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HomeMy WebLinkAboutDWG 370-4L; SDP 97-17; OCEAN STREET CONDOMINIUMS; 01-06CITY □F CARLSBAD NOTES AND REQUIREMENTS 1.01 SLOPES REQUIRING ER□SI□N C□NTR□L MEASURES AS SPECIFIED HEREIN SHALL BE TREATED w'ITH □NE □R MORE □F THE F□LL□w'ING PLANTING STANDARDS, A. STANDARD #1 -COVER CROP/ JUTE MESH, SEE SPECIFICATIONS. COVER CROP SHALL CE A SEED MIX TYPICALLY MADE UP □F QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/DR w'ILD FL□w'ERS. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TD PROVIDE 90% COVERAGE 'w'ITHIN THIRTY (30) DAYS. TYPE □F JUTE MESH SHALL AS APPROVED BY THE CITY AND STAKED TD THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. GREEN JUTE MESH SHALL BE REQUIRED w'HEN PLANTING OCCURS BETw'EEN AUGUST 15 AND APRIL 15. MAY BE USED, B, STANDARD #2 -GROUND COVER ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED 'w'ITH A GROUND COVER KNO'w'N TD HAVE EXCELLENT S□IL BINDING CHARACTERISTICS (PLANTED FR □M A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TD PROVIDE FULL COVERAGE 'w'ITHIN □NE YEAR). C. STANDARD #3 -L□'w' SHRUBS LO'w' SPREADING 'w'O□DY SHRUBS (PLANTED FR□M A MINIMUM OF' 2-3/4 INCH (2- 3/4') LINERS) SHALL C□VER A MINIMUM □F SEVENTY PERCENT (70%) □F THE SLOPE FACE CAT MATURE SIZD. TREES AND DR LARGE SHRUBS SHALL BE <PLANTED FROM A MINlMUM □, ONE. <l.) GALLON CONTAINERS) AT A MINIMUM RATE □F □NE (1) PLANT PER T'w'□ HUNDRED (200) SQUARE FEET. 2,01 TEMPORARY/ SPECIAL CONDITIONS AREAS GRADED FLATTER THAN 6•1 REQUIRE STANDARD #1 (COVER CROP) 'w'HEN THEY HAVE □NE □R M□RE OF THE F□LL□'w'ING CONDITIONS• B, A POTENTIAL EROSl□N PROBLEM AS DETERM.INEil BY THE CITY, C, IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS T□ THE PUBLIC DR HAVE SPECIAL C□NDITI□NS THAT w'ARRANT IMMEDIATE TREATMENT, NOTE• AREAS TD BE HYDR□SEEDED SHALL FIRST BE DISKED □R R□T□TILLED TD PROVIDE A B. IRRIGATION INSTALLATION □, IRRIGATION AS SHD\IN ON THE APPROVED PLANS SHALL COMMENCE w'ITHIN TEN (10) DAYS □F THE TIME \IHEN EACH SLOPE IS BROUGHT TD GRADE AS SHO\IN ON THE APPROVED GRADING PLANS. C, PLANTING AND IRRIGATI□N FDR THE AREAS DESCRIBED ABOVE SHALL BE COMPLETELY INSTALLED, AS SH□w'N □N THE APPROVED PLANS, 'w'ITHIN THIRTY (30) DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. D. LETTER □F CERTIFICATION (INSTALLATION) FRIABLE, LOOSE SEED BED. 1 ,THE LICENSED DESIGNER OF RECORD FDR ALL THE PROJECTS REQUIRING LANDSCAPE PLANS SHALL SUBMIT A LETTER TD THE CITY STATING THAT THE PROJECT HAS BEEN INSTALLED IN SUBSTANTIAL 3,01 INSTALLATION B□ND RELEASE AND MAINTENANCE REQUIREMENTS C□NF□RMANCE 'w'ITH THE APPROVED PLANS AND SPECIFICATIONS, PRIOR TD GRANTING A PERMIT □F OCCUPANCY □N PRIVATE A, INSTALLATION DEVELOPMENTS, DR I. PRIOR TD START □F GRADING, THE APPLICANT □R APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL □FA C□NSTRUCTI□N SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING □F THE SLOPE PLANTING AND IRRIGATION. 2. SPECIAL CONSIDERATION SHALL BE GIVEN TD 'w'ATER AND ELECTRICAL SERVICES. 3, IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES, 4. THE SCHEDULE SHALL SHD\J TIMING OF CONSTRUCTION OF FREE ST 'INDING, RETAINING AND CRIB-\JALLS IMMEDIATELY AFTER R□I IGH. GRADING AT EACH LOCATION IS ACHIEVED. B. PRI□R T□ APPROVAL □F CITY □F w'□RK D□NE □N PUBLIC PROPERTY THAT \IILL BE MAINTAINED BY CITY FORCES AND PRIOR TD THE REQUIRED MAINTENANCE PERIOD AS DESCRIBED IN SECTION 3.02,F(l-A), 3,02 MAINTENANCE(PUBLIC AND PRIVATE PROJECTS) A, C□NDITI□NS □F LANDSCAPES D. REPLANTING £.CHANGES TO THE APPROVED LANDSCAPE PROJECTS THAT REQUIRED APPROVED LANDSCAPE PLANS MUST MAINTAIN THE LANDSCAPE IN A MANNER IN SUBSTANTIAL CONFORMANCE 'w'ITH THE APPROVED LANDSCAPE PLAN, ANY CHANGES TD THE APPROVED LANDSCAPES AFTER INSTALLATION MUST BE APPROVED BY THE CITY IN ADVANCE. N□TE, AREAS □F APPLICATION SHALL BE PER CITY □F CARLSBAD LANDSCAPE MANUAL, SECT, IV.E.3-1.2.1. ALL TREES, SHRUBS, GROUND COVERS, AND OTHER PLANT MATERIAL w'HICH HAVE BEEN PLANTED AND \JHICH, DUE TD ACCIDENT, DAMAGE, DISEASE, DR OTHER CAUSE, FAIL TD SH□'w' A HEAL THY GR□'wTH, SHALL BE REPLACED. REPLACEMENT PLANTS SHALL C□NF□RM TO ALL STANDARDS THAT GOVERN THE ORIGINAL PLANTING INSTALLATION. OCEAN STREET CONDOMINIUMS CITY nr OCEANSIDE SITE • Nl!RTH N.T.S. CITY [If' VISTA ROAD SITE 3.03 RELEASE OF B□NDS A, LETTER □F CERTIFICATION (RELEASE OF BONDS) PRIOR TO RELEASE OF BONDS, THE LICENSED DESIGNER OF RECORD □N THE PROJECT SHALL SUBMIT A LETTER TO THE CITY ENGINEER CERTIFYING THAT HE OR SHE HAS INSPECTED THE \JDRK AND THAT THE PROJECT COMPLIES \JITH THE FOLLOVING CONDITIONS• APPROVED PLANS. 2. IS GRO\JING IN A HEAL THY AND THRIVING CONDITION. 3, ALL PLANTINGS REQUIRED UNDER SECTION IV-E OF THE CITY OF CARLSBAD LANDSCAPE MANUAL, POLICIES AND REQUIREMENTS HAVE BEEN ESTABLISHED AS AN EFFECTIVE SURFACE EROSION CONTROL. 