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Home My WebLink AboutDWG 406-6M; CT 02-23; STEINHAUER RESIDENCE; 01-08• I I I I I a:i C/j I t I / rf 6 1,"/i b . --~lP( ._.... & , F?. Ysa ----f..: . ' I I I I I I I I I I i I I f / / I I I I I I I I I I / / _a:: I ' ~ II ;' ! _;:/ I I " I I ."" I I~ I I I I i I I : / / I I STEINHAUER RESIDENCE LANDSCAPE CONSTRUCTION PLAN 2499 LAPIS ROAD, CARLSBAD CA. 92009 A.P.N.: 213-230-08-00 CITY OF OCEANSIDE PACIFIC OCE/,N ?a cosr CITY OF VISTA 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 RELIEV/E ME, AS THE LICENSED DESIGNER OF WORK OF MY RESPONSIBILITIES FOR PROJECT DESIGN. BY: <2 ,..,__ ~ = DATE: °t · ("f; 't..[ PHONE NO: (760)716-3100 REGISTRATION NO: #5299 EXPIRATION DATE: 01-31-22 THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAP0E CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING.md BY· :;=-;;...A'-~ DATE: 1,{'fi"-Z-C PREPARER WATER EFFICIENT LANDSCAPE DECLARATION: g; I I ~ m I : I I I ca·/ CITY OF ENCINITAS I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENif 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. :m l I / I I ! I I I I ft..1----1- 1 I I I I ---(.' -- -r::---- I / (lj I >,: (lj I I I I I I I I I I I If , .~ I '~ : ,~ I I I ! I I 1 I I I/ J ------,..__/ /~~ I ,,,~ I If! 20' F .Y.S.B j,./?J ✓✓/ I 0 8' 16' 32' VICINITY MAP \ \J>,P\SRO- \ \ I I \ \ \ N.T.S. /PROJECT / SITE I VERMARINE er \\ \ BY·<;. dr/4 PHONE NO· (760) 716-3100 DATE: Cf./t:;"-Z..[ REGISTRATION NO: #5299 EXPIRATION DATE: 01-31-22 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 FINJ\\L 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 SITE MAP LOCATION MAP SCALE: -1" = 16' CITY NOTES: 1. SLOPES 6:1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTINIG 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 YEARt. 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 -LOVV 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 MINIMIUM 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 GOV/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 OF ROUGH 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 IM MEDIATE TREJl\TMENT 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/OR IMPROVEMENT PLANS ARE APPROVEO FOR A PERIOD OF TWO (2) YEARS FROM THE DATE SIGNED BY THE Gin' ENGINEER. AFTER THE TWO (2) YEAR PERIOD HAS LAPSED, THE ENGINEER OF RECORD MAY BE REQUl'!ED TO SUBMIT Afl'IID PROCESS FOR Gin' ENGINEER APPROVAL, UPDATED Pl.JI\NS THAT COMPLY WITH THE MOST CURRENT ClfY STANDAROS, 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 Call: TOLL FREE 1-800 227-2600 WWW,CALL811.COM Underground Service Alert S.R. CLARKE LANDSCAPE ARCHITECTURE & DEVELOPEMENT 110 COPPERWOOD WAY# P OCEANSIDE CA 92058 760-716 3100 CA. LLA#5299 N.T.S. PRIOR TO BEGINNING LANDSCAPE WORK: THE CONTRACTOR SHALL CONlACT THE DESIGNER OF WORK PRIOR TO BEGINNING !LANDSCAPE WORIK AND THE DESIGNER OF WORK SHALL REVIEW THE PROJECT UTILITY LOCATIONS ANDI 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 GROWfTH AND ROOTS. DRAWING INDEX SHEET TITLE SHEET NO. COVERSHEET 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 P.E. __ _ EXP. ___ _ DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS REVIEWED BY: INSPECTOR DATE f----l----+--------------1----l---1------I-------I I SH1EET I CITY OF CARLSBAD I SHE8ETS I ::::===-:::::==:::::P:::LA:::::::NN:::l:::::NG:::::::D:::::IV:::IS::10:::N::::=====-::::::::::::= 1------'1-----1------------------+----I------I----I------I COVER SHEET FOR: STEINHAUER RESIDENCE 2449 LAPIS ROAD CARLSBAD, CA 92009 A.P.N.: 213-230-08-00 APPROVED: __ __,,d_~~'..11-~~~=-------9 /1u,/z.' l-----l------1------------------1-----1----1----1------1 ::';:P::,:LA:::N:::N:;;:IN:::G:::::==:;-;:::=======:::;;::=====! i---.,,...,.-,,,,..-l---,,,---l------------------1-----1----1----I------I DWN BY: PROJECT NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ___ , LPC2021-0017 DESIGNER OF WORK REVISION DESCRIPTION REVIEWED BY L.A. CITY APPROVAL RVWD BY: CT020023 DRAWING NO. 406-6M IRRIGATION SPECIFICATIONS PART 1.00 GENERAL B. HANDLING OF PVC PIPE-EXERCISE CARE IN HANDLING, LOADING AND STORIING OF PVC PIPE .. 1.01 GENERAL REQUIREMENTS ALL PVC PIPE SHALL BE TRANSPORTED IN A VEHICLE WHICH ALLOW LENGTH! 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 REL'IOVED AND REPLACED WITH NE\W PAVING A. THE CONTRACTOR SHALL FURNISH ALL LABOR, TOOLS MACHINJERY, 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 COMDITIONS 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:$ IS FOR THE CONTRACTOR'S REFERENCE. THERE IS NO GUII.RANTEE AS TO THE ACCURACY OF THE INFORMATION. CONTRACTOR SHALL LOCATE AND VERIFY UTILIITY LOCATIONS lrO HIS SATISFACTION. D. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL REPAIRS MADE NECESSIARY 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. PUBLIC SAFETY A. THE CONTRACTOR SHALL TAKE ALL PREC.11.UTIONS TO INSURE THE SAFET'tf OF ALL WORKERS, PEDESTRIANS AND ADJACENT PROPERTY IN ACCORDANCE WITH CALIFORNIA/OSHA REQUIREMENTS, THE LANDSCAPE ARCHITECT AND OR CONSULTANTS DO NOT PRACTICE OR NOT PRACTICE OR CONSULT IN THE FIELD OF SAFETY ENGINEERING. THE LANDSCAPE ARCHITECT DOES NOT DIRECT THE CONTRACTORS OPERATIONS 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 1.02 ORDINANCES AND REGULATIONS; 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. A. ALL LOCAL, MUNICIPAL AND STATE LAWS AND RULES & REGULIATIONS 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 V\/ITH ANY OF THE ABOVE RULES REGULATIONS, <OR CONTRACT DOCUMENTS 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 PPY ALL FEES ASSCOCIATED WITH THE CONSTRUCTION OF THE IMPROVEMENTS. 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 ~IINIMUM AND SHALL BE RESTORED TO ORIGINAL CONDITION. C. EXISTING TREE: 1.03 SCOPE OF WORK 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 IBY OTHER METHODS SO AS TO PREVENT DAMAGE TO LIMBS OR BRANJCHES. 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 COST!: TO THE OWNER: FOR ADDITIONS OR DELETIONS TO THE CONTRACT DOCUMENTS. D. WORK NOT INCLUDED: N.I.C., BY OTHERS, EXISTING 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 21NCIH AND LARGER ROOTS OCCUR, SHALL BE DONE BY HAND.ROOTS 2 INCHES OlR 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: 1.04 SCHEDULE OF WORK SMALLER THAN 21NCHES Ill 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. 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 GRADIIIG 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. 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 PRECAUTIONS ARE NECESSARY TO PROTECT THESE UNDERGROUND LINE FROM DAMAGE. IN lrHE EVENT DAMAGE DOES OCCUR, ALL DAMAGE SHALL BE REPAIRED BY CONTRACTOIR, AND ALL COSlTS OF SUCH REPAIRS SHALL 3E PAID BY CONTRACTOR. 1.13 1.05 COORDINATION 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 DAlfE OF FINAL ACCEPTANCE OF THE WORK. 1.06 1.07 1.08 1.09 1.10 1.11 A. CONTRACTOR SHALL REPORT TO THE OWNER'S REPRESENTATIVE ANY DEVIA"Jl"IONS BETWEEN COt-lSTRUCTION CONTRACT DOCUI/IENTS, 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 A.T THE CONTRACTORS EXPENSE. B. CARE SHALL BE TAKEN TO COORDINATE THE WORK AT ALL TIMIES WITH OTHER! CONTRACTORS WORKING IN AflD ADJACENT TD THE AREAS IN THIS CONTRACT. THIS IS TO INSURE AN ORDERLY AND EFRCIENT INSTALLATION PROCEDUIRE, AND TO MINIIMIZE CONFLICTS wrrH 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. CAIREFULLY INSPECT ALL CONDITION OF WORK ACCORCING TO THE ACTUAL SITE AND Pll.AN INSTALLATION ACCORDINGLY FURNISHING ALL PIPE AND FITTINGS TO MEET THE SYSTEMS REQUIREMENTS. CONTRACTOR SHALL REPORT ANY CONFLICTS PRIOR TO BEGl~\INING WORK TO THE OWNER'S REPRESENTATIVE. VVORK SHALL BE INSTALLED IN SUCH A MANNER A.S TO AVOID CONFLICTS BETWEEN IRRIGATION SYSTEMS, PLANTING AND ARCHITECTURAL FEATURES. SUBSTITUTIONS A. NO SUBSTITUTIONS OF IRRIG/lTION EQUIPMENT OR OTHER CONSTRUCTION MATERIAL WILL BE PERMITTED WITHOUT THE VVRITTEN PERMISSION OF THE LAINDSCAPE ARCHIITECT. IF IRRIGATION EQUIPMENT SUBSTITUTIONS ARE ,\CCEPTED AND ARE OF LESS VALUE THEN THOSE SPECIFIED, THE CONTPACT PRICE WILL BE ADJUSTED IIN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACT. 