTALLATION. THE LANDSCAPE ARCHITECT SIHALL BE THE RESPONSIBLE PARTY IN DETERMINING THE CONDITION OF THIE PLANT MATERIIAL SIZE OF REPLACEMENT ANDI OR COST COMPENSATION. 1.11 1.12 1.13 1.14 1.15 1.16 1.17 2.03 HYDROSEED MATERIALS CLEAN UP A. DURING THE COURSE OF PLANTING OPERATIONS, EXCESS CONSTRUCTION WASTE MATERIALS SHALL BE REMOVED AND DISPOSED OF OFF-SI-IE AT A LEGAL DIISPOSAL SITE. B. PRIOR TO NOTICE OF COMPLETION, THE ENTIRE LANDSCAPED AREA SHALL BE CLEANED TO· THE SATISFACTION OF THE OWNERS REPRESENTATIVE. A. SEED MIX -AS SPE8IFIED ON PLANS. B. "WOOD PULP" SHALL BE SILVAFIBER BY WEYERHAUSER OR APPROVED EQUAL, AT !'I,, RATE OF 1000 LBS./ACRE. C. "TACKIFIER" SHALL BE M-BINDER FROM STOVER SEED OR APPROVED EQlJAL, AT A RATE OF 60 LBS,IACRE. PART 3 -INSTALLATION SITE OBSERVATIONS 3.01 GENER.AL REQUIREMENTS A. CONTRACTOR SHALL GIVE FORTY-EIGHT (4B) HOURS NOTICE AND SET APPOINTMENTS FOR ALL SITE OBSERVATIONS. B. SITE OBSERVATIONS BY THE LANDSCAPE ARCHITECT SHALL BE SCHEDULED AS IN THE NOTES ON PLANS OR AS DIRECTED BY THE OWNER. A. INSTALLER MUST EXAMINE THE SUBGRADE, VERIFY THE ELEVATION AND OBSERVE THE CONDITION UNDER WHICH WORK IS TO BE PERFORMED. IF SITE CONDITIONS VARY' FROM THOSE SHOWN ON THE DRAWINGS, CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND GENERAL CONTRACTOR BEFORE COMMENCING \/\VORK. B. WHEN CONDITIONS DETRIMENTAL TO PLANT GROWTH ARE ENCOUINTERED OR FORESEEN SUCH AS, BUT NOT LIMITED TO PAVING, RUBBLE FILL, ENGINEERIN(G FILL, ADVERSE DRAINAGE CONDI-IONS, TOXIC SUBSTANCES OR OBSTRUCTIONS, INOTIFY OWNER'S REPRESENTATIVE BEFORE PLANTIING. C. OBSERVATIONS SHALL BE CALLED FOR TAT THE END OF ALL PLANTING OPERATIONS FOR THE PURPCSE OF DETERMINING COMPLIANCE WITH PLANS AND SPECIFICATIONS, INTENT, WORKMANSHIP, AND CLEANUP. CONTRACTOR SHALL SECURE WRITTEN VERIFICATION OF OBSERVATION DATA, AND MAKE ANY CORRECTIONS REQUIRED TO WORK BEFORE BEGINNING THE MAINTENANCE PERIOD. 3.02 WEED KILL D. IN THE EVENT THE CONTRACTOR REQUESTS OBSERVATION OF WORK AND SAID WORK IS INCOMPLETE, THE CONTRAC:TOR SHALL BE RESPONSIBLE FOR OBSERVATIOlN COST INCURRED BY THE LANDSCAPE ARCHITECT. FINAL SITE OBSERVATION AND ACCEPTANCE A. FINAL SITE OBSERVATION OS THE PLANTING WILL BE MADE AT THE CONTRACTORS REQUEST AND UPON COMPLETION OF THE 1,/JAJNTENANCE OF THE MAINTENANCE PERIOD. B. THE WORK UNDER THIS COIJTRACT WILL BE ACCEPTED BY THE LANDSCAPE ARCHITECT UPON THE SATISFACTORY COMPLETION OF ALL WORK, INCLUDING MAINTENJANCE, BUT EXCLUSIVE OF THE GUARAIJTEE OF PLANT MATERIALS. 3.03 GUARANTEE AND REPLACEMENT A. THE CONTRACTOR SHALL GUARANTEE THAT ALL PLANTS PLANTED UNDER THIS CONTRACT SHALL BE IN GOOD, HEALTHY AND FLOURIS--IING CONDITION OF ACTIVE GROWTH AT THE END OF ONE GROWING YEAR FROM THE DATE OF ACCEPTANCE. ALL OTHER: PLANT MATERIALS SHALL BE GUARANTEED UNTIL FINAL ACCEPTANCE OF THE MAINTENANCE PERIOD. B. ALL DEAD PLANTS AND ALL PLANTS THAT LOSE MORE THAN 30% OF THEIR OlRIGINAL LEAVES, OR AS DETERMINED BY THE OWNER WITHIN (10) DAYS OF NOTICE. C. REPLACEM::NT PLANT MATERIAL AND SEEDING SHALL BE OF COMPARABLE QUALITY REPLACED SHALL BE GUAR.O.NTEED FOR THE ORIGINAL PERIOD, STARTING FROM THE DATE OF REPLACEMENT. 3.04 SUBMITTALS A. SUBMIT LIST WITH SOURCES AND QUANTITES TO LANDSCAIPE ARCHITECT OF SOIL AMENDMENTS, FERTILIZERS, PLANT MATERIALS, MULCH, SEEDS, AND SOD \/\VITH QUANTITIES OF EACH TO BE USED ON THE JOB. RETAIN /\ND SUBMIT RECEIPTS AS REQU ESTEDBY THE LANDSCAPE ARCHITECT. PUBLIC SAFETY A. THE CONTRACTOR SHALL TAKE ALL PRECAJTIONS TO INSURE THE SAFETY OF ALL WORKERS, PEDESTRIANS, AND ADJAC::NT PROPERTY IN ACCORDANCE WITH CALIFORNIA/OSHA REQUIREMENTS. THE LANDSCAPE ARCHITECT AND HIS CONSULTANT IN THE FIELD OF SAFETY ENGINEERING. WE DO NOT DIRECT THE CONTRACTORS OPERATIONS AND VNE CAN NOT BE RESPONSIBLE FOR PERSONNEL OTHER THAN OUR OWN ON THE SITE. THE SAFETY OF OTHERS IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IF HE CONSIDERS ANY OF THE RECOMMENDED ACTIONS IN THE CONTRACT DOCUMEN-S TO BE UNSAFE. AS-BUILT INFORMATION A. A SET OF CONTRACT DRAWINGS THAT ARE VERIFIED BY THIE CONTRACTOR TO BE AN 'APPROVED SET' OF THE GOVERNING AGEN8Y SHALL BE KEPT AT THE SITE OFFICE DURING CONSTRUCTION. ALL WORK THAT IS INSTALLED SHALL BE REVIEWED FOR C<ONFORMANCE WITH THE PLANS. IF NEW WORK OR WORK AS SHOWN ON THE PLANS IS DIFFERENT, THE CONTRACTOR SHALL BE KEPT CURRENT AS THE WORK PROGRESSES AND SHALL BE AVAILABLE FOR INSPECTIOM BY THE OWNER'S REPRESENTATIVE UPON REQ!UEST. AT 2 WEEKS PRIOR TO THE "NOTICE OF COMPLETION", THESE OR A COPY OF THE AS-BUILT DRAWINGS SHALL BE DELIVERED TO THE OWNER'S REPRESENTATIVE. 3.05 A. IRRIGATE SITE NCRMALLY FOR T\f/0 WEEKS TO GERMINATE WEEDIS. APPLY CONT/l\CT HERBICIDE PER MANUFACTURER. B. WHEN ALL WEEDS HAVE PERISHED AND THE ACTIVE PERIOD OF HERBICIDE HAS EXPIRED ALL WEEDS SHALL BE COMPLETELY TURNED UNDER BY PLOWING. ROTOTILLING OIR OTHER MECHANICAL. MEANS. IF PERSISTENT REPEAT APPLICATION TO ASSURE ERADICATION. C. ALL HERBICIDE APPLICATIONS SH/\LL BE PERFORMED BY A LICENSED AND BONDEID OPERATOR. D. APPLY PRE-EMERGENT HERBICIDE AS NOTED UNDER MATERIALS AND AT THE RAT ES SPECIFIED BY THE MANUFACTURE. SOIL PREPARATION A. SOIL PREPARATICN SHALL OCCUR NOT MORE THAN 30 DAYS PRIOIR TO PLANTING .. ALL PLANTING ARES WITH ASPHALT, EIJGINEERED FILL OR OTHER DELETERIOUS MATERIAL SHALL BE THOROUGHLY DUG OUT THROUGH SUB-BASE MATERIAL AND BACKFILL WITH TOPSOIL. B. APPLY SOIL AMENDMENTS RECOMMENDED IN SOILS TEST, EVENLY AND AT THE SPECIFIED APPLICATION RAT::S. SEE CONTRACT DOCUMENTS FOR SPECIFIC IRECOMMENDATIIONS. C. ROTOTILL TOP 6" OF SOIL TO A LOOSE AND FRIABLE CONSISTENCW. D. SLOPES STEEPER THAN 3:1 SHALL BE RAKED, BUT SHALL NOT RECEIVE SOIL AMENJDMENTS EXCEPT AT EACH ~LANT PIT BACKIFILL. FINISH GRADING A. FINISH GRADING AFTER SOIL PREPARATION SHALL ESTABLISH FIN1AL FLOW LINES AND GRADIENTS FOR UNIFORM WATER DRAINAGE. B. FINISHED GRADES SHALL BE SMOOTH, COMPACTED AND FREE FROM IRREGULAR CHANGES. SWALES SHALL READILY DRAIN AND BE FREE OF LUMPS OR HOLLOWS. ALL PLANT! NG BEDS SHALL DRAIN REGULARLY AS NOT::D ON THE CONSTRUCTION DOC:UMENTS OR AT ,A MINIMUM OF 2% AWAY FROM BUILDINGS, WALLS AND TOWARD ROADWAYS, DRAINS AND CATCH BASINS. C. MOUNDS SHALL BE SHAPED AND SCULPTED TO CREATED A SMOOTH AND IRREGUILAR NATURAL EFFECT AND SHALL BE OF ELEVATIONS AS INDICATED Of\J THE CONTRACT DOCUMENTS. D. FINISH GRADES SHALL BE A MINIMUM OF 1" BELOW ADJACENT PAVING IN LAWN AR:EAS AND 2" BELOW IN GROUND COVER/SHRUB BEDS. WHERE DRAINAGE FLOW IS INTERRUPTED BY MOW STRIPS, TRANSITION TO LEV::L WITH GRADEATTHESE LOCATIONS SOAS NO•TTO OBSTRUCT FLOW. WHERE PAVEMENT OBSTRUCTS FLOW, CONTACT THE OWNER FIOR DIRECTION. LAYOUT A. LAYOUT OF ALL TREES, SHRUB MASSES, HEADER BOARDS, AND OTHER LANDSCAPE ELEMENTS SHALL BE STAKED BY THE CONTRACTOR IN THE FIELD !FOR APPROVAL IBY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. B. PLANT ARRANGEMENTS ARE SHOWN ON DRAWINGS. HOWEVER, FIINAL LOCATION AND/OR ORIENTATION OF ANY OR ALL PLANTS SHALL BEAS DIRECTED BY THE LANDSCAPE: ARCHITECT. CONTRACTOR SHALL MAKE ANY CHANGES IN LOCATIONS OF PROPOSIED PLANTING, AS MAY BE REQUIRED, WITHOUT ADDITIONAL COST TO THE OWNER. 