4. THERE IS ND EVIDENCE OF EXCESSIVE RUNOFF FR□M THE IRRIGATION SYSTEM CAUSING A S□IL EROSION PROBLEM, B. AS BUILTS 1. PRIOR TO RELEASE OF BONDS, AS BUILT LANDSCAPE PLANS FOR THE BONDED \JDRK SHALL BE SUBMITTED T □ AND APPROVED BY THE CITY. 2, AS BUILT PLANS FOR AREAS TO BE EVENTUALLY MAINTAINED BY CITY FORCES SHALL BE APPROVED BY THE PARKS AND RECREA TI□N DIRECTOR, 3. AS BUILT PLANS SHALL BE DRAFTED CLEARLY TD THE SATISFACTION OF THE CITY, AND THE ORIGINAL MYLARS SHALL BE SUBMITTED TD THE CITY FOR THEIR KEEPING. GENERAL NOTES 1) THE CONTRACTOR MUST NOTIFY THE CITY PLAN CHECK CONSULTANT (619-438-1161) 72 HOURS (THREE WORKING DAYS), PRIOR TO STARTING CONSTRUCTION. 2) THE LANDSCAPE OR IRRIGATION CONTRACTOR IS TO VERIFY EXISTING P.S.I. AT JOB SITE PRIOR TO INSTALLING LANDSCAPE IRRIGATION SYSTEM. VERIFICATION SHALL BE MADE WITH THE APPROPRIATE WATER DISTRICT. 3) ALL REDUCED PRESSURE BACKFLOW PREVENTERS SHALL BE TESTED AFTER INSTALLATION, RELOCATION, OR REPAIRS BY A CITY APPROVED CERTIFlED TESTER. CALL 438-2722 FOR A LIST OF CITY APPROVED CERTIFIED TESTERS. DEVELOPER/OWNER IS RESPONSIBLE FOR SUPPL YING A COPY OF THE TEST RESULTS TO THE CMWD. 5950 EL CAMINO REAL. 4) THE CONTRACTOR IS REPONSIBLE FOR OBTAINING BUILDING AND PLUMBING PERMITS PRIOR TO COMMENCING WALL CONSTRUCTION AND IRRIGATION INSTALLATION, RESPECTIVELY. 5 IRRIGATION SYSTEMS FOR INDIVIDUAL PARCELS SHALL HAVE POINTS OF CONNECTION FOR THE SYSTEM BETWEEN THE WATER METER AND WATER SERVICE RISER INTO BUILDING AND AHEAD OF ANY WATER REGULATING DEVICE INSTALl.£D FOR BUILDING. JAMES P. BENEDETTI LANDSCAPE ARCHITECT 804-VAL SERENO DRIVE C>LIVENHAIN. CA 92024- (619) 759-2403 FAX (619) 759-2693 DECLARA 110N OF RESPONSIEI..£ CHARGE I HEREBY DECLARE THAT THE DESIGN OF THE IMPROVEMENTS AS SHO~N ON THESE PLANS COMPLIES ~ITH PROFESSIONAL STANDARDS AND PRACTICES. AS THE LANDSCAPE ARCHITECT IN RESPONSIBLE CHARGE OF THE DESIGN OF THESE IMPROVEMENTS, AS DEFINED IN SECTION 3703 OF THE BUSINESS AND PROFESSIONS CODE, I ASSUME FULL RESPONSIBILITY FOR SUCH DESIGN. I UNDERSTAND AND ACKNO~LEDGE THAT THE PLAN CHECK OF THESE PLANS BY THE CITY OF CARLSBAD IS A REVIE~ FOR THE LIMITED PURPOSE OF ENSURING THAT THE PLANS COMPLY ~ITH CITY PROCEDURES AND OTHER APPLICABLE POLICIES AND ORDINANCES. THE PLAN CHECK IS NOT A DETERMINATION □F THE TECHNICAL ADEQUACY OF THE DESIGN OF THE IMPROVEMENTS. SUCH PLAN CHECK DOES NOT, THEREFORE, RELIEVE ME OF MY RES.PONSIBTI ITY FDR THE. IlESIGN □f THESE. IMPROVEMENTS. JPBLA FIRM JAMES P, BENEDETTI LANDSCAPE ARCHITECT 804 VAL SERENO DRIVE OLIVENHAIN, CA 92024 ADDRESS 3058 LICENSE NO. 619/759-2403 PHONE AUGUST 24,1998 DATE ENWER',S),IGNA TURE REQUIRED ON PAGE 1 ENGINEERING PLAN CHECKER -- . ,,,,, ~---·"· -,.,., ... - ------ .. ' -, ... ,.,,.,. DATE INITIAL FNGINEER OF WOi::?K REVISION - --- -- ,,J, ~< ~ ,_ DESCRIPTION SHEET INDEX COVER SHEET PLANTING PLAN IRRIGATION PLAN LANDSCAPE DETAILS AND SPECIFICATIONS LANDSCAPE SPECIFICATIONS LANDSCAPE SPECIFICATIONS O~NER PALISOL / BLAIR 6555 INDIA #321 SAN DIEGO.,. CA 92101 619/233-2400 L-1 L-2 L-3 L-4 L-5 L-6 APPROVED FDR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT " PL __ EXP, ___ _ REVIEWED BY: INSPECTOR ----- DATE DATE ~ 1 CITY OF CARLSBAITT I SH-EETS-_J L!_J _ Pl.ANNING DEPARTMENT :J :__ ,. -· , ..... , .. ~ .. --· ·-·' ~-... , .. . DATE INITIAL DATE INITIAL ----=• OTHER APPROVAL CITY APPROVAL i COVER SHEET FOR1 OCEAN STREET CONDOMINIUMS 2653 & 2655 OCEAN STREET CARLSBAD, CAI IFORNIA - ASSIS OWN BY: __ _ CHKD BY: __ RVWD BY: , __ PROJECT NO. DRAWIN NO. SDP-17-17 870-4L ":r;, I C.M.W.D. PL 50' +7' SEALEVEL (0 $ +17"'+- SAND 1ERRACE 0 ;,, -~!. tt------f ~'1 i-----1, ) 2 OCEAN BLVD Al wATE~ CONSERVATION PLAN SCAI_E: 1 /8 = l' -0" 0) $ +2•0) 0 ~~~- ·~ ·~~ 'o;;.,,. """ ' !. 'o;;. ,,. ,'i,,.,;,. ~ !. "\i --0 ' --J>. CJ DITERRANEAN FAN PALM (~) ICEPLANT TRE ALOE ( 4) STA TICE (7) HERB GARDEN_ ANNUAL VEGETABLES STAR JASMINE (4) S TR E LI T Z I A_____li!_C''..~_9 U I ( 2 ) STAR ,JASMINE" (4) LIRIOPF GiGANTEA ( 7) IMPATIENS "" !. "'· ,. .. ~~,- ,.. !. 'o;;. ,;!o BIRD OF PAR AD I c,E (1_)'-------------1& "'•+-+---t , • • • • fl'-++-r++++++++++++ STAR _.1JASMINE (6) + ... + ... + ... +·•_,_~+~ MEXICAN FAN PALM 1 + + + + + + .+++--t.+_,_+ ... + ... +_,_+t+~ 'l'l---+--l----1 + + + + •· , ... 1" 1" + t-+ t-+ -i-+ -t--i-+ + + t +-+ ++++++ + .,. ... .. + .. 0+--+---L++•++ + ++++ -'---P---'-Y-=-G-'---M-'---Y---=D::..:.' A_T--=E_;:,_A...cL=---M----'-( 2~)'------_/c,,,K>'-'-!! "'--'.' ~...1,.J...J":7'"--'---."--"...C::..:..c..11/"' (";RASS CRE-rE ENCROACHMENT PlRMIT REQ'D _ _,,- BEACH PL 50' +7' $ +ff+- SAND TERRACE CEAN BL VD. FOR DEVELOPMENT IN DFDICA TED AREA ..