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Home My WebLink AboutDWG 483-6L; CT 08-06; HIGHLAND JAMES SUBDIVISION; 01-06H GHLAND/JAMES SUBD VS ON: LANDSCAPE IMPROVEMENT PLANS GENERAL NOTE -THE LANDSCAPING> FOR Hl6HLAND JAMES DEVELOPMENT V'llLL ADDRESS THE SLOPES ON SITE V'lHILE THE REST OF THE LANDSCAPING> IS THE RESPONSIBILITY OF THE INDIVIDUAL PROPERTY OV'lNERS. CONSTRUCTION NOTES I. THE CONTRACTOR AGREES TO HOLD THE OV'lNER AND LANDSCAPE ARCHITECT HARMLESS FROM ANY CLAIMS ARISING OUT OF HIS OPERATIONS OR THE OPERATIONS OF ANY OF HIS SUBCONTRACTORS, MATERIAL SUPPLIES, OR AGENTS. 2. ALL LOCAL, MUNICIPAL AND STATE LAV'lS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS l"IORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 3. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND SERVICES BEfORE COMMENCING V'lORK. Tf:IE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOV'lN IN THESE PLANS AND THE CIVIL ENGINEERS IMPROVEMENT PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETV'lEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OV'lNER OR LANDSCAPE ARCHITECT IMMEDIATELY AND PRIOR TO COMMENCEMENT OF l"IORK IN SAID AREA. 4. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FEATURES · TO REMAIN ON, AND ADJACENT TO , THE PROJECT SITE DURING CONSTRUCTION. CONTRACTOR SHALL REPAIR, AT HIS OV'lN EXPENSE, ALL DAMAGE RESULTING FROM HIS OPERATIONS OR NEGLIGENCE. 5. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING AND/OR ARCHITECTURAL PLANS BEFORE BEGINNING V'lORK. 6. PERMITS FOR ANY CONSTRUCTION DEPICTED IN THESE PLANS SHALL BE OBTAINED BY THE CONTRACTOR. 1. CONTRACTOR SHALL HAVE A VALID CONTRACTORS LICENSE REQUIRED FOR THE PARTICULAR V'lORK BEING DONE. CONTRACTOR SHALL NOT ALLOV'l THE LICENSE(S) TO LAPSE DURING THE CONTRACT PERIOD. 8. ALL IRRIGATION BACKFLOV'l PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL V'lATER DISTRICT. PIPE BETV'lEEN THE METER AND THE BACKFLOV'l PREVENTER SHALL BE SCHEDULE K HARD COPPER. APPROVED CONTRACT BACKFLOV'l TE$TERS CAN BE FOUND ON THE CITY V'lEBSITE AT, V'lV'll"l.CARLSBADCA.GOV /SERVI CES/DEPARTMENTS/V'lA TER/DOCUMENTS/ REC Y CLEDV'lA TERBACKFLOV'lTESTERLI ST.PDF (FOR RECYCLED V'lA TER) V'lV'll"l.CARLSBADCA.GOV /SERVI CES/DEPARTMENTS/V'lA TER/DOCUMENTS/ V'lATERBACKFLOV'lTESTERLIST.PDF (FOR POTABLE V'lATER) OR CALL 438-2122 "l. SHOULD THE SHEET GRADED PADS NOT BE SCHEDULED FOR ltvfPROVEMENTS V'llTHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING, STANDARD #I (COVER CROP) V'llTH TEMPORARY IRRIGATION SHALL BE APPLIED. INSPECTION PROCEDURES, -INSPECTION OF THE PROJECT SHALL BE PREFORMED BY THE LANDSCAPE ARCHITECT OF THE V'lORK, OR HIS DESl6NATED A6ENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. -FOLLOV'llN6 COMPLETION OF V'lORK, THE LANDSCAPE ARCHITECT OF THE V'lORK V'llLL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SU13MITTIN6 THE "FINAL LANDSCAPE CERTIFICATION FORM". A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO 13E MADE BY CALL THE INSPECTION REQUEST LINE. "FINAL LANDSCAPE CERTIFICATION FORM" FAX ro, 160."!44.8"143 LANDSCAPE INSPECTION REQUEST PHONE LINE, 160.602.4602 SITE CITY OF OCEANSIDE HIGHWAY ?a PACIFIC OCEAN AVE NOT TO SCALE CITY OF VISTA .,_0 <>co CITY OF ..,___.-,.,. SAN MARCOS CITY OF ENCINITAS vrc1 N ITY MAP DE:CLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF JIIIORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DE~INED IN SECTION 6103 OF THE BUSINESS AND PROFESSIONS GODE AND THAT THE DESIGN IS CONSISTENT JIIIITH GURR.ENT STANDARDS. I UNDERSTAND THAT THE GHEGK OF PROJECT DRAJIIIINGS AND SPEGIFIGATIONS BY THE GITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEJ/11 ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF JIIIORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL GONFORMANGE JIIIITH THE APPROVED LANDSCAPE GONGEPT PLAN, JIIIATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO L:NDSGAPING/fft~· -- PH.ON£ NO: ( 7~_7_2_9-_86_3_7 ____ _ REGISTRATION NO: 2348 EXP/RAT/ON DA TE: 3/31/15 -~~----- APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS ITE A61JA l-lEt>IONC>A LOCATION MAP WATER EFFICIENT LANDSCAPE DECLARATION: . ~.,·-., ,~- SHEET INDEX TITLE SHEET IRRIGATION PLAN, LEGEND IRRIGATION DETAILS AND SPECS. I IRRIGATION SPECS CONTINUED ' PLANTING PLAN, LEGEND 4 DETAILS PLANTING SPECIFICATIONS LANDSCAPE ARCHITECT ADL PLANNING ASSOCIATES ANTHONY D. LAV'lSON 2Cf1Cf STATE ST. SUITE C CARLSBAD, CA '12008: ' H6o) 12Cf-8631 . LANDSCAPE STATEMENT: I L-1 L-2 L-3 L-4 L-5 L-6 -THE LANDSCAPE CONCEPT FOR TH1:: Hl6HLAND JAMES DRIVE DEVELOPMENT IS INTENDED TO ADDRESS THE SLOPES ASSOCIATED V'llTH THE Hl6HLAND JAMES SITE. I AM FAMILIAR JIIIITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE GITY OF CARLSBAD'S LANDSCAPE MANUAL $ JIIIATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN GOMPLIANGE JIIIITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF JIIIATER. , B~ . -·-- PH.ON£ NO: ( 760) ~72=9_,-8"'-63""'7 ____ _ REGISTRATION NO: 2348 EXPIRATION DAT£: _3/_3_1/_15~---- "AS-BUILT " --~-EXP. ____ DATE REVIEWED BY: INSPECT6R DATE AOL PLANNING --- ASSOCIATES __ ~t CITY OF CARLSBAD I SH6ETS I 1----1------+---------------+-----+--+---+-----l ~ PLANNING DIVISION 1-----+------l--------'----------+------l--+-'------+----l L. A N D P L A N N I N G LANDSCAPE ARCHITECTURE 2979 STATE STREET SUITE "C" C A R L S B A D, C A. 9 2 0 0 8 (760)729-86'7 FAX,960)729-B'24 DATE: 12-16-14 1-14-15 JOB NO.: 21414 SCALE: DRAWN BY, DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL TITLE SH~ET HIGHLAND I JAMES SUBDIVISION CARLSBAD, CA 92008 APPROVED ~-tt:Ju ½ e:n--q\t I-Z-·11.,~ --·-- PLANNING I DATE I DWN BY: I I PROJECT NO. I! DRAWING NO. CHKD BY: CT 08-06 RVWD BY: · I 1483-6L I __J 0 <11 I l·.A. R,,,N\·.,.2of,··y· 1i:Jwf8,4 r I I i' /!,.':,•, •• f.1.:,i.--.:',;,c.[ :::•1~ \ i JIIf6ds~\ ·.~r.-__ . .c.,-.,,-----!.---+----1 1 ' ·1,). 4 ,, .. ;,,c~ PROPERTY LIN~ , 1 . \ I I CURS 1...., .... 1n'-----~_1 _'...l----bUT ER \ \ \ \ \ PROPERTY LINE / \ \ i I I ... ........... I I 2 -EX. '1' / :::__s ' •.. , .. ·.-: -- ' ,·,:_; .•• I ".'.i ! I" . IRRIGATION NOTES I. IRRIGATION PLAN IS DIAGRAMMATIC.. ALL IRRIGATION EQUIPMENT SHALL BE LOC.ATED IN PLANTING AREAS ONLY, UNLESS NOTED OTHERY'IISE. REFER TO THE IRRIGATION LEGEND AND DETAILS FOR EQUIPMENT AND INSTALLATION. 2. C.ONTRAC.TOR SHALL KEEP THE PREMISES GLEAN AND FREE OF EXC.ESS EQUIPMENT, MATERIALS, AND RUBBISH INC.IDENTAL TO Y'IORK OF THIS SEC.TION. 3. A. ALL RISERS SHALL BE PV.c.. SC.HEDULE 80. 5. ALL PIPE FITTINGS SHALL BE P.V.C.. · SC.HEDULE 40. 4. A. ALL HIRE SHALL BE ANG-UF, DIREC.T BURIAL TYPE, AND ALL SPLIC.ES AND C.ONNEC.TIONS SHALL BE MADE Y'IITH PEN-TITE C.ONNEC.TORS OR EQUAL. EAC.H VALVE ON A C.ONTROLLER SHALL HAVE A SEPARATE HIRE C.OLOR. ALL HIRES SHALL BE ,INSTALLED Y'IITH Tv-1O (2) FEET OF EXC.ESS HIRE (C.OILED) AT THE END OF EAC.H HIRE RUN. 5. C.ONTROL HIRE SHALL BE BUNDLED AND PLAC.ED BENEATH MAINLINE. C.. PROVIDE PVC. SLEEVING FOR HIRES UNDER ALL PAVED AREAS HIDER THAN FOUR FEET AND THROUGH ALL MASONRY HALLS. PVC. SC.H. 40, TY'IIC.E DIAMETER OF MAINLINE (MIN. 24" GOVER) 5. C.HEC.K VALVES SHALL BE USED Y'IHERE INDIC.ATED AND Y'IHERE NEC.ESSARY TO PREVENT Y'IATER FLOY'! FROM LOY'IER ELEVATION HEADS Y'IHEN SYSTEM 15 TURNED OFF. b. ALL PRESSURE MAINLINES SHALL BE EIGHTEEN (18) INC.HES DEEP, AND ALL LATERALS TY'IELVE (12) INC.HES DEEP. TRENC.H BAC.KFILL SHALL BE FREE OF ANY MATERIAL THAT MAY DAMAGE IRRIGATION PIPE OR EQUIPMENT. IN THE EVENT OF BAC.KFILL SETTLEMENT, C.ONTRAC.TOR SHALL PERFORM REQUIRED REPAIRS AT HIS OY'IN C.OST. 1. ALL AUTOMATIC. VALVES SHALL BE LOC.ATED Y'IITHIN SHRUB AREAS AND INSTALLED IN GREEN VALVE BOXES, ONE VALVE PER BOX, Y'IITH FOUR (4) INC.HES OF PEA GRAVEL BENEATH THE VALVE. GATE VALVES SHALL BE LOC.ATED IN SEPARATE VALVE BOXES. ALL VALVE BOX LIDS TO BE FLUSH Y'IITH GRADE 8. ALL MAINLINE AND LATERAL LINES SHALL BE SLEEVED Y'IITH P.V.C.. SC.HEDULE 40 TY'IIC.E THE DIAMETER OF THE SLEEVED LINE Y'IHERE IT PASSES UNDER PAVED AREAS. "I. BATTERY REMOTE C.ONTROLLERS SHALL BE SIZE AND TYPE AS NOTED, AND INSTALLED Y'IHERE INDIC.ATED ON IRRIGATION PLAN. C.ONTROL HIRES SHALL BE SLEEVED IN ELEC.TRIC.AL C.ONDUIT TO MAINLINE. 120 VOLT SERVIC.E TO C.ONTROLLER SHALL BE BY THE OY'INER. N.A.P 10. PRIOR TO BAC.KFILLING IRRIGATION TR.ENC.HES, A. ALL MAINLINES IN THE SYSTEM SHALL BE GAPPED AND PRESSURE TESTED AT 125 P.5.1. FOR A PERIOD OF FOUR HOURS. ANY LEAKS FOUND SHALL BE C.ORREC.TED BY REMOVING THE LEAKING PIPE OR FITTINGS AND INSTALLING NEY'! MATERIAL IN ITS PLAC.E. 5. ALL LATERALS SHALL BE PRESSURE TESTED AT DESIGN PRESSURE FOR ONE HOUR. II. IRRIGATION C.ONTRAC.TOR SHALL MAINTAIN THE SYSTEM FOR A PERIOD OF SIXTY (bO) DAYS AND SHALL Y'IATER ON A DAILY BASIS. 12. SHOULD THE SHEET GRADED PADS NOT BE SC.HEDULED FOR IMPROVEMENTS Y'IITHIN b MONTHS OF C.OMPLETION OF ROUGH GRADING, STANDARD. ~I (GOVER C.ROP/HYDROSEED) AND TEMPORARY IRRIGATION SHALL BE INSTALLED. 13. RAIN SENSORS SHALL BE REQUIRED FOR BOTH TEMPORARY AND PERMANENT IRRIGATION •NOTE* o' CJ) ANTI 51P!"4C'N 6ReAKl::R @ 5CH 00 NIPPLES CDFINl5H- 10' © LATERAL PIPE-. f"ITTIN6S ATMOSPHERIC. VACUUM BREAKERS SHOULD BE INSTALLED 6-1:2" ABOVE THE HIGHEST SPRINKLER HEAD YilTHl.N THE ZONE, OR, Ac.CORDING TO LOCAL C.ODE. 11\ RECTA~ULAR PLASTIC VALVE eox J,V LOCKIN6 i l..!...l BOLT LID, PVRPLE IN COL.OR FOR RECL.AIMED JlliAT!:R. FINISH 6RADE:. 1 ~ ELECT'fi.lC FU:MOTE CON~l VALVe. PVC. ~TERAl.. LINE PIPE -SEE IRRIGoATION NOT!=S I FOR PIPE DEPTH. ! PVC 5x5 c:to• ELL. PEA 6AAYEL (2" DEPTH). PVC NIPPU:, PVC 5x5 SCH. eo UNION. A. REMOTE CONTROL VAL VE MIER 9U06EI GALGULAIIQN!;?: FLANTIN&: AREA Ji'lATER BUDGET = (ETO)(Oh2) [(0.1)(1..A) + (0.5)/SLA)] = (44)(0h2) [(0.1)(2,450) + (0.5)(0)] = (2128) ( 1,115 + 0 ) = 4€>,185 GALLONS PER YEAR 5. ATMOSPHERIC VACUUM BREAKER N.T.s. THREADED P'v'C MALE ADAPTER. THREADED PvC SCH. eo SHORT NIPPU::. VARl!:5 -SEE lRRl6ATION NOTES FOR FOR BOX TOP HE16HT. ~IRE CONNl=C,TORS. 12" DIAMETER. LOOP. BRICK VALVE: BOX 5UPPORT5. PVC TEE OR ELL. PVG MAINLINE -see IRRIGATION NOTES FOR PIPE DEPTH. ----- N.T.5. ESTIMAIEP TOTAL J1ATER USE CALgJLATIQNS:1 ETYiU = [(ETo)/Oh2)][(PF x HA • IE) + SL.A] = [(44)(0h2)] [(0.4 X 2,450 + 0.1) + O] = (2128) ( 1,400 + 0) • 58,1~2 GALLONS PER YEAR REMOTE C.ONTROL VALVE C.ALLOUT CONTROLLER IDENTIFIER x-x xx.x " ~ -•c -:::; CD l,37 . .> 20' 40' .K " IRRIGATION EQUIPMENT. LEGEND: . . . . I I SYMBOL DESCRIPTION MANUFAC. 11.JRER MODEL NUMBER . . POINT OF C.ONNEC.TION, C.ONNEC.TING DOJl'lN STREAM OF P.0.C.. RESIDENTIAL METER ® I" Ji'lATER METER (INSTALLATION BY OTHERS) METER BY OTHERS SEE CIVIL PLANS FOR <SERVICE LINE AND METER LOCATION . 0®© CONTROLLER (CONFIRM LOCATIONS Ji'llTH C.ONTRAC.TOR/C.IVIL HUNTER PC.C.-€>00 ~ RAIN-C.LIK ENGINEER) AND RAIN-C.LIK RAIN SENSOR ~ BUCKNER OR ASV-015 ATMOSPHERIC. VACUUM BREAKER PGV-015-ASV-LS HUNTER $ REMOTE CONTROL VALVE. HUNTER PGV-IOIG-DC. 0 REMOTE CONTROL DRIP VAL VE YilTH PRESSURE REGULATOR AND RAINBIRD FILTER XC.Z-015-PRF ~ BALL VALVE -LINE SIZE IN VALVE BOX SPEARS 2122, OR APPROVED EQUAL ·. .... PRESSURE REGULATOR (SET TO REGULATE AT 80 PSI AND SIZE FEBC.O PRV-1-DU TO LINE) =t IN-LINE Si'ilNG C.HEC.K VALVE KING BROS. IND. SIZE TO LINE . LATERAL LINE, <SEE NOTES FOR PIPE DEPTH. PACIFIC. PLASTICS PVC. SC.H. 40 (5/4" c,nd c,bov.,J . --1--1-MAINLINE, PACIFIC. PLASTICS PVC. SCH. 40 JPS (UP TO 4") <SEE NOTES FOR PIPE DEPTH. . IRRIGATION HEAD LEGEND: ' SYMBOL DESC.RIPTION MANUFAC. 