3.08 3.09 3.10 3.11 MULCHING A. MULCH SHALL BE PLACED AROUND ALL TREES, SHRUBS AND GROUND COVERS. MULCH SHALL BE APPLIED UNIFORMLY TO COVER ALL PLANTING BED SURFACES,. INCLUDING DRIIP COMPLETED IRRIGATION LINES, TO A COl~PLETED DEPTH OF 3 INCHES Ml NIMUM. FINAL GRADING A. THE FINISHED SURFACE SHALL BE SMOOTH, COMPACTED AND FREE FROM IRREGULAR CHANGES, SWALES SHALL READILY DRAIN AND BE FREE OR LUMPS OR HOLLOW. ALL PLANTING BEDS SHALL DRAIN READILY AT A MINIMUM OF 2% AND BE FREIE FROM PONDIN<G OR STANDING WATER A TALL TIMES, IN A~EAS WHERE PLANTING BEDS RETAINED BY WALLS CURBS, TERRACES OR OTHER HARD SU~.FACES, CARE SHALL BE TAKEN TO PROVIDE PROPER DRAINAGE. B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE THE ENTIRE PLANTING AREA SMOOTH AND EVEN, TO INSURE THAT FINISH GR.ADES SHALL _BE 1 IINCH BELOW THE SURFACE OF WALLS, CURBS AND PAVED AREAS, AND IN ALL CASES WITHOUT ABRUPT CHANGES IN GRADIENT. C. THE GROUND SURFACE SHALL BE REVIEWED BY THE LANDSCAPE ARCHIITECT PRIOR TO SEEDING TO DETERMINE SUITABILITY FOR PLANTING. THE CONTRACTOR! SHALL OBTAIN SUCH APPROVAL BEFORE PROCEEDING .. HYDROSEEDING A. HYDROSEED MIX: SEE PLANTING PLANS B. EQUIPMENT AND APPLICATION: HYDRAULIC EQUIPMENT USED FOR THE APPLICATION OF SLURRY SHALL HAVE A BUILT IN AGITATION SYSTEM WITH AN OPERATING CAPACITY SUFFICIENT TO AGITATE, SUSPEND AND HOMOGENEOUSLY MIX THE ABO>VE SLURRY. DISTRIBUTION LINES SHALL BE LARGE EIJOUGH TO PREVENT STOPPAGE AND TO PROVIDlE EVEN DISTRIBUTION OF THE SLURRY OVER THE GROUND. THE PUMP SHALL BE CAPABLE OF EXERTING AT LEAST 150PSI AT THE NOZZLE OR SUFFICIENT ADDITIONAL PRESSURE FOR PROPER COVERAGE. THE SLURRY TANK SHALL HAVE A MINIMUM CAPACIITY OF 1,500 GALLONS AND SHALL BE MOUNTED ON A TRAVELING UNIT WHICH WILL PILACE THE SLURRY TANK AND SPRAY NOZZLES WITHIN SUFFICIENT PROXIMITY TO THE AREAS TO BE SEEDEID SO AS TO PROVIDED UNIFORM DISTRIBL TION WITHOUT WASTE AND SHAILL BE THOROUGHLY CLEAN AND FREE OF SEED SPECIES THAT ARE NOT SPECIFIED. C. APPLICATION: THE OPERATOR SHALL SPRAY THE SURFACES WITH A UNI FORM, VISIBLE COAT BY USING THE GR::EN COLOR OF THE WOOD PULP AS A GUIDE. THIE SLURRY SHALIL BE APPLIED IN A SWEEPING MOTION, IN AN 11.RCHED STREAM ALLOWING THE WOOD FIBERS TO BUILD ON EACH OTHER UNTIL A GOOD COAT IS ACHIEVED AND THE MATERIAL IS SPREAD> AT THE REQUIRED RATE. D. TIME LIMIT: ALL SLURRY MIXTURE WHICH HAS NOT BEEN APPLIED TO THIE SURFACES WITHIN 4 HOURS AFTER MIXING WILL BE REJECTED AND REMOVED FROM THE PROJECT AT THE CONTRACTOR'S EXPENSE. MAINTENANCE/ ESTABLISHMENT PERIOD A. THE ENTIRE PROJECT SHALL BE MAINT!'.INED FOR THE TIME AS SPECIFIED ON PLANS, COMMENCING FROM TH:: TIME ALL IRRIGATION AND LANDSCAPE WORK HAS BEE COMPLETED, OBSERVED BY THE LANDSCAPE ARCHITECT, AND WRITTEN NOTICE OF COMPLETION PROVIDEC. THE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE ACCORDIING TO THE FORGOING ARTICLES AND OF THE SPECIAL PROVISIONS AND TO THE SATISFACTIION OFTHE OWNER. B. CONTR.o.CTOR SHALL CONTINUOUSLY M.!\INTAIN ALL AREAS INCLUDED INI THE CONTRACT DOCUMENTS DURING THE PROGRESS OF THE WORK, HAS BEEN COMPLETED, OBSERVED BY THE LANDSCAPE ARCHI-ECT, AND WRITTEN NOTICE OF COMPLETION PR:OVIDED. THE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE ACCORDING TO THE FOIRGOING ARTICLES AND OF THE SPECIAL PROVISIONS AND TO THE SATISFACTION OF THE O\WNER. C. MAINTENANCE OF PLANTED AREAS SHALL INCLUDE, BUT BE LIMITED TO WATERING PRUNING, EROSION REPAIR, AND REPLACEMENT OF SICK, DEAD OR DAMIAGED PLANTS TIO PROPER GRADES OR UPRIGHT POSITIOIJ, MOWING, DEBRIS REMOVAL ANJD ALL OTHER CARE NECESSARY FOR PROPER GROWTH AND APPEARANCE OF THE PLANTS. D. DAMAGE RESULTING FROM GULLIES, WASHOUTS, OR OTHER EROSION SHALL BE REPAIRED BY FILLING AND TAMPING, RE FERTILIZING AND RE-SEEDING OR REPLANlTING BY THE CONTRACTOR AT HIS EXPENSE IF SUCH DAMAGE OCCURS PRIOR TO ACCEPTANCE OF WORK UNDER CONTRACT. E. ALL SHRUBS AND TREES SHALL BE MAINTAINED IN THEIR NATURAL SHAPES. TALL OR SCRAGGLY BRANCHES SHALL BE THINNED OUT WHERE NECESSARY. IN NO CASE SHALL TREES OR SHRUBS BE TRIMMED BY HEADING OR SHEARING. ANY PLANTS SEVERELY PRUNED IN THIS MANNER SHALL BE REMOVED AND REPLACE AT CONTRACTOR'S EXPENSE PART 2 -MATERIALS 2.01 PLANT MATERIALS 3.06 C. PRIOR TO PLANTIIJG, CONTRACTCR SHALL SURVEY SITE FOR POTIENTIAL PLANT M,ATERIAL CONFLICTS. POTENTIAL CONFLICTS INCLUDE, BUT NOT LIMITED TOI PLANT MATERIAL OBSTRUCTIONS TD SIGNS, ROOF OVERHANGS, PEDESTRIAN AND VEHICULAR TRAFFIC, AND SLOPE/LEVEL AREAS WHICH DIFFER IN ELEVATIOI\ OF CONFIGURATION FROM EXISTING SITE PLANTING CONDITIONS. EXCAVATION OF PLANTING PITS AND BEDS F. DURING THE MAINTENAIJCE PERIOD, ANY PLANT INDICATING WEAKNESS OR PROBABILIT'Y OF DYING, OR HAVE LOST MORE THAN 3)% OF LEAVES SHALL BE REPLACED BY THE CONTRACTOR AT HIS OWN EXPENSE. A. ALL PLANTS SHALL BE NURSERY GROWN IN ACCORDANCE WITH GOOD HOR'.TICUL TURAL PRACTICES, AND SHALL BE GROWN UNDER CLIMATIC CONDITIONS SIMILAR TrO THOSE IN THIE LOCALITY OF THE PROJECT FOR AT LEAST ONE YEAR. B. PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE NORMAL HABITS OF GROWTH. THEY SHALL BE FREE OF DISEASE, INSECT PESTS OR lfHEIR EGGS, SUN-SCALE INJURIES ABRASIONS OR DISFIGUREMENTS HAVE HEALTHY WELL-DEVELOPED ROOT SYSTEMS. C. TREES SHALL HAVE STRAIGHT TRUNKS UNLESS OTHERWISE SPECIFIED, WllTH THE LEADERS INTACT, UNJAMAGED, AND UNCUT. DAMAGED OR PRUNED TERMINAL LEADERS WILL BE CAUSE FOR REJECTION. PL!\NTS SHALL NOT BE PRUNED PRIOR TO DELIVER:Y EXCEPT UPONJ THE SPECIAL APPROVAL OF THE LANDSCAPE ARCHITECT. D. ALL PLANTS SHALL CONFORM TO THE MEASUREMENTS SPECIFIED ON THE PLANTING PLAN EXCEPT THO.T PLANTS LARGER THAN SPECIFIED MAY BE USED. USED OF SU CH PLANTS SHALL NOT INCREASE THE CONTRACT PRICE E. CONTAINER STOCK (1, 5, 15. GAL., AND BOX SIZES) SHALL HAVE GROWN IN THE CONTAINERS IN WHICH DELIVERED FOR AT LEAST 6 MONTHS BUT NOT OVER TWO YEARS, AND SHALL IN NO CASE BE ACCEPTED IF A ROOT BOUND CONDITION HAS BECOME PREVALENT. 2.02 LANDSCAPE MATERIALS A. "PLANTING TABLETS" SHALL BE BEST-TABS PLANTING TABLETS 20-10-5 101211 GRAM TABLETS OR APPROVED EQUIVALENT. B. "MULCH" SHALL BE BARK OR WOOD MULCH FROM ONE OF THE FOLLOWING /SOURCES: SHREDDED FIR OR CEDAR OR RECYCLED TREE AND SHRUB CLIPPINGS. MULCH SHALL BE GREATER THAN 1/4" DIAMETER AND NO LARGER THAN 112" DIAMETER. MULCIH SHALL BE FREE STICKS, STONES, CLAY, CLODS, DEBRIS AND FOREIGN INORGANIC MATERIAL. C. "HERBICIDE" SHALL BE ROUND-UP BY MONSANTO CORPORAi TION. D. "PRE-EMERGENT" HERBICIDE SHALL BE TREFLAN, SURFLAN., EPTAN OR EQU !VALENT. E. "MOW STRIPS" SHALL BE AS SPECIFIED ON CONSTRUCTION DOCUMENTS. F. "NAILS", "WIRES", "HARDWARE, "STAPLES" AIJD "TURNBUCKLES" SHALL BE HOT DIPPED GALVANIZED. G. 'TREE STAKES" SHALL BE 2" DIAMETER BY 8' LENGTH COPPER NAPTHENATE TREATED LODGE POLE PINE STAKES, OR EQUAL, ACCORDING TO THE FOLLOWING SCH-IEDULE: 15 GALLON 1-8' STAKE 24" BOX OR LARGER 2-10' STAKES H. "EROSION CONTROL FABRIC BLANKET" SHALL BE NORTH AMERICAN GREEN,, MODEL SC 150. I. "ROOT BARRIERS" SHALL BE BIO-BARRIER BY DOW ELANCO 1 (800) 352-6776. J. "DECORATIVE ROCK" OR "BOULDERS" SHALL BE AS SPECIFIED ON PLANS. 