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 lt-lFERIOR MATERIAL AN DD/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, A.ND ADJUSTING EACH TYPE OF SPRINKLER HEAD VALVE SUPPLIED ON THIS PROJECT. 2. (2) KEYS FOR EACH AUTOMATIC CONTROLLER, LOCKING VALVE BOXES AND LOCKING QUIC:K COUPLER. 3. (4) IRRIGATION HEADS WITH NOZZLES (OF EACH TYPE USED) FOR EVERY 1COO 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 U\NDSCAPE ARCHITECT RESERVES THE RIGHT TO CHANGE PART 2.00 MATERIALS THE MANUFACTURER, MODEL ,II.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) CONTRACTORS HALL BE NOTIFIED AND THE CHANGES CONFIRMED IN WRITING PRIOR TO 1120-160/200 P.S.I. CLASS 315 WITH SOLVE\JT WELD CONNECTIONS; 1-1/2" AND SMALLER THE IRRIGATION INSTALLATIOrl OPERATION COMMENCING. CHANGES IN ANY IRtRIGATION SHALL BE PVC SCHEDULE 40. EQUIPMENT FURNISHED THAT REQUIRES A RE)UCTION ORADEllTION 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 UNIFORl\11 PLUMBING CODE. REJECTIONS A. ANY IRRIGATION EQUIPMENT AND OF WORK MII.Y BE REJECTED IF IN THE OPINION OF THE OWNER'S REPRESENTATIVE SUCH DOES NOT MEET THE REQUIIREMENT AND THE SPECIFICATIOflS. ALL REJECTED WORK AND OR IRRIGATION EQUIPMENT SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR AT HIS EXPENISE. REJECTED VNORK SHALL BE REDONE IN A TIMELY MANNER AND APPROVED BY THE OWNIER'S REPRESENJTATIVE. SUBMITTAL$ A. SUBSTITUTIONS; SUBMIT 3 COPES OF THE CATALOG INFORMATION ON MATERIAL WHICH ARE TO BE 2.02 SUBMITTED FOR SUBSTITUTIO'IJ. COMPLETE M,\TERIAL LIST SHALL BE SUBMITT'ED 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 INSTALLATIOM RECORD DRAWING. THE MARKED CONT~CT 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 COIMPLETION". 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 DAMIAGE, BREAKAGE, DETERIORATION, INTRUSION, INTRUSION, IGNITION, EXCESSIVE EXPOSURE TO SUN, AND VAIIDALISM. DELIVER IN ORIGINAL UNOPENED PACKAGING CONTAINIERS PROMINENTLY DISPLAYING MANUFACTURER NAME, VOLUME, QUANTITY, CONTENTS, INSTRUCTIONS, AND CONFORMANCE TO LOCAL, STATE, AND FEDERAL LAW. RIEMOVE AND REPLACE CRACKED, BROKEN OR CONTAMINATED ITEMS OR Ell.EMENTS 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 PLUWIBING CODE. C. FLEXIBLE TUBING SHALL BE PVC FLEXIBLE AS SPECIFIED IIN CONTRACT DOCUMENT$. 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(S) OF PIPE AND FITTINGS. CEMENT SHALL BE MAINTAINED /A.T PROPER CONSISTENCY THROUGHOUT USE. B. PIPE JOINT COMPOUND SHALL BE NON.HARDENING, NO TOXIC MATERIALS DESIGNED SPECIFICALLY FOR USE Ot-1 THREADED CONNECTIONS 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 A\ND 6" RAINBIRD· ROUND BOX. 2. ¾ 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 ARE L 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 ARCHITECT. G. CONTROL WIRE CJNNECTION SHALL BE MADE WITH 3M DIRECT BURY SPLICE, RAl~\JBIRD PENTITE CONNECTORS, OR SIMILAR DRY METHOD .. H. ELECTRIC CONTROL VALVES-AS SPECIFIED IN COINTRACT DOCUMiENTS. I. SPRINKLER HEADS-AS SPECIFIED IN CONTRACT DOCUMENTS. FABHICATE 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 DOCUMENTS. K. STRAINER -SHALL BE AS SPECIFIED IN CONTRACT DOCUMENTS. L. PRESSURE REDUCING VALVE AS SPECIFIED IN CONTRACT DOCUMENTS M. AUTOMATIC CONTROLLER -AS SPECIFIED IN CONlfRACT DOCUMENTS. N. BALL VALVES -AS SPECIFIED IN CONTRACT DOCUMENTS. 0. BACKFLOW PREVENTION DEVICE· AS SPECIFIED IN CONTRACT DOCUMENTS. 3.0B PART 3.00-INSTALLATION 3.01 PREPARATION A. SCHEDULE AND COORDINATE PLACEMENT OF EQUIPMENT IN A MANNER TO EFFEC:T THE EARLIEST COMPLETIJN OF WORK IN CONFORMANCE WITH CONSTRUCTION AND PROIGRESS SCHEDULE. 3.02 LAYOUT A. LAYOUT WORK AS A CC URA TEL Y AS POSSIBLE IN ACCORDANCE WITH DIAGRAMMATIC CONTRACT DOCUMENTS, WHERE CONDITIONS DO NOT PERMIT LOCATION OF PIPINIG, VALVES AND HEADS WHERE SHOWN NOTIFY LANDSCAPEARCHITECCT IMMEDIATELY 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 EXISTING ASPHALT PAVING AND CONCRETE WALKS TO ACCOMMODATE PIPING AND WIRINIG. B. TRENCHING -TRE~CH EXCAVATION SHALL FOLLOW, 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 All.L ROCK AND ORGANIC DEBRIS REMOVED. "RESSURE SUPPLY LINE TRENCHES SHALL BE OIVER EXCAVATED AS REQUIRED TO ALLOW 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 GR/-1\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 !MATCH THAT OF SURROU~DING SOIL. IT IS ACCEPTABLE T USE SLEEVES O>F SUITABLE DIAIMETER INSTALLED FIRST BY JACKING OR BORING, AND PIPE LAIN THROUGH SLEEVES. OB$ERVE SAME PRECAUTIONS AS THOUGH PIPE WERE INSTALLED IN OPEN TRENCH. 3.04 ASSEMBLING PIPELINES A. ALL PIPE SHALL BE ASSEMBLED FREE FROM DIRT !\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 TRAINED IN TECHNIQUES FOR MAKING CORRECT JOINTS PRIOR 10 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 MOISTURE. 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 \11ADE BY PROCESS AND MATERIIALS AS RECOMM1ENDED BY THE MANUFACTURER. 6. CURE JOINT A MINIMUM OF THIRTY (30) MINUTES BEFORE HANDL1N1G 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 .11.BSOLUTELY NECESSARY WHEN! FILED 3.11 THREADING, cuT-HREADS ACCURATEL y ON AXIS WITH SHARP DIES. 3. ALL THREADED JCINTS SHALL BE MADE UP WITH PIPE JOINT COMP<OUND. APPLY COMPOUND TO MALE THREADS ONLY. 4. WHERE ASSEMBLl'IJG 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-JAWID 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 ENTRANCE OF EARTH. 3.05 REMOTE CONTROL VALVES A. INSTALL WHERE SHOWN IN CONTRACT DOCUMENTS AND GROUP TOGETHER WHERE PRACTICAL. LIMIT JNE REMOTE CONTROL VALVE PER 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 I[]. TAG, INDICATING IDENTIFICATION NUMBER OF VALVE (CONTROLLER AND STATION NUMBER). ATTACH LABEL TOCONTROL WIRE AND LOCATE INSIDE VALVE BOX:. F. INSTALL VALVE BOXES FLUSH WIT'! 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 CONNECTORS AND SEALING WITH EPOXY RESIN SEALER PACKS. D. SPLICING WILL NOT BE PERMITTED BET'NEEN 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 APPLl8ABLE TO THIS CONTRACT -OMl7r 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 B<OX. AUTOMATIC CONTROLLER A. PROVIDE AND INSTALL AUTOMATIC IRRGATION CONTROLLER IN APPRO;)(IMATE LOCATIONS SHOWN IN CONTRACT DOCUMENTS. VERIFY THE E>(ACT LOCATION ON THE SITE WITH THE LANDSCIAPE ARCHITECT. PROVIDE CONDUIT AND WIRE AND CONliECT TO 120 VOLT SWITCH (POWER BY OTHERS) ACCESSIBLE TOI CONTROLLER FOR EASE OF MAINTENANICE. B. CONNECT CONTROL LINES TO CONTROLLER IN SEQUENTIAL ARRANGEMENT ACCORDING TO ASSIGNED IDENTIFICATION NUMBER OF VAL VE. EACH CONTROL LI NE WIRE SHALL BIE LABELED AT c:oNTROLLER WITH A PERMANENT NOii-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-TROUGH OF SYSTE~\/1 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 MATTER, 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 EX:CAVATED MATEIRIAL IS COMPACTION AND FINA:. GRADE REQUIREMENTS. 2. OPEN EXCAVATIONS SHALL BE PROTECTED IN ACCORDANCE WITH OSHA REGULATIONS .. 3. COMPACT BACKFILL TO90% MAXIMUM DENSITY IN 6" LIFTS DETERMINED 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 INCHESBETWEEN THE TIP OF THE PIPE AND BOTTOM OF'THEAGGREGATED BASE FOR ALL PRESSURE AND NON PfiESSURE PIPING INSTALLED UNCER ASPHALTIC CONCRETE OR CONCRETE PAVINIG. 2. PIPING LOCATED UNDER AREAS AREAS WHERE ASPHALT OR CONCRETE PAVING WILL BE INSTALLED SHALL BE BEDDED \WITH 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 ACCORDAINCE WITH ASTMI 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()) BACKFILLING AIND PAVING OPERATIONS. 