---. LANDSCAPE PLAN 5 SCALE: 1 /8 = 1' -0" "AS-BUILT .. APPROVED FDR PLANTING AND IRR I GA TI □N □NL Y. INCLUDING PRECISE LOCATION OF PLANTING AREAS. P.E:. ---EXP, ___ _ DATE REVl[WLD BY INSPECTOR DATE I " " ' ' _,.. ,/ ' ' ' ' ' ' " " ' ' ' ' ICEPLANT MEDITERRANEAN FAN PALM (2) ICE PLAN l TRE ALOE (6) DWARF SAMPSON TANGELO (1) ANNUALS DWARF LEMON ( 1) DWARF UME (1) CLIMBING ROSE (2) ST AR JASMINE ( 4) TRES ALOE (7 0) BIRD OF PARADISE 3 EW PROPERTY LINE REVIOUS PROPERTY LINE BIRD OF PARADISE (2) COMMON NAME TREES ~0-SEMI-DwARF ~ SEMI-D\JARF ~LA.NT l_Ec--;EN[l BLJTANICAL NAME SAMPSON TANGELL □ EUREKA LEMON MLXICAN LIME SIZE/QUANTITY 24" BOX -2 24' BOX -2 24' BOX -2 ~-SEf-11-DwARF 0 RYGHY DA TE PALM • --MEDITERRANEAN FAN -MEXICAN FAN PALM PALM PHOENIX ROEBELENII CHAMAFROF'S HUMILIS 2'-,<'i'BT MULTI 3 TRUNK MIN. -2 2"-3'BT MULTI 3 TRUNK MIN. -4 " -Ill FLOVERING VINE CLIMBIN 1.o ROSE ST AR JASMINE WASH'NGTONIA ROBlJSTA 1 O' --1 RLJSA BANKSIAE TRACHFLOSPERMUM JASMINOIDES 5 GAL 2 5 GAL -18 SHRJB F'.LANTINGS o---TREF ALOE @-STRELIT?TA NICHOLII ALCE ARBDRESCENS STREl. .. lTZ!A NICHOLII EXIST./1 GAL. -20 5 GAL -2 ANNUALS HERBS/ ANNUAI_S IMPA T ![NS "BUSY L!ZZIE" TD BF INSTALLED PER SEASON IMPATlENS \JALLERIANA 4" POTS @ 12' O.C. 4" POTS @ 12' O.C. GROUND COVER Wi""'~ ICEPLANT ~>-~ TURF .__:__-----STATICE CARP □RROTUS EDULIS D\JARF MEDALLION BLEND LIM □NIUM PEREZII FLA TS @ 12' O.C. SEEDED/SOD I GAL le' 18" 0 C, -15 SPECIMEN .£ BIRD OF PARADISE 0~GIANT l .... ILY TURF- STRFLITZIA REGINAE LJRT □PE GIGANTEA REFERENCE SITE PLAN Al FOR HARDSCAPE. IRRIGATION NO-E 5 GAL. -6 1 GA:_ -7 ALL PLANllNG AREAS TO BE IRRIGATED ACCORDING TO PLANT TYPE AND ENVIROMENTAL EXPOSURE. Pl ANTS SHALL RECEIVE UNIFORM IRRIGATION COVERAGE BY MEANS OF AN AUTOMATICAL.l Y CONTROLLED, El.ECTRIC.;LL Y ACTIVATED UNDERGROUND PIP[D IRRIGATION SYSTEM FOR WATER CONSERVATION. STA rE: OF THE ART AUTOMATIC CONTC/OLLER AND LOW PRECl?ITATION RATE EOUIPMENT SHALL BE USED A REDUCED PRESSURE BACl<FLOW PREVENTER WILL BE USED TO PROTECT fHE SOURCE OF WATER FROM POSSIBLE BACKFLOW CONTAMINATION. ALL. PRESSURIZED MAINLINE AND LATERAL LINES WILL BE PVC INSTALLED BFLOW GRADE ALL IRRIGATION SYSTEMS SHALL BE INSTALLED PER THE LOCAL AND REGIONAL STANDARDS. THE LANDSCAPE AND IRRIGATION SYSTEMS SHALL BE DE:SIGNE:D UTILIZING ALL SEVEN OF THE: PRINCIPALS OF "XERISCAPF". * GOOD DESIGN SHALL BE ACHIEVED BY SEPARATING IRRIGATION SYSTEMS PER THE: MICRO CLIMATIC AND PLANT ZONES • THE SOIL SHALL BE AMENDFD UTILIZING AN AGRONOMATIC SOILS REPORT. • CAREFULLY PLANNED USES OF SHRUB AND TURF AREAS THROUGHOUT THE PROJECT SITE * UT:LIZING DROUGHT TOU.J!ANT AND LOW WATER DEMANDING PLANT MATERIAL AS MUCH AS POSSIBLE. * U flLIZING EFFICIENT IRRIGATION METHODS. • UTILIZING MULCH IN ALL FLOWER AND SHRUB BEDS. • UTlclZING PROPER LANDSCAPE MAINTENANCE AND MANAGE:MENT PRACTICE:S. PLANT ZONE PE:RCE:NTAGES ZONE ONE .387.5 SF OR 22% OF TOTAL LANDSCAPE AREA ZONE TWO: 59.5 Sf' OR 3% OF TOTAL LANDSCAPl AREA ZONE THREE: 311 SF OR 18% OF TOTAL LANDSCAPE AREA ZONE FOUR 951 SF OR 56% OF TOTAL LANDSCAPE AREA TOTAL LANDSCAPE AREA = 1711 SF OR S4% OF TOTAL SITE TOTAL PROJECT AREA = 7000 SF OR 76 ACRES LANDSCAPE MAINTENANCE R[SPONSIBIUTY FOR ALL PRIVATE AND COMMON LANDSCAPE AREAS SHALL BE PROVIDED BY THE OWNER OR THE OWNER'S REPRESENTATIVE. 0 l' 2 4' 1 O' DJl I ~-~ SCALE L-2 -·----·+·---+----+----+---I [-SHEET 11 CITY OF CARLSBAD 11 SHEETS I .----,---+------------------· ------11----+--+------I L 2 _ PLANNING DEPARTMENT 8 t---------t ---I-------------------,-, .. ---+--+---+-----l ~ ,------,-, .. ·-+---------LANDSCAPE: PLANS ,OR 1----+-----+----------.,--------+------,-,..,. ___ t,------t-----t OCEAN STREET CONDOMINIUMS I----+----+---------------------+-----t------t---+-------l 26f3 & 2655 OCEAN STREET ..3/ARLSBAD, CALIFORNIA 1--------1--+-----------------+-----t---·· +------t-----t ~========::=:==::====;::;s:;¥ ,, ______ _ 1------+-----t---·---------.---------___ _,'---+---=--=--=1----=--=--=-::::===-:::: ~A::::::P::::::PR::::::O:::::V=E~;::::_/=;;=-1u-~·--~;::::_=-=-=---=---=---=--=-~~=-~~=-~~:::;-/.;:::tl=·/f"-.. D--... 7,A. TfE ··-1 ASSISTAN;;:'.,PLANNING DIRECTOR ,. 1---□A_T_E-+--,,.-m-AL-+------------·------:·-=D=AT=E=:::::_,N::::_,r-:=_,A-L __ -.. +-·--_~o=AT=E==-=,--MIT=IA=L~ ~R.:VWWH~DDB~BYY: :.-=----·-·---,_J' -~-P-RO_J_E-CT_N_O_. -~I D:A,,·W···ol.N.-G4NL-o:l ENGINEER OF WORK REVISION DESCRIPTION , OTHER APPROVAL CITY APPROVAL _ SDP-17-17 • 0 I ® ~ 0 2. r: ® CD FINISH GRADE (FLUSH t" IN GROUNOCOVEl't) IN WRF @ CONTROL VALVE ® REMOTE CONTROL VALVE © PVC MALE ADAPTER (SEE SPECS) ® PVC FEMALE ADAPTER @ PVC hWNt..tNE 0 SCH. 80 UNION @ SOLENOID ® 1 CU. FT. PEA GRAVEL 0 TECHLINE DISC FILTER © IRRIGATION WATER MAINLINE @ PVC SCH 40 TEE (SSS) OR ELL (SS) ON MAINLINE 0 BRICK SUPPORTS © UNDISTURBED/COMPACTED SUBGRADE ® PLASTIC VALVE BOX 0 UNDISTURBED/COMPACTED SUBGRADE (12", W/PURPLE LID) HEAT BRAND "Rev" ONTO LID © PVC SCH 4D MALE ADAPTER ® 80f1WL WIRESxtR'iUN~ AND TAPE @ PVC LATERAL TO SPRINKLERS W 4 MIN. E WIRE @) PVC LATERAL FROM RCV A DRIP R_c_v_ A55EMBL Y 0 t t © .!..!..!. . "II~ 311ll.LW~ -- 2 ®-----' B (D BALL VALVE © FINISH GRADE IN WRF 1" IN G.C. @ PVC SCH 80 UNION (z) VALVE BOX @) SHORT PVC SCH. 80 NIPPLE (LENGTH AS REQ'D) @ COMPACTED SUBGRAOE 0 BRICK OR CONC. SUPPORTS ON COMPACTED SUBGRADE © PVC SCH 40 FEMALE t;'\ 1 CV. FT. (WN.) PEA ADAPTER (lYP.