3.07 A. ALL EXCAVATED HOLES SHALL HAVE ROUGHENED SURFACES, NOT GLAZED, AND SHALL BE OF THE MINIMUM SIZES INDICATED ON DRAWINGS. B. UNDER NO CIRCU~STANCES SHALL ANY PLANT PIT OR BED REMA! N OPEN OVERNl<GHT UNLESS IT IS PROPERLY BARRICADED. C. FILL EXCAVATIONS FOR ALL REPRESENTATIVE SITE CONDITIONS FOR TREES AND SHRUBS WITH WATER AND ALLOW TO PERCOLATED OUT OVER A HOUR PERIOD. REFILL HOLE AND IF WATER IS NOT ABSORBED WITHIN 12 HOURS OF THE SECOND FILLIING, CONTACT LANDSCAPE ARCHITECT FOR DIRECTION. PLANTING A. AFTER PLANTING PITS HAVE BEEN DUG, ADD "PLA~TING TABLETS" TO THE PLANTl~~G PITS ACCORDING TO THE FOLLOWING SCHEDULE. PLANT SIZE AMOUNT ROOTED CUTT NGS, LINERS, 4 INCH POTS 1 GALLON 2-10 GRAM, TABLETS 5 GALLON 3-10 GR.o.M, TABLETS 15 GALLON 124" 6-10 GRAM, TABLETS B. CANNED STOCK SHALL BE REMOVED CAREFULLY FROM CANS AFTIER LIGHTLY COMPRESSING THE SIDES OF THE CONTAINERS TO LOOSEN THE ROOT BALL. SUDIE PLANTS OUT OF CANS AND HANDLE BY EARTH BALL ONLY. C. PLANTS SHALL BE SET ON UN-AMENDED NATIVE SOIL FIRMLY TAMIPED TO PREVENT SETTLING. AFTER BACKFILLING, PLANT CROWN SI-ALL BE KEPT IN IA VERTICAL POS,ITION. D. AFTER PLACING 111 PIT, WORK "PLANTING BACKFILL MIX "AROUND BALL OF GROUN[)COVER, SHRUBS AND TREES, WATER AND FIRMLY TAMP TO INSURE SOIL INJ AND ABOUT ALIL ROOTS. E. NO PLANT WILL BE ACCEPTED IF THE ROOTBALL IS BROKEN OR CRACKED, EITHER BEFORE, DURING OR AFTER THE PROCESS OF INSTALLATIOIN. F. STAKE TREES IMMEDIATELY AFTER PLANTING AS PER PLANTING DIETAILS. G. PRIOR TO PLANTII-JG ALL SPRAY IRRIGATION SHALL BE FULLY OPEIRATIONALAND DRIP IRRIGATION AREAS SHALL HAVE SUPPLY LINE INSll'ALLATION. H. ALL PLANTS UNLESS NOTED OTHERWISE ON PLANS SHALL BE THOROUGHLY WATERED AT TIME OF PLANTING, TAKING CARE NOT TO COVER CROWNS OF PLA,NTS WITH WET SOIL. PLANTS SHALL BE KEPT ADEQUATELY WATERED UNTIL TIME OF ACCEPTANCE. I. GROUND COVER PLANTING SHALL BE AS NOTED ON PLANS AND PLANTED ON TRIANJGULAR 3.12 G. TREE STAKE WHICH FOR ANY REASON ARE DAMAGED OR RENDERED INADEQUATE FOR SUPPORT SHALL BE REPAIRED AND RESTORED TO THEIR ORIGINAL CONIDITIONS. TREE TIES SHALL BE ATTACHED SECURELY. H. CONSTANT DILIGENCE SHALL BE MAINTAINED FOR THE ADVENT OF DISE,ASE, INSECTS, AND/OR RODENT INFESTATIONS AND PROPER PREVENTATIVE OR CONTROL MEASURES TAKEN. I. ALL WEEDS IN GROUNDCOVER AREAS SHALL BE PULLED AS THEY APPEAIR AND PRIOR TOI SETTING SEED DURING T--IE MAINTENANC:E PERIOD. J. ALL WALKS, CURBS, AND GUTTERS SHALL BE KEPT CLEAR OF DEBRIS, MLUD, DUST, AND STANDING WATER BY SWEEPING AND MOPPING AS REQUIRED TO MAINTIAIN CLEANLINES,S THROUGHOUT. K. DURING THE MAINTENAIJCE PERIOD ALL AREAS INCLUDED IN THE CONTRACT SHALL BE CLEAN AND FREE OF DEBRIS AND WEEDS. ALL PLANT MATERIALS SHALL BE LIVE, HEAL THY, AND FREE OF INFESTATION. IF ANY ITEM OR PORTION OF THE CONTRACll'WORKIS NOT ACCEPTABLE TO THE OWNER'S REPRESENTATIVE AT THE TIME OF FINAL. INSPECTION, Alf THE TIME OF FINAL INSPECTION, CONTRO.CT FOR ANY ADDITIONAL PERICDD OF TIME AS MIAY BE REQUIRED TO REPAIR DEFECTIVE TIMED OR PORTION. L. SETTLING OF MULCHED AREAS AND EROSION OF MULCH WITHIN THE MAIINTENANCE PERIOD SHALL BE SUPPLEMENTED WITH ADDITIONAL MULCH AT THE CONTRACTORS EXPENSE T<O MEET THE DEPTH AND COVERAGE SPECIIFIED. M. SETTLING OF AREAS WHICH CAUSES WATER TO POND OR INTERRUPT DIRAINAGE FLOWS SHALL BE REPAIRED TO MAINTAIN POSITIVE DRAINAGE. WRITTEN NOTICE A. AT THE ::ND OF THE SPECIFIED ESTABLISHMENT PERIOD, THE CONTRACTOR SHALL PRESENT WRITTEN NOTICE TO THE LANDSCAPE ARCHITECT AND OR OWNER THAT HE HAS C:OMPLETED THE REQUIRED MAINTENANCE AND SUBMIT THE RECORJ DRAWINGS. FURTHER MAINTENANCE WILL BE lTHE RESPONSIBILITY OF THE OWNER. LPC2022-0005 DEV2022-0033 -END OF SECTION-"AS BUil T" SPACING. EXTEND GROUND COVER TO WITHIN 12 lfJCHES OF ADJAC;:'.E:'.:N:'.._'.T..:_S:_'.H:'._'.R~U'.:B~S~O:'._'.R:_::TR~E'.'._'.E:'._ _______________________________ -j-;::-;::;-;;:::::-;;::-;:;--;:;::-------------. TRUNKS. REVIEWED BY: P,E. __ _ EXP. ___ _ DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS INSPECTOR DATE I ---+---+---------------t-----t---i---i----J I SH3EET I CITY OF CARLSBAD I SHE8ETS I ,-PLANNING DIVISION ~P;:::L:::A::N:;;T::IN:;G:::S;;P;;E;;C;:::IF;;l::;C:;:AT~l~O~N~S~F~O:;;::R::::: :::::::::::===::::.====: KEMPER RESIDENCE S.R. CLARKE LANDSCAPE ARCHITECTURE & DEVELOPEMENT 110 COPPERWOOD WAY# P OCEANSIDE CA 92058 760-716-3100 CA LLA#5299 N0.5299 5ll£\PU,"E q.,w. ~E~EWAL DATE 7133 AVIARA DRIVE CARLSBAD, CA 92011 A.P.N.: 215-610-28-00 I APPROVED:.&:: ~ i/4,(z'L t=====t===jt=============================~====~~===~=====~===~ ;;·P~LA;;;N:;::N;;IN;:G::::==:;-;::::=:::;;;;~;;;,;~~===ir.=.~~~ DWN BY: ___ PROJECT NO. DRAWING NO. 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W-3A . . . 1 sT A Tl ON#39+ 31. 72 / ~E~i~t:~T~ ~~T:-E~1tc~~: .. 85 PSI J I I . I .-----;- I I . : I .I I I I C I I ' I I' 1 :C N 11 en v'P' ocn -0 ::;:j -f~- -CD 0------i:::?:t:,r --· ,I\ ,, I '. + -..J N CJ N CTl X -f :;,tJ cl -)> \rr, • (/) I :;,tJ -0 • __._ U' _x rri z (Jl ( '\· -'_ ' 0 u, G, -:'; ' __._ rr1 ·.--·, 0 -..J . (/) I ;;;::· en C -)> rri :;a l'--J-~--0 :::0 rri Sz< -oo en . rri ORI cl :;,tJ "" D D 0 'Tl [Tl z 0 rri U7 .,,. E 0 1+ 00 > w w )RR. 12 GMP MA .. X···· .· 'W°'1M CHOU EX. f CMWD DWG NO .. W'-20 P.O.C. CONFIGURATION: = . ____ L rL_ _ ___!__-El,---t--ctM::.:Wl7'" ___ ..,,.----1c·-· ______ ..:::,;,,.·";·►,..~,,..""'·"'·-~""··-·";;OJ• --~-~~~~§IR!!eR~-~-,------,1=--+4-72 t v' s-s _o_ ]-s _ s _ s ~-5 t-s--s _ s-. -s -s-s~ s --s--' s -s -s -js . s-fs --,t-~~s-_-,,,_-, ~ ~ . rn 0 4' 8' 16' SCALE: -1" = 8' SLEEVING NOTE: SLEEVES UNDER ROADS: 6" OR LESS IN DIAMETER -36" COVER GREATER THAN 6" IN DIAMETER-48" COVER SCHEDULE 80 PVC SLEEVES UNO PAVING(NON-ROADS) LESS THAN 3" IN DIAMETER -18" COVER 3" -5-1/2' IN DIAMETER -24" COVER 6" OR GREATER IN DIAMETER -36" COVER SCHEDULE 40 PVC PRESSURE LOSS CALCULATIONS P.O.C. WATER TYPE POTABLE WATER DATE 03-18-LL STATION NUMBER 39+31.72 PROJECT KEMPER RES. i' METER SIZE -~~,~. -JOB NUMBER r;. METER ELEVATION __ ~26-□'-LOCATION CARLSBAD ;:1 DESIGNED STATIC PRESS. 85 PREPARED BY J.A. ),j VALVE NUMBER CHECKED 2 WATER -------l;j GPMAT~~~:ICE LINE 5.1 DISTRICT 041f CARLSBADMW.D. '!!··'.,! WATER METER _ 0 · WYE STRAINER 2 0 ' ,, BACKFLOW PREVENTER 12 q ; MASTER VALVE 3 .4 ,, FLOW SENSOR MAIN LINE o 35 I~ ISOLATION VALVES 1 4 1 ,, REMOTE CONTROL VALVE 1 5 ': LATERAL LINES 85 ~ ~~gLLg;;ES 2 2 :j SUBTOTAL 2B 15 ~i FITTING LOSSES 2 81 ~ SUBTOTALFROMABOVE 2815 ;~ REQUIRED PSI AT LAST HEAD 40 ,_ .•. TOTAL 70 96 ,1 DESIGNED STATIC PSI 85 (I BOOST PSI J• PSI REQUIRED 71 RESIDUAL PSI 14 S.R. CLARKE LANDSCAPE ARCHITECTURE & DEVELOPEMENT 110 COPPERWOOD WAY# P OCEANSIDE CA 92058 760-716 3100 CA LLA#5299 N0.5299 fl ST~MPP!,TF t-f.u,. AF.NEW,'J DATE IRRIGATION LEGEND: SYM. MANUF. MODEL NUMBER DESCRIPTION DTL./SHT ,.;. 1-------------------------------------------------~' FEBCO 3/4" 825YA SERIES REDUCED PRESSURE BACKFLOW PREVENTER W-20 / SHT 6 '.t WILKINS W/ WYE STRAINER 500 YSBR PRESSURE REDUCING VALVE AS REQUIRED ~ Fl,·" HAMMOND 8901 SERIES ICV SERIES BALL VALVE, LINE SIZED IN A VALVE BOX 14 / SHT 6 1!1! HUNTER HUNTER NETAFIM PCZ-101 HCVXR5-12 LOW FLOW IRRIGATION REMOTE CONTROL VALVE, PRESSURE REDUCING SIZE PER PLAN HOSE BIB LOW FLOW IRRIGATION DRIP ZONE KIT CUPRON TUBING W/ INLINE EMITTEIRS 12" O.C. EMITTER FLOW RATE= 0.53 PW PIPE ------PW PIPE PVCSCG. 