6. PIPING UNDER EXISTING WALKS OR CONCRETE PAVEMENT SHALL BE DONE BY JACKING, BORING OR HYDRAULIC DRIVINIG BUT WHERE CUTTING OR BREAKING OF WALKS AND OR CONC:RETE 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\IES 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 V'VALKS, BUILDINGS, ETC. D. ADJUST PART CIRCLE HEADS FOR PROPER COVERAGE. PLANT REPLACEMENT SHALL NOT INTERFERE W"ITH INTENDED SPRINKLER HEAD COVE~AGE,. PIPING OR OTHER EQUIPMENT. CONSULTANT MAY REQUEST NOZZLE CHAINGES OR ADJUSTMENTS, WITHOUT ADDITIONAL COASTS TO THE OWNER. TESTS A. NOTIFY LANDSCAPE ARC:HITECT 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 FllrTING SHALL BE COVERED. D. FLUSHII\IG-AFTER PIPING, RISERS, AND VALVES ARE IN PLACE AND CONNECTED, BUT PRIOR TO INSTALLATION OF SPRINIKLER HEADS, THOROUGHLY FLUSH PIPING $','STEM UNDER FlL HEAD WATER PRESSURE FROM DEAD END FITIINGS. MAINTAIIN FLUSHING FOR 5 MINUTES THOUGH FURTHERMOST VALVE. CAP RISERS AFTER FLUSHINIG. E. APPLY THE FOLLOWING TESTS AFTER SJLVENT WELD PLASTIC PIPE JOINTS HAVE CUREID AT LEAST 24 HIOURS. F. TESTING-CONDUCT TESTS IN PRES ENC::: OF LANDSCAP::: ARCHITECT. ARRANGE FOR PR:ESENCE OF LANIDSCAPE ARCHITECT, 48 HOURS IN ADVANCE OF TESTING. SUPPLY FORCE PUMP AND ALL OTHIER TEST EQUIPMIENT. 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 DESIGIIATED 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 D1URING TEST PEIRIOD. 3. LEAKS-DETECT AND REPAIR LEAKS. 4. RETEST SYSTEM UNTIL TEST PRESSURE CAN BE MAINTAINED FOR DURATION OF TEST. 5. TEST REMOTELY CONTROLLED LATERAL LINES WITH WPTER AT 100 P.S.I. FOR 2 HOURS AND VISUALLY INISPECT FOR LEA.KS. RETEST AFTER CORRECTING DEFECTS. ADJUSTING A. UPON COMPLETION OF INSTALLATION, "FINE-TUNE" EN17RE SYSTEM BY REGULATING VAII.VES, ADJUSTIN<G PATTERNS AND BREAK-UP ARMS/SCREWS, AND SETTING PRESSURE REDUCING VALVES AT PROPER PRESSURE TO PROVl[]E 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 TH.'\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 REQUIREMIENTS 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 t-1O ADDITIONAL C:OST TO OWNER, ALL THRASH OR DEBRIS GENEIRATED BY INSTALLATION OF IRRIGATION SYSTEM. -END OF SECTION-"AS BUil T" P.E, __ _ EXP.---- REVIEWED BY: DATE A. RUN WIRING ALONG PRESSURIZED MAINLINES WHIEREVER PRACTICAL.TIE W RES IN BUNDLES WITH PIPE WRl>\PPING 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 l---+----1-----------t---+---t---t------l I SH2EET I CITY OF CARLSBAD I $HEBETS I PLANNING DIVISION ;;:IR;R;l:;G:;A:;T;_;IO:;:N;::S;::P;::E;C;:;:IF;IC:;A;,T;IO:;;:;NS:=:;FO:;:;R=: ==========::...:====~ STEINHAUER RESIDENCE 2449 LAPIS ROAD CARLSBAD, CA 92009 A.P.N.: 213-230-08-00 1----+--+---------------t---t----t--+----, I APPROVED~ Ar, .J. ... , . _PLANNING ~ DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION REVIEWED BY L.A. CITY APPROVAL OWNBY: __ _ CHKDBY: --- RVWDBY: PROJECT NO. LPC2021-0017 CT020023 DRAWING NO. 406-6M 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 CONTRACTOR'S REFERENCE. THERE IS NO GUARANTEE AS TO THE ACCURACY OF THE INFORMATION, CONTRACTOR SHALL LOCATE AND VERIFY UTILITY LOCATIONS TO HIS SATISFACTIONS. C. CONTRACTO'l. 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 APP'LY TO THE WORK OF THIS SECTION THE SAME AS THOUGH WRITTEN HEREIN. E. THE LANDSCAPE ARCHITECT 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 A\ID REGULATIONS. A. ALL LOCAL, MUNICIPAL AND SATE LAWS AND RULES & REGULATIONS GOVERNIING OR RELATING TC ANY PORTION OF THIS WORK A'l.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 REQUIREMENTS OF THE SAME. HOWEVER, WHEN THE SPECIFICATIONS ANID/OR DRAWINGS C/\LL FOR, OR DESCRIBE MATERIALS, WORKMANSHIP OR CONSTRIUCTION OF BETTER QUALITY, HIGHER STANDARDS OR A LARGER SIZE, SPECIFICATIOINS AND/OR DRAWINGS SHALL T/IJ<E 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 AN DAS 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 DIUE TO HIS ACTS OR NEGLECT. C. THE CONTRACTOR SHALL SUBMIT UNIT COS1'S TO THE OWNER FOR ADDITIONS OR DELETIONS TO THE CONTRACT DRAWINGS. D. WORK NOT INCLUDED: N.I.C., BY OTHERS, EXIISTING. DEFINITIONS A. LANDSCAPE ARCHITECT: QUALIFIED PROFESSIONAL OVERSEIEING CONSTRUCTION AND INSTALL6-TION OF ALL LANDSCAPE WORK AS IDENTIFIED IN THE CONSTRIUCTION 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 OUTTHE 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 CONDITIONIS 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 INSTALATION OF THE MPROVEMENTS AND RESULTING IN REPLACING, AND/OR RELOC/ITING IMPROVEMENTS, SHALL BE AT THE CONTRACTOR'S EXPENSE. B. CARE SHALL BE TAKEN TO COORDINATETHEWORKAT ALL TIIMESWITH OTHERS CONTRACTOR'S WORKING IN AND ADJACENT TO THE AREAS IIN THIS CONTRACT. THIS IS TO INSURE AN ORDERLY A>ID EFFICIENT INSTALLATION PROCEDURE, AND TO MINIMIZE COI-IFLICTS WITH OTHER CONSTRUCTION OPERATIONS. STANDARDS A. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH SOUND NURSERY PRACTUCE. PLANTING SHALL BE PERFORMED BY PERSONNEL FAMILIAR \lv/lTH PLANTING PROCEDURES AND UNDER THE SUPERVISION OF A QUALIFIED PLANTING FORIEMAN. THE CONTRACTOR SHALL PR::>VIDE THE NAME, ADDRESS ANDl PHONE NUMBEIR OF THE JOB SUPERVISOR FOR 24 HOUR AVAILABILITY. THE SUPERVISOR SHALL B:E ON THE JOB SITE WHEN EVER PLANTING IS IN PRIOCESS. B. PROVIDE PLANT MATERIALS -RUE NAME AND VARIETY ESTABLISHED BY "SUN SET WESTERN GARDEN BOOK", PUBLISHED BY LA\IE 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 ONI PLANTING PLAN. PROVIDE SINGLE STEM TREE EXCEPT WHERE SPECIAL FORW!S ARE SHOWN OR LISTED. SUBSTITUTIONS A. NO SUBSTITUTIONS OF PLANT MATERIALS OR OTHER CONSTRUCTION MATERIALS WILL BE PERMITTED WITHOUT WRITTEN PERMISSION OF THE ILANDSCAPE 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 CIONTRACT. B. THE RIGHT TO CHANGE: THE LANDSCAPE ARCHITECT RESERVE THE RIGHT 0 CHANGE SPECIES, VARIETY /I.ND OR SIZES OF THE PLANT MATERIALS TO BE FURNISHED, ~ROVIDED THAT THE COST OF SUCH PLANT CHANGES 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 CONT'l.ACT 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. 1.10 PROTECTION OF PLANTS, EXISTING WORK AND IMPROVEMENTS 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 HELO RESPONSIBLE FOR ANY ANO 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 INJLRED THEY SHAUL BE TREATED OR REPLACE AT THE CONTRACTORS EXPENSE. REPLACEMENT PLANTS SHALL BE. OF EQUAL VALUE OF THE ORIGIN/IL 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 MATERIAL SIZE OF REPLACEMENT AND/ OR COST COMPENSA"TION. 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-EAT 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 SPEC:IFIED 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 EQUAL, AT A RATE OF 60 LBS,/ACRE. PART 3 -INSTALLATION SITE OBSERVATIONS 3.01 GENERAL REQUIREMENTS A. CONTRACTOR SHALL GIVE FORTY-EIGHT (48) 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 V\VORK. B. WHEN CONDITIONS DETRIMENTAL TO PLANT GROWTH ARE ENCOUNTERED OR FORESEEN SUCH AS, BUT NOT LIMITED TO PAVING, RUBBLE FILL, ENGINEERIN<G FILL, ADVERSE DRAINAGE CONDi-lONS, 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 PURPOSE OF DETERMINING COMPLIANCE WITH PLANS AND SPECIFICATIONS, INTENT, WORKMANSHIP, AND CLEANUP. CONTRACTOR SHALL SECURE WRITTEN VERtlFICATION OF OBSERVATION DATA, AND MAKE ANY CORRECTIONS REQUIRED TO WORK BEFORE BEGINNING THE MAINTENANCE PERIOD. 