11.JRE"' ""ODEL PSI RADIUS GPM IDEGREE5 (i) HF ROT A TOR (ADJUST ABLE) HUNTER / FRS40-HFIOOO-"l0 so 8'-IS' . I "l cio:..210· ® HF ROTATOR (ADJUSTABLE) HUNTER / FRS40-HFIOOO-l80 so 8'-IS' .Sl cio·-210· • 18" BUBBLER (FOR STREET TREES) HUNTER / FGB-50 so N/A .50 N/A !msUBSURFAGE IRRIGATION SYSTEH NETAFIH TEGHLINE so TRIGKLE 1/100' N/A IRRIGATION INSTALLATION NOTE: -PRIVATE GONTROLLERS V'!ILL NOT BE INSTALLED UNTIL HOUSE IS CONSTRUGTED. IF GONSTRUCTION IS NOT FINISHED/IHFROVEHENTS NOT SCHEDULED V'!ITHIN 6 HONTHS OF GOHFLETION OF ROUGH GRADING; GONTRAGTOR IS RESPONSIBLE FOR TEHF. IRRIGATION. GONTRAGTOR SHALL INSTALL HUNTER NODE-100 (DG LATGHING SOLENOID INGLUDED) FOR TEHF. IRRIGATION CONTROLLERS. V'llRING FOR FERHANENT IRRIGATION HUST BE RUN AT THIS TIHE FOR GONNEGTION TO FERHANENT GONTROLLER UPON GOHFLETION OF GONSTRUGTION. UPON GOHFLETION OF HOUSE INSTALLATION, GONTRACTOR SHALL INSTALL THE FERHANENT IRRIGATION GONTROLLER, REHOVE THE TEHFORARY BATTERY OPERATED GONTROLLERS, REFLAGE THE VALVE DG SOLENOIDS AS APPROPRIATE AND PROVIDE FERHANENT CONNEGTIONS FROH THE FERHANENT CONTROLLER TO THE VALVES TO PROVIDE OPERABLE IRRIGATION SYSTEHS -LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR TEHFORARY V'lATER SERVIGE TO ALL PRIVATE GIRGUITS, UNTIL GONSTRUGTION IS GOHFLETED AND FERHANENT IRRIGATION GAN BE INSTALLED. COORDINATE PRECISE LOCATION OF ANY TEHF. IRRIGATION V'llTH DEVELOPER, LANDSGAFE ARGHITEGT AND CITY INSFEGTOR. GONTRAGTOR TO SUPPLY LINE-SIZED BALL VALVE AND PRESSURE REGULATOR FOR A STATIC. PRESSURE THAT EXGEEDS 80 PSI 9 DETAIL SEE DETAIL H SEE DETAIL B THIS SHEET SEE DETAIL A THIS SHEET SEE DETAIL F ON SHEET L-B SEE DETAIL E ON SHEET L-B I SEE DETAIL I ON SHEET L-B SEE DETAIL D THIS SHEET SEE DETAIL D THIS SHEET SPACING DETAIL 8'-IS' DETAIL e, 8'-IS' DETAIL C, 2-4' DETAIL C, 18" DETAIL F4G ON L-, 611 MIN. Ci) SHRUB SPRAY ON RISER (Z) 6-12" ABOVE FINISH GRADE CT) SC.H. 80 RISER @ FINISH GRADE CD FINISH GRADE @ LATERAL LINE @ 2 PVC. SC.H. 40 ELLS @ 12" MINIMUM (T X T) ~ 2" PVC. SC.H 80 · (REFER TO IRRIG NOTES) @ PRESSURE SUPPLY LINE '-----{3 G) C.ONTROL HIRES @ BAC.KFILL THREADED NIPPLE . i PVC. SC.H. 80 NIPPL.E @ ~~~E~~t~1~1fS~tEt· *INSTALL C.ONTROL HIRES ON THE UNDERSIDE OF PRESSURE SUPPLY LINE. PVC. SC.H. 40 STREET ELL PVC. LATERAL LINE (j) 12" MINIMUM C. SHRUB SPRAY ON RISER N.T.S. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS D. PIPE TRENCHING IN LANDSCAPE Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG REVIEWED' BY: INSPECTOR "AS-BUILT EXP. N.T.S. " DATE DATE I s;ET I CITY OF CARLSBAD I SH~ETS I LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET SUITE "c" C A R L S 8 A D, C A. 9 2 0 0 8 (76 OJ 7 29-86 37 FAX, Q 60) 7 2 9-8321 DATE: 12-16-14 1-14-15 PLANNING DIVISION IRRIGATION PLAN AND DETAILS HIGHLAND / JAMES SUBDIVISION, ' ' '• CARLSBAD, CA 92008 APPROVED ,~.:J, ~ &~?1\ ..;,:,t I ,z.,:fi · l"'i> PLANNING DATE I JOB NO.: 21414 DWN BY: __ _ PROJECT NO. 1 DRAWING NO. SCALE: I "=20, DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:___ ~ &~VEHARGE 'G ENGINEER PF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: VAL.VE SIZE ,. DRAWN BY· _J CT 08-06 483-6L L--------------------------------------------,---------,--------------------------------~---'-----====· =========-.....::=====:::::'.==================~=====::::::=====:::::::======================:::::~ I I SPECIFICATIONS SECTION 02810 -IRRIGATION SYSTEM PART I -GENERAL I.I. RELATED DOCUMENTS, I.I.I. DRAV1INGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION-I SPECIFICATION SECTIONS, APPLY TO V10RK OF THIS SECTION. 1.1.2. CITY OF CARLSBAD LANDSCAPE MANUAL. I.I.:l. CARLSBAD MUNICIPAL V1ATER DISTRICT'S STANDARD SPECIFICATIONS FOR V'IATER, SEV1ER AND RECYCLED FACILITIES. 1.1.4. COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH, RECYCLED V1ATER PLAN CHECK AND INSPECTION MANUAL, DATED DECEMBER, 1'!'11. 1.2. DESCRIPTION OF V10RK, 1.2.1. THE V10RK CONSISTS OF FURNISHING LABOR, TOOLS, MACHINERY, MATERIALS, AND PROCESSES REQUIRED TO COMPLETE THE SPRINKLER IRRIGATION SYSTEM DESCRIBED HEREIN AND SHOV1N ON THE DRAV1INGS. 1.2.2. THE INTENT OF THE DRAV11NGS AND SPECIFICATIONS IS TO INDICATE AND SPECIFY A COMPLETE SPRINKLER SYSTEM, INSTALLED READY FOR USE V11THOUT FURTHER COST IN LA60R OR MATERIALS TO THE OV1NER, AND COMPLYING V1ITH ALL APPLICABLE CODES, SPECIFICATIONS AND DETAILS. l.:l. QUALITY ASSURANCE, I.cl.I. SUBCONTRACT V10RK TO A SINGLE FIRM SPECIALIZING IN IRRIGATION V10RK. CONTRACTOR SHALL POSSESS ALL LICENSES AND PERMITS REQUIRED TO PERFORM THE V10RK OF THIS CONTRACT INCLUDING A C-21 LANDSCAPING LICENSE. 1.4. SUBMITTALS, 1.4.1. PRODUCT DATA 1.4.1.1. THE CONTRACTOR SHALL SUBMIT TO THE LANDSCAPE ARCHITECT CATALOG DATA AND FULL DESCRIPTIVE LITERATURE FOR APPROVAL OF ITEMS DIFFERENT THAN THOSE SPECIFIED. APPROV- AL OF ANY ITEM, ALTERNATE OR SUBSTITUTE, INDICATES. ONLY THAT THE PRODUGT(S) APPARENTLY MEET THE REQUIREMENTS OF THE DRAV1INGS AND SPECIFICATIONS ON THE BASIS OF THE INFORMATION OR SAMPLES SUBMITTED. 1.4.1.2. THE CONTRACTOR SHALL FURNISH THE ARTICLES, EQUIPMENT, MATERIALS OR PROCESSES SPECIFIED BY NAME IN THE DRAV1INGS AND SPECIFICATIONS. NO SUBSTITUTION V1ILL BE ALLOV1ED V1ITHOUT PRIOR V1RITTEN APPROVAL BY CITY, THE LANDSCAPE ARCHITECT, OR THE OV1NER'S AUTH- ORIZED REPRESENTATIVE. EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED V1ITHOUT THE PRIOR V1RITTEN APPROVAL BY THE LANDSCAPE ARCHITECT MAY BE REJECTED AND THE CONTRACTOR REQUIRED TO REMOVE AND REPLACE SUCH MATERIALS FROM THE SITE AT HIS OV1N EXPENSE. 1.4.2. RECORD DRAV1INGS, 1.4.2.1. PRIOR TO FINAi.. ACCEPTANCE OF V10RK, THE CONTRACTOR SHALL PROVIDE A RECORD SET OF DRAV1INGS V1HICH RECORDS ALI.. FIELD REVISIONS TO THE IRRIGATION SYSTEMS. RECORD DRAV1INGS SHALi.. BE PREPARED ON 2 SETS OF BLUEPRINTS FOR REVIEV1 AND APPROVAi.. BY ARCHITECT AND CITY. THIS INCLUDES, BUT IS NOT LIMITED TO POINT OF CONNECTIONS, AUTOMATIC CONTROLLER, BACKFLOV1 ASSEMBLY, AUTOMATIC CONTROL VALVES, ISOLATION VALVES, QUICK COUPLING VAi.. VES, PRESSURE SUPPLY LINE ROUTE AND CONTROL V1IRE ROUTE. 1.4.2.2. IMMEDIATELY UPON THE INSTALLATION OF ANY BURIED PIPE OR EQUIPMENT, THE CONTRACT- OR SHALL INDICATE ON THE DRAV1INGS THE LOCATIONS OF SAID EQUIPMENT. DIMENSIONS SHALL BE GIVEN FROM PERMANENT OBJECTS SUCH AS BUILDINGS, SIDEV1ALKS, CURBS AND DRIVEV1AYS. I.4.2.:l. ANY CHANGES IN LOCATION OF ITEMS OR TYPE OF INSTALLATIONS FROM THAT SHOV1N ON DRAl"<INGS SHALL BE SO INDICATED ON THE RECORD DRAV1INGS. 1.4.2.4. AUTOMATIC CONTROLLED VALVES SHALL BE NUMBERED AND CORRESPONDING NUMBERS SHALL BE DESIGNATED IN THE FIELD. 1.4.2.5. ALL APPURTENANCES SHALL Bf LOCATED BY MEASURED DIMENSIONS. TV10 DIMENSIONS TO PERMANENT OBJECTS AND SHALL BE TO THE NEAREST FOOT. I.4.B. CONTROLLER CHARTS, I.4.B.I A SET OF CONTROLLER CHARTS SHALL BE SECURED ON THE INSIDE SURFACE OF THE COVER OF EACH AUTOMATIC CONTROLLER. THE CONTRACTOR SHALL PREPARE A COLOR-CODED CHARTS SHOV1 THE VALVES, MAINLINE, AND SPRINKLER HEADS SERVICED BY THAT PARTICULAR CONTROLLER. I.4.B.2. V1/ IN EACH CONTROLLER, EACH VALVE SYSTEM SHALL BE IDENTIFIED BY A UNIQUE COLOR. I.4.B.B. ALL VALVES SHALL BE NUMBERED TO MATCH THE OPERATION SCHEDULE AND THE DRAV1INGS. ONLY THOSE AREAS CONTROLLED BY THAT CONTROLLER SHALL BE SHOl"<N. I.4.:l.4. CONTROLLER CHARTS SHALL BE A PLOT PLAN, ENTIRE OR PARTIAL, SHOV1ING BUILDINGS, V1ALKS, ROADS AND V1ALLS. A PHOTOSTATIC PRINT OF THIS PLAN, REDUCED AS NECESSARY AND LEGIBLE IN ALL DETAILS, SHALL BE MADE TO A SIZE THAT V1ILL FIT IN THE CONTROLLER COVER. I.4.B.5. THIS PRINT SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT OR THE Ol"<NER'S AUTHORIZED REPRESENTATIVE AND SHALL BE HERMETICALLY SEALED BETl"<EEN TV10 PIECES OF TEN MIL. THICK PLASTIC. 1.4.4. EQUIPMENT, KEYS, MANUALS ¢ CERTIFICATIONS, 1.4.4.1.. UPON COMPLETION OF THE CONTRACTOR'S MAINTENANCE PERIOD, THE CONTRACTOR SHALL PROVIDE THE FOLLOV1ING EQUIPMENT, (2) STANDARD QUICK COUPLING KEYS AND MATCHING SV1IVELS FOR POTABLE V1ATER IRRIGATION SYSTEMS. (2) ACME THREAD QUICK COUPLING KEYS AND MATCHING SV11VELS FOR RECYCLED V1ATER IRRIGATION SYSTEMS. (2) SETS OF TOOLS REQUIRED FOR SERVICING AND/OR ADJUSTING EACH SPRINKLER AND VALVE TYPE. 1.4.4.2. THE CONTRACTOR SHALL PROVIDE TV10 SETS OF KEYS FOR EACH CONTROLLER ENCLOSURE. I.4.4.:l. THE CONTRACTOR SHALL PROVIDE TV10 SETS OF SERVICE MANUALS FOR ALL IRRl6ATION EQUIPMENT INSTALLED. 1.4.4.4. BACKFLOI"< PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND THE RESULTS MUST BE 6IVEN TO THE OV1NER AND V1ATER DISTRICT. 1.4.5. 6UARANTEES, 1.4.5.1. CONTRACTOR SHALL FURNISH A V1RITTEN 6UARANTEE IN ACCORDANCE V11TH THE 6ENERAL CONDITIONS, FOR A PERIOD OF ONE (I) YEAR FROM THE DATE OF FINAL ACCEPTANCE AND CON- CLUSION OF THE MAINTENANCE PERIOD. 6UARANTEE SHALL COVER THE COMPLETE IRRl6ATION SYSTEM, INCLUDIN6 SETTLIN6 OF THE BACKFILL IN TRENCHES AND REPAIRS AND/OR REPLACEMENT OF ANY MATERIAL DAMA6ED THEREBY ORTHEREFROM. 1.4.5.2. MANUFACTURER'S V1ARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF HIS LIABILITY UNDER THE 6UARANTEE. SUCH V1ARRANTY SHALL ONLY SUPPLEMENT THE GUARANTEE. PART 4 -PRODUCTS 4.1. IRRl6ATION PIPE AND FITTIN6S, 4.1.1. COPPER PIPE AND FITTIN6S, 4.1.1.1. PIPE BETV1EEN THE METER AND THE BACKFLOI"< PREVENTION DEVICE SHALL BE HARD COPPER, TYPE "K". 4.1.1.2. FOR COPPER TUBIN6, ANSI B 16.22 V1ROU6HT COPPER OR CAST BRASS, RECESSED SOLDER JOINT TYPE FITTIN6S. 4.1.2. BRASS PIPE AND FITTIN6S, 4.1.2.1. BRASS PIPE, BRASS PIPE SHALL BE IPS STANDARD V1EIGHT 125 POUNDS, % RED BRASS. 4.1.2.2. BRASS PIPE FITTIN6S AND CONNECTIONS, STANDARD 125 POUND CLASS 85 % RED BRASS FITTIN6S AND CONNECTIONS. 4.I.B. POLYVINYL CHLORIDE (PVC) AND FITTIN6S, 4.I.B.I. ALL ON-SITE RECYCLED V1ATER IRRl6ATION PIPIN6, AND ON-SITE POTABLE V1ATER PIPIN6 INSTALLED UNDER THIS DESl6N SHALL BE IDENTIFIED IN ACCORDANCE l"<ITH THE DISTRICT'S STANDARD SPECIFICATIONS. 4.1.B.2. ALL ONcSITE RECYCLED V1ATER. PIPING SHALL _BE PURPLE COLORED PVC, CONTINUOUSLY STENCILED ON OPPOSITE SIDES OF THE PIPE l"<ITH THE .-0RDS 'CAUTION RECYCLED l"<ATER'. PACIFIC PLASTIC CYCLE SLOV1 RECYCLED V1ATER PIPE OR EQUAL. 4.I.B.:l. PRESSURE SUPPLY-LINES, FOR PIPIN6 UPSTREAM OF REMOTE CONTROL VALVES AND QUICK COUPLERS. ALL TV10 (2) INCH AND LAR6ER SIZED PIPE SHALL BE CLASS Bl5POLYVINYL CHLORIDE (PVC). ALL 1-1/2 INCH AND SMALLER SIZED PIPE SHALL BE TYPE I, 6RADE 2, DESl6NATED AS PVC 1220, SCHEDULE 40. 4.1.:l.4. FOR IRRl6ATED AREAS l"<ITHIN A HOME OV1NER'S ASSOCIATION MAINTAINED AREA, ALI.. NON-PRESSURE PIPIN6 DOl"<NSTREAM OF REMOTE CONTROL VALVES, TYPE I, 6RADE 2 /IMPACT MODIFIED), AS DESl6NATED AS PVC 1220, CL.ASS 200, (SDR 21), CONFORMIN6 TO COMMERCIAL STANDARDS CS 256-6:l. 1/2"' PURPLE PIPE IS NOT PERMITTED. (FOR RECYCLED V1ATER) 4.1.B.5. IDENTIFICATION, FURNISH PLASTIC PIPE CONTINUOUS!.. Y AND PERMANENTLY MARKED V1ITH FOLLOl"<IN6 INFQRMATION, MANUFACTURER'S NAME ORTRADE MARK, SIZE,.CLASS AND TYPE OF PIPE, V10RKIN6 PRESSURE AT 13.4 DE6REES F., AND NATIONAi.. SANITATION FOUNDATION /NSF) RATIN6. 4.1.3.6. SLEEVES SERVICING V1ATER LINES AND ELECTRICAL CONDUIT SHALL BE . SCHEDULE 80 PVC. 4.1.3.1. POLYVINYL CHLORIDE PIPE FITTIN6S AND CONNECTIONS, TYPE II, 6RADE I, SCHEDULE 40, Hl6H IMPACT MOLDED FITTIN6S, MANUFACTU_RED FROM VIR6IN COMPOUNDS AS SPECIFI_ED FOR PIPIN6 TAPERED SOCKET OR MOLDED THREAD TYPE, SUITABLE FOR EITHER SOLVE.NT V1ELD OR SCREV1ED CONNECTIONS. MACHINE THREADED FITTIN6S AND PLASTIC SADDLE AND FLAN6E FITTINGS ARE NOT ACCEPTABLE. FURNISH FITTIN6S PERMANENTLY MARKED l"<ITH FOLLOl"<IN6 INFORMATION, NOMINAL PIPE SIZE, TYPE AND SCHEDULE OF MATERIAL, AND NATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVAL. PVC FITTIN6 SHALL CONFORM TO ASTM D2464 AND 02466. 