40 PVC SCH. 40 LATERAL LINE SIZE PER PLAN PRESSURE MAINLINE 1-1/4" IRRIGATION SLEEVING 16 I SHT 6 16/ SHT 6 --------PW PIPE © HUNTER @ HUNTER 2X PIPE 0" PVC SCH. 40 PCH-12 MINI-CLICK 12 STATION PRO-HG CONTROLLER WI-Fl ENABLED 13 / SHT 6 RAIN SENSOR WITH GUTTER MOUNT 19 / SHT 6 @ HUNTER IBV-101G-FS ELECTRIC REMOTE CONTROL MASTER VALVE, BRASS IRRIGATION VALVE IRRIGATION HEAD LEGEND: SYM. MANUF. MODEL NUMBER DESCRIPTION RAD. PRECIP IN/HR GPM PSI G) HUNTER PROS-06-PRS40-CV-MP1000-90 MP ROTATOR ADJ 90'-210' 6-12' .41/.48 .21-.42 40 11/ SHT 6 @ HUNTER PROS-06-PRS40-CV-MP1000-90 MP ROTATOR ADJ 45' -105' 8'-15' .41/.48 .19 40 11 / SHT 6 (NOTE: HUNTER NOZZLE CAN BE REDUCED 25%) GPM PSI DTL./SHT SALCO SLV-PVC-4 -ALC24" 2 EMMITERS PER SYMBOL 0.017(1 GPH) 30 RAINBIRD RD06-S-P-F-40-1404 6" POP UP FULL CIRCLE UMBRELLA PATTERN 1.0 40 11 / SHT 6 CONNECTION FROM PVC PIPE TO DRIP TUBIING -. ,- LATERAL PIPE SIZING:' SCH. 40 PIPE GPM 3/4" 0-7 VEL. 4.42 4.62 4.85 4.84 4.87 ~-----CONTROLLER 1" 9-12 1-1/4" 13-22 1-1/2" 23-30 2" 31-50 GPM-----r----,-3 --11 18 1" ' IRRIGATION N()TES:·.·,·. STATION .---VALVE SIZE 1. IRRIGATION SYSTEM IS SHOWN DIAGRAMMATICALLY. LOCATE ALL PIPE AND EQUIPMENlr WITHIN PLANTING AREAS WHERE EVER POSSIBLE. 2. USE CHECK VALVES TO PREVENT LOI\/ HEAD DRAINAGE WHERE NEEDED. 3. ADJUST ALL HEADS 10 AVOID OVERT-iROW ONTO WA_LS, WALKS, WINDOWS. REDUCE RADIUS WITH ADJUSTABLE SCREVN FOR UNIFORM COVERAGE AND MINIMUM OVERTHROW OF AREA. 4. TREE LOCATIONS TAKE PRECEDENCE OVER IRRIGATION PIPING & BUBBLER LINES. STAIKE TREE LOCATIOJNS PRIOR TO TRENCHING. 5.CONTRACTOR SHALL ARRANGE AND PAY FOR ALL NECESSARY CONNECTIONS FOR 120\/1 A.G. ELECTRICAIL SERVICE TO THE IRRIGATION CONTROLLER. 6. CONTRACTOR SHALL INSPECT THE SrTE AND VERIFY ALL CONDITIONS PRIOR TO PROCEEDING WITH ANW WORK. TO ALLOW FOR ADEQUATE IRRIGATION COVERAGE AS SHOWN ON PLAN, ADJUST BUBBLE HEAD SPRAY HIEADS TO COMPENSATE FOR CHAINGE IN AREAS. 7. TO ENSURE PROPER LOCATION OF IRRIGATION SLEE\:ES INSTALLATION COORDINATE LOCATION OF MAIINLINE BUBBLER LINE AND CONTROL WIRES WITHALL OTHER RELATED TRADES AS REQUIRED. 8. ALL BRASS FITTINGS TO BE RED BRASS TYPICAL. 9. USE 3/4"TEFLON TAP= ON ALL THREADED CONNECTIOINS. 10. IRRIGATION SYSTEM IS DESIGNED FROM A STATIC W.\TER PRESSURE OF 100 P.S.I. & 20 G.P.M. FROM POTABLE SERVICE LINE TYPICAL, CONTRACTOR SHALL VERIFY WATER PRESSURE AT WORST CONDITION AND COINTACT THE LANDSCAPE ARCHITECT IF ANY INCONSISTENCIES OCCUR. 11. CONTROL WIRE SCHEDULE: (MAX LENGTH RUNS) CONTROL/COMMON: N0.14 N0.12 N0.10 N0.8 N0.14 1,700' 2,000l' 2,400' 2,700)' N0.12 2,700' 3,300' 3,800' N0.10 4,300' 5,200' N0.8 6,700' 12. ABOVE WIRING SCHEDULE IN BASED ON A 24 VOLT AUTOMATIC IRRIGATION CONTROLLER & WIRE SIZE BASED ON OPERATING ONE VALVE AT A TIME. 13. ALL IRRIGATION SHALL CONFORM TO THE CITY OF CARLSBAD STAND/ARDS AND SPECIIFICATIONS. 14. NOTIFY LANDSCAPE ARCHITECT FOR COVERAGE TEST PRIOR TO PLAr\JTING. 15. ANY PIPE NOT LABELED THAT IS DOWNSTREAM OF A 1" LATERAL, IS TO BE 3/4". 16. ALL IRRIGATION EQUIPMENT (EXCEPT UNDERGROUND) SHALL BE LOCATED A MINIMUM! OF 24" FORM ANIY HARDSACPE PAVING. 17. ALL ZONE ON-SITE SHALL HAVE A DYNAMIC PRESSURE OF 50 PSI OR LESS. 18. RAINS SENSOR SHALL BE MOUNTED ON 8' POLE AWAY FROM ANY IRRIGATION OVERSP'RAY AND OVERHANGS_ INSTALL IPER MANUFACTURERS RECOMMENDATIONS. 19. IRRIGATION MAINLlrlES SHALL BE LOCATED OUTSIDE OF THE STREET RIGHT-OF-WAY *SEE SHEET L-6 FOR DETAILS LPC2022-0005 DEV2022-0033 "AS BUil T" P.E. __ _ EXP. ___ _ DATE REVIEWED BY: APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS INSPECTOR DATE I S~EET I CITY OF CARLSBAD ISH~ETSI PLANNING DIVISION IRRIGATION PLAN: KEMPER RESIDENCE 7133 AVIARA DRIVE CARLSBAD, CA 92011 A.P.N.: 215-610-28-00 t----+---+--------------1--+---+---+-----1 IA _P_P_Ro_v_E~==---==c...;iJ/:;_u____G_J....,,=·:::.:::...." ··=---- _PLANNING ~ DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION REVIEWED BY LA CITY APPROVAL DWN BY: CHKDBY: --- RVWDBY: PROJECT NO. LPC2022-0005 DEV2022-0033 DRAWING NO. DWG 536-4L --.J ~ (.,J --.J J> < J> :;o J> 0 :;o < fT1 _J_ CD fT1 fT1 ?< ;,;:--0 fT1 :;o --0--1< J> z~ ;:i;, :a;: J> J> or rr, r -I 0 N 1 ,2 z --.J ex, N 0, ~ Ul t" (.,J + 0 0 0 0 I v V i-1'- ~ V t1 VV V V VV V V ~ ' ', i % ' ---' . l : I . I ~ J · l!J'<lli· I NB' 25' 02"W ' ,-, ___ ; ]~, '~ -----"7D' I ~ I C -~•1"DOMESTIC WATER SERVICE CONNECTION I WITH FIRE SPRINKLER SYSTEM ,CMWD DWG NO. W-3A I I STATION#39+31.72 . ,!RR. 12 GMP MAX ... · 1 +00 '" EX. rCMWD DWG NO. W-20 CMWJ 72.11' ----,0'8l-------- s-s-s-s s---s-s-s-·s--~s -s-s s :::r: N II Ul o!J' . lO u,N o_ -I -.-, lb~~-\.~ ;1 ----· - I -,.-~-~ ,, I .. -~-1•,11 --- 1 ----1,-,,-:-:-" ,_ I 0 ~ I -~-- + -..J N 0 N 1+72 1 1 1 1 1 1 1 1 1 SYM vvvvvvv vvvvvv vvvvvvv • HYDROZONE LEGEND ZONE/TYPE IRR. ZONE ONE / HERB GARDEN DRIP ZONE TWO/ SLOPE SHRUBS MPROTATOR ZONE THREE/ NORTH SHRUBS DRIP ZONE FOUR/ EAST/SOUTH DRIP ZONE FIVE/ FRONT YARD SHRUBS, DRIP ZONE SIX/ SOUTH TREES BUBBLER ZONE SEVEN/ NORTH TREES BUBBLER ZONE 8 /FRONT YARD SHRUBS MPROTATORS ZONE 9 /FOUNTAIN NOTE: WATER SOURCE SHALL BE POTABLE WATER HYDROZONE SQ.FT. MOD. 85 LOW 855 LOW 213 LOW 420 MOD. 99 MOD. 336 MOD. 224 MOD. 617 HIGH 5 TOTAL 2,854 I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. $, ~ u:22 q. 20.-zz... (cityof Carlsbad WELO WORKSHEETS LANDSCAPE MANUAL APPENDIX F P-25(C) DATE Development Services Planning Division 1635 Faraday Avenue (760) 60Z-4610 www.carlsbadca.gov WATER EFFICIENT LANDSCAPE WORKSHEET This worksheet is filled out by the project applicant and it is a required element of the Landscape Documentation Package. HYDROZONE INFORMATION TABLE Please complete the hydrozone table(s) for each hydrozone. Use as many tables as necessary to provide the square footage of landscape area per hydrozone. Controller Hydrozone* Zone # or Valve 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 6 9 g Total "'Hydrozone VL W -Ve,y Low Water Use Plants LW -Low Water Use Plants MW -Moderate Water Use Plants HW -High Water Use Plants Irrigation Plant Method~ Type/Facto,.... DRIP 0.5 MPROTATOR 0.3 DRIP 0.3 DRIP 0.5 DRIP 0.5 BUBBLER 0.5 BUBBLER 0.5 MPROTATOR 0.5 Fountain 0.8 **Irrigation Method MS = Micro-spray S = Spray R = Rotor RO-Rotator B= Bubbler D= Drip 0 = Other Page 1 of4 (PF) Hydrozone % of Total Area (Sq. Ft.) Landscaped Area ·-·--85 2.9 855 30 213 7.4 420 14.7 99 3.4 336 11.7 224 7.6 617 21.6 5 0.5 2,854 100% *.,.,.Plant Factor from WUCOLS fl/ or list as water feature as appropriate Revised 10121 MAXIMUM APPLIED WATER ALLOWANCE A landscape project subject to the Water Efficient Landscape Ordinance shall include the MAWA for the plans, including the calculations used to determine the MAWA. A landscape project shall not exceed the MAWA The MAWA for a landscape project shall be determined by the following equations: Residential: Commercial/Industrial: MAWA = (ETo)(0.62)[{0.55 X LA)+ (0.45 x SLA)] MAWA = {ETo)(0.62)[(0.45 x LA)+ (0.55 x SLA)] The abbreviations used in the equation have the folfowing meanings: MAWA ETo 0.62 0.55/.045 (x LA) LA 0.45/0.55 (x SLA) SLA Show Calculation: Maximum Applied Water Allowance in gallons per year. Evapotranspiration in inches per year. Conversion factor to gallons per square foot. ET adjustment factor (ETAF) for plant factors and irrigation efficiency. Landscaped area includes special landscaped area in square feet. The additional ET adjustment factor for a special landscaped area (eg, 1.0 -0.55 = 0.45). Special landscaped area in square feet. (44 )(.62)[(0.55x2854 )+(0)] (27.28)(1,569.7) 42,821.42 MAXIMUM APPLIED WATER ALLOWANCE = 42 821.42 YEAR GALLONS PER P-25(C) Page2of4 Revised 10/21 Hydrozone Table for Calculating ETWU Please complete the hydrozone table(s). Use as many tables as necessary. CITY OF CARLSBAD ESTIMATED TOTAL WATER USE ETWU Hydrozone Number (1 -5 with SLA Zone Below-use as many tables as necessa to complete all h drozones Process Step No. 1 213 415 6/'/ 819 i. SLA Below I Evapotranspiration Rate 1 44.0 ET a* Conversion Factor 2 0.62 (Step 1 x Step 2) 3 27.28 Plant Factor (PF)*" (From WUCOLS) (VLW 4 0.5 0.3/0.3 0.310.5 0.5/0.5 0.5/0.8 -HW 0.1. 