} \V GRAVEL SU~P BALL VALVE IRRJGA.TION. 02B10-11 SECTION 02810 IRRIGATION PART l -GE:~RAl. 1.01 GENERAL C□NDITI□NS, A, THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1 ARE AN ADDED PART □F THIS SECTION AND THE CONTRACT FDR THIS IJlJRK AND APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1.02 SCOPE• A. THE 'J□RK TNCI I IDES ALL SERVICES, LABllR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TD PERFORM THE w'□RK INDICATED □N THE DRAw'INGS AND AS SPECIFIED. THE GENERAL CONDITIONS AND DIVISION 1 APPLY T□ THIS SECTION AS FULLY AS: IV REPEATEB HEREIN. 1. RELATED w'□RK• CA) LANDSCAPING SECTION C 02900 ) I,03" SUBM! I I ALS• A. SUBMIT A LIST □F ALL !RR!GATI□N EQUIPMENT TD BE USED, MANUFACTURER7S BROCHURES, MAINTENANCE MANUALS, GUARANTEES AND OPERATING INSTRUCTIONS. 1.04 GUARANTEE, A, FURNISH GUARANTEE IN ACCORDANCE w'ITH THE GENERAL CONDITIONS, FOR A PERIOD □F □NE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE -AT THE CDNCl.lJSl□N □F THE MAINTENANCE PERIOD - □N COMPLETE w'ATER IRRIGATION SYSTEM, INCLUDING N□NSETTLING □F THE BACKFILL IN TRENCHES w'HICH, IF OCCURS, SHALL BE CORRECTED, INCLUDING REPAIRS AND/DR REPLACEMENT □F ANY MATERIAL DAMAGEn THEREBY EJR THEREFROM, 1.05 OBSERVATION• A. IN ALL CASES VHERE OBSERVATION OF THE SPRINKLER SYSTEM V□RK IS REQUIRED AND/OR VHERE PORTIONS □F THE V□RK ARE SPECIFIED TD BE PERFORMED UNDER THE DIRECTION AND/DR OBSERVATION OF THE ARCHITECT DR HIS REPRESENTATIVE, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AT LEAST THREE C3) V□RKING DAYS IN ADVANCE OF THE TIME SUCH INSPECTION ANll/llR DIRECTION IS REQUIRED, B, OBSERVATION VILL BE REQUIRED FDR THE F□LL□VING PARTS □F THE IJ□RK (THE CITY INSPECTOR MUST APPROVE IJ□RK AS IT PROGRESSES), 1. UPON IltSTALLATIOl'l ANB TESHN6 Elf Ml'I-IN LINES AND LATERAL LINESJ VHEN PIPES ARE LAID AND ARE TD BE SUBMITTED TD PRESSURE TESTS. DD N□T COVER ANY LINES UNTIL THEY HAVE BEEN OBSERVED AND APPROVED, 2, UPON INSTALLATION AND TESTING OF VALVES, QUICK COUPLERS, BACKFL □V PREVENTER DEVICE, AUTOMATIC CONTROLLERS, AND CONTROL VALVES AND IJIRES, 3, VHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR, IN THE PRESENCE □F THE ARCHITECT, SHALL PERFORM A COVERAGE TEST TO DETERMINE IF THE COVERAGE □F VATER AFFORDED THE LAVN AND PLANTING AREAS IS COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL V□RK REQUIRED T □ CORRECT ANY INADEQUACIES TD COVER. 4. F"INAL OBSERVATION AND PERFORM"ANCE TEST SHALL BE AT THE SAME TIME AS THE FINAL OBSERVATION OF THE LANDSCAPE IJ□RK. 1.06 TESTING/ ALL PVC MAIN SHALL BE SUBJECTED TO A PRESSURE TEST OF 125 PSI FOR A PERIOD □F FOUR HOURS. ALL TESTING SHALL BE IN THE PRESENCE □F THE ARCHITECT, APPROVAL SHALL BE RECEIVED BEFORE BACKFILLING ANY TRENCH. Ill NOT COVER ANY LINES UNTIL TI1EY HAVE BEEN □BSERVEIJ AND APPRilYED BY CITY INSPECTOR. 1.07 RECORD DRAVINGS, A, BEFORE FINAL ACCEPTANCE □F w'□RK, THE CONTRACTOR SHALL PRIJVIIlE A RECORD SET OF DRA'JINGS SHrr.tING THE SPRINKLER SYSTEM V□RK. 1. ANY CHANGES IN LOCATION OF ITEMS DR TYPE OF INSTALLATIONS FROM THAT SH□w'N ON DRAIJINGS SHALL BE S□ INDICATED □N THE RECORD DRAVINGS, 2. VALVES SHALL BE NUMBERED AND CORRESPONDING NUMBERS SHALL BE SH□VN □N THE RECORD DRAVINGS. 3. ALL REMOTE CONTROL VALVES, SHUT-[JFF VALVES, QUICK FROM EACH OTHER, AND FROM LINES OF OTHER TRADES. PARALLEL LINES SHALL N□T BE INSTALLED DIRECTLY □VER ONE ANClTHER, H, DIELECTRIC BUSHINGS SHALL BE USED IN ANY CONNECTIONS VITH PIPING □F DISSIMILAR METAL MATERIALS, I. POINT □F CONNECTION SHALL BE APPR□XIMATEL Y AS SH□VN ON DRAw'INGS. CONNECT NEV UNDERGROUND PIPING AND VALVES AND PROVIDE ALL FLANGES, ADAPTERS DR OTHER NECESSARY FITTINGS FDR CONNECTION, J, PERMISSION TD SHUT □FF ANY EXISTING IN-USE VATER LINES MUST BE OBTAINED 48 HOURS IN ADVANCE, IN VRITING FROM THE □w'NER. THE CONTRACTOR SHALL RECEIVE INSTRUCTIONS FROM THE □VNER, AS TD THE EXACT LENGTH OF TIME OF EACH SHUT-OFF, K, CONTRACTOR SHALL ACQUAINT HIMSELF w'ITH ALL SITE CONDITIONS, PART 2 -PRODUCTS 2.01 MATERIALS• A. PIPING, PIPE SIZES SH□VN ARE NOMINAL INSIDE DIAMETER UNLESS □THERVISE NOTED. 1. PVC PRESSURE MAINLINE PIPE FITTINGS, (A) PRESSURE MAINLINE PIPING FDR SIZES 2• AND LARGER SHALL BE PVC CLASS 315. CB) PIPE SHALL BE MADE FROM AN NSF APPROVED TYPE 1, GRADE 1, PVC COMPOUND CONFORMING TO ASTM RESIN SPECIFICATIONS •D1784'. ALL PIPE MUST MEET REQUIREMENTS AS SET FORTH IN FEDERAL SPEC!FlCATI□NS PS-22-70, VITH AN APPROPRIATE STANDARD DIMENSION CS,D,R,) -CS□L VENT VELD PIPE). (C) PRESSURE MAINLINE PIPING FOR SIZES 1-1/2" AND SMALLER SHALL BE PVC SCHEDULE 40 VITH SOLVENT 'w'ELDED JOINTS, (D) PIPE SHALL BE MADE FROM NSF APPROVED TYPE 1, GRADE 1, PVC COMPOUND CONFORMING TD THE ASTM RESIN SPECIFICATIONS "D1785', ALL PIPE MUST MEET REQUIREMENTS AS SET FORTH IN FEDERAL SPECIFICATIONS PS-21-70. (E) PVC SOL VENT -VELD FITTINGS SHALL BE SCHEDULE 40, 1- 2, 11-1 NSF APPROVED CONFORMING TD ASTM TEST PROCEDURE D2466, (F) SOL VENT CEMENT AND PRIMER FDR PVC SOL VENT VELD PIPE AND FITTINGS SHALL BE □F TYPE: AND INSTALLATION METHODS PRESCRIBED BY THE MANUFACTURER. (G) ALL PVC PIPE MUST BEAR THE F□LL□w'ING MARKINGS. 