3.02 WEED KILL D. IN THE EVENT THE CONTR!'CTOR REQUESTS OBSERVATION OF WORK AND SAID WORK IS INCOMPLETE, THE CONTRAC:TOR SHALL BE RESPONSIBLE FOR OBSERVATIO>N COST INCURRED BY THE LANDSCAPE ARCHITECT. FINAL SITE OBSERVATION AND ACCEPTANCE A. FINAL SITE OBSERVATION OS THE PLANTING WILL BE MADE AT THE CONTRAICTORS REQUEST AND UPON COMPLETION OF THE ~AINTENANCE OF THE MAINTENANCE PERIOD. B. THE WORK UNDER THIS CO\ITRACT WILL BE ACCEPTED BY THE LANDSCAPE ARCHITECT UPON THE SATISFACTORY COMPLETION OF ALL WORK, INCLUDING MAINTENIANCE, BUT EXCLUSIVE OF THE GUARANTEE OF PLANT MATERIALS. GUARANTEE AND REPLACEMENT A. THE CONTRACTOR SHALL GUARANTEE THAT ALL PLANTS PLANTED UNDER lfHIS 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 FINALACCEPTANICE OF THE MAIMTENANCE PERIOD. B. ALL DEAD PLANTS AND ALL PLANTS THAT LOSE MORE THAN 30% OF THEIR ORIGINAL 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 GUARl\NTEED FOR THE ORIGINAL PERIOD, STARTING FROM THE DATE OF REPLACEMENT. SUBMITTALS A. SUBMIT LIST WITH SOURCES AND QUANTITES TO LANDSCAIPE ARCHITECT OF SOIL AMENDMENTS, FERTILIZERS, PLANT MATERIALS, MULCH, SEEDS, AND SOD V\VITH QUANTITIES OF EACH TO BE USED ON THE JOB. RETAIN AND SUBMIT RECEIPTS AS REQUESTED BY THE LANDSCAPE ARCHITECT. PUBLIC SAFETY 3.03 3.04 A. THE CONTRACTOR SHALL TAKE ALL PRECAJTIONS TO INSURE THE SAFETY OF ALL WORKER!S, 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 Vfo/E CAN NOT BE RESPONSIBLE FOR PERSOt~NEL 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. 3.05 AS-BUil T INFORMATION A. A SET OF CONTRACT DRAWINGS THAT ARE VERIFIED BY THIE CONTRACTOR TO BE AN 'APPROVED SET' OF THE GOVERNING AGENC:Y 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 AE THE WORK PROGRESSES AND SHALL BE AVAILABLE FOR INSPECTIOI-I BY THE OWNER'S REPRESENTATIVE UPON REQIUEST. 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. A. IRRIGATE SITE NCRMALL Y FOR TWO WEEKS TO GERMINATE WEEDIS. APPLY CONT/1\CT HERBICIDE PER MANUFACTURER. B. WHEN ALL WEEDS HAVE PERISHED AND THE ACTIVE PERIOD OF HERBICIDE HAS E)o(PIRED ALL WEEDS SHALL BE COMPLETELY TURNED UNDER BY PLOWING. ROTOTILLING OIR OTHER MECHANICAL. MEANS. IF PERSISTENT REPEAT APPLICATION TO AS.SURE ERADICATION. C. ALL HERBICIDE APPLICATIONS SHALL BE PERFORMED BY A LICENSED AND BONDEID OPERATOR. D. APPLY PRE-EMERGENT HERBICIDE AS NOTED UNDER MATERIALS AND AT THE RATES SPECIFIED BY THE MANUFACTURE. SOIL PREPARATION A. SOIL PREPARATION SHALL OCCUR NOT MORE THAN 30 DAYS PRIOIR TO PLANTING •. ALL PLANTING ARES WITH ASPHALT, E\IGINEERED 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 SP'ECIFIED APPLICATION RAT::S. SEE CONTRACT DOCUMENTS FOR SPECIFIC IRECOMMENDATIIONS. C. ROTOTILL TOP 6" OF SOIL TO A LOOSE AND FRIABLE CONSISTENCY. D. SLOPES STEEPER THAN 3:1 SHALL BE RAKED, BUT SHALL NOT RECEIVE SOIL AMENIDMENTS EXCEPT AT EACH ~LANT PIT BACKFILL. 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 PLANTING BEDS SHALL DRAIN REGULARLY AS NOT::D ON THE CONSTRUCTION DOCUMENTS 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 SMOO"TH AND IRREGUILAR NATURAL EFFECT AND SHALL BE OF ELEVATIONS AS INDICATED 0~11 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 INTERRUP"TED BY MOW STRIPS, TRANSITION TO LEV::L WITH GRADE AT THESE LOCATIONS SO AS NO1T TO OBSTRUCT FLOW. WHERE PAVEMENT OBSTRUCTS FLOW, CONTACT THE OWNER FIOR DIRECTION. LAYOUT A. LAYOUT OF ALL TREES, SHRUB MASSES, HEADER BOARDS, AND OlfHER LANDSCAPE ELEMENTS SHALL BE STAKED BY 1HE CONTRACTOR IN THE FIELD IFOR 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 lfHE 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 COMPLETED 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 PONDINIG OR STANDING WATER AT ALL TIMES, IN A'l.EAS WHERE PLANTING BEDS RETAINED BY WALLS CURBS, TERRACES OR OTHER HARD SURFACES, 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 GRADES SHALL BE 1 UNCH 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 AGITATkJN SYSTEM WITH AN OPERATING CAPACITY SUFFICIENT TO AGITATE, SUSPEND AND HOMOGENEOUSLY MIX THE ABO>VE SLURRY. DISTRIBUTION LINES SH.l\LL BE LARGE E\IOUGH TO PREVENT STOPPAGE AND TO PROVIDIE 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 AREA\S 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 ."'-RCHED STREAIA ALLOWING THE WOOD FIBERS TO BUILD ON EACH OTHER IJNTIL 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 MAINTAINED 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 OF THE OWNER. B. CONTRACTOR SHALL CONTINUOUSLY MAINTAIN 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 POSITION, MOWING, DEB~IS REMOVAL ANID ALL OTHER CARE NECESSARY FOR PROPER GROWTH AND APPEARANCE OF THE PLANTS. I D. DAMAGE RESULTING FROM GULLIES, WASHOUTS, OR OTHER EROSION SHALL BE REPAIRED BY FILLING AND TAMPING, RE FERTILIZING AND RE-SEEDING OR REPLANTING BY1THE CONTRACTOR AT HIS EXPENSE IF SUCH DAMAGE OCCURS PRIOR TO ACCEPTANfE OF WORK UNDER CONTRACT. 1 E. ALL SHRUBS AND TREES SHALL BE MAINTAINED IN THEIR NATURAL SHAP'ES. 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 PLANTll~G. CONTRACTOR SHALL SURVEY SITE FOR POTIENTIAL PLANT M,ATERIAL CONFLICTS. POTENTIAL CONFLICTS INCLUDE, BUT NOT LIMITED TOI PLANT MATERIAL OBSTRUCTIONS TO SIGNS, ROOF OVERHANGS, PEDESTRIAN AND VEHICULAR TRAFFIC, AND SLOPE/LEVEL AREAS WHICH DIFFER IN ELEVATIOf\ OF CONFIGURATION FROM EXISTING SITE PLANTING CONDITIONS. EXCAVATION OF PLANTING PITS AND BEDS F. DURING THE MAINTENAtJCE 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:TICULTURAL PRACTICES, AND SHALL BE GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO 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 DF 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, Wl1fH THE LEADERS INTACT, UNJAMAGED, AND UNCUT. DAMAGED OR PRUNED TERMINAL LEADERS WILL BE CAUSE FOR REJECTION. PLANTS SHALL NOT BE PRUNED PRIOR TO DELIVER:Y EXCEPT UPON! THE SPECIAL APPROVAL OF THE LANDSCAPE ARCHITECT. D. ALL PLANTS SHALL CONFORM TO THE MEASUREMENTS SPECIFIED ON THE PLANTING PLAN EXCEPT TH/\T PLANTS LARGER THAN SPECIFIED MAY BE USED. USED OF SUCH PLANTS SHALL NOT INCREASE THE CONTRACT PRICIE. 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 20-10-510/211 GRAM TABLETS OR APPROVED EQUIVALENT. B. "MULCH" SHALL BE BARK OR WOOD MULCH FROM ONE OF TIHE FOLLOWING SOURCES: SHREDDED FIR OR CEDAR OR RECYCLED TREE AND SHRUB CLIPPINGS. MULCH SHALL BE GREATER THAN 1/4" DIAMETER AND NO LARGER THAN 1/2" DIAMETER. MULCIH SHALL BE FREE STICKS, STONES, CLAY, CLODS, DEBRIS AND FOREIGN INORGANIC MATERIAL. C. "HERBICIDE" SHALL BE ROUND-UP BY MONSANTO CORPORAITION. 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" A\ID "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 SCIHEDULE: 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 REMAIN OPEN OVERNICGHT UNLESS IT IS PROPERLY BARRICADED. C. FILL EXCAVATIONS FOR ALL REPRIESENTATIVE Sl1E 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\JTING TABLETS" TO THE PLANTING 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 GRAM, TABLETS 15 GALLON /24" 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 PREVEN"T SETTLING. AFTER BACKFILLING, PLANT CROWN SI-ALL BE KEPT IN A VERTICAL POS,ITION. D. AFTER PLACING 1M PIT, WORK "PLANTING BACKFILL MIX "AROUND BALL OF GROUNIDCOVER, SHRUBS AND TREES, WATER AND FIRMLY TAMP TO INSURE SOIL 11111 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-IG ALL SPRAY IRRIGATION SHALL BE FULLY OPEIRATIONALAND DRIP IRRIGATION AREAS SHALL HAVE SUPPLY LINE INSTALLATION. H. ALL PLANTS UNLESS NOTED OTHERWISE ON PLANS SHALL BE THOROUGHLY WATERED AT TIME OF PLANTING, TAKING CARE NOT TO COVER CROWNS OF PLANTS WITH WET SOIL. PLANTS SHALL BE KEPT ADEQUATELY WATERED UNTIL TIME OF ACCEPTANCE. 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 DISEiASE, 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 TOl SETTING SEED DURING T--IE MAINTENANC:E PERIOD. J. ALL WALKS, CURBS, AND GUTTERS SHALL BE KEPT CLEAR OF DEBRIS, MWD, Dus:r, AND STANDING WATER BY SWEEPING AND MOPPING AS REQUIRED TO MAINTIAIN CLE(\NLINES;S THROUGHOUT. K. DURING THE MAINTENAtJCE 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 PORTIONOFTHECONTRAClfWORK;IS NOT ACCEPTABLE TO THE OWNER'S REPRESENTATIVE AT THE TIME OF FINAL. INSPECTION, Alf THE TIME OF FINAL INSPECTION, CONTRACT FOR ANY ADDITIONAL PERIOD OF Tl~E AS MIAY BE REQUIRED TO REPAIR DEFECTIVE TIMED OR PORTION. L. SETTLING OF MULCHED AREAS AND EROSION OF MULCH WITHIN THE MAIINTENANCE PER!IOD 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 END 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 ~ILL BE THE RESPONSIBILITY OF THE OWNER. -END OF SECTION-"AS BUil T" I. GROUND COVER PLANTING SHALL BE AS NOTED ON PLANS AND PLANTED ON TRIANJGULAR P.E. ___ EXP. ___ _ SPACING. EXTEND GROUND COVER TO WITHIN 12 INCHES OF ADJACJ,E:::N::_T:_:S:::H_::R_::U:'.'