0.8 Area of Hydrozone (sq. 5 85 855/213 420/99 336/224 617/5 fl. HA -··-·--·-····-~--- (Step 4 x Step 5) 6 42.5 256.5/63.9 126149.5 1681112 308.5/4 Irrigation Efficiency 7 .. 0.80 0.75/.80 .80/.80 .75/.75 .75/.72 IE""" (Step 6 • Step 7) 8 53.13 342/79.88 157.5/61_88 2241149.4 411.4/5.6 (Total AH Step 8 + Total 9 1,484.79 SLA s . ft. in Step 5 {Step 3 x Step 9) 40,505.08 Estimated Total Water Use in gallons per year 10 (ETWU)-Total shall not exceed MAWA ETo* West of 1-5 = 40.0 East of 1-5 and West of El Camino Real= 44.0 East of El Camino Real= 47.0 Applicant may provide a different ETo if supported by documentation subject to approval by the City Planning Division .... Plant Factor & Water Use 0.1 = VLW-Very Low Water Use Plants 0.3 = LW-Low Water Use Plants 0.5;:; MW -Moderate Water Use Plants 0.8 = HW-High Water Use Plants ***IE Micro-spray= .80 Spray a .55 Spray/Rotor= . 72 MP Rotator=. 75 Bubbler= .75 Drip= .80 Applicant may provide a different IE if supported by documentation subject to approval by the City Planning Division (Turf and Landscape Irrigation Best Management Practices, April 2005) P-25(C) Page4 of 4 Revised 10121 "AS BUil T" P.E. ___ _ EXP, ___ _ REVIEWED BY: 0 4' 8' 16' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS INSPECTOR DATE DATE NORTH SCALE: -111 = 8' ~ CITY OF CARLSBAD ISHE8ETSI S.R. CLARKE LANDSCAPE ARCHITECTURE & DEVELOPEMENT 110 COPPERWOOD WAY# P OCEANSIDE CA 92058 760 716 3100 CA LLA#5299 ~ PLANNING DIVISION HYDROZONE PLAN: KEMPER RESIDENCE 7133 AVIARA DRIVE CARLSBAD, CA 92011 A.P.N.: 215-610-28-00 I~ IAPPROVED:A. ¥51,c_ f f------+--+-----------------t----+---1---J---j . PLANNING _"ti' ::;D;:::W;;N;:;::;;;B;:;Y=: ===:;-;::=:::;P;;R;;O;::J;;E:;;;C;;;:T:;:N;:;;O=. =::::;-;:D=R=A=w=1=N=G=N=o:;. CHKD BY: ---LPC2022-0005 DWG 536-4L RVWD BY: DEV2022-0033 DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL REVIEWED BY LA CITY APPROVAL [D FINISHED GRAD::: PLANTING IT] POP-UP SPRINKLER 12) MALEX STREET ELL' 0 SCH. 80 PVC. STREET ELL' I}] 1/2" SWING JOINT 0 THRDxSxS SXH. 80 PVC TEE' IT) PVC LATERAL LINE -SEE PLAN FOR SIZE 1-----12 ,,.------13 -~_?_8P_-_UP_S_P_R_IN_K_L_E_R _______ 0 2 10 1 [DHOSEBIB ITJ1• TO 1/2" REDUCER-THRO [II 1" PVCSCH40 ELL 8]1-1/4" TO 1"REDUCER-THRD 01-1/4" PVC SCH 40 ELL 01-1/4" MAINLINE PVC SHC. 40 01" PVC SCH80 NIPPLE "'· n'./w7P?'w73v7l"Fr"b,;;'7»,--7Nv""7"5'7r--(LENGTH AS REQUIRED) 6 'S,~ ~~0 0FINISH GRADE ¾~>-" r;;i A.'0 ---;::: -< t..£..JSECURE RISER/ROTOR TO STAKE WITH ''-',-,;"7i:<Y0Hs ~'<°' STAINLESS STEEL PUNCHLOCK CLAMP " ;,;'o/> ' ,'< ., <,1/ .@i]REBAR STAKE, #4 LENGTH PER INDUSTRY 5 STANDARD H_N_~-.SS_E_BI_B _____ ---l® NOTES: 1. PVC SLEEVE TO BE 2XDIA. OF PIPE OR WIRE BUNDLE. 2 3 12" 18+ 4 "!i'i'----15 ~-----i4 a a· ..• 1 L__..=f-----J7 MAIN AND CONDUITS [!] FINISH GRADE ~ BACKFILL MATERIAL 1 @) DETECTOR TAPE-ENTIRE LENGTH [!j PURPLE PVC MAIN PER LEGEND 1_:_ _:_-_1 I ' ' '1 11-11 -1-1 1 3 LATERAL AND CONDUIT (§] ELECTRICAL CONDUIT 6 I]] PURPLE PVC LATERAL LINE PER LEGEND) CT] CONSTRUCTION GRADE SAN. 6" ABOVE />\ND 6" BELOW MAIN OR LA-ERAL LINE. D]FINISH GRADE [II PURPLE [}]1" X ¾" REDUCING COUPLING @PURPLE RECTA~GULAR VALVE RECLAIMED (INCLUDED INXCZ-LF-100-PRF KIIT) BOX WI PURPLE LIND, ST. STL WATER VALVE (z] PRESSURE REGULATING FILTER: BOLT. WASHER. ID TAG 2. EXTEND ALL SLEEVES 12" MIN PAST HARDSCAPE EDGES. •:··A. • ·. A• [II WATERPROOF CONNECTION: [El 30-INCH LINEAR (El PURPLE LATERAL LINE SIZE PER PLAN ~lrrrr-rn11-n,,--r----,-_"F, n-1 1-rtr"· --i· r4,1 LENGTH r;;-, 3. BACK FILL SHOULD BE PLACED IN 6" LAYERS AND TAMPED. [ 111 I i' I II Ii' Ill I RAIN BIRD DB SERIES OF WIRE COILED L'!J PVC SCH 40 FEMALE ADAPTOR OR A · -REDUCER 2 4 5 @I REMOTE CONTR:)L VALVE: ITI] PURLPE SUPPLY LINE FROM MANIFOLD ._D_IM_E_N_SI_O_N-_P_ED_E_S_TR_I_AN-+-A-+-B-+-c-+_o_, :ITT m ~~111111 lml I -.1.c~=..#~~$-~--~~lli"'l-r @13-INCH MINIMUM DEPTH OF 3/4-INICH ._3·_· o_R_L_Es_s_l_N_D_IA_M._-+_18_" +-18_" +1_8_" +-5•---l· l11 i' 11 1 1 1~ _ u1 1 i' 11 11 i'11 11 lh---\+-+---+--~~u WASHED GRAVEL ---~-.l:-:-NL_s~-~-~--1~-E:-1~-c~_E_-+-3:-.. +--3:-.. +-3~-.. +-~-," lllllllll i'll111~ I i'II 1i'IIII 1111111'1111 ~ii @I MANIFOLD PIPE AND FITTINGS l,m'i 6 ~FILTER FABRIC, WRAP 1 LAYER OJ PAVING 4 ll] SAND BACK FILL COMPACTED TO THE DENSITY OF THE EXISTING SOIL @] UNDISTURBED SOIL [±j LATERAL LINES SLEEVE SEE LEGEND FOR SPECS I]] MAINLINE SLEEVE SEE LEGEND FOR SPECS @] CONTROL WIRE SLEEVE SEE LEGEND FOR SPECS -~_;-;_E_V_TN_G _________ ~@ 4 o]~o c,8,o 13 [D DBYWATERPROOF 6 a 1 2 3 "" ~~ AROUND BOX COVERING HOLES $ 11 .,..,,~T=~I_P_Z_O_N_E_K_IT ____ _,® OJ NETAFIM DRIP LINE TO SPACED 18" APART III 3/4" PVC 12] 1 FLUSH VALVE PLANTING AREA -A 0 LATERAL LINE FROM CONTROL VALVE 2 SIZE PER PLAN 0 PLANTER AREA BOUNDERY m AIR VACUUM RELEASE A VALVE PLUMED TO PVC NOTE: AT HIGHEST POINT 6 DRIP LINE TO BE BERRIED 6" IN SOIL WNINYL COATED STAPLE 1 EVERY 3' DRIP TUBING PLANTER LAYOUT OJ CONTROLLER PER LEGEND SEE MFGR. MANUAL FOR MOUNTING INSTRUCTIONS 18" MIN ....... _ _,,_ III 120 VOLT POWER WIRING IN CONDUIT IT) CONTROL AND COMMON WIRES IN CONDUIT-SECURE TO WALL [TIWALL (D 2" CONDUIT SWEEP TO OUTSIDE (D FINISHED GRADE r 2'-6" Ml ,---- 1 I I I L ___ j_ I ~--<3 II ==I -111=111 m 1111111 WALL MOUNTED CONTROLLER ® ---------13 N.T.S. 1 0 0 2 IRRIGATION CONTROL VALV -1 3 0 RCV 0 IRRIGATION CONTROL VALVE ~ CONTROLLER EQUIPMENT DESIGNATION, 2" LABELING 0 ROUND LOCKABLE PURPLE VALVE BOX 4 IT) VALVE IDENTIFICATION, 2" LABELING PER SPECIFICATIONS [Ij RECT. VALVE PURPLE BOX -~t- 8 L_V_E_B_O_X_LA_B_E_L_IN_G ______ --1® ~ FLUSH VALVE PER IRRIGATION LEGEND 0 DRIP LINE TUBING IT) 3/4" GRAVEL SUMP (1 CUBIC FEET) [TI 6" ROUND VALVE BOX ~ FINISH GRADE ~ RECYCLED WATER I.D. TAG. (THREAD NYLON TIE THROUGH 1 11 _l_'ii'Jllb:--t-~--f-'.=M HOLE IN TAG) ~ [TI FILTER FABRIC. WRAP 1 LAY~R AROUND BOX COVERING HOLES. 7 · I/ '1 l/10,y0cO"'" 00Oc:i0 z,, o:::iQ~Pc:i" r::. o<l::) ;:i oo;{) oo O r;,C)OoC) s::::r::,cO \'.,') ,.-.[)0 ,;,O\';i \JO~oo(; \'.,\'., \'., O<l":J \'., .._,6cl::) QO O \'.,"-! ,::i "~92 "~ 0~ ~8 o \'.,P10g3 FLUSH VALVE @ ~------, 112 N.T.S. ' Pi. 21--.../ PLANTING AREA -B CONNECTION (1 OF 2) 5 9 r;;, 0 CRUSHED GRAVEL CLEANED AND 12..1 SOLENOID WIRE (1 OF 2) WASHED----------------------==-------''======~====,,,,,,,!...._/ 115 N. T.S. [II MASTER VALVE PER LEGEND IT) SxS PVC SCH 40 PVC 45° ELBOW 0 FINISH GRADE IT] @MAINLINE PER PLAN ill -~-~_S_T_E_R_V_A_L_V_E _____ 1!£1_o_v_A_Lv_E_Bo_x ____ -1@) BRICK SUPPORT -FULL PERIMETER PVC TRUE UNION (TYP.)-LINE SIZE. --I.ANDSCAPE ARCHITECTURE & DEVELOPMENT S.R. CLARKE LANDSCAPE ARCHITECTURE & DEVELOPEMENT 110 COPPERWOOD WAY# P OCEANSIDE CA 92058 760-716-3100 CA LLA#5299 [D VALVE BOX 5 0 12" DIA. SCH 80 PVC PIPE 0 [II BALL VALVE-PER LEGEND-LINE SIZE 0 0 FINISH GRADE IT] 1 0 BRICK SUPPORT-FULL PcRIMETER DRAIN ROCK PVC UNION PVC MAINLINE-REFER TO LEGEND AND SPECS SIZE PER PLAN PVC MALE ADAPTOR -4 1 II TY 171-----l 4 I 1--111- 11 II I I _i =1 =~----15 pl::}fj~;e-----t 6 I [D ROOF GUTTER I}:) RAIN SENSOR -MINI CLIK 12) RUN LEAD WIRES TO CONTROLLER (TI GUTTER MOUNTING BRACKET NOTE: MOUNT SENSOR WHERE !TWILL BE EXPOSED TO UNOBSTRUCTED RAINFALL, BUT NOT IN PATH OF SPRINKLER SPRAY. ~?sOF GUTTER MOUNTED RAIN SENSOR ® [D FINISHED GRADE PLANTING IT] POP-UP SPRINKLER 12) MALEX STREET ELL* (TI SCH. 80 PVC:. STREET ELL* I}] 1/2" SWING JOINT 0 THRDxSxS SXH. 80 PVC TEE' IT) PVC LATERAL LINE 12" min. -SEE PLAN FOR SIZE @ 1 /2" SWING JOINT ill SCH 80 PVC NIPPLE LENGTH AS REQUIRED I!