4.1.3.8. SOLVENT CEMENTS SHALL COMPLY l"<ITH ASTM 02564. SOCKET JOINTS SHALL BE MADE PER RECOMMENDED PROCEDURES FOR JOININ6 PVC PLASTIC PIPE AND FITTIN6S l"<ITH PVC SOLVENT CEMENT BY THE PIPE AND FITTIN6 MANUFACTURER AND PROCEDURES OUTLINED IN THE APPENDIX OF ASTM 02564. 4.1.3.'!. THREAD LUBRICANT SHALL BE TEFLON RIBBON-TYPE, OR APPROVED EQUAL, SUITABLE FOR THREADED INSTALLATIONS AS PER. MANUFACTURER'S RECOMMENDATIONS. 4.1.3.10. NO CLOSE NIPPLES SHALL BE USED. 4.2. VALVES, 4.2.1. MASTER CONTROL VALVES, 4.2.1.1. MASTER CONTROL VALVES SHALL BE AS SPECIFIED IN DRAV1IN6S. 4.2.1.2. MASTER CONTROL.VALVES SHALL NORMALLY CLOSED VALVES AND OPERABLE MANUALLY V1ITHOUT ELECTRICITY. 4.2.2. REMOTE CONTROL VALVES, 4.2.2.1. REMOTE CONTROL VALVES SHALL BE AS SPECIFIED IN DRAV11N6S. 4.2.2.2. VALVES SHALL BE OPERABLE MANUALLY V11THOUTELECTRICITY. THE VALVE SHALL HAVE A PRESSURE RE6ULATIN6 MODULE CAPABLE OF RE6ULATIN6 OUTLET PRESSURE BETV1EEN 15 AND 100 P.S.I. (+ 5 P.S.I). MODULE SHALL HAVE AN ADJUSTIN6 SCREI"< FOR SETTIN6 PRESSURE AND A SCHRADER VALVE CONNECTION FOR MONITORIN6 PRESSURE. PRESSURE RE6U- LATOR SHALL BE ADJUSTED AT EACH VALVE FOR PROPER DOV1NSTREAM PRESSURE REQUIRED. 4.2.3. QUICK COUPLIN6 VALVES, 4.2.3.1. QUICK CO_UPLIN6 VALVES .SHALL BE I" SIZE, BRASS AND AS SPECIFIED ON THE DRAl"<IN6S. 4.2.3.2. QUICK COUPLIN6 VALVES SERVICIN6 POTABLE l"<ATER IRRl6ATION SYSTEMS SHALL HAVE A STANDARD KEY AND BODY V11TH LOCKIN6 YELLOV1 RUBBER COVER. 4.2.3.3. QUICK COUPLIN6 VALVES SERVICIN6 RECYCLED V1ATER IRRl6ATION SYSTEMS SHALL HAVE AN ACME THREADED KEY AND BODY V1ITH LOCKIN6 PURPLE RUBBER COVER. COVER SHALL BE MARKED "DO NOT DRINK" IN SPANISH AND EN6LISH. 4.2.3.4. QUICK COUPLIN6 KEY SHALL BE OF BRASS/BRONZE V1ITH A HOSE BIB ASSEMBLY. SUPPLY TV1O (2) HOSE BIB ASSEMBLIES FOR EACH TYPE OF QUICK COUPLIN6 VALVE USED. 4.2.4. BALL VALVES, 4.2.4.1. BALL VALVES SHALL BE AS SPECIFIED IN DRAl"<IN6S. 4.2.5. CHECK VALVES, 4.2.5.1. CHECK VALVES AND/OR ANTI-DRAIN VALVES SHALL BE REQUIRED TO PREVENT LOY'< HEAD DRAINA6E OF JRRl6ATION ll'!ATER FROM SPRINKLER SYSTEM DUE TO CHAN6ES IN ELEVATION 4.2.5.2. CHECK VALVES SHALL BE HUNTER HGV-SERIES. 4.3. VALVE AND PULL BOXES, 4.3.1. REMOTE CONTROL VALVE BOXES FOR POTABLE V1ATER IRRl6ATION SYSTEMS SHALL BE 10" X 1'1' NOM. PLASTIC VALVE BOXES, MANUFACTURED BY AMETEK, PART #110106, OR EQUAL 4.3.2. REMOTE CONTROL VALVE BOXES FOR RECYCLED V1ATER IRRl6ATION SYSTEMS SHALL BE 10" X I'!" NOM.PLASTICVALVE. BOXES, MANUFACTURED BY AMETEK, PART #110131, OR EQUAL 4.3.B. BALL VALVE BOXES FOR POTABLE V1ATER IRRl6ATION SYSTEMS SHALL BE PLASTIC VALVE BOXES, MANUFACTURED BY AMETEK, PART #181104, OR EQUAL. 4.3.4. BALL VALVE BOXES FOR RECYCLED V1ATER IRRl6ATION SYSTEMS SHALL BE PURPLE PLASTIC VALVE BOXES, MANUFACTURED BY AMETEK, PART #181113, OR EQUAL. 4.3.5. PULL BOXES FOR POTABLE V1ATER IRRl6ATION SYSTEMS SHALL BE PURPLE PLASTIC VALVE BOXES, MANUFACTURED BY AMETEK, PART #181104, OR EQUAL. 4.3.6. PULL BOXES FOR RECYCLED V1ATER IRRl6ATION SYSTEMS SHALL BE PLASTIC VALVE BOXES, MANUFACTURED BY AMETEK, PART #181113, OR EQUAL 4.4. SPRINKLERS, 4.4.1. SPRINKLER HEADS SHALL BE OF THE TYPES AND SIZES V1ITH DIA_METER /OR RADIUS) OF THROV1, PRESSURE, NOZZLE DISCHAR6E AND/OR OTHER DESl6NATIONS INDICATED ON THE DRAV1IN6S. 4.4.2. ALL SPRINKLER HEADS OF THE SAME TYPE AND SIZE SHALL BE OF THE SAME MANU- FACTURER. HEADS SHALL BE EQUIPPED l"<ITH ALL OPTIONS AND EQUIPMENT PER THE IRRl6ATION LEGEND. . 4.4.3. ALL SPRINKLER HEADS SHALL BE EQUIPPED l"<ITH A MANUFACTURER INSTALLED INTERNAL CHECK VALVE, V!HEN AVAILABLE. ·· 4.4.4. ALL SPRINKLER HEADS USED ON RECYCLED V!ATER SYSTEMS SHALL BE EQUIPPED V!ITH MANUFACTURER'S PURPLE COVERS. 4.5. DRIP IRRl6ATION EMITTERS 4.5.1. THE EMITTER SHALL HAVE A 1/2 INCH FEMALE NATIONAL PIPE THREAD /FNPT) INLET FOR CONNECTIN6 TO THE PIPING SYSTEM. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS , 2 3 ~~v~0%~ '-v:Y<(%%%~v< //,,~~)'.'.- 11 J c<.~'\~"'-0(-0:_~~"-0~~~~~~ ~~'-);i:i,,"-'<,0.< ~~«,/ 5 (i) VALVE BOX Y<IITH COVER 1:2" SIZE ® REMOTE CONTROL VAL VE 0\ MESH SCREEN \:!_) FILTER IAIITH C.AP 8) FINISH GRADE TOP ® S/4" ADJUSTABLE PRESSURE @.. ® SY<IIVEL FITTING (j) PVC SGH 40 MALE ADAPTER ® PVC LATERAL LINE I BLOCKED TRUE UNION BALL VALVE _ VALVE BOX -SEE IRRIGATION NOTES FINISH GRADE . 'SLIP END CONNECTORS SUPPLIED Y<IITH VALVE PVC MAINLINE-SEE IRRIG. NOTES FOR PIPE DEPTH PEA GRAVEL, 4" DEPTH 4" Y<IIDE BRICK SUPPORT, ONE PLACED AT EACH CORNER NOTic, VALVE SHALL HAVE A MIN. OF 4" CLEARANCE FROM THE BOTTOM OF THE VALVE BOX LID, AND :2" MIN. CLEARANCE FROM THE BOTTOM OF VALVE AND TOP OF GRAVEL SUMP. ··1><1 ·" " • " . , " . , d " d ~ • , ~ d " , <I . " ,. . " I . 1 <}---;--cc . " " 9 ® BRICK SUPPORT AT EACH CORNER @ PEA 6RAVEI.. SUMP MINIMUMS" @ Sy,jlVEL FITTING l,o\ PVC SCH 40 ~O DEGREE '-'..9ELL @scH 40 TEE E. BALL VALVE N.T.5. F. DRIP LINE VALVE KIT 4 5 CD PVC EXH,AJJS,T HEADER FP @PVC SCH '40 TEE OR EL ('rl'PIC-Al.) 0 BAR6 X MALE FITTIN6, RAIN BIRD ><FF-MA FITTIN6 trrPIC-AW 0 FLUSH f'OINT (TY'p[CAI.) see AAIN BIRD DETAIL "XFC FLJJ&H POINT" ® PERIMET'ER or AREA © PERIMETER DRIPLINE PIPE TO 6E INSTAI..J..ED 2"-4" FROM PERIMeTER OF AREA 0 ON--sl!FtFAc-E DRIPLINE, 7 DRIP MANIFOLD =-U'<.IAL DEPT..+ AAIN 61RD .xF 51::RIES DRIPLINE (T'(piC:.AU POTABLE, XFCN ORIPLINE @Pl/c SUPPL 'I" HEADER lli><LI t ' ® PVC DRIP MANIFOLD FROM RAIN BIRD CONTIWL ZONE VP\LVE KIT (SIZED TO MEET LATeRAL 19.0~ DEMAND) @) PVC SCH 40 RISER f'IPE 8 XFCV Dripline Maximum Lateral Lengths (Feet) 12" Spacing 18" Spacing Inlet Pressurn psi Nominal Flow (gph) Nominal Flaw (gph) NOTES, I. ~TH or LONGEST ORIPLINE LAiERAL SHOULD NOT EXCEED THE MAXIMJl-1 SPA.C-IN.s SHOY,N IN THE AC.COMPAN"l'I~ TASl..E. , 2. HHEN U51NrS 11MM INSERT FIT11N55 Y'llTH Df511SN ~ OYER !50 PSI, IT 15 ·RECOMMeNDEO THAT.STAINLESS STEEL CLAMPS 6E INST...u.ED ON EACH FITTING. G. ON SURFACE DRIPLINE 0.6 " "' w '" "' 360 60 397 60 436 0.9 0.6 0.9 136 ,54 215 '°' 402 m '" 498 416 281 573 m "' "' '" N.T.5. 4.5.2. THE EMITTER SHAU BE A PRESSURE COMPENSATIN6 TYPE CAPABLE OF HAVIN6 A DISCHAR6E RATE FROM .5 TO 6 6ALLONS PER HOUR, V!ITH ONLY ONE OUTLET OPEN INITIALLY AND THE PROVISION .FOR ADDIN6 ADDITIONAL OUTLETS. 4.5.:l. THE EMITTER SHALL OPERATE l"<ITHIN A PRESSURE RAN6E OF S -60 P.S.I. . ; 4.5.4. THE EMITTER BODY SHALL BE CONSTRUCTED OF DURABLE HEAT-RESISTANT ACETYL PLASTIC /UV RESISTANT). THE FLOl'l RE6ULATIN6 DIAPHRA6M SHALL BE OF SILICONE RUBBER. 4.5.5. THE EMITTER SHALL BE CAPABLE OF OPERATIN6 V!ITH 140 MESH FILTRATION. 4.5.6. PRODUCTS, THE EMITTER SHALL ElE MANUFACTURED BY OLSON OR APPROVED EQUIVALENT. 4.6. BACKFLOl'l PREVENTION DEVICES, 4.6.1. REDUCED PRESSURE PRINCIPLE BACKFLOl'l PREVENTERS SHALL BE BRASS, BRONZE, OR EPOXY COATED CAST-IRON BODIES V!ITH ALL BRONZE OR STAINLESS STEEL TRIM AND ALL MOVIN6 PARTS OF NON-CORROSIVE MATERIALS AND SHALL COMPLETELY AND POSITIVELY PREVENT BACK-SIPHONINe:, OF V1ATER. THE BACKFLOl'l PREVENTER ASSEMBLY SHAFT INCLUDES INLET AND DISCHAR6E SHUTOFF BALL VALVES i"IITH ALL RISERS, CONNECTORS, AND APPURTENANCES OF CLASS I RED BRASS PIPE, CONFORMIN6 TO ~-P-3SI, AND RED BRASS FITTIN6S V1ITH PRESSURE RATIN6 I CONFORMIN6 TO Vll'l-P-460. BACKFLOl'l PREVENTERS SHALL BE OF THE TYPE AND SIZE DESl6NATED ON THE DRAV!IN6S. 4.6.2. ATMOSPHERIC AND ANTI-SIPHON BACKFLOl'l PREVENTERS SHALL BE BRASS l"<ITH NON- CORROSIVE PARTS AND SHALL COMPLETE!.. Y AND POSITIVE!.. Y PREVENT BAGK-SIPHONINe:, OF V1ATER. ANTI-SIPHON VALVES SHALL BE CONVERTIBLE TO AUTOMATIC CONTROL. BACKFLOI"< PREVENTERS SHALL BE TYPE AND SIZE AS DESl6NATED ON THE DRAV!IN6S. 4.1. PRESSURE RE6ULATION DEVICES, 4.1.1. PRESSURE RE6ULATION DEVICE SHALL BE AS SPECIFIED IN DRAl"<IN6S. 4.8. CONCRETE THRUST BLOCK AND SUPPORTS, 4.8.1. ALL CONCRETE V!ORK SHALL BE 2,000 PSI MINIMUM COMPRESSIVE STREN6TH AT Tl"<ENTY- El6HT (28) DAYS, S SACK MIX, TOOL FINISHED ON EXPOSED SURFACES. 4.'1. AUTOMATIC CONTROL SYSTEM, 4.'1.1. CONTRACTOR SHALL FURNISH LOY'< VOLTA6E SYSTEM MANUFACTURED EXPRESSLY FOR CONTROL OF AUTOMATIC CIRCUIT VALVES OF UNDER6ROUND IRRl6ATION SYSTEMS. PROVIDE UNIT OF CAPACITY TO SUIT NUMBER OF CIRCUITS AS INDICATED. 4.'1.2. AUTOMATIC CONTROLLER SHALL BE FURNIS ELECTRICAL CONNECTIONS, READY FOR OPERAT HED AND INSTALLED COMPLETE V!ITH ALL ION, AND V!ITH OPTIONS SPECIFIED HEREIN. SPECIFIED IN DRAl"IIN6S. LT, 60 CYCLE, BE COMPLETELY AUTOMATIC 4.'!.2.1. AUTOMATIC CONTROLLER SHALL BE AS 4.'!.2.2. UNIT SHALL HAVE AN INPUT OF 110/120 VO AND SHALL FUNCTION OPTIONAL!.. Y l"<ITH OR V!ITH SECONDARY OUTPUT OF 24/28 VOLT, 60 CYCLE CONTINUED ON SHEET L-4 ADL PLANNING ~-- ASSOCIATES __ _ LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET SUITE "C" C A R L S 8 A D, C A. 9 2 0 0 8 060)729aB6l7 FAX:060)729-8324 DAlE: 12-16-14 1-14-15 JOB NO.: 21414 SCALE: DRAWN BY: OUT THE CLOCK. UNIT SHALL HAVE A . . ,• . . DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION - . N.T.5. ;"¾-------EXISTING-BUILDINcS, OR PERIMETER )"{ALL 11-----AIJTOMATIC CONTROLLER (MOIJNTIN6 PER MANUFACTURER'S SPECIFICATIONS) 4:2" ~-----PVC SCH. 40 CHASE NOTES, -PAINT CONTROLLER, METAL STR.A.P5, AND SCH. 40 CHASE ABOVE 6RADEJ TO MATc.H ADJAc.ENT i'l!ALL COLOR -MOUNST RAIN SENSOR ON ANY SURA.CE WHERE IT Y-!ILL 6E EXPOSED TO UN065TRl,IC,TE:D AAIN PALL EUT, NOT IN THE PATH OP SPRINKLER SPRAT H. EXTERIOR J/'IALL HOUNT CONTROLLER/RAIN SENSOR 1 G) vAi.VE eox ® ~ RE6ULATOR @FINl5H6RADE 0 TO POINT CONNECTION @ PVC MAI_NLINE 0 PE,A,, ~VEL (2' DEPTI-0 I. PRESSURE REGULA TOR G) BRICK Sl./PPORT (4" MIN) ONE AT EAc.H OTHER @ PvC-LINION @) NATIVE SJ6($,AA0E @ PVC NIPPLE ® MP\LE APAPTER AAINSEN50 LEAD JflllRES TO CONTROLLER N.T.5. N.T.5. • • "AS-BUILT " '• ~· Call: TOLL FREE 1-800 (((~ 422-4133 EXP. DATE . REVIEWED BY: TWO WORKING DAYS BEFORE YOU DIG INSPECTOR DATE I S~ET I CITY OF CARLSBAD I SH~ETS I PLANNING DIVISION i IRRIGATION SPECS AND DETAILS ' I I HIGHLAND JAMES SUBDIVISION I I CARLSBAD, CA 92008 . - APPROVED {~_;')( ~ ~L.dTf' I V-I -i · I&; PLANNING DATE ! OWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL 'CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: CT 08-06 483-6L ' rn I _J ,- SPECIFICATIONS CONTINUED: 4.'l.2.3. ANY STATION MAY BE REPEATED INDEPENDENTLY IN ANY 24 HOURS. 4.'l.2.4. STATIONS SHALL BE ADJUSTABLE TO I MINUTE TO 5q MINUTES. 4.'i.2.5. MECHANISM SHALL BE HOUSED IN A STURDY, VANDAL-PROOF ENCLOSURE, MANUFACTURED OF 14 GAUGE STEEL, OR CASE ALUMINUM; FURNISHED FOR MAXIMUM PROTECTION, AS CALLED FOR ON THE DRAf'IINGS /SIZE AS REQUIRED) 4.10. AUTOMATIC CONTROL f'IIRE, 4.10.1. DIRECT BURIAL COPPER f'IIRE Af'IG-U.F. 600 VOLT, SINGLE CONDUCTOR SOLID COPPER, PLASTIC INSULATED CABLE, RATED FOR DIRECT BURIAL APPLICATION. 4.10.2. USE U.L. APPROVED, MINIMUM 14 GAUGE FOR PILOT AND SPARE f'IIRES FOR f'IIRE RUNS IN LESS THAN 1,200 LINEAL FEET. 4.10.3. USE U.L. APPROVED, MINIMUM 12 GAUGE FOR PILOT AND SPARE f'IIRES FOR f'IIRE RUNS IN EXCESS OF 1,200 LINEAL FEET. 4.10.4. USE U.L. APPROVED, MINIMUM 12 GAUGE FOR COMMON f'IIRES. 4.10.5. PILOT f'IIRES SHALL NOT BE f'IHITE OR RED AND MUST BE UNIQUE IN COLOR FROM ANY OTHER PILOT f'IIRE ON THE SAME CONTROL SYSTEM. 