.B:'.::S:_:0::_R:.:...:_T:_:R'.::_EE::_ _______________________________ -1-;:;;;:-~~:--;;;;;:-------------i TRUNKS. r REVIEWED BY: DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS ,INSPECTOR DATE l----l----+-------------+---t----t---t-----11 sH3EET I cnrv OF CARLSBAD lsHEBETsl PLANNING DIVISION ~P;;;:LA::;:;;N;;;;T;;:IN;,;G;::S;;P;;E;:;C;;.lF;,l;C:;:AT;,l;O;N~S:;F~O;R::::::::::::::::::::::===.!:::==~ STEINHAUER RESIDENCE ' I S.R. CLARKE LANDSCAPE ARCHITECTURE & DEVELOPEMENT 110 COPPERWOOD WAY # P OCEANSIDE CA 92058 760-716-3100 CA LLA#5299 2449 LAPIS ROAD CARLSBAD, CA 92009 A.P.N.: 213-230-08-00 I APPROVED~,c ~-/, I d~_ 1J6[2..1 ~=====1====1===============================~=====~====~====~~===~ ::;P;;LA;:;:;:NN;;l;:N:=G==::::::;~=:::;:,;;;::;;;;;;:;;;;::=::::;;====:=::=~~-DWN BY: ___ PROJECT NO. DRAWING NO. CHKD BY: __ LPC2021-0017 406-6M RVWD BY: CT020023 DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL REVIEWED BY L.A. CITY APPROVAL I -I I I I I I I I I I I I ' j I I n , ., , , 8 10 1" 1°.911 .. II ~ ~ ~ l0 .1i 1" ~ 12.111 .. ~ 6 1.5 1" -1 -I --------=---~- IRRIGATION P.0.C. IRRIGATION METER SIZE: 1" DESIGN STATIC PRESSURE: 85 PSI P.O.C. CONFIGURATION: (§ill rOVSE? ~IRR. l - ---- I I I I I I I I I I I I , -, R. Y.s e --1-. ---...... ·..., I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I .., I I ll. I I ff: I ~ I I I .-., ft I I !""I I ,;::J I I o I Iii I I I I I I I I I I I I I I I I I I I I I I I I I I I t:rj I I I Cl)' I ::,..: I I Cl) I I I I I I 0 5' 10' 20' SCALE: -1 11 = 1 0' NORTH PRESSURE LOSS CALCULATIONS P.0.C. WATER TYPE POTABLE WATER DATE . .,, METER NUMBER PROJECT STEINHAUER RES. METER SIZE 1" JOB NUMBER 21102 METER ELEVATION 98' LOCATION CARLSBAD I I , I DESIGNED STATIC PRESS. 85 PREPARED BY J.A. VALVE NUMBER CHECKED 3 WATER CARLSBAD M.W,O. .......... I I I I I , I , , I I I I I I I I I I I I I ) .......... ---;/ ,I Cl' I IV I;;,. I .::I.J.., '.§? 20' F .Y .S.B / i;, I :_ I~ '✓ 1~ I I . GPMATVALVE a DISTRICT SERVICE LINE Q j !:I: WATER METER 43 WYE STRAINER 20 BACKFLOW PREVENTER l2 D MASTER VALVE FLOW SENSOR MAIN LINE l 4l ISOLATION VALVES l ~ REMOTE CONTROL VALVE l 5 LATERAL LINES 3~ HEAD LOSS 22 MISC.LOSSES SUBTOTAL 26 B5 FITTING LOSSES 26B SUB TOTAL FROM ABOVE 28 53 REQUIRED PSI AT LAST HEAD ~Q TOTAL 5953 DESIGNED STATIC PSI BO BOOST PSI PSI REQUIRED BO RESIDUAL PSI 21J S.R. CLARKE LANDSCAPE ARCHITECTURE & DEVELOPEMENT 110 COPPERWOOD WAY# P OCEANSIDE CA 92058 760-716-3100 CA. LLA#5299 SYM. MANUF. FEBCO WILKINS MODEL NUMBER 3/4" 825YA SERIES W/ WYE STRAINER 500 YSBR HAMMOND 8901 SERIES RIANBIRD LFV-100 DESCRIPTION REDUCED PRESSURE BACKFLOW PREVENTER PRESSURE REDUCING VALVE AS REQUIRED BALL VALVE, LINE SIZED IN A VALVE BOX LOW FLOW IRRIGATION REMOTE CONTROL VALVE, PRESSURE REDUCING 18 / SHT 6 14/ SHT 6 12/ SHT6 RAIN BIRD 44-LRC QUICK COUPLER VALVE, INSTALLED IN VALVE BOX 15 / SHT 6 RAIN BIRD LFV-075 (;; ,;; j NETAFIM PW PIPE •-----• PW PIPE © @ @ PW PIPE RAINBIRD RAINBIRD RAINBIRD HCVXR5-12 PVC SCG.40 PVC SCH. 40 2X PIPE 0" PVC SCH. 40 ESPSMG-LINKWIFI WR2 100-EFB-CP LOW FLOW IRRIGATION DRIP ZONE KIT CUPRON TUBING W/ INLINE EMITTERS 12" O.C. EMITTER FLOW RATE= 0.53 LATERAL LINE SIZE PER PLAN PRESSURE MAINLINE 1" IRRIGATION SLEEVING 6 STATION CONTROLLER W/ WIFI LINK MODULE. BRASS MASTER VALVE/PUMP CIRCUIT RAIN SENSOR WITH BRACKET ELECTRIC REMOTE CONTROL MASTER VALVE, RED BRASS IRRIGATION VALVE . I. '' i IRRIGATION HEAD LEGEND: t·: ··:'.t:-· .. SYM. MANUF. MODEL NUMBER DESCRIPTION RAD. GPM 16/ SHT 6 16/ SHT 6 I3/SHT6 I9/SHT6 CD HUNTER PROS-06-PRS40-CV-MP1000-90 MP ROTATOR ADJ 90°-210° 6-12' .21-.42 40 I1/SHT6 @ HUNTER MP ROTATOR ADJ 45° -105° 8'-15' .19 40 11 / SHT 6 (NOTE: HUNTER NOZZLE CAN BE REDUCED 25%) ® SALCO SLV-PVC-"1"-ALC12"/-ALC24" IHRISERATGRADE 0.017(1 GPH)30 l13/SHT6 ® RAINBIRD RD06-S-P-F-40-1404 6" POP UP FULL CIRCLE UMBRELLA PATTERN 1.0 40 11 / SHT 6 (j) CONNECTION FROM PVC PIPE TO DRIP TUBING !LATERAL PIPE SIZING:i 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-----..... t--i-3-il 18 1" STATION _---VALVE SIZE •IRRIGATION NOTES:tt~" } ',1 ~ •,----,~""'·"•~--•~••••~-m••-•• S ·•::, -,; ;::•, ' 1. IRRIGATION SYSTEM IS SHOWN DIAGRAMMATICALLY. LOCATE ALL PIPE AND EQUIPMENT WITHIN PLANTING AREAS WHERE EVER POSSIBLE. 2. USE CHECK VALVES TO PREVENT LOW HEAD DRAINAGE WHERE NEEDED. 3. ADJUST ALL HEADS TO AVOID OVERTHROW ONTO WALLS, WALKS, WINDOWS. REDUCE RADIUS WITH ADJUSTABLE SCREW FOR UNIFORM COVERAGE AND MINIMUM OVERTHROW OF AREA. 4. TREE LOCATIONS TAKE PRECEDENCE OVER IRRIGATION PIPING & BUBBLER LINES. STAKE TREE LOCATIONS PRIOR TO TRENCHING. 5.CONTRACTOR SHALL ARRANGE AND PAY FOR ALL NECESSARY CONNECTIONS FOR 120V A.C. ELECTRICAL SERVICE TO THE IRRIGATION CONTROLLER. 6. CONTRACTOR SHALL INSPECT THE SITE AND VERIFY ALL CONDITIONS PRIOR TO PROCEEDING WITH ANY WORK. TO ALLOW FOR ADEQUATE IRRIGATION COVERAGE AS SHOWN ON PLAN, ADJUST BUBBLE HEAD SPRAY HEADS TO COMPENSATE FOR CHANGE IN AREAS. 7. TO ENSURE PROPER LOCATION OF IRRIGATION SLEEVES INSTALLATION COORDINATE LOCATION OF MAINLINE BUBBLER LINE AND CONTROL WIRES WITH ALL OTHER RELATED TRADES AS REQUIRED. 8. ALL BRASS FITTINGS TO BE RED BRASS TYPICAL. 9. USE 3/4"TEFLON TAPE ON ALL THREADED CONNECTIONS. 10. IRRIGATION SYSTEM IS DESIGNED FROM A STATIC WATER PRESSURE OF 100 P.S.I. & 20 G.P.M. FROM POTABLE SERVICE LINE TYPICAL, CONTRACTOR SHALL VERIFY WATER PRESSURE AT WORST CONDITION AND CONTACT THE LANDSCAPE ARCHITECT IF ANY INCONSISTENCIES OCCUR. 11. CONTROL WIRE SCHEDULE: (MAX LENGTH RUNS) CONTROUCOMMON: N0.14 N0.12 N0.10 N0.8 N0.14 1,700' 2,000' 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 OPERATONG ONE VALVE AT A TIME. 13. ALL IRRIGATION SHALL CONFORM TO THE CITY OF CARLSBAD STANDARDS AND SPECIFICATIONS. 14. NOTIFY LANDSCAPE ARCHITECT FOR COVERAGE TEST PRIOR TO PLANTING. 15. ANY PIPE NOT LABELED THAT IS DOWNSTREAM OF A 1" LATERAL, IS TO BE 314". 16. ALL IRRIGATION EQUIPMENT (EXCEPT UNDERGROUND) SHALL BE LOCATED A MINIMUM OF 24" FORM ANY HARDSACPE PAVING. 17. ALL ZONE ON-SITE SHALL HAVE A DYNAMIC PRESSURE OF 50 PSI OR LESS. 18. RAINS SENSOR SHALL BE MOUNTED ON a· POLE AWAY FROM ANY IRRIGATION OVERSPRAY AND OVERHANGS. INSTALL PER MANUFACTURERS RECOMMENDATIONS. 19. IRRIGATION MAINLINES SHALL BE LOCATED OUTSIDE OF THE STREET RIGHT"OF-WAY *SEE SHEET L-5 FOR DETAILS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUil T" P.E, __ _ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE t---+--t-------------t----t---t-----1--t I SH4EET I CITY OF CARLSBAD I $HEBETS I PLANNING DIVISION :::IR::::R;:::IG::;:A::T:!.IO;:N=P::::LA==N=F:::;O:::R:::::::::::::::::::::::::::::::::::::::::::::======::'..::==::::::~ 1-----+---1-----------1----1---+---1-------i STEINHAUER RESIDENCE 2449 LAPIS ROAD CARLSBAD, CA 92009 A.P.N.: 213-230-08-00 t----t----1---------------1---t----t---t-------; \APPROVED: L ~~« t----t----+----------------t---+-----1---1-------1 PLANNING ~ DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL REVIEWED BY L.A. CITY APPROVAL DWN BY: PROJECT NO. CHKD BY: LPC2021-0017 RVWDBY: CT020023 DRAWING NO. 406-6M ' ' I ' I I I I I ' I I I I I I J I -- ---------- I I I I I I I I I I I I I I I I I I I , ~. '>'se --~. . ,. --...... ~.., - I ' I I I I I I I I / / I / / / I I I I I I I I I I ,' I I ,' / / I I I I ,, I ct ,' ;' ff.: I /:g I I ..., I ;' t: I ::-, I I i::;J HYDROZONE LEGEND SYM ZONE/TYPE IRR. HYDROZONE SQ.FT. vvvvvvv vvvvvv ZONE ONE/ TURF, MPROTATOR MOD. 152 VVYVVVV vvvvvv ZONE TWO/ TREE BUBBLER MOD. 252 ZONE THREE / TREE BUBBLER LOW 168 ZONE FOUR/ SHRUBS, DRIP MOD. 336 ZONE FIVE/ FRONT YARD SHRUBS, DRIP LOW 1157 I □□□□ □□□□ ZONE SIX/ REAR YARD SHRUBS, DRIIP LOW 822 ZONE SEVEN/VEGETABLE GARDEN, DRIP MOD. 95 ZONE 8 /FRUIT TREES BUBBLER MOD. 224 ZONE NINE/ POOL & SPA HIGH 440 TOTAL 3,946 NOTE: WATER SOURCE SHALL BE POTABLE WATER 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. --~===:..:::::=....,::::~=:::::::.:::::=:::::::.;<~!!::;L!....1@'-.