1, MANUFACTURER'S NAME 2. NOMINAL PIPE SIZE 3, SCHEDULE DR CLASS 4, PRESSURE RATING IN P.S.I. 5. NSF <NATIONAL SANITATION FOUNDATION) APPROVAL 6, DA TE □F EXTRUSION <H> ALL FITTINGS SHALL BEAR THE MANUFACTURER'S NAME DV TRADEMARK, MATERIAL DESIGNATION, SIZE, APPLICABLE I.P,S. SCHEDULE AND NSF SEAL □F APPROVAL 2, PVC NON-PRESSURE LATERAL LINE PIPING CA) NON-PRESSURE BURIED LATERAL LINE PIPING SHALL BE PVC CLASS 200 VITH SOL VENT-VELD JOINTS, CB) PIPE SHALL BE MADE FROM NSF APPROVED, TYPE l, GRADE 11 PVC COMPOUND CONFORMING T□ ASTM SPECIFICATIONS "D1784". ALL PIPE MUST MEET REQUIREMENTS SET FORTH IN FEDERAL SPECIFICATION PS- 22-70 w'ITH AN APPROPRIATE STANDARD DIMENSION RATIO, CC) EXCEPT AS NOTED IN PARAGRAPHS (A) AND CB) □F SECTION 2.01.A.l(A) AND CB), ALL REQUIREMENTS FOR NON-PRESSURE LATERAL LINE PIPE AND FITTINGS SHALL BE THE SAME AS FDR SOLVENT-VELD PRESSURE MAINLINE PIPE AND FITTINGS AS SET FORTH IN SECTION 2.01,A.1 OF THESE SPECIFICATIONS, (PRIMER N□T REQUIRED). ALL UNSIZED END RUN LATER LINES SHALL BE 3;4• PIPE, 3. BRASS PIPE SHALL BE JPS STANDARD °WEIGHT 125 POUNDS, 85% COUPLER VALVES SHALL BE LOCATED BY MEASURE DIMENSIONS, B, RED BRASS, B FITTINGS AND CONNECTIONS• . DIMENSIONS SHALL BE GIVEN TO PERMANENT OBJECTS AND SHALL BE TO THE NEAREST □NE-HALF FOOT, 4, □N THE INSIDE SURFACE OF THE COVER □F EACH AUTOMATIC CONTROLLER, PREPARE AND MOUNT A CHART SH□w'ING THE VALVES AND SPRINKLER HEADS SERVICED BY THAT PARTICULAR CONTROLLER. ALL VALVES SHALL BE NUMBERED TD MATCH THE OPERATION SCHEDULE AND THE DRA'w'INGS AND SHALL BE C□L □R CODED FOR EACH SEPARATE AREA SERVICED BY EACH VALVE. ONLY THOSE AREAS CONTROLLED BY THE CONTROLLER SHALL BE SH!l\,/N. THIS CHART SHALL BE A PLOT PLAN, Et·HIRE OR PARTIAL, SHOVING BUILDING, VALKS, ROADS AND VALLS, A PHOTOSTATIC PRINT □F THIS PLAN, REDUCED AS NECESSARY AND LEGIBLE IN ALL DETAILS, SHALL BE MADE TD A SIZE THAT 'w'ILL FIT PmJ TIE CIJN-TRlll..LEA COVER. THIS PRINT SHALL BE APPROVED BY THE ARCHITECT AND SHALL BE C, HERMETICALLY SEALED BY PLASTIC, THIS SHALL THEN BE SECURED TO THE INSIDE □F THE COVER. 5, IMMEDIATELY UPON INST ALLATI□N OF ANY BURIED PIPE DR EQUIPMENT, THE CONTRACTOR SHALL INDICATE ON THE DRAw'INGS THE LDCA TI□NS OF SAID EQUIPMENT. DIMENSIONS SHALL BE GIVEN FROM PERMANENT OBJECTS SUCH AS BUILDINGS, SIDE'w'ALKS, CURBS AND DRIVEVAYS. D. 1.08 GENERAL REQUIREMENTS, A, CODE REQUIREMENTS SHALL BE THOSE □F STATE AND MUNICIPAL CODES AND REGULATIONS LOCALLY GEJVERNING THIS 'JEJRK, PROVIDING THAT ANY REQUIREMENTS □F THE DRAVINGS AND SPECIFICATIONS, NOT CONFLICTING THEREVITH BUT EXCEEDING THE CODE REQUIREMENTS SHALL GOVERN, UNLESS VRITTEN PERMISSION TO THE CONTRARY IS GRANTED BY THE DISTRICT. B. EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND V□RKING IN THE AREA DUE T□ EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES CAUSED BY HIS □PERA TI□NS. C. CONNECTIONS SHALL BE MADE AT APPR□XIMATEL Y THE LOCATIONS SH□VN □N THE DRAVINGS:. CONTRACTOR SHALL BE RESPONSIBLE FDR MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS. D. LANDSCAPE HEADERS AND M□w'ING S I RIPS SHALL BE IN PLACE BEF □RE INSTALLATION □F SPRINKLER SYSTEM. E. SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING VITH ANY V□RK, THE CONTRACTOR SHALL CARETULL Y CHECK AND VERIFY ALL DIMENSIONS. F. PLAN LOCATIONS OF HEADS, VALVES, CONTROLLER AND PIPE LINES ARE DIAGRAMMATIC AND INDICATE THE SPACING AND RELATIVE LOCATIONS OF ALL INSTALLATIONS. G. ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF SIX (6) INCHES 1. POLYVINYL CHLORIDE PIPE FITTINGS AND CONNECTIONS, TYPE II, GRADE 1, SCHEDULE 40, HIGH IMPACT MOLDED FITTINGS, MANUFACTURED FROM VIRGIN COMPOUNDS AS SPECIFIED FDR PIPING, TAPERED SOCKET DR MOLDED THREAD TYPE, SUITABLE FDR EITHER SOL VENT VELD OR SCREVED CONNECTIONS. MACHINE THREADED FITTINGS AND PLASTIC SADDLE AND FLANGE FITTINGS ARE NOT ACCEPTABLE, FURNISH F'ITTINGS PERMANENTLY MARKED VITH F□LL□VING INF□RMATI□N, NOMINAL PIPE SIZE, TYPE AND SCHEDULE □F MATERIAL, AND NATIONAL SANITATION FOUNDATION (NSF) SEAL □F' APPROVAL. PVC FITTING SHALL CONFORM TO ASTM D2464 AND D2466, 2, BRASS PIPE FITTINGS AND CONNECTIONS• STANDARD 125 POUND CLASS 85% RED BRASS FITTINGS AND CONNECTIONS, AUTOMATIC CONTROL VIRE1 1. ELECTRIC VIRING RUNNING FROM CONTROLLER TD THE AUT□MA TIC CONTROL VALVES SHALL BE ND, 14, SOLID, SINGLE CONDUCTOR, COPPER IJIRE, 4164 INCH INSULATION, 4/64 INCH NEOPRENE JACKET, STYLE BR (DIRECT BURIAL) OR EQUAL, C□L□R CODE \JIRES TD EACH VAL VE, COMMON VIRE SHALL BE VHITE. AUTOMATIC c□NTi.>CJI I E?t 1. CONTROLLER SHALL BE FURNISHED AND INSTALLED COMPLETE VITH ALL 'w'ATER, ELECTRICAL AND DRAINAGE SERVICES, READY FDR OPERATION. UNIT SHALL BE ELECTRIC, SELF-CONTAINED OUTDOOR TYPE, w'ALL-MOUNTED, DR APPROVED EQUAL. SEE DETAIL FDR CONTROLLER ENCLOSURE, 2, UNIT SHALL HAVE A MINIMUM OF 9 STATIONS .. 3. CON-TROLLER SHALL BE THE LA-TEST MODEL □f' THE PARTICULAR MANUFACTURER SUPPLIED. 4, UNIT SHALL BE A 120-V□L T, 60-CYCLE CONTROLLER, BE COMPLETELY AUTOMATIC AND SHALL FUNCTION OPTIONALLY w'ITH DR VITH□UT THE CLOCK. 