£] SPRING TYPE ANTI DRAIN VALVE E2) SHRUB RISER PER CODE . , , ., 11-=-1 @ SECURE RISER/ROTOR TO STAKE WITH Ii 11 1 Ii 1111 STAINLESS STEEL PUNCHLOC:K CLAMP TAG If ffi REQUIRED -- @] REBAR STAKE, #4 LENGTH PER INDUSTRY 4 r--il-..1...-.llU STANDARD SPRINKLER ON SLOPE -------------< 113 N.T.S. . NOTES: 1. 11,ERE ::lfALL BE NO RTTINGS OR C(XsNECllONS BEMN ffiE MEIER AND BACl(Fl.OW ASSEMBLY. 2. CONSTRUCT 2' HIGH RETAINING WALL (Xs 3 SIDES OF BACKFLOW PREVENlER WHEN ~STAllID ON G: '--@r---G)Cf) ~1 OR GREA1£R SLOPE. OPEN END 3 SHALL BE AT DOWNHILL SIDE OF SUlPE. PRD\1DE T HORIZONTAL -,f--CLEARANCE BEl\lEEN WALL 2' AND BACKFLDW PRE'.IENlER. II~ >}' 3. DP NOT INSTALL IN-AREA MAX ---® SUBJECT TO FLOODING. 12" MIN. ®---36" MAX. f-@ 1 36" MAX. .,, ,,,. ... ,~-1~ . I I MTR I I 9 , ' . I I I •• . . ~ I .. . ,1,,·. -..:,.· . Li ----J •. -~-.... 11 II 3 7 3 11 II // PUBLIC PRIVATE CONSUMERS RESPONSIBILITY i;::-+---:::./ ----- TO BE INSTALLED PURSUANT TO MUNICIPAL CODE BOOK 14.0B.010,4001-SEC.5 &: .TITLE 17 bF 1HE CALIFORNIA ADMINISlRAllVE CODE. llEM DESCRIPTION SPH """G 1 METER AND VALVE < BY .DISlRICT >. 2 TYPE K" HARD OR TYPE L HARD COPPER OR BRASS RISER. W 9 3 COPPER OR BRASS 90" ELBOW < SOLDER JOINTS OR TilREADED FlTTlNGS 4 COPPER OR BRASS NIPPLE. 5 BRASS UN!ON_ 6 APPROVED BACKFLOW PREVENTER ASSEMBLY. 7 FOUNDATlON ANCHOR BLOCK. 8 MElER BOK 9 WRAP PIPE WITillN CONCRElE WlTil PROTECTIVE UTILITY TAPE. APP. C . REV. APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT ;/L y ,J -£JJ. 12111 ' 2 INCH AND UNDER CIT( ENGINEER DA1E BACKFLOW INSTALLATION STANDARD OWG. NO. W-20 @---DOMESTIC 7r---,_:r---r-+------,.,t--, WATER-LINE 16" 12 PRIVATE PUBLIC 4_ 9 NOTES: 1. REFER TO DRAWING W-3 FOR SPECIFICATIONS OF INSTALLATION OF SERVICE LINE AND APPURTENANCES. 2. DISTRICT TO SET METER AND BALL VAL VE. ALL OTHERS TO BE INSTALLED BY CONTRACTOR. 3. DOMESTIC WATER LINE MATERIAL WlLL BE IN CONFORMANCE TO CODE. 4. ALL COPPER JOINTS SHALL BE S1L VER SOLDERED IN CONFORMANCE WIT~ SPECIFICATIONS. -------1-1---'----' SIDEWALK ITEM 2 3 4 5 6 7 8 9 10 11 REV. 7 .---SEE W-3. w~s. OR W-9 DESCRIPTION SPEC DWG COPPER TYPE K SOFT 30 LB. ZINC ANODE LEAD WIRE 1 COPPER TEE S1LVER SOLDER 1 ' so· COPPER BEND SIL VER SOLDER NOT USED 1 ANGLE METER STOP 37 ARMORCAST METER BOX OR EQUIVALENT 1 BALL VALVE 1 WATER METER BY DISTRICT BRASS UNION 2'.' FIRE SYSTEM WATER LINE SIZE TO BE APPROVED BY FIRE MARSHAL 1" DOUBLE CHECK VALVE WITH SHUT OFF VALVES APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT t,..:T, k '"" I" DOMESTIC WATER SERVICE CONNECTION WITH FIRE SPRINKLER SYSTEM P.E. __ _ REVIEWED BY: CLTf_ENCIN-0 -DAlE 51ANOARD DWG. ND. W-3A LPC2022-0005 DEV2022-003-3- "AS BUILT" EXP. ___ _ DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS INSPECTOR DATE I SH6ET I CITY OF CARLSBAD I SH~ETSI PLANNING DIVISION IRRIGATION DETAILS: KEMPER RESIDENCE 7133 AVIARA DRIVE CARLSBAD, CA 92011 A.P.N.: 215-610-28-00 t-----+----+--------------t--r---r----t-----t I APPROVED~ 4/~ PLANNING ~ DATE INITIAL DESIGNER OF WDRK REVISION DESCRIPTION DATE INITIAL DATE INITIAL REVIEWED BY L.A. CITY APPROVAL OWN BY: PROJECT NO. DRAWING NO. CHKDBY: LPC2022-0005 RVWDBY: . DEV2022-0033 DWG 536-4L PROVIDE REINFORCED STRAW MATTING ON SLOPES PER CITY CODE, BY NORTH AMERICAN GREEN OR CITY APPROVED EQUAL. OJ fTl :>< fTl ;;o u--<< _J> zO --< ;:g "" J> J> n ,-- 177 r- 6 ' I ' ill I U1 . ' .j,,. NB' 25' 02"W --r __ ,_ 72.11' vvv vvvvv -~ ~ . \ii d\l \7 17 17 ,;, ,;< "-\7 . . . . .. '.... ' ' ------· . ,_ · . V ?. 'v . ·• .. --' : "- <;( ~~ ~ v v ·. V V 'v' , V -" r~""~t11~~~'%.~~~ . /.r-'--.-61 :CN II tn (.,J ?" . u, Ceo ::;:j IN II tn --ro-----N. 0--.vJ---- -.j,,. ::r: N II tn -(0 ~ ----" P.P'J>"-'--41 ~ -. o: g-., r=o fTl -l 7J ?< ;;o ;;o 7J -J> fTl = (/) "" ;;o 7J :c 0 _u, X fTl 0 z D c.n ( 0 77 u, C. r- -fTl ·•. 0 fTl 1 ~· (/) (/) z C 0 -)> fTl ;;o fTl N 7J ;;o fTl gz< -oo u, . fTl SITE PLAN KEY NOTES PROPOSED DRIVEWAY, PAVERS TYPE: BELGARD, CAMBRIDGE-COBBLE, BELLA PROPOSED WATERFALL FOUNTAIN! PROPOSED BBQ ISLAND ALL CONCRETE TO BE TAN COLORTO COMPLIMENT HOUSE, WITH #3 TOPCAST FINISH PROPOSE RAISED WOOD PLANTER FOR VEGETABLE & HERB GARDEN PROPOSED PRE-FAB FIRE PIT PROPOSED RAMP PROPOSED WOOD ARBOR CMU BLOCK WALL FINISH TO MATCH HOUSE WROUGHT IRON FENCE WROUGHT IRON GATE 42" WOOD TRASH ENCLOSURE WOOD SCREEN LOUVER TO MATCH TRIM ARCHITECTURAL POT *NOTE: ALL PAVING FINISH SURFACES AN) GRADING PER CIVIL PLANS. MWELO NOTES: 1. FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OIF 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%0RGANIC MATTER IN THE TOP 6 INCHES ARE EXEMPT FROM ADDING COMPOST AND TILLING. 2. PRIOR TO PLANTING OF ANY MATERIALS COMPACTED SOIILS SHALL BE TRANSFORMED TO A FRIABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED MEET THE REQUIREMENT OF THIS SECTION. 3. THE APPLICATION OF ORGANIC MULCH MATERIALS MADE FROM RECYCLED OR POST-CONSUMER MATERIAL SHALL TAKE PRESIDENCE OVER INORGANIC MATERIALS UNLESS RECYCLED OR POST CONSUMER ORGANIC PRODUCTS ARE NOT LOCALLY AVAILABLE. -:r~ .. ~"': ·. ~~:<riif" .:::--~'~:'1£.~_ ;3/@'7? t.i: if ,t'j'e ~· S::· \& i, ;\!,]'' ~ Wt ;fl c;. i I . . I t11 \?'l:,: It Vi PLANT LEGEND WU-TREES SYM BOTANICAL NAME COMMON NAME SIZE QTY COLS T1 OLEA EUROPEA 'SWAN HILL' FRUITLESS OLIVE 48"-24" BOX 3 LOW T2 CITRUS LIMON EUREKA LEMON 15 GAL 1 MOD. T3 CITRUS LATIFOLIA BEARS LIME 15 GAL 1 MOD. T4 CITRUS MEYERI MEYER LEMON 15GAL. 1 MOD. T5 PERSEA AMERICANA HASS HASS AVOCADO 15 GAL 1 MOD. T6 PERSEA AMERICANA LAMB HASS LAMB HASS AVOCADO 15GAL. 1 MOD. T7 PERSEA AMERICANA FUERTE FUERTE AVOCADO 15 GAL 1 MOD. TB CITRUS SINENSIS VALENCIA ORANGE 15 GAL 1 MOD. T9 PUNICA GRANATUM POMEGRANATE 15GAL. 1 MOD. T10 DIOSPYROS KAKI JAPANESE PERSIMMON 15 GAL 1 MOD. T11 CUPRESSUS S. 'TINY TOWER' TINY TOWER ITALIAN CYPRESS 24" BOX 6 LOW T12 TUPIDANTHUS CALYPTRATUS MALLET FLOWER 15 GAL 2 MOD. T13 PITTOSPORUM T. 'SILVER SHEEN' SILVER SHEEN KOHUHU 15 GAL 2 MOD. SHRUBS WU- SYM BOTANICAL NAME COMMON NAME SIZE QTY COL 1 CUPHEA HYSSPIFOLIA FALSE HEATHER 5 GAL 24 2 LAVENDULA 'REGAL SPLENDOUIR' REGAL SPLENDOUR LAVENDER 1 GAL 23 LOW 3 LEONOTIS LEONURUS LIONS TAIL 5 GAL 8 LOW 4 LANTANA 'NEW GOLD' NEW GOLD LANTANA 1 GAL 19 LOW 5 DIANELLA REVULATA 'LITTLER EV.' LITTLE REV. FLAX LILY 1 GAL 10 LOW 6 ROSEMARINUS 0. 'BARBEQUE' BARBEQUE ROSEMARY 5GAL. 6 LOW 7 BUXUS SEMPERVIRENS 'MONRUE' GREEN TOWER BOXWOOD(TOPIARY) 15GAL. 2 MOD. GROUNDCOVERS WU- SYM BOTANICAL NAME COMMON NAME SIZE SQ.FT.COLS v' v' 'v ,;; LANTANA MONTEVIDENSIS PURPLE TRAILING LANTANA 1 GAL. 36" OC 1482 LOW "i7 'v 'v V ~ ¢¢r§,:;,'¢ TRACHELOSPERMUM JASMINOIDES STAR JASMIN 1 GAL. 24" OC 127 MOD. 0000000 BLUE CHALKSTICKS 0000000 SENECIO MANDRALISCAE 1 GAL. 18" OC 482 LOW ,0000000 .o o_o o HERB & VEGETABLE GARDEN 84 MOD MULCH -3" DEEP LAYER 1,316 -- D.G. -CALIFORNIA GOLD 100 ... LANDSCAPE GENERAL NOTES: 1. ALL LANDSCAPE SHALL CONFORM TO THE STANDARD'S OF THE CITY OF CARLSBAD LANDSCAPE REGULATIONS AND THE CITY OF CARLSBAD LAND DEVELOPMENT MANUAL LANDSCAPE STANDARDS AND ALL OTHER RELATED CITY AND REGIONAL STANDARDS. 