&l~ia::..__.:.:OB:...:·3:....:..1 ·.:...21:......=Jgl:.J• /,;",et SIGNATURE DATE I o / /~.------------------------------~-----------------------------,-------------------------------. I I I I / / I ,' ,' I I I I I I I I I I I / / I o;:j / I cr.i I ;:...: cr.i I I I I I I J _, I 0. It: 1::t" I 1' If ,;z I WELO Worksheets STEINHAUER RESIDENCE Water Efficient Landscape Worksheet This worltsheetis filled out by the project npplicant and itis a requited clement of the LruJ.dscapc Document::11.ti.on Package. HYDRDZONE INPORMATION TABLE Please complete the hydro zone tablc(s) fur each hydrozons. Use as many tables as necessary to provide the squme footage of landscape area per hydrozone, Controller Hydtozoue Zone # • or Valve ' 1 1 1 2MW 2 1 3 "' 3 ' 4 4 1 < '"' 5 1 • 8 • 7>W 7 • BMW B • 9 • Tol>l *Hydroum~ VI. W-Yei::r Law ~rct Che Plaut:; LW-Law Wirta-Use P1-ts MW-Mod,:mre W•tu Use Phmt:6 HW. Hl,g/1 Walt-I' U#e PIIUWJ Irrigation PJ.un Method..-'fype/Factor -(PF) m□rotator B 0.5 B 0.3 D o., D 0.3 D "' D B 05 POOL 0.8 >#kdzr,ti01J Metbod MS = Mlcro-6pru.y S=Spniy R=Rowr B"'Bubblu D=Dap O=Ozber Hydwzone % of Total Area Landscaped (Sq. Ft.) Area 4.16 252 6.91 168 4.62 33B 921 1 31.73 •· , "' ... ,, 3646 100%, J#>ltPhu,r Fac:tw: fmm WUCOLS Wor /i4t ,u w.rtcl' .u:Jlturc tu appmplUlre APPl!NDIJt Pl Wl!!LO WDllK!IHl!l!TS Maximum Applied Water Allowance A Ia.nllicape project subject to the W;iter EfficientL:md~ctpe Ordinnm:c Bhall inclwle the MAWA fot the plans, including the cn1culatioas used to determine the MAWA. A landsctpc project shnll not eirr::eed the MA WA. The MA WA for a landscape project sh.all be determined by the following equation: ' Resldantlal: MAWA :::; CETo)(0.62)[(0,!55 x LA) + (0,45 x SLA)J Hon,.Realdentlal1 MAWA :::: (ETo)(0.62J[(D,45 x LA) + (0.55 JI SLA.)] The abbreviations tl.ftd in the eq1Jation how the faUowing meanings; MAWA BTo .... o.tlB1;1rOAI LA OAS or UM SLA Mllximum Applied Water Allowance in gallons pee yenr. Evnpottanspitation in inches per year. Conversion. fitctot to galloll5 pct square foot BT adjustment fuctor (BTAF) for plant £actors nod inigation efficiency. Lutdsca.ped area. includes speciru landsai.ped !Lrea in square feet. The additional ET adjustment factor for a speciru land:icnped area. (1.0 -0.55 = 0.45 or 1.0-0.45 ;:;; 0.55) Special landscaped aren in square feet. Show Calculatiott: (47 .0)(0.62) [(0.55x3,646)+(0.45x0)] (29.14)(2005.3) 58,434.5 Maximum Applied WawAllowance-58,434·5 gnllons per ycru: APPl!!NDIX •• weLD WDIIIIUllltlUITS Hydrozane Table for Calculating 1!1WU Please complete the hyih:ozone l:lble(s). Use as many tables ns ncccss.uy. CITY OF CARLSBAD ESTIMATED TOTAL WATER USB Hydwzonc Number (1 - 5 with SI.A Zone Below -llliC u many tables 1111 necws lo !me sill h drozcnea Proc=is Step 4/5 6/7 Na •= Ewpotrnnspirntlon RDte 47.0 To• Conversion. F:ictor 2 0.62 (S~p 1 it Step 1.) 3 29.14 Plut F~tot (PF)** (!'tom WUCOLS) (/ILW-HW) 0.1 -0. 4 0.5 0.5/0.3 0.5/0.3 0.3/0.5 .Arc!I 0£H1·dr02:onc (aq. ft.) 5 152 252/168 336/1167 822/95 1, (S~p 4 x Step 5) ' 76 126/50.4 168/347.1 246.6/47.5 J.niption Bfficieni;:y (IE)n>< 7 .75 .75/.75 .8/.8 .8/.8 (Step 6 + Step 7) ' 101.34 168/67.2 210J4331l8 lOll.25/59.38 (fatal All Step 8 + Total ' 1,649.39 SLAf .ft.inSt (Step 3 1t Step 9) Estumted Total Wntl't Use in gnilons 10 53,891.23 l'"")~~r(E:IWU) -Tut.al ~hall oat a:a:td MA WA ETo• W~toll..S=,tO.O Eotol .l-5 ed WcatofEJ t:.mbw Real =#.0 &st of Bl CiuJJmo RfliU = 47.0 AppliCJUJ.t mq pmvide • dUTu-uJt Ero if tmpporred bydocummradrm tmbfectw ap~ by t/ir, City Phnning DM,,,irm -.Pmit Pador & W.rtu l.liu: 0.1 = VLW-Ve.ry Low W•terUse Pltmill 0.3 =-LIV -Low Water Use Pbmu 0.5 = MW RModlllltr: W;iter Che Pls111t11 0.8 = HWR.High Wato" Use Phrml -IE Mi~pn,y = .80 Spny=.72 Roto.r=.'12 MPRorato.r=.75 Bubbltt =. 75 D,ip=.80 8/9 0.5/0.8 224/440 112/352 .75/1.0 149.3413!!2 I I I I I Appendix F I I I I I I I I I I I I I I I ) ..._ ..._ ---;/ ,I~ ,,t::, I;;;,· I ~l..q I~ '✓ I I Ii? 0 ,' ~ 1~ NORTH 0 5' 10' 20' SCALE: -1" = 10' S.R. CLARKE LANDSCAPE ARCHITECTURE & DEVELOPEMENT 110 COPPERWOOD WAY# P OCEANSIDE CA 92058 760 716 3100 CA LLA#5299 City of Cmbbad Landscape Mmtual APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS P.E. __ _ REVIEWED BY: INSPECTOR "AS BUil T" EXP. ____ _ DATE DATE 1--+--t-------------+----+---t------,t--~ I SHSEETI CITY OF CARLSBAD ISHEBETSI PLANNING DIVISION ;:;IR;;::R;;;:l;:;;G:;A:;;;T~IO~N;:::P;;:;L:;A:;:N;::;;;:FO;;::R~: =======================: STEINHAUER RESIDENCE 2449 LAPIS ROAD CARLSBAD, CA 92009 A.P.N.: 213-230-08-00 l----+---+-------------1----i----i-----r-----1 I APPROVE~ ...1fG X: PLANNING !.t:f--~ 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: LPC2021-0017 406-6M RVWDBY: CT020023 OJ FINISHED GRADE PLANTING 0 POP-UP SPRINKLER IT) MALEX STREET ELL* 8) SCH. 40 PVC. STREET ELL* I}) 1/2" SWING JOINT III THRDxSxS SCH. 40 PVC TEE* 0 PVC LATERAL LINE -SEE PLAN FOR SIZE 1------12 '-~.?.:....;._sP_-U:;_;_P...;S;..;..P_RI_N_KL_E_R _______ ® MAIN AND CONDUITS [I) FINISH GRADE 13) SUBGRADE @] DETECTOR TAPE-ENTIRE LENGTH LATERAL AND CONDUIT [!) MAIN I]] ELECTRICAL CONDUIT [ID LATERAL LINE MINIMUM PIPE COVERAGE SHALL BE AS FOLLOWS: A. PRESSURE LINES: • LESS THAN 3" IN DIAMETER -18" COVER • 3" -5 112" IN DIAMETER -24" COVER • 6" OR GREATER IN DIAMETER -36" COVER B. LATERA LINES: 12" COVER -:=~_EN_C_H ____________ ® DJ FINISH GRADE II)VALVE ID TAG (§]1• X ¾" REDUCING COUPLING (I] STANDARD VALVE BOK WITH (§] 30-INCH LINEAR (INCLUDED IN XCZ-LF-100-PRF KIT) COVER:RAIN BIRD VB-STD LENGTH II) PRESSURE REGULATl~G FILTER: m WATERPROOF CONNECTION: OF WIRE COILED m LATERAL PIPE RAIN BIRD DB SERIES IT] PVC SCH 40 FEMALE ADAPTOR OR REDUCER 2 4 5 @j REMOTE CONTROL VALVE: @I PVC SCH 40 TEE OR E.L TO MANIFOLD -Th=rr=d~~$=9"==9'~e;:1-@13-INCH MINIMUM DEP1H OF 3/4-INCH WASHED GRAVEL @I MANIFOLD PIPE AND FlmNGS 10 8 'DnO ""' oO c:,Oc:, 9~oo"~"2 " o <:fJ c:, O <:f:) oo ~ '-' Uv ~ '--~ --~~....,..._}_P_ZO_N_E_K_~----@ OJ DRIP LINE TO SPACED 16" APART m 3/4" PVC 1 0 FLUSH VALVE 0 2 LATERAL LINE FROM CONTROL VALVE SIZE PER PLAN m PLANTER AREA BOUNDERY 4 10 1 ,------------------12 J11i' 111 ii' 1111 i' 11-_l-111111-111111-I I II I 'I 3 I 111 111 11 ~111 I I i' 11 I Ii' 11 11 11 11 I I i' 11 I I i' 11 11 11 11 i'lllr_ll~l,u+.r-------.o.'-----,fRclrrt~~$.. 111 11 "11 11 "11: l I I _I I l=-o0"---rr---tt----t--.wtlf"'-~~_IL-Jlll W8 i' I I I I i' I lj 8" ojtlo~. ,,1~~~~~~~-1'-~rml'F~~ l~°' ~~=j11 +--"88!'1}(/'i<l,1-A-'d-'( OJ DBY WATER PROOF CONNECTION (1 OF 2) 0 SOLENOID WIRE (1 OF 2) 5 9 IT) REMOTE CONTROL VALVE PE EGEND 8) FINISH GRADE I}) LATERAL LINE PER PLAN III CRUSHED GRAVEL CLEANED AND WASHED AUTOMATIC VALVE N.T.S. 0 0 SxS PVC SCH 40 PVC TEE III BRICK SUPPORT -FULL PERIMETER III PVC TRUE UNION (TYP.)-LINE SIZE. (IQ] VAL VE BOX 12] PVC MALE ADAPTER -LINE SIZE @]PLUG ® +---"-------, 2 0 RCV IRRIGATION CONTROL VALVE o-------, 4 DJ CONTROLLER EQUIPMENT DESIGNATION, 2" LABELING [Ij ROUND LOCKABLE VALVE BOX, COLOR PER SPECIFICATIONS [TI VALVE IDENTIFICATION, 2" LABELING PER SPECIFICATIONS 8J RECT. VALVE BOX COLOR PER INDUSTRY STANDARD -~:-. 8 L_V_E_B_O_X_LA_B_E_LI_N_G ______ ® [TI FLUSH VALVE PER IRRIGATION LEGEND [}] DRIP LINE TUBING [II 3/4" GRAVEL SUMP (1 CUBIC FEET) [TI 6"ROUNDVALVEBOX III FINISH GRADE III REcYcLED wATER 1.D. TAG. -=~111;:'r", Le: 'Tt-=_ E-=_ =_=,"'J1-'f'r""""'""=rn!1'11 (THREAD NYLON TIE THROUGH ,c HOLE INTAG) WFILTER FABRIC. WRAP 1 LAYER AROUND BOX COVERING HOLES. 