5, ANY STATION MAY BE REPEATED INDEPENDENTLY IN ANY 24 HOURS. 6. STATIONS SHALL BE. AD IIISTABLE FROM LT□ 5.9 MINUTES. "AS-BUILT " APPROVED F□R PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE LOCATION OF PLANTING AREAS. PE __ _ EXP ____ _ DATE REVIEWED BY: INSPECTOR DATE E. c. CONTROL VALVES, 1, REMOTE CONTROL VALVES SHALL BE □F ALL PLASTIC BODY, INSTALLATION OF BRASS PIPE, ' VALVE SHALL BE PROVIDED VITH AN ADJUSTABLE FL□V CONTROL 1, CUT BRASS PIPING BY P□VER HACKSA\t', CIRCULAR cutTING I MACHINE USING AN ABRASIVE '«'HEEL, DR HAND HACKSA\,I. CUT STEM AND SHALL BE OPERABLE MANUALLY VITH□UT ELECTRICITY. F. VALVE B□X, 1, FDR REMOTE CONTROL VALVES 9-1/2' X 16' X 11• RECTANGULAR BOX MANUFACTURED BY CARSON INDUSTRIES. 2. FDR BALL VALVE, 10' X 10'1/4' ROUND, CARSON INDUSTRIES ND PIPING VITH METALLIC VHEEL CUTTER □F ANY DESCRIPTION. REAM AND REMOVE ROUGH EDGES DR llURRS so1· SMOOTH AND UNOBSTRUCTED FLO\J IS OBTAINED, 2. CAREFULLY AND Slll□THL Y PLACE ON MALE THREAD □NL Y. • TIGHTEN SCRE'w'ED JOINTS \JITH TONGS DR \JRENCHES, . CAULKING IS NOT PERMITTED. DR APPROVED EQUAL EXTENSI□N SLEEVE TD BE PVC-6' MINIMUM SIZE, D. REMOTE CONTROL \,IIRING, EXTENSI□N SLEEVE TD BE PVC-6" MINIMUM SIZE. G. ANTI-DRAIN EXCESS FL□IJ VALVES, 1. ANTI-DRAIN EXCESS FL□V VALVES SHALL BE MAINTENANCE FREE AND CONSTRUCTED □F HEAVY DUTY TYPE I PVC VITH STAINLESS STEEL AND NEOPRENE INTERNAL PARTS, VALVES SHALL BE ADJUSTABLE FROM 5 FEET TD 40 FEET □F HEAD AND SHALL PREVENT ALL L□V HEAD DRAINAGE QUICKLY AND P□SITIVEL Y AFTER RVC SHUT-OFF. VALVES SHALL HAVE A FEMALE IPS THREADED INLET AND OUTLET AND BE □F THE SAME SIZE AS THE RISER. THE ANTI-DRAIN VALVES SHALL BE VALC□N #ADV- X.S. DR APPROVED EQUAL H. SPRINKLER HEADS SHALL BE AS REQUIRED ON THE DRAVINGS DR APPROVED EQUAL J, CHECK VALVES SHALL BE □F BRASS DR BRONZE, VERTICAL SPRING- LOADED AND SVING CHECK. K, BALL VAL YES, 1. PRODUCT• 1• -2• SIZE (KING BROS. LO-TORQUE BALL VALVE MODELS LT, 1000-T THRU L T.2000-T) 2• -4• SIZE CKING BROS. BLOCK TRUE UNI□N BALL VAL VE MODELS VALENCIA, CALIFORNIA 91384 PHONE• (800) 541-2672 DR (805) 257- 3262, L CONCRETE FOOTINGS SHALL BE 2,000 PSI CONCRETE AT 28 DAYS. M. BACKFILL SHALL BE CLEAN FILL SOIL, PART 3 -EXECUTION 3.01 GENERAL REQUIREMENTS, A, L□CATI□NS ON DRAVINGS ARE DIAGRAMMATIC AND APPROXIMATE □NL Y, AND SHALL BE CHANGED AND ADJUSTED AS NECESSARY AS DIRECTED TD MEET EXISTING CONDITIONS AND OBTAIN COMPLETE w'ATER COVERAGE. LOCATE AND STAKE ALL V □RK AND OBTAIN APPROVAL OF THE ARCHITECT BEFORE INSTALLATIONS. B. INSTALL AND EXTEND SYSTEM AS SHO'dN □N THE DRAVINGS, AND AS NECESSARY TO CARRY □UT THE INTENT □F THE DRAVINGS AND SPECIFICA TI□NS. C. L□CA TE LINES, VALVES AND OTHER UNDERGROUND UTILITIES AND RECEIVE THE APPROVAL □F THE ARCHITECT BEFORE DIGGING TRENCHES, 3,02 INSTALLATION OF IRRIGATION SYSTEM• A. EXCAVATION AND BACKFILLING □F TRENCHES• 1. EXCAVATE TRENCHES, PREPARE SUBGRADE, AND BACKFILL TO LINE AND GRADE VITH SUFFICIENT R□□M FDR PIPE FITTINGS, TESTING AND INSPECTING OPERA TI□NS. DD N□T BACKFILL UNTIL THE PIPE SYSTEM HAS BEEN SUBJECTED TD A HYDROSTATIC TEST AS SPECIFIED. 2, DEPTH OF TRENCH, POLYVINYL CHLORIDE PRESSURE LINE 18" MINIMUM COVER POLYVINYL CHLORIDE N□N-PRESSURE LINE 12' MINIMUM COVER 3. TRENCHING THROUGH AREAS VHERE TOPSOIL HAS BEEN SPREAD• CA> DEPOSIT TOPSOIL ON □NE SIDE □F TRENCH AND SUBSOIL □N OPPOSITE SIDE. 4. SUBSOIL SHALL BE FREE OF ALL ROCKS □VER ONE CD INCH IN DIAMETER, DEBRIS, AND LITTER, PRIOR TO USE AS BACKFILL VHERE SO INDICATED □N DETAIL 5, REPAIR ANY LEAKS AND REPLACE ALL DEFECTIVE PIPE FITTINGS UNTIL LINES MEET TEST REQUIREMENTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN INSPECTED AND APPROVED FDR TIGHTNESS, QUALITY OF V□RKMANSHIP AND MATERIALS, 6, BACKFILL TRENCHES, AFTER APPROVAL OF PIPING, VITH SUITABLE AND APPROVED MATERIAL, TAMPING SOIL AROUND PIPE AND THOR□UGHL Y COMPACTING ALL TRENCH FILLS UNTIL 90% COMPACTION HAS BEEN ACHIEVED, 7, BACKFILL MATERIAL SHALL BE AN APPROVED SOIL, FREE FROM ROCKS AND CLODS. INSTALLATION □F POLYVINYL CHLORIDE PIPE• 1. BECAUSE OF THE NATURE □F PLASTIC PIPE AND FITTINGS, 2, 3. 4. 5. 6. 7, 8. 9. EXERCISE CAUTION IN HANDLING, LOADING AND STORING TD AVOID DAMAGE. , THE PIPE AND FITTINGS SHALL BE STORED UNDER COVER UNTIL USING, AND SHALL BE TRANSPORTED IN A VEHICLE VITH A BED LONG ENOUGH TD ALL□'w' THE LENGTH or PIPE TD LAY FLAT so AS NOT TD BE SUBJECTED TD UNDUE BENDING DR CONCENTRATED EXTERNAL LOAD AT ANY POINT. ANY PIPE THAT HAS BEEN DENTED DR DAMAGED SHALL BE DISCARDED UNTIL SUCH DENTED DR DAMAGED SECTION IS CUT AND REJOINED VITH A COUPLING. TRENCH DEPTH SHALL BE AS SPECIFIED ABOVE FROM THE FINISH GRADE TD THE TOP □F THE PIPE, THE BOTTOM □F THE TRENCH SHALL BE FREE □F ROCKS, CLODS, AND OTHER SHARP- EDGED OBJECTS, PIPE ENDS AND FITTINGS SHALL BE 'w'IPED VITH MEK, OR EQUAL, BEFORE VELDING SOL VENT IS APPLIED. w'ELDED JOINTS SHALL BE GIVEN A MINIMUM □F 15 MINUTES TD SET BEFORE MOVING □R HANDLING. ALL FIELD CUTS SHALL BE BEVELED TO REMOVE BURRS AND EXCESS BEFORE FITTING AND GLUING TOGETHER. PIPE SHALL BE SNAKED FROM SID£ -TD-SIDE [If' TRENCH BOTTOM TD ALL□V FOR EXPANSION AND CONTRACTION. CENTER LOAD PIPE VITH SMALL AMOUNT □F BACKFILL TD PREVENT ARCHING AND SLIPPING UNDER PRESSURE, LEAVE JDINTS EXPOSED FOR INSPECTION DURING TESTING, ND VATER SHALL BE PERMITTED IN THE PIPE UNTIL INSPECTIONS HAVE BEEN COMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FDR SOLVENT VELD SETTING AND CURING. PLASTIC TD METAL JOINTS SHALL BE MADE w'ITH PLASTIC MALE ADAPTERS, METAL NIPPLE HAND TIGHTENED, PLUS □NE TURN VITH A STRAP VRENCH. 