4.10.6. COMMON f'IIRES SHALL BE COLORED f'IHITE. 4.10.1. SPARE f'IIRES SHALL BE COLORED RED. 4.11. PLOf'I SENSING DEVICE, 4.11.1. FLOf'I SENSING DEVICE SHALL BE AS SPECIFIED IN DRAf'IINGS. 4.12. RAIN SENSING DEVICE, 4.12.I. RAIN SENSING DEVICE SHALL BE AS SPECIFIED IN DRAf'IINGS. 4.13. SOIL MOISTURE SENSING DEVICE, 4.13.1. SOIL MOISTURE SENSING DEVICE SHALL BE AS SPECIFIED IN DRAf'IINGS. 4.13.2. THE DEVICE SHALL BE SOLID STATE AND INSTALLED PER MANUFACTURERS SPECS. 4.13.3. THE DEVICES SHALL BE LOCATED PER THE DRAf'IINGS AND SUBJECT TO FIELD APPROVAL BY THE LANDSCAPE ARCHITECT. 4.14. IDENTIFICATION TAPE, 4.14.1. MARKER TAPE FOR SLEEVES SHALL BE METALLIC, BASED S" f'IIDE LOCATING TAPE MARKED "IRRIGATION" IN Tf'IO INCH PURPLE LETTERS AT THREE FEET ON CENTER. 4.14.2. MARKER TAPE FOR DIRECT BURIAL f'IIRES SHALL BE S" WIDE RED COLORED "ALLEN ALLEN TAPE" OR EQUAL. 4.15. RECYCLED f'IATER TAG, 4.15.1. RECYCLED f'IATER IDENTIFICATIONS TAGS SHALL BE f'IEATHERPROOF PLASTIC, B" X 4", PURPLE IN COLOR f'IITH THE f'IORDS IN BLACK READING, "CAUTION ° RECYCLED f'IATER -DO NOT DRINK", IMPRINTED ON ONE SIDE AND "PELIGRO -AGUA IMPURA -NO BERBER", PRINTED ON ON THE OTHER SIDE. 4.15.2. RECYCLED f'IATER IDENTIFICATIONS TAGS SHALL BE MANUFACTURED BY T. CHRISTY ENTERPRISES, (114) 111-4142, OR EQUAL. PART 5 -EXECUTION 5.1. SYSTEM DESIGN, 5.1.1. ALL SCALED DIMENSIONS ARE APPROXIMATE. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS ON THE SITE PRIOR TO PROCEEDING f'IITH f'IORK UNDER THIS CONTRACT. 5.1.2. THE CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING UTILITIES SUCH AS POf'IER, TELEPHONE DOMESTIC f'IATER f'IATER AND TILE DRAINS. EXTREME CARE SHALL BE TAKEN BY THE CONTRACTOR f'IHEN EXCAYATING'OR f'IORKING IN THESE AREAS AND COORDINATION AND COOPERATION BETf'IEEN THE Of'INER'S REPRESENTATIVE AND THE CONTRACTOR IS REQUIRED AS THE f'IORK PROGRESSES TO THE AREA. CONTRACTOR SHALL GIVE 24 HOURS NOTICE TO REPRESENTATIVE AS f'IORK PROGRESSES TO UNDERGROUND UTILITY AREAS. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY UTILITIES. 5.1.3. SHOULD UTILITIES NOT LOCATED OR HARKED BE FOUND DURING EXCAVATION, THE CONTRACTOR SHALL PROHPTL Y NOTIFY THE Of'INER AND SHALL DISCONTINUE WITH f'IORK IN THE t~~utf1'6WsT /~~~~\6'YA~6cEb'~~fBR TifyifrlEA~Rlkfs~~~s°ifNtA'fi~uNTIL 5.1.4. FAILURE TO NOTIFY THE Of'INER OP DISCOVERY OF SUCH UTILITIES OR DAMAGE THERETO WILL RESULT IN THE CONTRACTOR BEING LIABLE FOR ANY AND ALL DAMAGE CAUSED TO THE UTILITIES AS A RESULT Of HIS ACTIONS. 5.1.5. THE CONTRACTOR SHALL, BEFORE STARTING f'IORK ON THE SPRINKLER SYSTEM, CAREFULLY ALL FINISH GRADES IN ORDER TO SATISFY HIHSELF THAT HE HAY PROCEED f'IITH THE f'IORK, AND TO RESTORE FINISH GRADES TO ORIGINAL CONTOURS BEFORE COMPLETION. 5.lh. INSTALLATION OF ALL SPRINKLER MATERIALS, INCLUDING PIPE, SHALL BE COORDINATED f'I/ THE LANDSCAPE DRAf'IINGS TO AVOID INTERFERING f'I/THE TREES, SHRUBS, OR OTHER PLANTING. 5.1.1. LAY OUT SPRINKLERHEADS AND HAKE ANY MINOR ADJUSTMENTS REQUIRED DUE TO DIFFERENCE BETf'IEEN SITE AND DRAf'IINGS. ANY SUCH DEVIATIONS IN LAYOUT SHALL BE f'IITHIN THE INTENT OF THE ORIGINAL DRAf'IINGS, AND f'IITHOUT ADDITIONAL COST TO THE Of'INER, THE LAYOUT SHALL BE APPROVED BEFORE INSTALLATION. PART 5 -EXECUTION VALVE ElOX Y'IITH COVER 5.1. SYSTEH DESIGN, 5.1.1. ALL SCALED DIMENSIONS ARE APPROXIMATE. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIHENSIONS ON THE SITE PRIOR TO PROCEEDINe f'IITH f'IORK UNDER THIS CONTRACT. 5.1.2. THE CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING UTILITIES SUCH AS POf'IER, TELEPHONE, DOHESTIC f'IATER1 \'lATER, AND TILE DRAINS. EXTREHE CARE SHALL BE TAKEN BY THE CONTRACTOR WHEN EXCAvATING OR f'IORKING IN THESE AREAS AND COORDINATION AND COOPERATION BETf'IEEN THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR IS REQUIRED AS THE WORK PROGRESSES TO THE AREA. CONTRACTOR SHALL GIVE 24 HOURS NOTICE TO REPRESENTATIVE AS f'IORK PROGRESSES TO UNDERGROUND UTILITY AREAS. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY UTILITIES. 5.1.3. SHOULD UTILITIES NOT LOCATED OR MARKED BE FOUND DURING EXCAVATION, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE Of'INER AND SHALL DISCONTINUE f'IITH f'IORK IN THE tf~ef1'6WsT /~f ~~~\JYR~'2't~fu~f&R TifyRfJ'tb~RJ'RfsR~;~fifNtA'fi7E~NTIL 5.1.4. FAILURE TO NOTIFY THE Or'INER OF DISCOVERY OF SUCH UTILITIES OR DAMAGE THERETO f'IILL RESULT IN THE CONTRACTOR BEINe LIABLE FOR ANY AND ALL DAMAGE CAUSED TO THE UTILITIES AS A RESULT Of HIS ACTIONS. 5.1.5. THE CONTRACTOR SHALL, BEFORE STARTING f'IORK ON THE SPRINKLER SYSTEM, CAREFULLY ALL FINISH eRADES IN ORDER TO SATISFY HIMSELF THAT HE MAY PROCEED WITH THE f'IORK, AND TO RESTORE FINISH GRADES TO ORIGINAL CONTOURS BEFORE COMPLETION. 5.lh. INSTALLATION OF ALL SPRINKLER HATERIALS, INCLUDING PIPE, SHALL BE COORDINATED f'I/ THE LANDSCAPE DRAf'IINGS TO AVOID INTERFERING f'I/THE TREES, SHRUBS, OR OTHER PLANTING. 5.1.1. LAY OUT SPRINKLER HEADS AND MAKE ANY HINOR ADJUSTMENTS REQUIRED DUE TO DIFFERENCE BETf'IEEN SITE AND DRAf'IINGS. ANY SUCH DEVIATIONS IN LAYOUT SHALL BE WITHIN THE INTENT OF THE ORIGINAL DRAf'IINGS, AND f'IITHOUT ADDITIONAL COST TO THE Of'INER, THE LAYOUT SHALL BE APPROVED BEFORE INSTALLATION. 5.1.8. DO NOT f'IILLFULL Y INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE DRAWING f'IHEN IT IS OBVIOUS IN THE FIELD THAT PREVIOUSLY UNKNOV'IN-OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. 5.1.'i. f'IATER SUPPLY, THE CONTRACTOR SHALL CONNECT TO THE f'IATER SOURCE AS INDICATED ON THE DRAWINGS THE CONTRACTOR SHALL VERIFY STATIC PRESSURE AS STATED ON THE PLANS PRIOR TO BEGINNING f'IORK. IF STATIC PRESSURE OR POINT OF CONNECTION DIFFER FROH THAT SHOf'IN ON THE PLANS, THE CONTRACTOR WILL PROMPTLY NOTIFY LAND5CAPE ARCHITECT BEFORE STARTING f'IORK. 5.1.10. f'IORKHANSHIP AND PROCEDURE, THE ROUTING OF THE PRESSURE SUPPLY LINES AS INDICATED ON THE DRAV'IINGS IS DIAGRAMMATIC. LOCATE ALL PRESSURE SUPPLY LINES IN PLANTING AREAS. CROSS PERPENDICULAR UNDER PAVEMENT IN A SLEEVE AS DE5CRIBED IN THESE SPECIFICATIONS. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS PART 6 -INSTALLATION, . 6.1. GENERAL, ; ,' ._. ·, . ·· .. ·--·_ -'' ,.' 6.1.1. PLANS ARE DIAGRAMMATIC. ALL PIPING, VALVE BOXES, AND ASSOCIATED EQUIPMENT SHALL BE LOC,ATED IN LANDSCAPE AREAS. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARD5CAPE, GROUP VAL VE BOXES TOGETHER AND LOCATE IN SHRUB AREAS, V'IHENEVER POSSIBLE. 6.1.2. UNLESS OTHERV'IISE INDICATED, COMPLY V'IITH REQUIREMENTS Of UNIFORM PLUMBING CODE. 6.1.3. PLANTMATERIAL 24" BOX SIZE AND LARGER SHALL BE PLANTED PRIOR TO THE INSTALLATION OF IRRIGATION PIPING. 6:1.4. VERIFY V'IATER PRESSURE AT EACH POINT OF CONNECTION PRIOR TO INITIATING V'IORK. NOTIFY THE OV'INER'S AUTHORIZED REPRESENTATIVE IF PRESSURE IS LESS THEN INDICATING ON DRAV'IINGS. CONTRACTOR IS RESPONSIBLE FOR ALL FIELD REVISIONS IF OV'INER'S AUTHORIZED REPRESENTATIVE IS NOT INFORMED _OF .DISCREPANCIES. 6.1.5. CONNECTION TO MAIN, CONNECT TO EXISTING SERVICE LINE AT LOCATION INDICATED, 6.2. EXCAVATION OF TRENCHES, 6.2.1. EXCAVATE TRENCHES, PREPARE SUBGRADE, AND .BACKFILL TO LINE AND GRADE .WITH SUFFICIENT ROOM FOR PIPE FITTINGS, TESTING AND. INSPECTING OPERATIONS .. DO NOT BACKFILL UNTIL THE PIPE SYSTEM HAS BEEN SUBJECT TO A HYDROSTATIC TEST AS SPECIFIED. 6.2.2. TRENCH DEPTH SHALL BE AS FOLLOWS, 6.2.2.I. RECYCLED PRESSURE SUPPLY LINE (2-1/2" I.D. P-IPE AND SMALLER) 18" MIN. COVER. 6.2.2.2. RECYCLED PRESSURE SUPPLY LINE (B" I.D. PIPE AND LARGER) 24" MIN. COVER. 6.2.2.3. RECYCLED NON-PRESSURE LINE (2-1/2" I.D: PIPE AND SMALLER) 12" MIN. COVER. 6.2.2.4. RECYCLED NON-PRESSURE LINE_ (S" I.D. PIPE AND LARGER) 18" MIN. COVER. 6.2.2.5. RECYCLED PRESSURE SUPPLY LINE IN SLEEVE SO" MIN. COVER. 6.2.2.6. RECYCLED NON-PRESSURE LINE IN SLEEVE BO" MIN. COVER. 6.2.2.1. ELECTRICAL AND COMHUNICATION CABLE IN SLEEVE SO" MIN. 6.2.2.8. DISTRIBUTION DRIP TUBING 4" HIN. COVER. 6.2.3. SUBSOIL SHALL BE FREE OF ALL ROCKS OVER ONE (I) INCH DIAMETER, DEBRIS, AND LITTER PRIOR TO USE AS BACKFILL. 6.2.4. REPAIR ANY LEAKS AND REPLACE ALL DEFECTIVE PIPE OR FITTINGS UNTIL LINES MEET TEST REQUIREMENTS. DO NOT COVER ANY .LINES UNTIL THEY HAVE BEEN CHECKED AND APPROVED FOR TIGHTNESS, QUALITY Of f'IORKMANSHIP AND MATERIALS. . ' . ' -'. . ' -, ' ' . 6.2.5. BACKFILL TRENCHES, AFTER APPROVAL OF PIPING,V'IITH SUITABLE AND APPROVED MATERIAL, TAHP SOIL AROUND PIPE AND THOROUGHLY COHPACT ALL TRENCH FILLS UNTIL '10 % COHPACTION HAS BEEN ACHIEVED, 6.2.6. BACKFILL MATERIAL SHALL BE AN APPROVED SOIL, FREE FROM ROCKS AND CLODS. PROVIDE BACKFILL UNDER, AROUND AND ABOVE TOP OF PIPE FOR PVC. PLASTIC, PIPE AND BRASS PIPING. . . . . . . . ,· 6.5. INSTALLATION OF POLYVINYL CHLORIDE PIPE, 6.5.1. BECAUSE OF THE FRAGILE NATURE OF PLASTIC, PIPE AND FITTINGS, EXERCISE CAUTION IN HANDLING, LOADING AND STORING, TO AVOID_ DAHAGE. 6.3.2. THE PIPE AND FITTINGS SHALL BE STORED UNDER COVER UNTIL USED AND SHALL BE TRANSPORTED IN A VEHICLE .V'IITH A._BED LONG ENOUGH TO ALLOV'I THE LENGTH OF PIPE TO LAY FLAT SO AS NOT BE SUBJECTED TO UND.UE BENDING OR CONCENTRATED EXTERNAL LOAD AT ANY POINT. 6.3.3. ANY PIPE THAT HAS BEEN DENTED OR DAMAGED SHALL BE DISCARDED UNLESS SUCH DENT ORDAMAGED SECTION IS CUT OUT AND PIPE REJOINED V'IITH A COUPLING. 6.3.4. TRENCH DEPTH SHALL BE AS SPECIFIED ABOVE FROM THE FINISH GRADE TO THE TOP OF THE PIPEbTHE BOTTOM OF THE TRENCH SHALL BE FREE OF ROCKS, CLODS, AND OTHER SHARP-E GED OBJECTS. 6.3.5. PIPE ENDS AND. FITTINGS SHALL BE V'IIPED V'IITH "MEK" PRIMER, OR APPROVED EQUAL, BEFORE Ji',ELDING SOLVENT IS APPLIED. f'IELDED JOINTS SHALL BE GIVEN A HINIMUM OF 15 MINUTES TO SET BEFORE MOVING OR HANDLING. ALL FIELD CUTS SHALL BE BEVELED TO REMOVE BURRS AND EXCESS MATERIAL BEFORE FITTING AND GLUING TOGETHER. 6.3.6. PIPE SHALL BE SNAKED FROH SIDE-TO-SIDE OF TRENCH BOTTOM TO ALLOV'I FOR EXPANSION AND CONTRACTION. 6.5.1. CENTER LOAD PIPE V'liTH SMALL AMOUNT OF .BACKFILL TO PREVENT ARCHING AND SLIPPING UNDER PRESSURE .. LEAVE JOINTS EXPOSED FOR SITE OBSERVATION DURING TESTING. 6.3.8. NO V'IATER SHALL BE Pl:RMITTED IN THE PIPE UNTIL SITE OBSERVATION HAS BEEN COMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOLVENT f'IELD SETTING AND CURING. 6.5.'i. PLASTIC TO METAL JOINTS SHALL BE MADE V'IITH PLASTIC MALE ADAPTERS, METAL NIPPLE HAND TIGHTENED, PLUS. ONE TURN V'IITH A STRAP WRENCH. 6.5.10. PLASTIC TO PLASTIC JOINTS, SOLVENT-f'IELD, USING SOLVENT RECOMHENDED BY PIPE MANUFACTURER ONLY. . . .. . . . .. ·. . . . . 6.3.11. SOLVENT0f'IELD JOINTS, ASSEMBLE PER MANUFACTURER'S RECOHMENDATIONS. 6.3.12. PROVIDE MINI HUM OF 4" OF CLEARANCE BETf'IEEN PIPES SHARING THE. SAME TRENCH. 6.4. INSTALLATION OF METAL PIPE, 6.4.1. CUT BRASS PIPING BY POf'IER HACKS~, CIRCULAR CUTTING MACHINE USiNG AN ABRASIVE V'IHEEL, OR HAND HACKSAV'I. CUT NO PIPING V'IITH HETALLIC V'IHEEL CUTTER OF ANY DE5CRIPTION. REAM AND REMOVE ROUGH EDGES OF BURRS FOR SMOOTH AND UNOBSTRUCTED FLOW. 6.4.2. CAREFULLY AND SMOOTHLY PLACE THREAD LUBRICANT ON HALE THREAD ONLY. TIGHTEN SCREf'IED JOINTS V'IITH TONGS OR WRENCHES. CAULKING IS NOT PERHITTED. 6.4.B. DIELECTRIC PROTECTION, USE DIELECTRIC FITTINGS AT CONNECTION V'IHERE PIPES OF DISSIHILAR HETAL A_RE JOINED. 6.5. REMOTE GONTROLVALVES, 6.5.1. V'IHERE POSSIBLE, INSTALL REHOTE CONTROL VALVES IN SHRUB AREAS, AT APPROXIHATE LOCATIONS AS SHOV'IN ON THE DRAf'IINGS. 