7 =~-~=--~_S_H_V_AL_V_E _____ @ 41-----;::::::::::=::i.. _ __, 2 I-_,, 1--------------------------- F >-------------·--------, --,3 2 i------.1 --,5 PLANTING AREA-A PLANTING AREA - B -~~-_s'_P_TU_B_IN_G_P_L_A_NT_E_R_LA_Y_O_U_T ______________________ ® OJ CONTROLLER PER LEGEND SEE MFGR. MANUAL FOR MOUNTING INSTRUCTIONS 0 120 VOLT POWER WIRING IN CONDUIT r IT) CONTROL AND COMMON WIRES IN CONDUIT-SECURE TO WALL 0 WALL 2'-6" Ml II] 2" CONDUIT SWEEP TO OUTSIDE III FINISHED GRADE ,--- 1 I I I L_ ___ 1_ I =~=~-LL_M_O_U_N_TE_D_C_O_N_T_RO_L_L_ER _____ ® III THRUST BLOCK (IQ] BRASS ELL 12] 4" NIPPLE @J COPPER FEMALE ADAPTOR @] SUPPLY TYPE 'K' ,---.,, -'+-:c--c---1-,r-:-_-.• --· ~. ~ar..c-l' ,,1-,-...u.."':-,,---,-, COOPER FORM MAIN IE] PVC FEMALE ADAPTOR @J PVC MAIN TO SYSTEM ITfil BRASS UNION 11 REDUCED BACKFLOW PREV 18 N.T.S. LEGEND: OJ IRRIGATION HOSE -SLVPVC-"1"-ACL 1 B" 0 IRRIGATION HOSE -SLV-PVC-"1"-ACL24" III PLANT TRUNK 8) PLANT MATURE CANOPY I}) LATERAL PIPE AS PER PLAN 1/ 2" FPT CONNECTION FROM LATERAL [Ij 1 I 2" FPT CONNECTION FROM LATERAL -~-~=sl_C_O_IH_R_IS_E_R_W_I_TH_E_M_M_IT_E_R__,@) S.R. CLARKE LANDSCAPE ARCHITECTURE & DEVELOPEMENT 110 COPPERWOOD WAY# P OCEANSIDE CA 92058 760 716-3100 CA. LLA#5299 1 VALVE BOX 0 12" DIA. SCH 80 PVC PIPE IT) TRUE UNION BA.L VALVE-PER LEGEND-LINE SIZE 8) FINISH GRADE ~-----11 5 BRICK SUPPORT-FULL FERIMETER III DRAIN ROCK [TI PVCUNION III PVC MAINLINE-REFER TO LEGEND AND SPECS SIZE PER PLAN III PVC MALE ADAPTOR -4 1 " TY .,.._---1 4 ~----15 OJ ROOF GUTTER 0 RAIN SENSOR -MINI CLIK IT) RUN LEAD WIRES TO CONTROLLER @ GUTTER MOUNTING BRACKET NOTE: MOUNT SENSOR WHERE IT WILL BE EXPOSED TO UNOBSTRUCTED RAINFALL, BUT NOT IN PATH OF SPRINKLER SPRAY. ~?sOF GUTTER MOUNTED RAIN SENSOR ® 4 OJ DBY WATER PROOF CONNECTION (1 OF 2) 11] SOLENOID WIRE (1 OF 2) III MASTER VALVE PER LEGEND 8) FINISH GRADE I}) MAIN LINE PER PLAN r-------------------11 ---------------l2 -------\.\--------13 9 6 8 III CRUSHED GRAVEL CLEANED AND WASHED [TI SxS PVC SCH 40 PVC 45" ELBOW """'~r=~~_T_E_R_V_A_LV_E _ __,@ 11] BRICK SUPPORT -FULL PERIMETER @ PVC TRUE UNION (TYP.)-LINE SIZE. (IQ] VAL VE BOX OJ ROUNDVALVEBOX 0 QUI CK COUPLER VALVE.'.'fir1Sf8,~g \~iy ,.,S::..C:S...::S...2.,._,::,_,S::..C:s...::S...;::s_,._,::,_,:s::..c:s._::s._;::s_,._,::,_,:s::..c:s._::s._~;::_,~~~---~\o):l:, IT) 12"X24" LONG GAL PIPE STAKE 8) BRASS NIPPLE 6" MIN. LENGTH I}) SCH. 40 COUPLING (II SCH. 40 DEG. STREET ELL [TI SCH. 40 NIPPLE 6" MIN LENGTH III BRICK 4(TYP) III PVC MAINLINE CTill DRAIN ROCK _ 12] SCH. 40 TRIPLE SWING JOINTI I H c~~~~ = _O_UI_CK_CO_U_P_LE_R ____ ® NOTES: 1. PVC SLEEVE TO BE 2X DIA. OF PIPE OR WIRE BUNDLE. 2. EXTEND ALL SLEEVES 12" MIN PAST HARDSCAPE EDGES. 3. BACK FILL SHOULD BE PLACED IN 6" LAYERS AND TAMPED. SLEEVES UNDER ROADS: • LESS THAN 6" IN DIANETER--36" COVER • GREATER THAN 6" IN DIAMEiER -48" • SCHEDULE BO PVC SLEEVES UNDER PAVING(NON-ROADS): • LESS THAN 3" IN DIAMETER -18" COVER • 3"-5.5" IN DIAMETER -24" COVER • 6" OR GREATER IN DIAMETER -36"COVER • SCHEDULE40 PVC III PAVING ~--t4 2 3 .. ,.-. 4 . . . . . .. 4 [II SAND BACK FILL COMPACTS) TO THE DENSITY OF THE EXISTING SOIL III UNDISTURBED SOIL @) LATERAL LINES SLEEVE SEE LEGEND FOR SPECS III MAINLINE SLEEVE SEE LEGEND FOR SPECS I!] CONTROL WIRE SLEEVE SEE LEGEND FOR SPECS -~.;--;_EV_I_NG ______ @ "AS BUil T" P.E. ___ EXP. ___ _ REVIEWED BY: DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS INSPECTOR DATE t----+--+-------------+---+--+---r----1 I SH6EET I CITY OF CARLSBAD I SHE8ETS I PLANNING DIVISION ;::IR=R=1=G=AT=1~o=N=D=E=T=A1=Ls=F=o==R=:=======:::_:====: DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION REVIEWED BY L.A. CITY APPROVAL STEINHAUER RESIDENCE APPROVED: PLANNING OWNBY: __ _ CHKDBY: --- RVWD BY: 2449 LAPIS ROAD CARLSBAD, CA 92009 A.P-N.: 213-230-08-00 PROJECT NO. LPC2021-0017 CT02 23 DRAWING NO. 406-6M I I h I TB TB -----1 88 8 -- NORTH ' TB R. Y.s B t-...:_ . , I I I I I I I I I I I I I I I I I I I I I I I I MWELO NOTES: 1. FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATIE OF A MINIMUM O FOUR CUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX INCHES INTO THE SOIL. SOILS WITH GREATER THAN 6%ORGANIC MATTER IN THE TOP 6 INCHES ARE EXEMPT FROM ADDING COMPOST AND TILLING. 2. PRIOR TO PLANTING OF ANY MATERIALS COMPACTED SOILS 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 MA.DE FROM RECYCLED OR POST-CONSUMER MATERIAL SHALL TAKE PRESIDENCE OVER INORGANIC MATERIALS UNLESS RECYCLED OR POST CONSUMER ORGANIC PRODUCTS ARE NOT LOCALLY AVAILABLE. KEY NOTES <D RAISED VEGETABLE BEDS © FOUNTAIN WATERFALL FEATURE PLANT LEGEND TREES SYM BOTANICAL NAME T1 HOWEA FORSTERIANA T2 RHAPHIOLEPIS 'MAJESTIC BEAUTY' T3 OLEA 'SWAN HILL' T4 GEIJERA PARVIFLORA T5 LAGERSTROEMIA . 'PINK VELOUR' T6 LEPTOSPERMUM PETERSONII T7 CYCAS REVOLUTA TB FRUIT TREE SHRUBS SYM BOTANICAL NAME 1 STERLITZIA REGINAE 2 PODOCARPUS M. 'MAKI' 3 MYRICA CALIFORNICA (HEDGE) 4 MYRTUS C. COMPACTA(HEDGE) 5 IRIS DOUGLASIANA 6 RHAPHIOLEPIS U. 'MINOR' 7 RHAPHIOLEPIS 'BALLERINA' 8 DIANELLA R. 'LITTLE REV.' 9 TULBAGHIA FRAGRANS 10 AGAPANTHUS 'BLUE' 11 AGAPANTHUS 'ALBA' 12 CLIVIA MINIATA 13 LEPTOSPERMUM S. 'RUBY GLOW' GROUNDCOVERS SYM BOTANICAL NAME ....... ...... PLATINUM TE SEASHORE PASPALUM ....... MULCH D.G. -CALIFORNIA GOLD WU• COMMON NAME SIZE QTY COLS KENTIAPALM 24" BOX 5 MOD. MAJESTIC BEAUTY INDIAN HAWTHRORN 24' BOX 2 MOD. SWAN HILL OLIVE 24' BOX 4 LOW AUSTRALIAN WILLOW 24" BOX 1 LOW PINK VELOUR CRAPE MYRTLE 24" BOX 2 MOD. LEMON-SCENTED TEATREE 24" BOX 2 LOW SAGO PALM 24' BOX 1 MOD. 15 GAL. 9 MOD. WU- COMMON NAME SIZE QTY COL BIRD OF PARADISE 5GAL. 12 MOD. MAKI CHINESE PODOCARPUS 15 GAL. 15 MOD. PACIFIC WAX MYRTLE 15 GAL. 11 LOW DWARF MYRTLE 5GAL. 77 LOW DOUGLAS IRIS 5GAL. 5 LOW DWARF YEDDA HAWTHORN 5GAL. 44 LOW BALLERINA INDIAN HAWTHORN 5GAL. 7 LOW LITTLE REV. FLAX LILY 1 GAL. 115 LOW SWEET GARLIC 1 GAL. 16 LOW BLUE AFRICAN LILY 1 GAL. 7 MOD. WHITE LILY OF THE NILE 1 GAL. 6 MOD. ORANGE CLIVIA 1 GAL. 71 LOW TEATREE 1 GAL. 3 MOD. COMMON NAME SIZE LOW WATER TURF FROM: WEST COAST TURF SOD 147 LOW 5646 145 - I SEASONAL VEGETABLE GARDEN BEDS 95 0 I I I I ) I I 5' 10' I I I I I I I I I I I I /m / crj I >-: crj I I It I-~ I ::_-:; 1~ I I 20' SCALE: -1" = 10' I I I I I ~OIL TESTING NOTES: 1. AFTER ROUGH GRADING, SOIL SAMPLES SHALL BE TAKEN FROM ENOUGH LOCATIONS ON THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF THE CONDITIONS. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY (PRE-APPROVED BY THE CITY), THE TEST SHALL INDICATE BUT NOE LIIMITED TO THE FOLLOWING: ORGANIC MATTER CONTENT a) N, P, K b) PH c) EC d) SOIL TEXTURE (SILT, CLAY, SAND) e) RECOMMENDATIONS FOR AMENDMENTS, LEACHING, AND MAINTENANCE FERTILIZER. 2. THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTEDl TO AND APPROVED BY THE CITY. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILLS BE INCORPORATED INTO THE LANDSCAPE PLAN PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS. LANDSCAPE GENERAL NOTES: 1. ALL LANDSCAPE SHALL CONFORM TO THE STANDARD'S OF THE CITY OF CARLSBAD LANDSCAPE REGULATIONS AND THE CITY OF SAN DIEGO 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 DF SIMILAR DESIGN CHARACTER. 6. ALL LANDSCAPE AREAS SHALL HAVE POS111VE (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. "AS BUil T" P.E. __ _ EXP. ___ _ REVIEWED BY: DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS INSPECTOR DATE LANDSCAPE AHCHl'l'EC:l'Ullli & DEVELOPMENT S.R. CLARKE LANDSCAPE ARCHITECTURE & DEVELOPEMENT 110 COPPERWOOD WAY# P OCEANSIDE CA 92058 760 716 3100 CA LLA#5299 1---+-----1-------------1---1----+---I----I I SH?EET I CITY OF CARLSBAD I SHE8ETS I PLANNING DIVISION ;::P:;:LA=::N:::::Tl:::'.N~G:::P::LA==:N:::F;:::O:::R::::::::::::::::::::::::::::::::::::::::::::======'....