10, PLASTIC TD PLASTIC JOINTS• SOL VENT-VELD, USING SOL VENT RECOMMENDED BY PIPE MANUFACTURER ONLY, 11, SOLVENT-VELD JOINTS• ASSEMBLE PER MANUFACTURER'IS REC□MMEN-DATI□N, 12, THRUST BLOCK SHALL BE INSTALLED AS PER LOCAL STANDARDS, ., ... ,~,. ,. ......... ·,·-~--·-·· ,.-, ...... ,. "- ___ ,,,_ , .. ' .. , .. ,, ,w,. ""•'•• ·- ----·-·-·· ''-'• ··-- "'°•"-'~M .. -- -- ,,.,,. ' i E. F. G, H, 1. DIRECT BURIAL CCNTR□L 'wIRE SIZES• AS SHC'wN AND SPECIFIED HEREIN BEFORE. 2, PROVIDE □NE CONTROL 'w'IRE AND □NE CCMM□N GROUND -.,IRE TD SERVICE EACH VAL VE IN SYSTEM, PROVIDE 4-FC□T MINIMUM EXPANSI□N L□□P AT EACH VALVE TO \PERMIT REMOVAL AND MAINTENANCE □F VALVES. 3. INSTALL CONTROL VIRES AND IRRIGATION PIPING IN COMMON TRENCHES w'HEREVER POSSIBLE. -4. CIJNTR□L \/IRE SPLICES• ALL□'w' □NL Y □N RUNS □F MCRE THAN 300 FEET, SPLICES AS FOLL□vs, CD STRIP □FF MINIMUM □r 2-112 INCHES OF INSULATillN FROM EACH w'IRE. (2) TVIST ON SCDTCHL□CK ELECTRICAL SPRING CONNECTOR, MINIMUM FOUR COMPLETE TURNS. (3) SEAL CONNECTOR IN EPOXY RESIN. (-4) TAPE COMPLETED SPLICE VITH SCOTCH 33 ELECTRICAL TAPE, 5, NUMBERING AND TAGGING, IDENTIFY DIRECT BURIAL CCN-'FR□L \/IRES FROM AUTOMATIC VALVES TD TERMINAL STRl?S OF C□NTR□LLER AT TERMINAL STRIP BY TAGGING 'wIRE IJITH NUMBER OF CONNECTED VALVE, AUTOMATIC CONTROLLER• 1. AUTOMATIC C□NTR □LLER SHALL BE INSTALLED AS SH□VN AND DIRECTED. CONTROLLER SHALL BE TESTED \JITH COMPLETE ELECTRICAL C□NNECTICNS, THE CONTRACTOR SHALL BE RESPONSIBLE FDR TEMPORARY P□VER TD THE CONTROLLER FDR □PERA TI□N AND TESTING PURPOSES. 2, C□NNECTI□NS T□ CONTROL VIRING SHALL BE MADE \IITHIN THE PEDESTAL OF THE C□NTR□LLER, ALL 'wIRE SHALL F□LLO'w' THE PRESSURE MAIN INSOFAR AS POSSIBLE. 3. ELECTRICAL Vlli?ING SHALL BE IN A RIGID PVC PLASTIC CONDUIT FROM CONTROLLER TD ELECTRICAL □UTL.tT. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FDR INSTALLING ALL VIRING TO THE SUB-PANELS, CLOCKS, DR ELSEw'HERE AS REQUIRED, IN ORDER TD COMPLETE THIS INSTALLATION. A DISCONNECT SIJITCH SHALL BE IIIICLUDED, 4, CONTROLLER SHALL HAVE A MASTER SVITCH. IT SHALL BE POSSIBLE TD OPERATE EACH VAL VE MANUALLY, INDEPENDENT □F THE CLOCK □F ANY OTHER VAL VE, REMOTE CONTROL VALVES• 1. INSTALL REMOTE CONTROL VALVES AS SH□VN ON DETAIL. INSTALL ND MORE THAN □NE VALVE PER BOX, VALVE B□X, 1, INSTALL VALVE BOXES AS SH□VN □N DETAIL INSTALL NO MORE THAN □NE VALVE PER B□X. STENCIL VALVE NUMBER AND CONTROLLER LETTER ON UNDERSIDE OF VAL VE BOX LID. SPRINKLER HEADS• 1. ALL SPRINKLER HEADS SHALL BE INSTALLED AS PER DETAILS SH□w'N. 2. NOZZLE SIZE OF ALL HEADS SHALL BE ADJUSTED TD SUIT ANY PARTICULAR C□NDITI □NS □F THE AREA. THIS: SHALL BE DONE AFTER THE SYSTEM HAS BEEN THOROUGHLY TESTED, IMMEDIA TEL y AFTER VRITTEN N□TIFICA TI□N BY THE ARCHITECT I TD DD S□, J, BALL VALVES• 1. INSTALL \JHERE SH□w'N AS DETAILED, K. BACKFL□w' PREVENTER, 1. BACKFL□V PREVENTER ASSEMBLY SHALL BE INSTALLED IN ACCORD VITH MANUFACTURER7S SPECIFICATIONS, LOCATED AND AS DIRECTED □N DRAVINGS, AND SHALL CONFORM TD ALL APPLICABLE CODE AND ORDINANCE REQUIREMENTS, 2. EXACT LOCA TI□N AND POSITIONING SHALL BE VERIFIED ON THE SITE BY THE ARCHITECT, L. PRESSURE REGULATOR SHALL BE INSTALLED AS PER DRA'w'INGS AND i DETAIL VERIFY FINAL LOCATION VITH ARCHITECT, I M, INSTALLATION □F ANTI-DRAIN VALVES, ANTI-DRAIN VALVES SHALLi BE INSTALLED IN THE RISER ASSEMBLIES □F ALL SPRINKLER HEADS ' THAT II□ NOT HAVE MANUFACTURER INSTALLED ANTI-DRAIN DEVICES. □. SLEEVING, 1. CROSSING OF ROADS VITH IRRIGATION PIPE DR 'w'IRING SHALL BE AV□IDED VHEREVER POSSIBLE. IF A CROSSING MUST BE MADE, SCHEDULE 80 PVC SLEEVES SHALL BE INSTALLED AT A MINIMUM DEPTH □F 24' BELO\J FINISH GRADE, 2, IRRIGATI□N LINES UNDER OTHER ASPHALT CONCRETE DR PORTLAND CONCRETE IMPROVEMENTS COTHER THAN ROADS) SHALL BE INSTALLED IN SCHEDULE 40 PVC SLITVES AT A MINIMUM DEPTH OF 18' BEL□V FINISHED GRADE, 3, SLEEVE SIZES FDR IRRIGATION LINES SHALL BE A MINIMUM □F T'dO C2) TIMES THE SIZE □F THE LINE IT SERVES. -4. CONTROLLER VIRES LOCATED UNDER STREETS CR OTHER PERMANENT IMPROVEMENTS SHALL BE INSTALLED IN SEPARATE PVC SLEEVES AND (CORRESPONDING TD TYPE AND DEPTH AS SPECIFIED IN □-1. AND □-2, ABOVE, 3,03 CLEAN-UP• A, AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL AREAS IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER ClJIIPLETl□N □F THE PR□-JECT, CDNTRACTCJR SHALL REMOVE ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHING 'w'□RK, HE SHALL SIJEEP AND CLEAN ALL SIDEVALKS, ASPHALT, AND CONCRETE AREAS ADJACENT TD THE PLANTINGS. •••••••••••• L .._4 I S4EET 11 ~~~BADJ[~S:_I ·--CITY OF PLANNING . .. LANDSCAPE DETAILS AND SPECIFICATIONS FOR: OCEAN STREET CONDOMINIUMS 2653 & 2655 OCEAN STRE~.I CARLSBAD, CALIF"ORNIA . .. ,,,,,, ···- APPROVLC /;f~_jl ...... I _____ __/cj-/,Y. 7,f ASSISTANT C8.lAKl"NING DIRECTOR DA1E ~-""' -··--·-·-·-DWN BY: I .