6.5.2. WHERE POSSIBLE, VALVES SHALL BE GROUPED TOGETHER. 6.5.3. REHOTE CONTROL VALVES SHALL BE NORHALLY CLOSED TYPE VALVES. VALVES SHALL BE OF SLOW CLOSING DESIGN AND AUTOHATICALLY" CLOSE IN THE EVENT Of POWER FAILURE. 6.5.4. ALL CONNECTIONS TO VALVES SHALL BE HADE HORIZONTALLY. 6.6. QUICK COUPLING VALVES, 6.6.1. V'IHERE POSSIBLE, INSTALL QUICK COUPLING VALVES IN SHRUB AREAS; AT APPROXIHATE LOCATIONS AS SHOWN ON THE DRAWINGS. 6.6.2. QUICK COUPLING VALVES SHALL BE APPROXIHATELY 12 INCHES FROH PAVING, f'IALKS, HEADERS OR CURBS, AND AS SHOWN ON PLANS AND AS DIRECTED. 6.6.3. QUICK COUPLING _VALVES SHALL BE INSTALLED APPROXIHATEL)' TH.REE INCHES ABOVE FINISH GRADE IN SHRUB AND/OR GROUNDCOVER AREAS. VALVES SHAL.L BE INSTALLED 1/2" ABOVE FINISH GRADE, >"<HERE.REQUIRED TO BE LOCATED _IN TURF AREAS. 6.6.4. QUICK COUPLING VALVES ON RECYCLED f'IATER SYSTEHS BE OPERATED ONLY WITH A SPECIAL KEY WITH ACHE THREADS AND LOCKING COVER TO PREVENT UNAUTHORIZED USE. COVER SHALL BE PURPLE RUBBER OR VINYL. 6.6.5. ACME THREADED QUICK COUPLING VALVES ARE.NOT PERHITTED ON POTABLE f'IATER SYSTEHS. 6.6.6. QUICK COUPLING VALVES ON RECLAIHED f'IATER SYSTEHS SHALL BE INSTALLED IN 'I' DIA. PURPLE VALVE BOXES. ·_, 6.1. BALL VALVES, 6.1.1. WHERE POSSIBLE, INSTALL BALL VALVES IN SHRUB AREAS, AT APPROXIHATE LOCATIONS AS SHOWN ON THE DRAV'IINGS. 6.1.2. BALL VALVES SHALL BE INSTALLED TO ISOLATE INDIVIDUAL VALVES OR VALVE HAN I FOLDS. 6.1.B. BALL VALVES SHALL BE INSTALLED TO BREAK UP AREAS INTO HANAGEABLE AREAS,JO LIHIT DRAINING OF HAINLINE DURING REPAIRS. 6.B. CHECK VALVES, 6.8.1. PROVIDE HANUFACTURER'S INSTALLED CHECK VALVES IN ALL POP-UP SPRINKLER HEADS. 6.8.2. WHERE HANUFACTURER'S INSTALLED CHECK VALVES ARE NOT AVAILABLE INSTALL CHECK VALVES ON POP-UP SPRINKLERS SV'IING JOINT ASSEHBL Y OR BELOW THE HEAD FOR SHRUB HEADS ON RISERS. 6.8.B. ADDITIONAL IN-LINE CHECK VALVES SHALL BE INSTALLED WHEREVER NECESSARY TO PREVENT. LOV'I HEAD DRAINAGE _AFTER THE SYSTEH IS.SHUT OFF. 6.'i. VALVE AND PULL BOXl:S,. 6.'1.1. INSTALL NO HORE THAN ONE VALVE PER BOX. 6.'i.2. VALVE BOXES SHALL BE INSTALLED ADJACENT TO PAVING SURFACES, WHERE POSSIBLE. . . . . . ," '. ' ' ·. . 6.'i.B. VALVE .BOXES SHALL BE INSTALLED WITH THE TOP OF C,OVER SET NO Hl<::>HER THAN ADJACENT PAVING SURFACE. 6.'1.4. IN SHRUB AREAS VALVE BOXES SHALL BE INSTALLED >"llTH THE TOP Of COVER SET TWO INCHES ABOVE FINISH GRADE, 6.'1.5. IN LAf'IN AREAS VALVE BOXES SHALL BE INSTALLED WITH THE TOP OF COVER SET ONE- HALF OF AN INCH ABOVE FINISH GRADE. 6.'1.6. ON THE INSIDE SURFACE OF EACH REHOTE CONTROL VALVE BOX, PULL BOX LID AND QUICK COUPLING BOX LID, V'IRITE THE VALVE DESIGNATION NUMBER IN PERHANENT BLACK HARKER OR PAINT. DO NOT WRITE ON VALVE BOX LID. 6.'i.1. BALL VALVE BOX LIDS SHALL HARKED V'IITH THE LETTERS "BV". 6.'1.8. HASTER VALVE BOX LIDS SHALL HARKED WITH THE LETTERS "MV". 6.'i.'i. QUICK COUPLING VALVE BOX LIDS SHALL HARKED WITH THE LETTERS "QC,". 6.'i.10. PULL. BOX LIDS SHALL HARKED WITH THE LETTERS "PB" OR "E". 6.'i.11. WHERE PULL BOXES ARE LOCATED AT STREET CROSSIN5S, PULL BOX LIDS SHALL HARKED V'IITH THE LETTERS "XING". 6.10. SPRINKLER HEADS, 6.10.1. ALL SPRINKLER HEADS SHALL BE INSTALLED AS PER DETAILS SHOWN. 6.10.2. SHRUB HEADS ON RISERS ARE NOT PERHITTED TO BE LOCATED ADJACENT TO PAVING SUR- FACES, HEADERS, TOP OF RETAINING f'IALLS, IN FRONT OF PROJECT SIGNAGE OR IN TURF AREAS. b.10.B. TOP Of POP-UP SPRINKLER HEADS SHALL BE INSTALLED FLUSH WITH ADJACENT PAVING SURFACE. 6.10.3. TOP OF POP-UP SPRINKLER HEADS SHALL BE INSTALLED FLUSH WITH ADJACENT PAVING SURFACE. 6.10.4. POP-UP SPRINKLER HEADS SHALL BE INSTALLED APPROXIHATELY FOUR INCHES Af'IAY FROH ANY PAVING SURFACE. IN SHRUB AREAS, WHERE POP-UP SPRINKLER HEADS ARE LOCATED AT THE HEAD ON A PARKING STALL, POP-UP SPRINKLERS SHALL BE LOCATED EIGHTEEN INCHES FROM BACK OF CURB .. 6.10.5. SPRINKLER HEADS SHALL BE LOCATED OR ADJUSTED TO HINIHIZE OR ELIHINATE OVER-SPRAYING ON SIDEWALKS, STREETS, WINDOWS, f'IALLS AND ALL OTHER NON-DESIGNATED USE AREAS. 6.10.6. SPRINKLER HEADS V'IITHIN THE SAHE CIRCUIT SHALL BE OF THE SAHE HANUFACTURER AND SERIES AND HAVE A UNIFORH PRECIPITATION RATE. 6.10.1. SPACING OF SPRINKLER HEADS SHALL NOT EXCEED HAXIHUH DISTANCES AS INDICATED IN THE IRRIGATION LEGEND. 6.10.8. ADJUST NOZZLES ARCS AND PRESSURE COHPENSATING DEVICES TO SUIT ANY PARTICULAR CONDITIONS OF THE AREA. THIS SHALL BE DONE AFTER THE SYSTEH HAS BEEN THOROUGHLY TESTED, IHHEDIATELY AFTER WRITTEN NOTIFICATION BY THE LANDSCAPE ARCHITECT TO DO SO. 6 .11. BACKFLOV'I PREVENTER 6.11.1. BACKFLOW PREVENTER ASSEHBLY SHALL BE INSTALLED IN ACCORDANCE WITH HANUFACTURER'S SPECIFICATION, LOCATED AND AS DIRECTED ON DRAWINGS ADJACENT TO THE POINT OF CONNECTION, AND SHALL CONFORH TO ALL APPLICABLE HEAL TH CODE AND ORDINANCE REQUIREHENTS. 6.11.2. BACKFLOW PREVENTER ASSEHBLIES SHALL BE LOCATED SHRUB AREAS WHERE POSSIBLE. EXACT LOCATION AND POSITIONING SHALL BE VERIFIED ON THE SITE AND SHALL BE APPROVED BY THE DISTRICT. 6.11.B. BACKFLOW PREVENTER ASSEMBLIES FOR POTABLE f'IATER IRRIGATION SYSTEHS SHALL BE PAINTED FLAT BLACK. 6.11.4. BACKFLOW PREVENTER ASSEHBLIES FOR POTABLE RECYCLED V'IATER IRRIGATION SYSTEHS SHALL BE PAINTED PURPLE. 6.12. FLUSHING SYSTEHS, 6.12.1. AFTER PIPING AND RISERS ARE IN PLACE, BUT PRIOR TO THE INSTALLATION OF THE SPRINKLER HEADS, A FULL HEAD OF f'IATER SHALL BE USED TO FLUSH OUT THE SYSTEH. AFTER SYSTEH IS THOROUGHLY FLUSHED, CAP ALL RISERS. 6.15. TESTING, 6.15.1. NOTIFY LANDSCAPE ARCHITECT AND CITY INSPECTOR IN V'IRITING WHEN TESTING V'IILL BE CONDUCTED. CONDUCT TESTS IN PRESENCE OF THE LANDSCAPE ARCHITECT AND CITY INSPECTOR. 6.15.2. PRESSURE TEST, 6.15.2.1. ALL PRESSURE LINES SHALL BE TESTED UNDER HYDROSTATIC PRESSURE OF 125 LBS. PER SQ. INCH AND ALL NON PRESSURE LINES SHALL BE TESTED UNDER THE EXISTING STATIC PRESSURE AND BOTH BE PROVEN f'IATERTIGHT. (CONTRACTOR TO SUPPLY ALL HYDROSTATIC TEST EQUIPHENT NEEDED FOR TESTING.) 6.13.2.2. PRESSURE SHALL BE SUSTAINED IN THE LINES FOR NOT LESS THAN FOUR HOURS. IF LEAKS DEVELOF ... THE JOINTS SHALL BE REPLACED AND THE TEST REPEATED UNTIL THE ENTIRE SYSTEH IS PROvcN f'IATERTIGHT. . 6.15.2.3. TESTS SHALL BE OBSERVED AND .APPROVED BY THE CITY INSPECTOR, LANDSCAPE ~[rH~-g:-f it~rC'b~DV'l~i~ ~E~~H~t~C~F1cteiK~~~tEf~~~[SB~~~~~f~gTION REOPENING AS DIRECTED BY THE LANDSCAPE ARCHITECT OR CITY INSPECTOR. 6.15.B. COVERAGE TEST, 6.15.B.1. COVERAGE TESTING, PERFORH OPERATIONAL TESTING AFTER HYDROSTATIC TESTING IS COHPLETED, BACKFILL IS IN PLACE, AND SPRINKLER HEADS.ADJUSTED TO FINAL POSITION. 6.15.B.2. AFTER COHPLETION OF LANDSCAPE f'IORK, CAREFULLY ADJUST HEADS SO THEY V'IILL BE FLUSH WITH LAV'IN AREAS OR NOT HORE THAN 1/2" ABOVE FINISH GRADE IN GROUNDCOVER AREA. 6.14. CONCRETE THRUST BLOCKS AND SUPPORTS, 6.14.1. THRUST BLOCKS AND FOOTINGS SHALL BE PLACED ON NINETY PERCENT ('10%) COHPACTED OR UNDISTURBED SUB(5>RADE. CONSTRUCT TO SHAPES SPECIFIED AND PARALLEL TO WALKf'IAYS. TOOL FINISH EXPOSED SURFACE. 6.15. AUTOHATIC, CONTROL SYSTEM, 6.15.1. AUTOHATIC CONTROLLER SHALL BE INSTALLED AS SHOWN AND AS DIRECTED. CONTROLLER SHALL BE TESTED WITH COHPLETE ELECTRICAL CONNECTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY POf'IER TO THE CONTROLLER FOR OPERATION AND TESTING. 6.15.2. CONNECTIONS TO CONTROL WIRING SHALL BE HADE V'IITHIN AUTOHATIC CONTROLLER ENCLOSURE. ALL V'IIRE SHALL FOLLOW THE PRESSURE HAIN INSOFAR AS POSSIBLE. 6.15.B. ELECTRICAL V'IIRING SHALL BE ON A RIGID PVC PLASTIC CONDUIT FROH CONTROLLER TO ELECTRICAL OUTLET. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL V'IIRING TO THE SUB-PANEL~ CLOCKS, OR ELSEWHERE AS REQUIRED. IN ORDER TO COMPLETE THIS INSTALLATION. A DISc,ONNECT :if'IIITCH SHALL BE INCLUDED. 6.15.4. CONTROLLERS SHALL HAVE A HASTER SWITCH. IT SHALL BE POSSIBLE TO OPERATE EACH VALVE HANUALLY INDEPENDENT Of THE CLOCK OR ANY OTHER VALVE. 6.15.5. CONTRACTOR SHALL SUPPLY AND INSTALL A HANUFACTURER APPROVED BATTERY IN CONTROLLER TO PREVENT LOSS OF. PROGRAM. I 6.15.6. CONTROL SYSTEH SHALL BE PROGRAMHED TO OPERATE ONE SYSTEH AT A TIHE. 6.15.1. SYSTEH ENCLOSURES SHALL BE EQUIPPED V'IITH A AUTOHATIC RAIN SHUT-OFF DEVICE. 6.16. AUTOHATIC CONTROL WIRE, 6.16.I. DIRECT BURIAL CONTROL WIRE SIZES, AS SHOV'IN AND SPECIFIED HEREIN BEFORE. 6.16.1.1. PROVIDE ONE CONTROL V'IIRE AND ONE COMHON GROUND WIRE TO SERVICE EACH VALVE IN SYSTEM. PROVIDE 4 FOOT HINIHUH EXPANSION LOOP AT EACH VALVE TO PERMIT REHOVAL AND HAINTENANCE OF VALVES. b.lb.1.2. INSTALL CONTROL WIRES AT LEAST 12" BELOW FINISH GRADE AND HINIMUM OF 4" FROH ANY PIPE OR FITTINGS EXCEPT AT TERHINAL POINTS. 6.lb.l.B. INSTALL CONTROL >"llRES AND IRRIGATION PIPING IN COMHON TRENCHES V'IHERE POSSIBLE. 6.16.1.4. IN CASE OF DAHAGE TO ANY COMHON OR CONTROL WIRE, CONTRACTOR IS TO RUN AN EXTRA COHHON AND Tf'IO EXTRA CONTROL WIRES ON EACH LEG OF HAINLINE TO THE FARTHEST RCV BACK TO THE CONTROLLER. 6.16.1.5. ALL SPLICES SHALL BE ENCASED IN WATERPROOF CONNECTORS PER APPROVED HATERIALS. 6.lb.1.6. PROVIDE Tf'IO SEPARATE SPARE WIRES TO EACH VALVE HANIFOLD OR INDIVIDUAL VALVE. SPARE WIRES LOOPED TO EACH VALVE HANIFOLD IS UNACCEPTABLE. 6.16.1.1. END OF SPARE WIRES SHALL BE ENCASED IN A f'IATERPROOF CONNECTOR. 6.16.1.8. INDIVIDUAL CONTROL WIRES SHALL BE BUNDLED TOGETHER V'IITH A COLORED TAPE AT TEN FOOT INTERVALS. TAPE COLORS SHALL BE UNIQUE FOR EACH CONTROLLER'S WIRES. 6.16.1.'i. INSTALL CONTROL WIRES IN SLEEVES SEPARATE FROH PIPING. 6.16.1.10. CONTROL WIRE SPLICES, ALLOf'IED ONLY ON RUNS OF HORE THAN BOO-FEET, SPLICES AS FOLLOWS, 6.lb.1.10.1. STRIP OFF MINIHUH OF 2-1/2" OF INSULATION FROH EACH WIRE. 6.16.1.10.2. SEAL CONNECTOR IN EPOXY RESIN AND BURY IN A ROUND VALVE BOX WITH A TV'IO FOOT EXPANSION LOOP. 6.16.1.10.B. NUMBERING AND TAGGING, IDENTIFY DIRECT BURIAL CONTROL WIRES FROH AUTOHATIC VALVES TO TERHINAL STRIPS Of CONTROLLER AT TERMINAL STRIP BY TAGGING WIRE WITH NUHBER Of CONNECTED VALVES. 6.11. FLOW SENSING DEVICE, 6.11.1. FLOV'I SENSING DEVICE SHALL BE LOCATED APPROXIMATELY AS INDICATED ON PLANS AND INSTALLED PER HANUFACTURE'S SPECIFICATIONS. 6.11.2. FLOV'I SENSING DEVICE SHALL BE INSTALLED DOV'IN STREAH OF PRESSURE REGULATOR. 6.18. FLOW SENSING DEVICE 6.18.1. RAIN SENSING DEVICE SHALL BE LOCATED APPROXIMATELY AS INDICATED ON PLANS AND INSTALLED PER HANUFACTURE'S SPECIFICATIONS. 6.18.2. EACH CONTROLLER ASSEMBLY SHALL BE EQUIPPED V'IITH ITS OV'IN RAIN SENSING DEVICE, UNLESS SYSTEH IS OPERATED BY A CENTRAL CONTROL SYSTEM. 6.1'1. SITE OBSERVATION VISITS BY THE ARCHITECT, 6.1'1.I. IN ALL CASES V'IHERE SITE OBSERVATION VISITS OF THE IRRIGATION SYSTEM f'IORK IS REQUIRED AND/OR WHERE PORTIONS OF THE WORK ARE SPECIFIED TO BE PERFORHED UNDER THE DIRECTION AND/OR SIGHT OBSERVATION OF THE ARCHITECT OR HIS REPRESENTATIVE(T)HE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR AND ARCHITECT AT LEAST THREE 3 f'IORKING DAYS IN ADVANCE OF THE TIHE SUCH SITE OBSERVATION AND/OR DIRECTION IS REQUIRED. 6.1'1.2. SITE OBSERVATION V'IILL BE REQUIRED FOR THE FOLLOV'IING PARTS OF THE WORK, 6.1'1.B. UPON INSTALLATION AND TESTING OF SLEEVES, HAIN LINES AND LATERAL LINES; WHEN PIPES ARE LAID AND ARE TO BE .SUBHITTED TO PRESSURE TESTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN CHECKED AND APPROVED. . 6.1'1.4. UPON INSTALLATION AND TESTING OF VALVES, QUICK COUPLERS, DEVICES, AUTOHATIC CONTROLLERS, AND CONTROL VALVES AND WIRES. 