=:====~ DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION REVIEWED BY L.A. CITY APPROVAL STEINHAUER RESIDENCE APPROVED: PLANNING DWN BY: CHKDBY: --- RVWDBY: 2449 LAPIS ROAD CARLSBAD, CA 92009 A.P.N.: 213-230-08-00 PROJECT NO. LPC2021-0017 CT020023 ex lu, /z.,1 DRAWING NO. 406-6M NOTE: OJ SET TOP OF ROOTBALL AT SOIL SURFACE m MULCH SOIL TO A DEPTH OF 2" FOR 2' DIA. 1 GAL. SHRUBS, 4" DEPTH FOR 5 GAL. SHRUBS. KEEP MULCH 4" AWAY FROM PLANT BASE ill SCARIFY ONE SIDE OF ROOTBALIL PRIOR TO PLANTING Ill BACKFILL WITH NATIVE SOIL. APPLY FERTILIZER TO BACKFILL PER SOIL REPORT. I}] PLANTING HOL= SHALL BE 2 TIMES DIA. OF ROOTBALL AND NO DEEPER. SCARIFY SIDES AND BO,OM OF PLANTING HOLE OJ EQUAL TRIANGULAR SPACING REQUIRED BETWEEN IPLANTS (REFER TO PLANT LEGEND FOR ON CENTER SPACING) ----13 m DISTANCE FROM EDGE OF PLANTER TO CENTER OF PLANT TO BE Yz THE SPECIFIED SPACING ill EDGE OF PLANTING AREA PRUNE TREE AT TIME OF STAKE REMOVAL TREE TIE, 1" (MIN.) IN WIDTH (2) 2" DIA. X 8' LONG LODGEPOLE PINE -REE STAKES. BURY 3' IN GROUND AND CUT OFF STAKE 12" ABOVE TREE -IE. STAKES SHALL REMAIN IN PLAC FOR 2 YEARS UNLESS REMOVAL IS APPROVED BY LANDSCAPE ARCHITECT. SET TOP OF ROOTBA.L AT SOIL SURFACE FORM TEMPORARY IRRIGATION BORDER JUST OUTSIDE OF ROOTBALL. US WATER TO SETTLE BACKFILL 11] MULCH TO DEPTH OF·½", 5' IN DIAMETER. KEEP MULCH 6" AWAY FROM TRUNK. [II BACKFILL WITH NATl~E SOIL [NO ROCKS GREATER THAN 1")APPLY FERTILIZER TO BACKFILL PER SOIL REPORT. PLANTING HOLE SHALL BE 2 TIMES DIAMETER OF ROOTBALL AND NJ DEEPER. SCARIFY SIDES AND . . , . . . .. .. . .. . . . . 5' .. . . .. . . . . . I~ .. ·: ... / .. · ....... 1•-.;.,.· ' . ' . '-----1-----l 2 '-----_J.---1 4 OJ TYPICAL SIDEWALK OR HARDSCAPE SURFACE m ROOT BARRIER-MODEL NO. UB 18-2 DEEP ROOT PARTNERS, (800) 458-7668 TREE/TREE TRUNK STREET CURB OR HARDSCAPE SURFACE TOP OF DEEPROOT BARRIER MUST BE AT LEAS-1/2" (13MM) ABOVE GRADE GROUND LOCKS PERSPECTIVE VIEW 0 ~ 0 ' 0 0 0 0 0 0 SHRUB PLANTING m~rRT_sO_U_N_D_CO_V_E_R_LA_Y_O_U_T __ -===--1@ t. ROOT BARRIER * INSTALL ALONG ANY PAVING 1\/ITHIN 10' OF TREE TRUNK TREE PLANTING BOTTOM OF PLANTING HOLE -;;N.~T.S:;-. -------------------------------'@ N.T.S. r 6'or3' per plan I 5 3' 4 OJ TREADED AND STAINED 2x4 DOUGLAS FIR m 5" CEDAR BOARDS 2 ill 4x4 TREATED AND , , STAINED POST 3',4, or 5 gate per plan 4"GAP [I] SELF CLOSING LATCHING GATE I}] FINISHED GRADE --,vy=r~=-O_D_F_E_N_CE_&_G_AT_E_D_E_T_AI_L ____________ ® Soil Management Plan [MAY 26, 2021 . I RE: iSTEINHAUER RESIDENCE Carlsbad , CA. 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 uniformly. 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) -1/3 pound Triple superphosphate (0-45-0) -1/4 pound agricultural gypsum -2 pounds good quality soil amendment -about l 5% 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 I. 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. ARCHITECTURAL BOULDER TO BE LOCAL GRANITE FINISH GRADE SUB-GRADE PER GRADING PLANS 1 BURY BOULDER 1/3 OF ITS SIZE INTO THE GROUND NOTE: 2 LOCATION OF BOULDERS TO BE; DETERMINED BY LANDSCAPE ARCHITECT ON-SITE. ~ -~- 8 ~_H_IT_E_C_TU_R_A_L_B_O_UL_D_E_R ____ ~@ 2. The pH of the material shall be between 6 and 7.5. 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 he present ifto be applied on alkaline soils. 7. Types ofacceptahle 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 arc not acceptable. 10. Carbon:nitrogen ratio is less than 25:1. 1 I. 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 WALLACE LABS SOILS REPORT 365 Coral Circle Location El Segundo, CA 90245 Requester IIPrint Date : MAY 26, -~p~~-1 --Steinhauer Residence, Carlsbad CA. -------------- chitects Sean Clarke, S.R. Clarke Landscape Ar N.T.S. RUBBER TREE TIES LOOPED IN A 'FIGURE 8' AROUND TRUNK AND STAKE. f'l1 A" r1 ,. _n11 r.. i ........ hic intemretntion: * very low,"'* law, *** moderate ammonium bicarbonat ,.,. extractable -mg/kg soil Snmple Interpretation of data -• tlon low medium high 0-7 8-15 over 15 phosphorus 1).60 60 -120 121-180 pot.nssi.um 0-4 4-10 over 10 iron 0-0.5 0.6-I over l manganese 0-1 1 -l.S over 1.5 zinc 0-0.2 0.3-0.5 over 0.5 copper ~ ~~ 11.,.,_nc ' L calcium magnesium sodium sulfur molybdenum ._, _, The 1ollowlng trace aJuminum elements may be toxic arsenic The degree of toxicity barium depends upon the pH of cadmium the SOIi, SOIi teKture, chromium organic matter, and the cobalt concentrations of the lend lndlvldual elements as well lithium mercury selenium The pH optimum depends silver upnn !,Oil organic strontium matter and clay content-tin for clay and loam soils: .. under 5.2 is too acidic 6.5 to 7 is ideal Sotoration Extract over 8.0 is too alkaline JH value The ECe lll a measure of ECe (mllli- the soil ,allnily: mho/cm) 1-2 affects a few plants calcium 2-4 affects some plants, magnesium > 4 affects mnny plants. sodium potassium. cation sum problems over 150 ppm. chloride good 20 -30 ppm nitrate as N ph05phorus as P toxic over 800 sulfate as S anion sum toxic over 1 for many nlants boronusB Increasing problems start at 3 SAR I est. ..,..1nsum renulrement .. tbsJ1000 wr. ft. relative infiltration rate estimated soil texture lime (calclum carbonate) organic matter moistwe conteot of soil half saturation percentage ****'-'-'-***** 12" Deep sample graphic 2.66 * 87.44 **"' 20.66 *"'"'"'"' 6.83 **** 1.11 ••• 1.18 **** 0.33 ••• 380.32 ••• 426.07 ***** 260.65 **** 18.97 * n tl • 0.36 * nd * 0.04 * 0.62 * 0.04 * nd * 0.10 • 0.73 * 0.34 * nd • nd • nd • 3.04 * nd • 0.26 * 6.11 ••• 1.37 .. , millieq/1 37.5 1.9 25.0 2.1 192.1 8.4 7.7 0.2 12.5 216 6.1 71 5.1 0.6 0.0 59.2 3.7 14.9 0.31 •• 6.0 ••• 102 slow sandy loam no fair 5.7% 18.8% 2" DIA, LODGEPOLE STAKE. MIN 10' LENGlH, PLAN DO NOT REMOVE SIDE GROWTH ALONG TRUNK. PRUNE ONLY AS DIRECTED BV THE A~NCY. ACH 1REE TIE SHAU. BE NAILED TO STAKE USING GALVANIZE□ NAILS. 2-2" DIA 10' MIN LENGTH LODGEPOLE STAKES ANO 4 TIES. TOP TRE£ TIES SHAU. BE 3" BELOW TOP OF STAKE, TIES SHALL PROVIDE Fl.E){IBILJTY OF TRUNK BUT NOT ALLOW RUBBING OF TRUNK OR BRANCHES AGAINST STAKE. 6" FROM1-9'<adl LO'NEST OR NEAREST 'TOP OF ROOT BALL 1" ABOVE FINISHED GRADE. BRANCH, CHAMFER AS NEEDED TO EIJMINAlE SOIL SLOUGHING. 1:1 MAX SLDPE. PLANT TABLETS PEfl: SPECS., MAX 3" DEEP, TREE STAl<ES [T'IP) mEE BUSBLERS ON UP HILL SIDE OF TRUNK {1- ◄) "-3" MULCH, .3N CltAR FROM TRUNK. UNDISTl.lRBEO NATIVE SOil: 4" PVC RIGID PERFORATED BREATI,ER TUBE PLANT TABLETS BURRIED, MAX 3" DE£P 2 11 8AL1-WIDTH MINIMUM X EE BUBBLERS (1-4) V-......_1-.TREE TRUNK --,t.-"4-.. PVC RIGID PERFORATED BREATHER TUBE ~\;t\lTER A -SLOPES 8 -LEVEL GROUND NOlES 1. DOUBLE STAKE 15 GAL AND LARGtR lREES. SINGLE STAKE mEES SMALLER THAN 15 GAL 2. FOR SINGLE STAKED TREES, PLACE STAl<E ON \fflDWARD SIDE Of TREE. 3, LOCATE STAKES OUTSIDE OF ROOTBALL 4, PROVIDE MINIMUI.I DISTANCE FROM OTHER OBJECTS AS FOLLOWS: 2ri TRAFAC SlGNALS, 12' STREET LIGHTS,, 10' FIRE HYDRANTS, SEWER LINES AND SDG&E FOR PAD MOUNTED i;:QUIPMENT, AND !5' UNDERGROUND SDG&E ELECTRIC AND GAS U~. SAN DIEGO REGIONAL STANDARD DRAWING RECOUMENDED BY THE SAN DIEGO RECIOIAL STANDARDS COf.lUITJEE 1/J. "i?Of8 Chai rccn R.C.E. 102~6 Date Re-.lewed '2H T. Slanlan ID 18 TREE PLANTING AND STAKING DRAWING NUMBER L-01 "AS BUil T" Elements are expressed as mg/kg dry soil or mg/I for saturation extract. pH and Ece are measured In a satura11on paste extract. nd means not detected. Analytical data detennlned on soil fracllon passing a 2 mm sieve. S.R. CLARKE LANDSCAPE ARCHITECTURE & DEVELOPEMENT 110 COPPERWOOD WAY# P OCEANSIDE CA 92058 760 716 3100 CA LLA#5299 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS P.E. __ _ REVIEWED BY: INSPECTOR EXP. ___ _ DATE DATE i---+-----,f-------------l---+--1----l---l I SH8EET I CITY OF CARLSBAD I SHE8ETS I PLANNING DIVISION ;:P:;:LA==N::::T:;:\N~G~PLA:=N=:F=O::::R::;::::::::::::::::::::::::::::::::::::::::::===~==:=! DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION REVIEWED BY L.A. CITY APPROVAL STEINHAUER RESIDENCE APPROVED: PLANNING DWN BY: CHKD BY: RVWDBY: 2449 LAPIS ROAD CARLSBAD, CA 92009 A.P.N.: 213-230-08-00 DRAWING NO. 406-6M