2. MAINTENANCE: ALL REQUIRED LANDSCAPE AREAS SHALL BE MAINTAINED BY OWNER. LANDSCAPE & IRRIGATION AREAS IN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BE THE OWNER. LANDSCAPE AREAS SHALL BE MAINTAINED FREE OF DEBRIS AND LITTER. ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY GROWING CONDITION. DISEASED OR DEAD PLANT MATERIAL SHALL BE SATISFACTORILY TREATED OR REPLACED PER THE CONDITIONS OF THE PERMIT. 3. IRRIGATION: AN EFFICIENT, AUTOMATIC. ELECTRICALLY CONTROLLED IRRIGATION SYSTEM SHALL BE PROVIDED AS REQUIRED FOR PROPER IRRIGATION, DEVELOPMENT. AND MAINTENANCE OF THE VEGETATION IN A HEALTHY. DISEASSE-RESISTANT CONDITION. THE DESIGN OF THE SYSTEM SHALL PROVIDE ADEQUATE SUPPORT FOR THE VEGETATION SELECTED. THE PROPOSED IRRIGATION SYSTEM SHALL BE A COMBINATION OF POP-UP SPRY HEAD AND DRIP LINE. 4. ALL GRADED, DISTURBED, OR ERODED AREAS THAT WILL NOT BE PERMANENTLY PAVED OR COVERED BY STRUCTURES SHALL BE PERMANENTLY RE-VEGETATED AND IRRIGATED. 5 ARCHITECTURAL ELEVATIONS AND FEATURES SHALL BE CONSIDERED AND ENHANCED WITH PLANTINGS OF SIMILAR DESIGN CHARACTER. 6. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE (2% GRADE IN PLANTING AREAS) AWAY FROM ALL STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. 7. A SOIL TEST BY A QUALIFIED AGRONOMIST SHALL FURTHER INFLUENCE PLANT MATERIALS AND INSTALLATION TECHNIQUES 8. ALL SOILS WILL BE FERTILIZED. AMENDED. AND TILLED TO CONFORM TO RECOMMENDATIONS MADE BY A SOIL TESTING LABORATORY AND/OR LANDSCAPE ARCHITECT IN ORDER TO PROMOTE HEALTHY AND VIGOROUS PLANT GROWTH. 9. ALL PROPOSED PLANTING AREAS SHALL BE TREATED WITH SOIL CONDITIONERS TO INCREASE AND RETAIN SOIL MOISTURE. 10. ALL PLANTER AREAS SHALL RECEIVE A 3" DEPTH OF SHREDDED BARK MUCH. 11. ALL PLANTING AREAS WILL BE MAINTAINED IN A WEED AND DEBRIS FREE CONDITION. 12. NON-BIODIGRADABLE ROOT BARRIERS SHALL BE INSTALLED WERE TREES ARE PLACED WITHIN 5' OF PUBLIC IMPROVEMENTS INCLUDING WALKS. CURBS, OR STREET PAVEMENT OR WHERE NEW PUBLIC IMPROVEMENTS ARE PLACED ADJACENT TO EXISTING TREES. ROOT BARRIERS WILL NOT BE WRAPPED AROUND THE ROOT BALL. 13. ALL TREES LOCATED WITHIN A VEHICULAR SIGHT LINE MUST HAVE ALL LIMBS REMOVED TO A HEIGHT OF 6 FEET ABOVE THE ADJACENT TOP OF CURB. 14. ALL UTILITIES ARE TO BE SCREENED. LANDSCAPE CONSTRUCTION DRAWINGS WILL BE REQUIRED TO SHOW AND LABEL ALL UTILITIES AND PROVIDE APPROPRIATE SCREENING. 15. ONLY SUBSURFACE IRRIGATION SHALL BE USED TO IRRIGATE ANY VEGETATION WITHIN TWENTY-FOUR INCHES OF AN IMPERMEABLE SURFACE UNLESS THE ADJACENT IMPERMEABLE SURFACES ARE DESIGNED AND CONSTRUCTED TO CAUSE WATER TO DRAIN ENTIRELY INTO A LANDSCAPED AREA. ',';., LPC2022-0005 DEV2022-0033 "AS BUil T" P.E. __ _ EXP. ___ _ DATE REVIEWED BY: I NORTH SCALE: -1" = 8' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS INSPECTOR DATE N 0 N OJ > 0 N 7J C) 0 -+ > 0 f> C) u, D ' 0 0 D > 0 I . ,.,.__~1 "DOMESTIC WATER SERVICE CONNECTION \ WITH FIRE SPRINKLER SYSTEM ~CMWD DWG NO. W-3A 1 1---i.>.-LI.NE 1 STATION#39+31.72 .·. )RR. 12 GMP MAX. · " fTl ,7? + ff SIGHT D N 0 ECXM. iCMWD DWG NO .. ··'L20 AV I ARA DRIVE I ~...J.._ __ _L_-EB---+-+Wl-:,-----,a"'>--'-' ,-----------,---------+---l'a,._ ___ _:~;_' +c----1-!+:P7f-2 L _ ..J;i_ _ l s _ , _ , _ .. , _ s _ , _ , , _ , _ , _, _ , -·· , _ s ~ -· , . "' !,'-' f ~ , ~ , ! ..... 1+ OD 0 ----~-> ,_o•+ s-s-· s-s-s s 0 > l .m w-•-w-w-w.-w-w w-w-~ 0 •-.w-w W.i2:----W -W -W -W - S.R. CLARKE LANDSCAPE ARCHITECTURE & DEVELOPMENT S.R. CLARKE LANDSCAPE ARCHITECTURE & DEVELOPEMENT 110 COPPERWOOD WAY# P OCEANSIDE CA 92058 760 716 3100 CA LLA#5299 N0.529 ~ThM~l>/llE J.f • 1.P• HENF.W~lDA I S~EET I CITY OF CARLSBAD 1 sHiETS I PLANNING DIVISION PLANTING PLAN: KEMPER RESIDENCE 7133 AVIARA DRIVE CARLSBAD, CA 92011 A.P.N.: 215-610-28-00 t----+---+---------------1--t---t-----i-----t\APPROVED~ al~ PLANNING ~ 161/22 DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL REVIEWED BY L.A. CITY APPROVAL DWN BY: PROJECT NO. DRAWING NO. CHKD BY: LPC2022-0005 RVWDBY: DEV2022-0033 DWG 536-4L NOTE, PROVIDE EROSION CONTROL FABRIC PER CITY CODE & STANDARDS ON PLANTING PIT SLOPES. RUBBER TREE TIES LOOPED IN A 'FIGURE 8' AROUND TRUNK AND STAKE. 2" DIA. LODGEPOLE STAKE. MIN 10' LENGTH. PlAN DO NOT REMOVE SIDE GROWTH ALONG TRUNK. PRUNE ONLY AS DIRECTED BY THE AGENCY. ACH TREE TIE SHALL BE NAILED TO STAKE USING GALVANIZED NAILS. 2-2b DIA 10' MIN LENGTH LODGEPOLE STAKES AND 4 11ES. TOP TREE TIES SHALL BE 3'' BELOW TOP OF STAKE. TIES SHALL PROVIDE FLEXIBILITY OF TRUNK BUT NOT ALLOW RUBBING OF TRUNK OR BRANCHES AGAINST STAKE. 6" FROM LOWEST OR NEAREST BRANCH. 'TOP OF ROOT BALL 1" ABOVE FINISHED GRADE, PLANT TABLETS BURRIED, MAX 3" DEEP CHAMF'ER AS NEEDED TO EUMINA TE SOIL SLOUGHING. 2" -3" MULCH, 3" CLEAR FROM TRUNK. 4" HIGH BERM FIRMLY COMPACTED 1:1 MAX SLOPE. 4" PERFORATED PVC BREATHER TUBE W/ BLACK FLAT GRATE CAP PLANT TABLETS PER SPECS., MAX 3• DEEP. UNDISll.JRBED NATIVE SOIL, TREE BUBBLERS ON UP HILL SIDE OF TRUNK (1-4) 4" PVC RIGID PERFORATED BREATHER TIJBE • X :rREE BUBBLERS (1-4) TREE STAKES (m>) V"-4-TREE TRUNK ---,,'--.._4• PVC RIGJD PERFORATED BREATHER TUBE TREE STAKEs-"'---x (TIP) TREE TRUNK PLANTER HOLE A -SLOPES PLANTER HOLE 8 -LEVEL GROUND NOTES 1. DOUBLE STAKE 15 GAL. AND LARGER TREES. SINGLE STAKE TREES SMALLER THAN 15 GAL 2. FOR SINGLE STAKED TREES, PLACE STAKE ON WINDWARD SIDE OF TREE. 3. LOCATE STAKES OUTSIDE OF ROOTBAU. 4. PROVlDE MINIMUM DISTANCE FROM OTHER OBJECTS AS FOLLOWS: 20' TRAFFlC SIGNALS, 12' STREET LIGHTS, 10' FIRE HYDRANTS, SEWER LINES ANO SDG&:E FOR PAD MOUNTED EQUIPMENT, ANO 5' UNDERGROUND SDG&E ELECTRIC ANO GAS LINES. Revision By A proved Dote SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN DIEGO REGIONAL STANOAROS COMMITTEE ORIGINAL Kercheval 12 75 Delete Metric SJG N. Batto 06 11 10. '25, '2018 Chai erson R.C.E. 19246 l]ote Reviewed HM T. Shmton 10 15 Re\.llewed EW T. Stanton 10 18 TREE PLANTING AND STAKING Soil Management Plan February 02, 2022 RE: Kemper Res. Carlsbad, CA. DRAWING NUMBER L ~01 The soil pH is moderately acidic at 6.11. Nitrogen and magnesium are high. Phosphorus is low. Potassium and sulfur are modest. The micronutrients arc sufficient. Sodium is moderately high. SAR is 6.0. Recommendations General soil preparation on a square foot basis. Broadcast the following materials unifonnly. The rates are per 1,000 square feet. Incorporate them homogeneously 6 inches deep: Potassium sulfate (0-0-50) -8 pounds Triple superphosphate (0-45-0) -4 pounds agricultural gypsum -40 pounds good quality soil amendment -about 3 cubic yards, sufficient for 3% to 5% soil organic matter on a dry weight basis For soil preparation on a volume basis, incorporate homogeneously the following materials into clean soil. Rates are expressed on a cubic yard basis: Potassium sulfate (0-0-50)-113 pound Triple superphosphate (0-45-0)-1/4 pound agricultural gypsum -2 pounds good quality soil amendment -about 15% by volume, sufficient for 3% to 5% soil organic matter on a dry weight basis Irrigate deeply and lower the SAR to less than 3.0. Afterwards, apply calcium nitrate (15.5-0-0) at 6 pounds per 1,000 square feet if nitrogen is low. For site maintenance, apply calcium nitrate (15.5-0-0) at 5 pounds per 1,000 square feet about once per quarter. Monitor the site with periodic soil testing. Adjust the maintenance program as needed. Soil organic amendment suggestions 1. Humus material shall have an acid-soluble ash content ofno less than 6% and no more than 20%. The organic matter content shall be 50% or more on a dry weight basis. SLOPE NOTE, PROVIDE REINFORCED STRAW MATTING ON SLOPES PER CITY CODE, BY NORTH AMERICAN GREEN OR CllY APPROVED EQUAL RUBBER TREE TIES LOOPED IN A 'FlGURE 8' AROUND TRUNK AND STAKE. 