6.1'1.5. V'IHEN THE SPRINKLER SYSTEH IS COHPLETED PRIOR TO PLANTIN(5,, THE CONTRACTOR, IN THE PRESENCE OF CITY INSPECTOR AND ARCHITECT, SHALL PERFORH A COVERAGE TEST TO DETERHINE IF THE COVERAGE OF f'IATER AFFORDED THE LAWN AND PLANTING AREAS IS COHPLETE AND ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL HATERIALS AND PERFORH ALL V'IORK REQUIRED TO CORRECT ANY INADEQUACIES. 6.1'1.6. FINAL SITE OBSERVATION VISIT BY THE ARCHITECT AND PERFORHANCE TEST SHALL BE AT THE SAME TIHE AS THE FINAL SITE OBSERVATION OF THE SPECIFIED LANDSCAPE MAINTENANCE PERIOD V'IORK. END OF SECTION 02810 •• Call: TOLL FREE 1-800 422~4133 TWO WORKING DAYS BEFORE YOU DIG "AS-BUILT " EXP. REVIEWED BY: INSPECTOR DATE DATE AOL ;¼}[2 PLANNING =====l\ic:JL': ___ fl!lllw1lllk?~ I SH4EET I CITY OF CARLSBAD >----+-------+-----------------+---+-------+-----+--~, PLANNING DIVISION I SH~ETS ASSOCIATES l!/Jllllfil!Fl1L· LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET SUITE "c" C A R L S 8 A D, C A. 9 2 0. 0 8 (7 6 0) 7 29-B 6 3 7 FAX: (7 60) 7 2 9 -8 32-t DATE: 12-16-14 1-14-15 JOB NO.: 21414 SCALE: DRAWN BY: >----+-------+-----------------+---+-----+-----+----1 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL Cl1Y APPROVAL I IRRIGATION SPECIFICATIONS HIGHLAND / JAMES SUBDIVISION CARLSBAD, CA 92008 APPROVED (-cp.,d_; (-!(_ ~(lot\--l z.., r -i · r.::; PLANNING . DATE "" DWN BY: PROJECT NO. DRAWING NO. CHKD BY: CT 08-06 RVWD BY: 483-oL "1" I _j I. ·1' . I,'( ,(;: . ::": ' PLANTIN6 NOTES CONTRACTOR SHALL VISIT SITE AND BECOME FAMILIAR HITH CONDITIONS UNDER HHICH HORK SHALL BE DONE PRIOR TO BIDDIN6. 2. CONTRACTOR SHALL REVIEH PLANTIN6 SPECIFICATIONS BEFORE BE6INNIN6 HORK. 3. ALL HORK HILL BE IN ACCORDANC-E HITH THE REQUIREMENTS OF THE 60VERNIN6 A6ENCIES. ' 4. C-ONTRAC-TOR SHALL NOTIFY OHNER'S REPRESENTATIVE OF ANY DISC-REPANC-IES IN THE EXISTIN6 C-ONDITIONS OR HITHIN THE PLANS PRIOR TO BE6INNIN6 HORK. 5. CONTRAC-TOR SHALL DETERMINE THE LOC-ATION AND DEPTH OF ALL SITE UTILITIES PRIOR TO C-ONSTRUC-TION. ALL HORK SHALL BE PREFORMED IN A MANNER HHICH HILL AVOID POSSIBLE DAMA6E TO UTILITIES. HAND EXC-AVATE AS REQUIRED. NOTIFY OHNER'S REPRESENTATIVE OF ANY DISC-REPANC-IES IMMEDIATELY. 6. THE C-ONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY REPAIRS MADE NEC-ESSARY THROU6H THE AC-TIONS OR NE6Ll6ENC-E OF HIS CREH. 1. ALL ROCKS AND DEBRIS THREE (3") AND LAR6ER SHALL BE REMOVED FROM PLANTIN6 AREAS AND FROM THE SITE. 8. PRIOR TO PLANTIN6, ALL IRRl6ATION SYSTEMS SHALL BE FULLY OPERATIONAL AND ALL PLANTIN6 AREAS SHALL BE THOROU6HLY HATERED. "I. PLANT MATERIAL MAY BE REJEC-TED AT ANY TIME BY THE OHNER'S REPRESENTATIVE DUE TO C-ONDITION, FORM OR DAMA6E BEFORE OR AFTER PLANTIN6. 10. ALL TREES HITHIN 10' OR LESS OF HARDSC-APE AREAS(HALLS, C-URBS, ROADS, ElROH DITC-HES, DRAINA6E STRUC-TURES, ETC,.) SHALL BE INSTALLED HITH A 24" MIN. ROOT BARRIER DEPTH. ROOT BARRIER SHALL BE INSTALLED PARALLEL TO HARDSC-APE SURFAC-E FOR A DISTANC-E OF 10' FORM THE C-ENTER LINE OF THE TREE TRUNK IN BOTH DIREC-TIONS, OR AS INDICATED ON PLAN. ROOT BARRIER TO BE MF6 BY 'BIO-BARRIER' OR APPROVED EQUAL. BARRIERS ARE TO BE INSTALLED PER MANUFAC-TURER'S SPEC-IFIC-ATIONS II. TREES SHOULD BE LOCATED NOC-LOSER THAN FIVE FEET FROM ANY DRAINA6E FLOH LINE, SEHER LINE, HATER LINE, 6AS LINE, OR ELEC-TRIC-AL CONDUIT. 12. CONTRACTOR SHALL IMMEDIATELY UPON THE AHARD OF THE CONTRACT, ORDER, LOCATE AND PURC-HASE (OR HAVE HELD) ALL PLANT MATERIAL REQUIRED BY THESE PLANS AND SPEC-IFIC-ATIONS. 13. PLANTING BEDS SHALL HAVE FINISHED GRADES SMOOTHED TO ELIMINATE PUDDLING OR STANDING HATER. C-ONTRAC-TOR SHALL MAINTAIN A MINIMUM 2% DRAINAGE AHAY FROM BUILDIN6S AND PAVIN6 INTO DRAINA6E STRUC-TURES OR TO STREET (SEE EN6INEER'S 6RADIN6 AND DRAINA6E PLANS). C-ONTRAC-TOR SHALL NOTIFY OHNER IMMEDIATELY OF ANY C-ONFLIC-TS IN MAINTAININ6 DRAINA6E. 14. SEE EN6INEER'S PLAN FOR LAYOUT OF ALL CURBS, HALLS, RETAINING HALLS, UTILITIES, SITE GRADING AND DRAINAGE. SEE ARC-HITECT'S PLAN FOR LOC-ATION OF ALL BUILDIN6S. 15. ALL PLANTIN6 SHALL BE 6UARANTEED SHALL ONLY BE 6UARANTEED IF THE NURSERY OR CONTRACTOR PROVIDE A 6UARANTEE. THE C,ONTRACTOR SHALL 16. SHRUB AND 6ROUNDC-OVER MASS QUANTITIES ARE SHOHN ON PLANS. UNDERPLANT ALL TREES HITH THE ADJAC-ENT SHRUB AND/OR 6ROUNDC-OVER AS INDIC-ATED BY THE PLANS. PLANTS SHALL BE ! ' ARN 20 i ! ! PLANTIN6 LE6END TREES: ', , \ I \ - SYM #, BOTANICAL NAME, COMMON NAME, SIZE, QTY, REMARKS, DETAILS, ";:j-MA6NOLIA 6RANDIFLORA (STREET TREE) SOUTHERN MAGNOLIA 24"BOX s DOUBLE STAKE DETAIL AIIEl i------,-1-T-CVR13 EfcS>'Ji:-I TRISTANIA C-ONFERTA ' ",-h-Sl'DEV'l LK i -\-i"<s I I PLANTING LEGEND PR ! PN 207-l J 3 PERTY LINE / , , CD TY LINE r I / I ~ SYM #, BOTANICAL NAME, ED Photlnlo froserl W/2 M~oporum porvlflorum HI reinforced etraV'II mat i'i""""i::i" .. 6"''6'"'0'1 :,00000000<; t,gogogogoJ Erosion control mat. 2.o o __ o.o ,n_<:) o_(:}_(1 . A. SLOPE PLANTING INSTALLED HITH TRIAN6ULAR SPAC-IN6. PLANT 6ROUNDCOVERS TO HITHIN 12" OF TREE TRUNKS OR SHRUB STEMS. . .. , , . 11. PRIOR TO PLANTIN6 IRRl6ATE ALL PLANTIN6 AREAS NORMALLY FOR THO HEEKS TO 6ERMINATE HEEDS. APPLY C-ONTAC-T HERBIC-IDE (MONSANTO. "ROUND-UP", OR APPROVED EQUAL) TO HEEDS ONLY PER MANUFAC-TURER'S REC-OMMENDATIONS. REPEAT PROC-ESS IF HEEDS PERSIST. IB. TREE TRUNK PROTEC-TORS SHALL BE INSTALLED AT ALL TREES LOC-ATED IN LAHN AREAS. l"l. PLANTIN6 TABLETS SHALL BE 6RO-POHER PLANTIN6 TABLETS I2-B-B (12 MONTH SLOH RELEASE FORMULATION). 20.FLATS AND I 6ALLON GROUNDCOVER MATERIALS SHALL BE PLANTED TO HITHIN 12" OF ADJAC-ENT SHRUB STEMS. 21. ALL SHRUB BEDS SHALL HAVE A 3 INC-H THIC-K MULC-H LAYER. "MULC-H" SHALL BE BARK MULC-H FROM ONE OF THE FOLLOHIN6 SOURC-ES, SHREDDED FIR OR SHREDDED C-EDAR. RATES AS SPEC-IFIED ON PLANS. MULCH SHALL BE FREE OF STICKS, STONES, C-LAY OR OTHER FOREl6N MATERIAL. C-ONTRAC-TOR SHALL SUBMIT SAMPLE TO C-ITY'S REPRESENTATIVE FOR APPROVAL PRIOR TO INSTALLATION. 22. ALL PLANT MATERIAL SHALL MEET MINIMUM STANDARDS SET BY THE AMERIC-AN ASSOCIATION ,OF NURSERYMAN AND THE C-ITY OF SAN MARC-OS. 23. TREE STAKES ARE NOT TO C-OME INTO C-ONTAC-T HITH THE TREES, AND SHALL BE INSTALLED ON THE HINDHARD SIDE. 24. SOIL TEST SHALL BE PERFORMED BYA SOIL TESTING LABORATORY /PRE-APPROVED BY THE CITY). THE TEST SHALL INDICATE BUT NOT BE LIMITED TO THE FOLLOl"II NG, A. 0%ANIC MATTER CONTENT B.N.PK C.PH D. ED E. SOIL TEXTURE /SILT, CLAY, SAND) F. RECOMMENDATIONS FOR AMENDMENTS, LEACHING, AND MAINTENANCE THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY.THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSC.APE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS. POST PLANTING FERTILIZATION SHALL BE PERFORMED BY CONTRACTOR AT 50, 60, AND qo DAYS AFTER PLANTING. SLOPE REYEGETATION/EROSION CONTROL POLICIES AND REQUIREMENTS FROM CITY OF CARLSBAD LANDSC-APE MANUAL SEC-TION IV SLOPE PLANTIN6 STANDARDS o' 10' 20' 40' STANDARD #2 -6ROUND C-OVER ONE HUNDRED (100%) PERC-ENT OF THE AREA SHALL BE PLANTED HITH A 6ROUND COVER KNOHN TO HAVE EXC-ELLENT SOIL BINDIN6 C-HARACTERISTIC-S (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL C-OVERA6E HITHIN ONE YEAR). (SEE HYDROSEEDIN6) STANDARD #3 -LOH SHRUBS C. LOH SPREADIN6 HOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-3/4" LINERS) SHALL COVER A MINIMUM OF SEVENTY(l0%) PERCENT OF THE SLOPE FAC-E (AT MATURE SIZE). STANDARD #4 -TREES AND/OR LAR6E SHRUBS D. TREES AND/OR LAR6E SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF I &ALLON C-ONTAiNERS) AT A MINIMUM RATE OF ONE (I) PLANT PER THO HUNDRED (200) SQUARE FEET. SLOPES 6,1 OR STEEPER AND, A. 3 FEET OR LESS IN VERTIC-AL HEl6HT AND ARE ADJACENT TO PUBLIC HALKS OR STREETS REQUIRE AT MINIMUM STANDARD # I. El. 3 FEET TO B FEET IN VERTIC-AL HE16HT REQUIRE STANDARDS #I (EROSION CONTROL MATTIN6 SHALL BE INSTALLED IN LIEU OF AC-OVER C-ROP), #2 4 #3 C,, IN EXCESS OF 8' IN VERTIC-AL HEl6HT REQUIRE STANDARDS #I (EROSION C-ONTROL MATTIN6 SHALL BE INSTALLED IN LIEU OF COVER CROP), #2, #3, t114. AREAS 6RADED FLATTER THAN 6,1 REQUIRE STANDARD #I (C-OVER C-ROP/REINFORCED STRAH MATTIN6) HHEN THEY HAVE ONE OR MORE OF THE FOLLOHING C-ONDITIONS, A. SHEET 6RADED PADS NOT SC-HEDULED FOR IMPROVEMENTS HITHIN 6 MONTHS OF C-OMPLETION OF ROUGH 6RADIN6. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE C-ITY. B. IDENTIFIED BY THE C-ITY AS Hl6HL Y VISIBLE AREAS TO THE PUBLIC-OR HAVE SPEC-IAL C,ONDITIONS THAT C-. HARRANT IMMEDIATE TREATMENT. AOL SLOPES REQUIRIN6 EROSION C-ONTROL MEASURES AS SPEC-IFIED HERIN SHALL BE TREATED HITH ONE OR MORE OF THE FOLLOHIN6 PLANTIN6 STANDARDS, PLANNING ASSOCIATES __ STANDARD# 1-C-OVER C-ROP/REINFORC-ED.STRAH MATTIN6, C-OVER C-ROP SHALL BE A SEED MIX TYPIC-ALLY MADE UP OF QUIC-K GERMINATIN6 AND FAST C-OVERING 6RASSES, C-LOVERS, AND/OR H.ILD FLOHERS. SUBMIT THE SPECIFIC-SEED MIX FOR CITY APPROVAL PRIOR TO APPLIC-ATION. THE C-OVER C-ROP SHALL BE APPLIED AT A RATE AND MANNER SUFFIC-IENT TO PROVIDE "10% COVERA6E HITHIN THIRTY (30) DAYS. TYPE OF REINFORCED STRAV'I MATTIN6 SHALL BE AS APPROVED BY THE C-ITY AND .STAKED TO THE SLOPE AS REC-OMMENDED BY THE MANUFAC-TURER. REINFORC-ED STRAH MATTIN6 SHALL BE REQUIRED HHEN PLANTIN6 OC-C-l.lR5 BETl"<EEN AU6UST 15 AND APRIL 15. THE C-OVER CROP AND/OR REINFORC-ED STRAH MAT SHALL BE USED THE REMAINDER OF THE YEAR. LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET SUITE "C" C A R L S B A D, C A. 9 2 0 0 8 Q60)729-8637 FAX:960)729-8321 DATE: 1-14-15 2-'1-15 - BRISBANE BOX 24"BOX 6 DOUBLE STAKE DETAIL AIIEl SHRUBS -GROUNDCOVER -VINE: ' COMMON NAME, SIZE, QTY, REMARKS, DETAILS, Photlnio 5 6AL. 78 SPACE 24" OC DETAIL A M~oporum FLAT SPACE 18" OC N/A NIA N/A NIA NIA ® 2X CONTAINER DIA. (12" MIN. FOR LINERS) 0 AMENDED BACKFILL 0 FINISH 6RADE ® C-ONTAINER DEPTH (12" MIN. FOR LINERS) 0 FERTILIZER TABLET SOILS REPORT PER ® 3" LAYER OF MULC-H, Jv!AINTAIN 3" C-LEAR OF SHRUB BASE ® PLAC-E ROOTBALL OVER NATIVE SUEl6RADE @ 2% SLOPE (AHAY FROM TRUNK) NOTE, EROSION C-ONTROL FABRIC-HILL SHALL BE INSTALLED ON SLOPE TO C-ONTROL EROSION HHILE PLANTS ESTABLISH. N.T.S . 7~ Q:, ~ ~ CD PREVAILING> i"IIND AXIS v PARALLEL TO STAKES O @ 2" DIA. 10' PINE c., et, """""-"'o<f' LODGE POLE STAKE @ TREE TIES (9) @ FINISH GRADE 2 fs' ROOTBALL /SEE PLAN FOR SIZE, \::,I 5ET CROl"IN 2" ABOVE 6AADE) ,. © FERTILIZER TABLET PER SPECIFICATIONS AND SOILS REPORT G) 6" >"LATER BASIN r,;:,, 4" LAYER OF MULCH OR \:::.,1 2" OF D.6. MAINTAIN 2" CLEAR OF TRUNK 5 @ 2X CONTAINER 5IZE NOTE, I. KEEP ALL MULCH 2" FROM TRUNK OF TREE/SHRUB. 2. TREE STAKES SHALL BE USED FOR TREES 24" BOX OR SMALLER B. TREE STAKING N.T.5. . "AS-BUILT " APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS I SH5IT I EXP. REVIEWED BY, INSPECTOR -~- CITY OF CARLSBAD PLANNING DIVISION PLANTING PLAN AND DETAILS DATE DATE I SH~ITS I HIGHLAND / JAMES SUBDIVISION CARLSBAD, CA 92008 APPROVED /~Ju 8~..,,,+t-1-Z,-11.1...:;-I &(" PLANNING DATE DATE INITIAL DATE INITIAL DATE INITIAL CH y JOB NO., :21414 DWN BY: ---PROJECT NO. I DRAWING NO. SCALE: 1"=20' KD B =~~ C,T 08-0/,., !fl DRAWN BY, ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ~------~u-~ 483-6L 1 L ____________________________ ...,.....,....._....:.._ ___ ...,.....,..... ________ _:=----===========~-=========================::::::::::::====:::::::::::::===============================~_J 1 LANDSCAPE V-.ORK PART I -GENERAL I.I. RELATED DOCUHENTS I.I.I. DRAV-.INGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEHENTARY CONDITIONS AND DIVISION I SPECIFICATION SECTIONS, APPLY TO THIS SECTION. 1.2. SUHHARY 1.2.1. THIS SECTION INCLUDES PROVISIONS FOR THE FOLLOV-.ING ITEHS, 1.2.1.1. TREES. 1.2.1.2. SHRUBS. 1.2.1.3. PLANTS. 1.2.1.4. GROUND COVER. 1.2.1.5. SOIL AHENDHENTS. 1.2.1.6. FINISH GRADING. 1.2.1.8. HAINTENANCE PERIOD. 1.2.2. RELATED SECTIONS, THE FOLLOV-.ING SECTIONS CONTAIN REQUIREHENTS THAT RELATE TO THIS SECTION. 1.2.2.1 .. UNDERGROUND SPRINKLER SYSTEH IS SPECIFIED IN DIVISION 2 SECTION, "POTABLE IRRIGATION SYSTEM." AND "RECLAIHED V-.ATER IRRIGATION SYSTEH". 1.3. QUALITY ASSURANCE 1.3.1. THE CONTRACTOR SHALL SPECIALIZE IN LANDSCAPE V-.ORK AND POSSESS ALL LICENSES AND PERHITS REQUIRED TO PERFORH THE V-.ORK INCLUDING PEST CONTROL APPLICATOR'S AND C-21 LANDSCAPING LICENSES. 1.3.2. SOURCE QUALITY CONTROL, 1.3.2.1. GENERAL, SHIP LANDSCAPE HATERIALS V-.ITH CERTIFICATES OF INSPECTION REQUIRED BY GOVERNING AUTHORITIES. COHPL Y V-.ITH REGULATIONS APPLICABLE TO LANDSCAPE HATERIALS. 1.3.2.2. DO NOT HAKE SUBSTITUTIONS. IF SPECIFIED LANDSCAPE HATERIAL 15 NOT OBTAINABLE, SUBHIT PROOF OF NON-AVAILABILITY TO LANDSCAPE ARCHITECT. LANDSCAPE ARCHITECT SHALL SPECIFY ALTERNATE HATERIAL. 1.3.2.3. ANALYSIS AND STANDARDS, PACKAGE STANDARD PRODUCTS V-.ITH HANUFACTURER'S CERTIFIED ANALYSIS. FOR OTHER HATERIALS, PROVIDE ANALYSIS BY RECOGNIZED LABORATORY HADE IN ACCORDANCE V-.ITH METHODS ESTABLISHED BY THE ASSOCIATION OF OFFICIAL AGRICULTURE CHEHISTS, V-.HEREVER APPLICABLE. 1.3.2.4. TREES, SHRUBS, AND PLANTS, PROVIDE TREES, SHRUBS, AND PLANTS OF QUANTITY, SIZE, 6ENU5, SPECIES, - AND VARIETY SHOV-.N AND SCHEDULED FOR LANDSCAPE V-.ORK AND COHPLYING V-.ITH RECOHHENDATIONS AND REQUIREHENTS OF ANSI Z60.I "AHERICAN STANDARD FOR NURSERY STOCK". PROVIDE HEALTHY, VIGOROUS STOCK, GROV-.N IN A RECOGNIZED NURSERY IN ACCORDANCE V-.ITH GOOD HORTICULTURAL PRACTICE AND FREE OF DISEASE, INSECTS, EGGS, LARVAE, AND DEFECTS SUCH AS KNOTS, SUN-SCALD, INJURIES, ABRASIONS,OR DISFl6UREHENT. 1.3.2.5. V-.HERE FORHAL ARRANGEHENTS OR CONSECUTIVE ORDER OF TREES OR SHRUBS ARE SHOV-.N, SELECT STOCK FOR UNIFORH HEIGHT AND SPREAD. 1.3.2.6. SELECTION, THE LANDSCAPE ARCHITECT HAY CHECK TREES AND SHRUBS EITHER AT PLACE OF GROV-.TH OR AT SITE BEFORE PLANTING, FOR COHPLIANGE V-.ITH REQUIREHENTS FOR 6ENUS, SPECIES, VARIETY, SIZE, AND QUALITY. THE CONTRACTOR SHALL SUBHIT PHOTOGRAPHS TO LANDSCAPE ARCHITECT OF TYPICAL TREES (IS GAL. AND LARGER CONTAINER SIZES) FOR LANDSCAPE V-.ORK. LANDSCAPE ARCHITECT RETAINS RIGHT TO FURTHER CHECK TREES AND SHRUBS FOR SIZE AND CONDITION OF BALLS AND ROOT SYSTEHS, INSECTS, INJURIES AND LATENT DEFECTS, AND TO REJECT UNSATISFACTORY OR DEFECTIVE HATERIAL AT ANY TIHE DURING PROGRESS OF V-.ORK. CONTRACTOR SHALL REHOVE REJECTED TREES OR SHRUBS IMHEDIATELY FROH PROJECT SITE. 1.4. SUBHITTALS 1.4.1. GENERAL, SUBMIT THE FOLLOV-.ING IN ACCORDANCE V-.ITH CONDITIONS OF CONTRACT AND DIVISION I SPECIFICATION SECTIONS. 1.4.2. PLANT AND HATERIAL CERTIFICATIONS, 1.4.2.1. CERTIFICATES OF INSPECTION AS REQUIRED BY GOVERNMENTAL AUTHORITIES. 1.4.2.2. HANUFACTURER'S OR VENDOR'S CERTIFIED ANALYSIS FOR SOIL AHENDHENTS AND FERTILIZER HATERIALS. 1.4.2.3. LABEL DATA SUBSTANTIATING THAT PLANTS, TREES, SHRUBS AND PLANTING HATERIALS COHPLY V-.ITH SPECIFIED REQUIREHENTS. 1.4.2.4. SEED VENDOR'S CERTIFIED STATEHENT FOR EACH SEED HIXTURE REQUIRED, STATING BOTANICAL AND COHHON NAHE, PERCENTAGES BY v-.EIGHT, AND PERCENTAGES OF PURITY, GERHINATION, AND V-.EED SEED FOR EACH SEED SPECIES. - 1.4.3. SOIL TESTING, 1.4.3.1 UPON COHPLETION OF GRADIN6 OPERATIONS, SUBHIT ONE REPRESENTATIVE SOIL SAHPLE FOR EACH DIFFERENT SOIL TYPE AND CONDITION FOR AGRICULTURAL SUITABILITY TESTING. SOIL SAHPLES SHALL REPRESENT A CROSS SECTION OF SOIL CONDITIONS PRESENT AT THE SITE. 1.4.3.2. SOIL TEST SHALL BE PERFORHED BY A SOIL TESTING LABORATORY PRE-APPROVED BY THE CITY. TESTS SHALL INDICATE ORGANIC MATTER CONTENT; N, P, K; PH; EC; SOIL TEXTURE; RECOHHENDATIONS FOR AHENDMENTS, LEACHING AND HAINTENANCE FERTILIZATION. 1.4.3.3. SOIL TEST RESULTS AND RECOHHENDATIONS OF THE LABORATORY SHALL BE SUBHITTED TO THE CITY AND THE LANDSCAPE ARCHITECT FOR APPROVAL AND INCORPORATION INTO THE PLANS. 1.4.3.4. PRODUCTS SPECIFIED BY PRODUCT NAHE BY THE SOILS TESTING LAB IN THE RECOHHENDATIONS HAY BE SUBSTITUTED V-.ITH "OR EQUAL" PRODUCTS APPROVED BY THE CITY. 1.5. DELIVERY, STORAGE AND HANDLING 1.5.1. PACKAGED HATERIALS, DELIVER PACKAGED HATERIALS IN CONTAINERS SHOV-.ING V-.EIGHT, ANALYSIS, AND NAHE OF HANUFACTURER. PROTECT HATERIALS FROH DETERIORATION DURING DELIVERY, AND V-.HILE STORED AT SITE. 1.5.3. TREES AND SHRUBS, DO NOT PRUNE PRIOR TO DELIVERY UNLESS OTHERV-.ISE APPROVED BY LANDSCAPE ARCHITECT. DO NOT BEND OR BIND-TIE TREES OR SHRUBS IN SUCH HANNER AS TO DAHAGE BARK, BREAK BRANCHES, OR DESTROY NATURAL SHAFE. PROVIDE PROTECTIVE COVERING DURING DELIVERY. 1.5.4. DO NOT REHOVE CONTAINER-GROV-.N STOCK FROH CONTAINERS UNTIL PLANTING TIHE. 1.6. JOB CONDITIONS 1.6.1. UTILITIES, DETERHINE LOCATION OF UNDERGROUND UTILITIES AND PERFORH V-.ORK IN A HANNER V-.HIGH V-.ILL AVOID POSSIBLE DAHAGE. HAND EXCAVATE, AS REQUIRED. HAINTAIN GRADE STAKES SET BY OTHERS UNTIL REHOVAL IS HUTUALL Y A6REED UPON BY PARTIES CONCERNED. 1.6.2. EXCAVATION, V-.HEN CONDITIONS DETRIHENTAL TO PLANT GROV-.TH ARE ENCOUNTERED, SUCH AS RUBBLE FILL, ADVERSE DRAINAGE CONDITIONS, OR OBSTRUCTIONS, NOTIFY LANDSCAPE ARCHITECT BEFORE PLANTIN6. 1.1. SEQUENCIN6 AND SCHEDULIN6 1.1.1. PLANTIN6 TIHE, PROCEED V-.ITH, AND COHPLETE LANDSCAPE V',ORK AS RAPIDLY AS PORTIONS OF SITE BECOHE AVAILABLE. V-.ORK SHALL BE PERFORHED DURING THOSE PERIODS V-.HEN V-.EATHER AND SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE V-.ITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE. 1.1.2. COORDINATION V-.ITH 6ROUND COVERS, PLANT TREES AND SHRUBS AFTER FINAL 6RADES ARE ESTABLISHED AND PRIOR TO PLANTING OF GROUND COVERS , UNLESS OTHERv-.lSE_ APPROVED BY LANDSCAPE ARCHITECT. IF PLANTING OF TREES AND SHRUBS OCCURS AFTER 6ROUND COVER PROTECT GROUND COVER AREAS AND PROHPTLY REPAIR DAHAGE TO GROUND COVERS RESULTING FROH PLANTING OPERATIONS. 1.8. SPECIAL PROJECT V-.ARRANTY 1.8.1. V-.ARRANTY LAV-.NS AND GROUND COVERS THROUGH SPECIFIED HAINTENANCE PERIOD, AND UNTIL FINAL ACCEPTANCE. 1.8.2. V-.ARRANTY SHRUBS FOR A PERIOD OF c;o DAYS AFTER DATE OF FINAL ACCEPTANCE. 1.8.3. V-.ARRANTY TREES, FOR A PERIOD OF ONE YEAR AFTER DATE OF SUBSTANTIAL COHPLETION, AGAINST DEFECTS INCLUDING DEATH, POOR GROV-.TH OR FORM. 1.8.4. REHOVE AND REPLACE TREES, SHRUBS, OR OTHER PLANTS FOUND TO BE DEAD OR IN UNHEALTHY CONDITION DURING V-.ARRANTY PERIOD. HAKE REPLACEHENTS V-.ITHIN 14 CALENDAR DAYS OF NOTIFICATION. REPLACE TREES AND SH.RUBS V-.HICH ARE IN DOUBTFUL CONDITION AT END OF v-!ARRANTY PERIOD; UNLESS, IN OPINION OF LANDSCAPE ARCHITECT, IT 15 ADVISABLE TO EXTEND V-.ARRANTY PERIOD FOR A FULL GROV-.ING SEASON. 1.8.5. ANOTHER v-!ARRANTY SITE OBSERVATION VISIT V-.ILL BE CONDUCTED AT END OF EXTENDED v-!ARRANTY PERIOD, IF ANY, TO DETERHINE ACCEPTANCE OR REJECTION. REQUIRED REPLACEHENTS SHALL BE FURNISHED, AND PLANTED AS ORIGINALLY SPECIFIED. PART 2 -PRODUCTS 2.1. SOIL AHENDHENTS 2.1.1. ORGANIC SOIL AHENDHENT SHALL BE A BLENDED COHHERGIALLY PROCESSED SOIL CONDITIONER CONSISTING OF AN ORGANIC-BASED CONDITIONER, PREPARED BY HIXIN6 A LIGHT, FRIABLE, SILICEOUS HATERIAL V-.ITH NITROGEN-FORTIFIED, FINELY GROUND BARK, V',OOD CHIPS AND/OR SAV-. DUST. THE MATERIAL SHALL CONTAIN A LONG-LASTING FORH OF IRON AND SHALL BE V-.ILBUR-ELLIS "OR6ANO-LIFE" SOIL AHENDHENT OR APPROVED EQUAL. 2.1.2. BARK HULCH, BARK HULCH SHALL BE ,FREE FROM DELETERIOUS HATERIALS AND SUITABLE FOR TOP DRESSING CONSISTING OF CLEAN, 6RADED PEA SIZE (1/4" -1/2") FIR OR PINE. 2.1.3. COHHERCIAL FERTILIZER COHPLETE FERTILIZER OF NEUTRAL CHARACTER, PER THE SOIL TEST RECOHHEND A TIONS. 2.1.4. PLANT TABLETS, AGRIFORH (20-10-S) BLUE CHIP TABLETS 5 OR 21 GRAH. 2.1.5. IRON SULFATE, IRON SHALL BE EXPRESSED AS HETALLIG-DERIVED FROH SULFATE-DEEP GREEN (FE504H20) A HINIHUH ANALYSIS Of 200% AND '18.3% RETAINED ON A 10 HESH SCREEN. 2.1.6. GYPSUH, AGRICULTURAL GRADE GYPSUH SHALL BE A (CA504H20) CA!%1U~~ A 50 HESH SCREEN. 2.2. PLANTIN& BACKFILL_SHALL_ BE A THOROU6HLY BLENDED HIXTURE OF EXCAVATED SOIL FROM THE PITS AND SOIL AHENDMENTS AT THE RATE RE_COMHENDED IN THE SOIL TEST RESULTS. 2.3. PLANT HATERIALS 2.3.1, QUALITY, PROVIDE TREES, SHRUBS, AND OTHER PLANTS OF SIZE, 6ENUS, SPECIES, AND VARIETY SHOV-.N AND SCHEDULED FOR LANDSCAPE V-.ORK AND COMPLYING V-.ITH RECOHHENDATIONS AND REQUIREMENTS OF ANSI Z60.I "AMERICAN STANDARD FOR NURSERY STOCK." 2.3.2. CONTAINER STOCK (I GAL., 5 GAL., 15 GAL., BOXES) SHALL HAVE BEEN GROV-.N IN CONTAINER FOR AT LEAST SIX HONTHS, BUT NOT OVER TV-.0 YEARS. NO CONTAINER PLANTS THAT HAVE CRACKED OR BROKEN BALLS OF EARTH, V-.HEN TAKEN FROH THE CONTAINER, SHALL BE PLANTED, EXCEPT UPON SPECIAL APPROVAL. NO TREES V-.ITH DAHA6ED ROOTS OR BROKEN BALLS SHALL BE PLANTED. 2.3.3. TREES, PROVIDE TREES OF HEIGHT AND -V-.IDTH SCHEDULED OR SHOV-.N AND V-.ITH BRANCHING CONFIGURATION RECOHMENDED BY ANSI Z60.I FOR TYPE AND SPECIES REQUIRED,. UNLESS OTHERv-.lSE SPECIFIED QUANTITIES SHALL BE FURNISHED AS NEEDED TO COHPLETE V-.ORK SHOV-.N ON DRAV-.INGS. PROVIDE 51N6LE STEH TREES EXCEPT V-.HERE SPECIAL FORMS ARE SHOV-.N OR LISTED. 2.3.4. SHRUBS, PROVIDE SHRUBS OF THE HEIGHT AND V-.IDTH SHOV-.N OR LISTED REQUIRED BY ANSI Z60.l FOR TYPE AND HEIGHT OF SHRUB REQUIRED. 2.4. GROUND COVER __ HATERIALS __ _ -.. 2.4.1. SEED, PROVIDE FRESH, CLEAN, NEV',-CROP SEED COHPLYIN6 V-.ITH TOLERANCE FOR PURI_TY AND GERHINATION ESTABLISHED BY OFFICIAL SEED_ ANALYSTS OF NORTH_ AHERICA. PROVIDE SEED_ HIXTURE GOHPOSED OF SEED SPECIES, PROPORTIONS AND HINIHUM PERCENTAGES Of PURITY, 6ERHINATION, ANDMAXIHUH.PERCENTA6E OF V'IEED SEED, AS SPECIFIED IN THE "SCHEDULE OF SEED _HIXTURES" INDICATED ON _PL_ANS. 2.4.2. PROVIDE GROUND COVER. PLANTS ESTABLISHED _AND V-.ELL ROOTED IN FLAT REMOVABLE CONTAINERS .AND V-.ITH NOT LESS THAN MINI HUH NUMBER AND. LENGTH OF RUNNERS REQUIRED BY ANSI Z60.I FOR THE POT SIZ_E SHOV-.N OR LISTED. 2_.5. HYDROS_EED COMPONENTS AND ADDITIVES _ _ 2.5.1. HATEi<.IALS, ALL HATERIALS SHALL BE STANDARD, APPROVED, FIRST GRADE QUALITY. AND I_N F'RIHE CONDITION V-.HEN INSTALLED. ALL COMHERCIAL PROCESS OR_PACKAGING HATERIAL SHALL BE DELIVERED TO THE SITE IN THE ORIGINAL UNOPENED CONTAINERS BEARING THE MANUFACTURER'S GUARANTEED ANALYSIS. 2.5.2. BINDER -AZ-TAC OR EQL)AL. . 2.5.3. CELLULOSE FIBER HULCH -V-.EYERHAUSER "SILVA-FIBER" OR EQUAL. 