6" FROM LOWEST OR NEAREST BRANCH. CHAMFER AS NEEDED TO ELI MINA TE SOIL SLOUGHING. 1:1 MAX SLOPE. PLANT TABLETS PER SPECS., MAX 3" DEEP. lREE STAKES (TYP) 2" DIA. LODGEPOLE STAKE. MIN 10' LENGTH. PlAN 00 NOT REMOVE SIDE GROWTH ALONG TRUNK. PRUNE ONLY AS DIRECTED BY 'THE AGENCY. ACH TREE TIE SHALL BE NAILED TO STAKE USING GALVANIZED NAILS. 2-2" DIA 10' MIN LENGTl-1 LODGEPOLE STAKES AND 4 TIES. TOP TREE TIES SHALL BE 3• BELOW TOP Of STAKE. TIES SHALL PROVIDE FLEXIBILITY OF TRUNK BUT NOT ALLOW RUBBING OF TRUNK OR BRANCHES AGAINST STAKE. TOP DF ROOT BALL 1" ABOVE FINISHED GR ADE. -.:r MULCH, 3" CLEAR FROM TRUNK. 4" HIGH BERM FIRMLY COMPACTED ---4" PERFDRA1ED PVC BREA'THER ::-----=¾~fFf 11JBE W/ BLACK FLAT GRATE CAP FASTENED STAINLESS STEEL SCREW (2) WRAPPED 1N FILTER FABRIC & EXTENDtNG TO THE BOTTOM OF iil+rKFILL C, PLANT TABLETS BURRIED, MAX 3" DEEP 2 K BALL WIDTH MINIMUM TREE BUBBLERS ON UP HILL SIDE OF TRUNK (f-4) UNDISTIJRBED NATIVE SOIL: 4" PVC RIGID PERFORAlED BREATHER WBE X • :J"REE BUBBLERS (l-4) TREE TRUNK ~---'----4• PVC RIGID PERFORATED BREATHER TIJBE PLAN1ER HOLE TREE STAKES--',c--x (m') PLANTER HOLE A -SLOPES B -LEVEL GROUND NOTES 1. DOUBLE STAKE 15 GAL. AND LARGER lREES. SINGLE STAKE TREES SMALLER lHAN 15 GAL 2, FOR SINGLE STAKED TREES, PLACE STAKE ON WINDWARD SIDE OF lREE. 3. LOCATE STAKES OUTSIDE OF ROOTBALL. 4. PROVlDE MINIMUM DISTANCE FROM OTHER OBJECTS AS FOLLOWS: 20' TRAFFIC SIGNALS, 12' STREET UGHlS, 10' FIRE HYDRAN1S, SEWER LINES AND SDG&E FOR PAD MOUNTED EQUIPMENT, AND 5' UNDERGROUND SDG&:E ELECTRIC AND GAS LINES. Revision B Approved Date SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN IJIEGO REGIONAL STANDARDS COMMITTEE ORIGINAL Delete Metric SJG N. Batta 06 11 10. 'J'S. '2018 Choi ers□n R.C.E 19246 Dote Reviewed HM T. Stanton 10 15 Reviewed EW T. Stanton 10 18 TREE PLANTING AND STAKING 2. The pH of the material shall be between 6 and 7.5. DRAWING NUMBER L-01 3. The salt content shall be less than 10 millimho/cm@ 25° C. in a saturated paste extract. 4. Boron content of the saturated extract shall be less than 1.0 parts per million. 5. Silicon content (acid-insoluble ash) shall be less than 50%. 6. Calcium carbonate shall not be present ifto be applied on alkaline soils. 7. Types of acceptable products are composts, manures, mushroom composts, straw, alfalfa, peat mosses etc. low in salts, low in heavy metals, free from weed seeds, free of pathogens and other deleterious materials. 8. Composted wood products are conditionally acceptable [stable humus must be present]. Wood based products are not acceptable which are based on red wood or cedar. 9. Sludge-based materials are not acceptable. 10. Carbon:nitrogen ratio is less than 25:1. I 1. The compost shall be aerobic without malodorous presence of decomposition products. 12. The maximum particle size shall be 0.5 inch, 80% or more shall pass a No. 4 screen for soil amending. Maximum total permissible pollutant concentrations in amendment in parts per million on a dry weight basis: arsenic 20 copper 100 selenium 50 cadmium 15 lead 200 silver 10 chromium 300 mercury 10 vanadium 500 cobalt 50 molybdenum 20 zinc 200 nickel 100 Soil Analyses Plant Analyses Water Analyses . . . .. PERSPECTIVE VIEW OJ TYPICAL SIDEWALK OR 1 i---===::::>-s::::;~:::::::::::-:---~==;;~ HARDSCAPE SURFACE ill ROOT BARRIER-MODEL NO. UB 18-2 DEEP ROOT PARTNERS, (800) 458-7668 ~ <• r . .. 5' . . .. <t. . . '-.1..---1 1 2 3 .....__ ___ _j__J2 '------+--I 4 [I] TREE/TREE TRUNK STREET CURB OR HARDSCAPE SURFACE TOP OF DEEPROOTBARRIER MUST BE AT LEAST 112" (13MM) ABOVE GRADE [}] GROUND LOCKS 6 ROOT BARRIER • INSTALL ALONG ANY PAVING \/IITHIN 10' OF TREE. TRUNK N.T.S. WALLACE LABS SOILS REPORT IIPrint Date February 02, 2022 365 Coral Circle Location Kemper Res. Carlsbad, CA. El Segundo, CA 90245 Requester Sean Clarke, S.R. Clarke Landscape Architects 310i 615-0116 =a~bic inte~retation; * very low,*"' low,"'** mmleralB ammonium bicarbonate/DTPA I -~ * * ,i •• i, ~• * * * veru hi"h extractable -mg/kg soil Sample Description 3) 12" Deep sample Inter!_)fctation or data low medium high . 0-7 8-15 over 15 phosphorus 2.66 0-60 60-120 121-180 potassium 87.44 0-4 4-IO over 10 iron 20.66 0-0.5 0,6-1 over l manganese 6.83 0-1 1 -l.S over 1.S zinc 1.11 0-0.2 0.3-0.5 over 0.5 copper LIS n_ n,., n ,,_ n" ' . 0.33 calcium 380.32 magnesium 426.07 sodium 260.6S sulfur 18.97 molybdenum nd ·.· . 0.36 The following trace aluminum nd elements may be toxic arsenic 0.04 The degree of toxi~lty barium 0.62 depends upon the pH of cadmium 0.04 the soil, soil texture, chromium nd organic matter, and lhe cobalt 0.10 concentrations of the lead 0,73 individual elements as well lithium 0.34 . .. mercury nd selenium nd The pH optimum depends silver nd upon soil organic strontium 3.04 matter and clay content~ tin nd for clay and loam soils: 0,26 under 5.2 is too acidic 6.5 to 7 is ideal Saturation Extract over 8.0 is too alkaline 1H value 6.11 The ECe is a measure of ECe (milli-1.37 the soil salinity: mho/cm) 1-2 affects a few plants calcium 37.5 2-4 affects some plants, magnesium 2S.0 > 4 affects many plants. sodium 192.1 potassium 7.7 cation sum problems over 150 ppm chloride 216 good 20 -30 ppm nitrateasN 71 phosphorus as P 0.6 toxic over 800 sulfate as S S9.2 anion sum toxic over 1 for many plants boron asB 0.31 I increasing problems start atJ SAR I 6.0 est. gypsum requlrement-lbsJl000 sq. ft. 102 relalive infiltration rate slow estimated soil texture sandy loam lime (calcium carbonate) no organic matter fair moisture content of soil 5.7% half saturation percentage 18.8% Elements are expressed as mg/kg dry soil or mg/I for saturation extracL pH and ECe are measured In a saturation paste extract nd means not detected. Analytlcal data determined on soil fraction passing a 2 mm sieve. graphic ., *** ***** **** *** -1-'l<'l'* **'~ ,;,i.,;. '~*'~,:,,;, **'~* ,, • * •I• ' * ' , ' * * ,, ' * • .r, '" ,i,,i,,1, *** *"' **,), millieq/1 1.9 2.1 8,4 0,2 12.5 6,1 5.1 0.0 3.7 14.9 0 d d jo ' 0 0 c' ' . . : -. . . . ✓-...... . __.-,, . ~ . ~ ~ _,, .. ' ..... / . . . . . . . . P4 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS S.R. CLARKE LANDSCAPE ARCHITECTURE & DEVELOPEMENT 110 COPPERWOOD WAY# P OCEANSIDE CA 92058 760 716 3100 CA LLA#5299 0.5299 ll J Cl -, -31-24 CA~II' DATE INITIAL DESIGNER OF WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION REVIEWED BY L.A. CITY APPROVAL I S8EET I LPC2022-0005 DEV2022-0033 "AS BUil T" P.E. ___ _ EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD ISH~ETSI PLANNING DIVISION PLANTING DETAILS: KEMPER RESIDENCE 7133 AVIARA DRIVE CARLSBAD, CA 92011 A.P.N.: 215-610-28-00 APPROVED:A ~ l i&1 /J..z_ PLANNING V OWN BY: PROJECT NO. DRAWING NO. CHKDBY: LPC2022-0005 RVWDBY: DEV2022-0033 DWG 536-4L