2.6. MISCELLANEOUS LANDSCAPE HATERIALS 2.6.1. STAKING HATERIAL STAKES SHALL BE OF LODGEPOLE PINE. THESE SHALL BE STRAIGHT SHAFTS, SHAVED AND CUT CLEAN AND BARE OF BRANCHES AND STUBS, OF UNIFORM THICKNESS V-.ITH A MINIHUH DIAMETER OF 2 INCHES, FREE OF LOOSE KNOTS, SPLITS OR BENDS. STAKES SHALL BE NO LESS THAN TEN (10) FEET IN LENGTH. TREE TIES SHALL BE V.I.T. CINCH-TIE OR APPROVED EQUAL. PART 3 -EXECUTION 3.1. PREPARATION -GENERAL 3.1.1. ALL ROCK AND OTHER 6ROV-.TH OR DEBRIS ACGUHULATED DURING THE DURATION OF THE PROJECT SHALL BE REHOVED FROH THE SITE. 3.1.2 GRADING AND SOIL PREPARATION V-.ORK SHALL BE PERFORHED ONLY DURING THE PERIOD V-.HEN BENEFICIAL AND OPTIHUH RESULTS MAY BE OBTAINED. IF THE HOISTURE CONTENT OF THE SOIL SHOULD REACH SUCH A LEVEL THAT_ V-.ORKING IT V-.OULD PESTROY_ SOIL STRUCTURE, SPREADING AND 6RADING OPERATIONS S_HALL BE SUSPENDED UNTIL_ THE HOISTURE CONTENT IS INCREASED OR _REDUCED TO ACCEPTABLE LEVELS AND THE DESIRED RESULTS ARE LIKELY TO BE OBTAINED. ___ _ 3.1.3. _ALL SCALED. DIMENSIONS ARE APPROXIHATE. BEFORE PROCEEDING V-.ITH ANY V-.ORK, CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND IHHEDiATEL Y INFORM THE LANDSCAPE ARCHITECT OF ANY DISCREPANCY BETV-.EEN THE DRAV-.INGS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS. 3.1.4. QUANTITIES FOR PLANT HATERIALS ARE SHO/'IN FOR CONVENIENCE ONLY, AND NOT GUARANTEED. CHECK AND VERIFY COUNT AND. SUPPLY SUFFICIENT NUHBER ·To FULFILL_ INTENT OF DRAv-.lNGS. CERTIFY ANY CLARIFICATIONS V-.ITH THE LANDSCAPE _ARCHITECT. ADEQUATE_LY STAKE, BARRICADE, AND PROTECT ALL IRRIGATION.EQUIPHENT, MANHOLES, UTILITY LINES, AND OTHER EXISTING PROPERTY.DURIN6 ALL PHASES OF THE SOIL AMENDING, PLANTING AND GRADIN6 OPERATIONS. .. _ .. -. _ _ -_-__ _ _ _ _ . __ _ 3.1.5. CONTRACTOR _SHALL SUPPLY SIGNED COPIES OF REQUIRED CERTIFICATES, TRIP SLIPS, AND INVOICES FOR SOIL PREPARATION HATERIALS, AND .SHALL INVOICE SUCH HATERIAL, COHPARING THE TOTAL QUANTITIES OF EACH HATERIAL FURNISHED AGAINST THE TOTAL AREA TO EACH OPERATION. IF THE HINIHUH SOIL PREPARATION RATES OF APPLICATION HAVE NOT BEEN HET, THE LANDSCAPE ARCHITECT V-.ILL REQUIRE AT NO COST TO OV-.NER, THE DISTRIBUTION OF ADDITIONAL QUANTITIES OF THESE HATERIALS TO FULFILL THE HINIHUH APPLICATION REQUIREMENTS SPECIFIED. 3.2. FINISH GRADING 3.2.1. FINISH GRADING, FINISH GRADES SHALL BE AS INDICATED ON THE CIVIL ENGINEER'S DRAV-.INGS AND LANDSCAPE DRAV-.INGS. 3.2.2. FINISH GRADES SHALL BE HEASURED AS THE FINAL V-.ATER COHPACTED AND SETTLED SURFACE GRADES; AND SHALL BE V-.ITHIN PLUS OR HINUS 0.1 FOOT OF THE SPOT ELEVATIONS AND 6RADE LINES INDICATED ON THE DRAV-.IN6. 3.2.3. MOLDIN6 AND ROUNDING OF THE GRADES SHALL BE PROVIDED AT ALL CHANGES IN SLOPE V-.HERE REQUIRED BY THE LANDSCAPE ARCHITECT. 3.2.4. ALL UNDULATIONS AND IRREGULARITIES IN THE PLANTING SURFACES RESULTING FROM TILLAGE, ROTOTILLIN6 AND ALL OTHER OPERATIONS SHALL BE LEVELED AND FLOATED OUT BEFORE PLANTING OPERATIONS ARE INITIATED. 3.2.5. THE .CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAHA6E TO SPRINKLER HEADS, .IRRIGATION LINES, AND OTHER_ UNPERGROUND UTILITIES DURING HIS 6RADING AND CONDITIONING OPERATIONS. 3.2.6. FINAL FINISH GRADES SHALL INSURE POSITIVE DRAINA6E OF THE SITE V-.ITH ALL SURFACE DRAINAGE Av-!AY FROM BUILDINGS, v-!ALLS, AND TOl-'lARD ROADv-!AYS, DRAINS AND CATCH BASINS. 3.2,1. FINISH GRADE SHALL MATCH THOSE OF THE CIVIL ENGINEER'S DRAV-.INGS. FINAL GRADES SHALL BE ACCEPTABLE TO THE LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS V-.ILL BE ALLOV-.ED TO BEGIN. S.S. PREPARATION FOR PLANTING AREAS 3.3.1: SOIL CONDITIONING, FERTILIZING ¢. ROTOTILLING, -AFTER THE PLANTING AREAS HAVE BEEN GRADED, APPLY SOIL AMENDMENTS AND INITIAL FERTILIZERS AS SPECIFIED IN ALL LAV-.N AND GROUND COVER AREAS V-.ITH A SLOPE OF 3d OR FLATTER. ALL LAV-.N AREAS SHALL BE CROSS-RIPPED IN TV-.0 DIRECTIONS TO A DEPTH OF 8 INCHES MINIMUM BELOV-. FINISH GRADE. DURING THIS OPERATION, ALL STONES OVER I INCH IN GREATEST DIMENSION SHALL BE REMOVED. REMOVE HIGH AREAS AND FILL IN DEPRESS.IONS. TILL TO A DEPTH OF NOT LESS THAN 6 INCHES BY ROTOTILUNG A M_INIMUM Of TV-.0 (2) ALTERNATING PASSES. TILL SOIL TO A HOMOGENEOUS MIXTURE OF FINE _ TEXTURE, FREE OF LUMPS, CLODS, STONES, ROOTS AND OTHER EXTRANEOUS MATTER. GRADE SHALL _BE RETURNED TO THE CONDITION OF THE APPROVED 6RADIN6 PLANS. 3.3.1.1. PRIOR TO PREPARATION OF UNGRADED AREAS DESIGNED TO BE LANDSCAPED, REMOVE EXISTING VEGETATION AND v-.EEDS. PROPERLY DISPOSE OF SUCH MATERIAL OUTSIDE OF OV-.NER'S PROPERTY. 3.3.1.1.1. SOIL AMENDMENTS SHALL BE APPLIED AT THE RATES RECOMMENDED BY THE SOIL TESTIN6 LAB. THE FOLLOV-.ING SCHEDULE IS FOR BIDDING PURPOSES ONLY. ADJUSTMENTS MAY BE NECESSARY. s.s:1.1.1.1. ORGANIC AHENDMENT 6 cu. YD. PER 1,000 SQ. FT. 3.3.1.1.1.2. IRON SULFATE, 20 LBS PER 1,000 SQ. FT. 3.3.1.1.1.3. GYPSUM, 120 LBS PER 1,000 SQ. FT. 3.3.1.1.1.4. PRE-PLANT FERTILIZER, SO LBS PER 1,000 SQ. FT. 3.3.2 ALL SLOPE AREAS 2, I OR STEEPER SHALL RECEIVE GYPSUM AT A RATE OF 120 LBS. PER 1,000 SQ. FT. 3.4. EXCAVATION FOR TREES AND SHRUBS 3.4.1. CONTAINERGROV-.N STOCK IN CANS SHALL BE REMOVED V-.ITHOUT DISTURBING THE ROOT BALL. STOCK GROV-.N IN _BOXES SHALL HAVE BOTTOMS REMOVED. ALL USED CONTAINERS SHALL BE REMOVED TO THE STORAGE AREAS OR FROM THE SITE. EACH TREE AND SHRUB SHALL BE PLACED IN THE CENTER OF THE HOLE AND SHALL BE SET PLUMB, REMOVE SIDES OF BOXES AND HOLD Rl6IDLY IN POSITION UNTIL THE PLANTIN6 BACKFILL HAS BEEN TAMPED AROUND EACH ROOT BALL. _ B.4.1.1. FOR CONTAINER 6ROV-.N STOCK, EXCAVATE AS SPECIFIED FOR SIZE OF CONTAINER V-.IDTH AND DEPTH. B.4.1.2. DISPOSE OF EXCESS SUBSOIL REMOVED FROM PLANTIN6 EXCAVATIONS. B.4.1.B. FILL EXCAVATIONS FOR TREES AND SHRUBS V-.ITH V-.ATER AND ALLOY', V-.ATER TO PERCOLATE OUT PRIOR TO PLANTIN6. B.5. PLANTIN6 TREES AND SHRUBS 3.5.1. ALL PLANTS SHALL BE SET AT SUCH A LEVEL THAT AFTER SETTLIN6, THEY BEAR ONE INCH ABOVE THE SURRO.UNDIN6 FINISH GRADE AS THEY BORE TO THE.SOIL LINE 6RADE IN THE CONTAINER. LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET SUITE "C" C A R L S B A D, C A. 9 2 0 0 8 (760)719-8637 FAX.D60)719-8J24 DATE: 12-5-14 1-14-15 JOB NO.: 21414 SCALE: 3.5.2. PLANTIN6 TABLETS SHALL BE PLACED IN EACH TREE AND SHRUB PLANTIN6 HOLE AT THE FOLLOV-.ING RATE, 3.5.2.I. 1-21 6RAM TABLET PER I GALLON CONTAINER. 3.5.2.2. 3-21 6RAM TABLETS PER 5 6ALLON CONTAINER. 3.5.2.3. 4-21 6RAM TABLETS PER 15 6ALLON CONTAINER. 3.5.2.4. 1-21 6RAH TABLET PER EACH 4 INCH OF BOX SIZE. 3.5.2.5. 1-5 6RAM TABLET PER FLATTED OR LINER PLANT. B.5.3. NO PLANT V-.ILL BE ACCEPTEP IF THE ROOTBALL 15 BROKEN OR CRACKED, EITHER BEFORE, DURIN6 OR AFTER THE PROCESS OF INSTALLATION. 3.5.4. V-.ATER BASIN SHALL BE FORHED AROUND EACH TREE AND SHRUB PER DETAIL. ALL PLANTS SHALL BE THOROU6HLY v-!ATERED IMMEDIATELY AFTER PLANTIN6. 3.5.5. V-.HEN DIRECTED BY THE LANDSCAPE ARCHITECT, CONTRACTOR SHALL PRUNE, THIN OUT, AND SHAPE TREES AND SHRUBS IN ACCORDANCE V-.ITH STANDARD HORTICULTURAL PRACTICE. PRUNE TREES TO RETAIN REQUIRED HEIGHT AND SPREAD. UNLESS OTHERv-.lSE DIRECTED BY LANDSCAPE ARCHITECT, DO NOT CUT TREE LEADERS, AND REMOVE ONLY INJURED OR DEAD BRANCHES FROM FLOV-.ERIN6 TREES, IF ANY. PRUNE TREES AND SHRUBS TO RETAIN NATURAL CHARACTER. 3.5.6. REMOVE AND REPLACE EXCESSIVELY PRUNED OR MISFORMED STOCK RESUL TIN6 FROH IMPROPER PRUNING. 3.5.1. STAKE TREES IMMEDIATELY AFTER PLANTIN6, AS INDICATED. ALL TREES, 15 6ALLON AND SMALLER SHALL BE SIN6LE STAKED, 24" BOX AND LARGER SHALL BE DOUBLE STAKED AS INDICATED ON DRAV-.IN65. THE STAKES SHALL BE DRIVEN IN PLUMB AND SECURE. SPECIAL GARE SHALL BE TAKEN THAT THE DRIVIN6 IN OF THE STAKE DOES NOT DAMA6E THE TREE ROOTS OR ROOTBALL. TREE TIES SHALL BE FASTENED PER DETAIL. 3.1. PLANTIN6 GROUND COVER 3.1.1. SPACE GROUND COVER PLANTS AS INDICATED OR SCHEDULED. B.1.2. Dl6 HOLES LAR6E ENOU6H TO ALLOV-. FOR SPREADING OF ROOTS AND BACKFILL V-.ITH PLANTING SOIL. V-.ORK SOIL AROUND ROOTS TO ELIMINATE AIR POCKETS AND LEAVE A SLl6HT SAUCER INDENTATION AROUND PLANTS. v-!ATER THOROU6HLY AFTER PLANTIN6, TAKIN6 CARE NOT TO GOVER CROV-.NS OF PLANTS V-.ITH V-.ET SOILS. PROVIDE PLANT TABS PER SPECIFICATION 3.5.2. 3.1.3. PROVIDE 3 INCH THICKNESS OF BARK MULCH IN ALL NON-TURF PLANTIN6 AREAS LESS STEEP THAN 3,1 (RIPARIAN AREAS EXCLUDED) 3.8. POST FERTILIZATION 3.8.1. POST FERTILIZATION FOR ALL AREAS SHALL OCCUR AFTER PLANTIN6 AT A RATE SPECIFIED IN THE SOIL TEST RECOMMENDATIONS. 3.'1. MAINTENANCE PERIOD 3.'1.1. THE MAINTENANCE PERIOD BEGINS ON THE FIRST DAY AFTER ALL LANDSCAPE, IRRl6ATION, AN_D ALL OTHER INDICATED OR SPECIFIED V-.ORK ON THIS PROJECT 15 COMPLETE, CHECKED, ACCEPTED AND V-.RITTEN APPROVAL FROM THE LANDSCAPE ARCHITECT IS 6IVEN. .3.'1.2. THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL INVOLVED AREAS OF THE CONTRACT DURING THE PR06RE55 OF THE V-.ORK AND DURING THE MAINTENANCE PERIOD UNTIL THE FINAL ACCEPTANCE OF THE V-.ORK. 3.'1.3. THE MAINTENANCE PERIOD SHALL CONTINUE UNTIL FINAL ACCEPTANCE, BUT IN NO CASE, LESS THAN '10 DAYS AFTER APPROVED COMPLETION OF LANDSCAPING. B."i.4. THE CONTRACT COMPLETION DATE OF THE CONTRACT MAINTENANCE PERIOD V-.ILL BE EXTENDED, V-.HEN IN THE OPINION OF THE LANDSCAPE ARCHITECT, IMPROPER MAINTENANCE AND/OR POSSIBLE POOR OR UNHEALTHY CONDITION OF PLANTED MATERIAL OR UNESTABLISHED NON-COVERING LAV-.NS ARE EVIDENT AT THE TERMINATION OF THE SCHEDULED MAINTENANCE PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL MAINTENANCE OF THE V-.ORK AT NO CHAN6E IN CONTRACT PRICE UNTIL ALL OF THE V-.ORK IS COMPLETED AND ACCEPTED LANDSCAPE ARCHITECT. 3.'1.5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAININ6 ADEQUATE PROTECTION OF THE LANDSCAPE AREAS. DAMAGED AREAS SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. 3."i.6. THE CONTRACTOR MAINTAIN TREES, SHRUBS, AND OTHER PLANTS BY PRUNIN6, MOV-.ING, CULTIVATIN6, AND V-.EEDIN6 AS REQUIRED FOR HEAL THY 6ROV-.TH; CONTRACTOR SHALL RESTORE PLANT V-.ATERIN6 BASINS, Tl6HTEN AND REPAIR STAKE AND 6UY SUPPORTS, RESET TREES AND SHRUBS TO PROPER 6RADES OR VERTICAL POSITION AS REQUIRED, AND SPRAY AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. 3.10. CLEANUP AND PROTECTION 3.10.1. PURIN6 LANDSCAPE V-.ORK, KEEP PAVEMENTS CLEAN AND V-.ORK AREA IN AN ORDERLY CONDITION. 3.10.2. PROTECT LANDSCAPE V-.ORK AND MATERIALS FROM DAMA6E DUE TO LANDSCAPE OPERATIONS, OPERATIONS BY OTHER CONTRACTORS AND TRADES, AND TRESPASSERS. HAINTAIN PROTECTION DURIN6 INSTALLATION AND MAINTENANCE PERIODS. TREAT, REPAIR, OR REPLACE DAMAGED LANDSCAPE V-.ORK AS DIRECTED. 3.11. SITE OBSERVATION VISITS, 3.11.1. SITE OBSERVATION VISITS HEREIN SPECIFIED SHALL BE MADE BY THE CITY INSPECTOR AND THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL REQUEST SITE OBSERVATION IN 48 HOURS ADVANCE OF THE TIME OBSERVATION 15 REQUIRED. ' 3.11.2. SITE OBSERVATION V-.ILL BE REQUIRED FOR THE FOLLOV-.IN6 PARTS OF THE V-.ORK, 3.11.2.1. INCORPORATION OF SOIL CONDITIONER AND FERTILIZER INTO THE SOIL. 3.11.2.2. UPON COMPLETION OF FINISH 6RADIN6 PRIOR TO PLANTIN6. 3.11.2.S. APPROVAL OF PLANT MATERIALS. 3.11.2.4. V-.HEN FLANTIN6, AND ALL OTHER INDICATED OR SPECIFIED V-.ORK, EXCEPT THE MAINTENANCE PERIOD, HAS BEEN COMPLETED. B.11.2.5. FINAL SITE OBSERVATION VISIT AT THE COMPLETION OF THE MAINTENANCE PERIOD. THIS SITE OBSERVATION VISIT SHALL ESTABLISH THE BEGINNIN6 DATE FOR THE v-!ARRANTY PERIOD OF PLANT MATERIAL. S.11.2.6. UPON COMPLETION OF THE V-.ARRANTY PERIOD. 3.11.3. ACCEPTANCE, UPON COMPLETION OF THE FINAL SITE OBSERVATION VISIT AND THE V',ORK OF THIS SECTION, THE FOR COMPLETION AND ACCEPTANCE. 3.11.4. THE CONTRACTOR OR HIS AUTHORIZED REPRESENTATIVE SHALL BE ON THE SITE AT THE TIME OF EACH SITE OBSERVATION VISIT BY THE LANDSCAPE ARCHITECT. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS REVIEWED BY: INSPECTOR "AS-BUILT EXP. " .1-----+--+-------------------t-----t-----t-----t--~ ~ CITY OF CARLSBAD ~ , _ PLANNING DIVISION PLANTING> SPECIFICATIONS DATE DATE !SHEETS ! : 6 ' I HIGHLAND / JAMES SUBDIVISION CARLSBAD, CA 92008 j APPROVED PLANNING I DWN BY: -~-PROJECT NO. "occcR-cAWcclN_G_No.- DATE INITIAL CHKD BY:___ Ci""'"-""'"-40. .,_ "-I .f'\ DATE INITIAL DATE INITIAL DRAWN BY: . ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: svo-sv,-, '-'--'"'-'-'t' L __________________________ __;__.........,_;_ ____________ _:=----=============---===============================================================~-J_J