~:~~~_;;, DATE INITIAL (WE INITIAL DATE INITL'<L DRAWING NO, CHKD BY: ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL c:n APPROVAL RVWD BY:. 170-4L SECTION 02900 LANDSCAPING -22 SECTI□N 02900 LANDSCAPING PART 1 -GENERAL 1.01 GENERAL CONDITIONS A. DRAIJINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPL£MENTARY CDNDITI□NS AND DIVISIDN 1 SPECIFICATION SECTIONS APPLY TO IJORK OF THIS SECTION, AND MUST BE FULLY CONSIDERED IN CONNECTION THEREIJITH. 1.02 SCDPE A, THE 'w□RK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TD PERFORM THE 'w□RK INDICATED ON THE DRAIJINGS AND AS SPECIFIED HEREIN AND AS REQUIRED TO COMPLETE PROPERLY THE CONTRACT, B, RELATED IJORK, 1. EARTHV□RK 2. IRRIGA TI□N 1.03 SUBMITT ALS <SECTION 02200) <SECTiaN 02810> A. SEE REQUIREMENTS IN GENERAL CONDITIONS, AND SECTION 01340. B. CONTRACTOR SHALL SUBMIT A TYPEIJRITTEN LIST IJITH SPECIFICATIONS OF ALL FEASIBLE MATERIALS, INCLUDING SOIL AMENDMENTS-, •ERTILIZERS, PLANT MATERIALS, ETC., IJITH QUANTITIES OF EACH, 1.04 DEFINITIONS OF TERMS A, 'PLANTING ARE1V SHALL MEAN ALL AREAS TD BE SEEDED, SODDED, PLANTED IJITH TREES, SHRUBS, AND/OR GROUNDC□VERS. LOS GUARANTEES 4ND REPL4CEMENTS A, PLANT MATERIALS• PLANTS (15-GALL□N SIZE AND LARGER) SHALL BE GUARANTEED TO LIVE AND GR□V IN HEALTHY CONDITION DURING THE AGREED UPON 90 DAY MAINTENANCE PERIOD □R UNTIL FINAL ACCEPTANCE (3.20 PART B), PLANT MATERIAL VILL CONTINUE TO BE GUARANTEED FDR □NE (1) YEAR. B. PLANT MATERIAL SMALLER THAN 15-GAt I ON SIZE, SHALL BE GUARANTEED TD LIVE AND GR□V ll'f VIGOROUS HEAL THY UPRIGHT CONDITION FOR A MINIMUM OF ONE GR□'w'ING SEASON AFTER FINAL ACCEPTANCE OF V □RK (EXCLUDING SEASONAL COLOR). C, REPLACEMENT• ALL PLANTS NOT HEAL THY AND IN VIGaRCJUS GR□IJING CONDITION AS DETERMINED BY THE LANDSCAPE ARCHITECT SHALL BE REPLACED IMMEDIATELY, PLANTS USED FDR REPLACEMENT SHALL BE THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED, PLANTED AND FERTILIZED AS □RIGINALL Y SPECIFIED AT ND COSTS TD □'w'NER, 1,06 VERIFICATION OF EXISTING CONDITIONS A, ALL SCALED DIMENSIONS ON THE DRAVINGS ARE APPROXIMATE, BEFORE PROCEEDING VITH ANY VORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS, QUANTITIES, AND GRADE ELEVATIONS, AND SHALL IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. B, PRIOR TD THE EXCAVATION FDR PLANTING DR PLACING □F PLANT MATERIALS, THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY LINES AND OTHER IMPROVEMENTS, AND TAKE PROPER PRECAUTIONS TO AVOID DAMAGE TD SUCH IMPROVEMENTS. IN THE EVENT OF CONFLICT BETVEEN SUCH IMPROVEMENTS AND PLANT LOCATIONS, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT, AND ARRANGEMENTS VILL BE MADE FDR REL□CATI□N AS NECESSARY. FAILURE TO FDLL□'lol THIS PROCEDURE PLACES UPON THE CONTRACTOR THE RESPONSIBILITY FDR MAKING ANY AND ALL REPAIRS FOR DAMAGE RESULTING FR□M V□RK AS HEREIN SPECIFIED AT HIS O',,/N EXPENSE. 1.07 PROTECTION OF EXISTING IMPROVEMENTS DURING THE CONSTRUCTION AND MAINTENANCE PERIOD, THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE T □ SPRINKLER HEADS, IRRIGATION LINES, DRAINAGE LINES, AND ALL OTHER Uo!DERGR□UND FACILITIES AND ALL PAVING, STRUCTURES, FIXTURES, AND EXISTING PLANTINGS. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FDR ANY AND ALL DAMAGE TD SUCH IMPROVEMENTS AND SHALL COMPLETELY REPAIR DR REPLACE THE SAME AT NO COST TO THE □VNER. 1.08 INSTRUCTIONS AND OBSERVATiaN (CITY INSPECTOR MUST APPROVE), A. ALL CHANGES AND DEVIATIONS TO THE PLANS AND SPECIFICA TI□NS BY THE LANDSCAPE ARCHITECT TO THE CONTRACTOR SHALL BE CONFIRMED IN VRITING, B. THE C□NTRACT□R7S SUPERVISOR SHALL BE AVAILABLE ON CALL TD MAKE A JOINT OBSERVATI□N ',,/ITH THE □VNER7S REPRESENTATIVE OF THE ',,/ORK. THE CONTRACTOR SHALL HAVE SUFFICIENT VDRK PERSONNEL AVAILABLE DURING NORMAL VORKING HOURS TD CORRECT DEFICIENCIES IMMEDIATELY UPON REQUEST OF THE LANDSCAPE ARCHITECT. SUCH REPAIR □R RE - IJORK SERVICES ARE TD BE PERFORMED VITHOUT INTERFERENCE □F REGULAR PROJECT SCHEDULE. C. PLANTS SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT AT THE PLACE OF GROVTH AND/OR UPON DELIVERY TD THE SITE FDR QUALITY, SIZE AND VARIETY. SUCH APPROVAL SHALL NOT IMPAIR THE RIGHT OF OBSERVATION AND REJECTI□N AT THE SITE DURING PROGRESS OF 'w□RK FOR SIZE, CONDITION OF ROOT BALL, LATENT DEFECTS, DR INJURIES. REJECTED PLANTS SHALL BE REMOVED IMMEDIATELY FROM THE SITE, UNLESS □THER'w'ISE APPROVED BY THE LANDSCAPE ARCHITECT, D. SITE OBSERVATI□NS HEREIN SPECIFIED SHALL BE MABE BY THE CITY INSPECTOR AND LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF A SITE OBSERVATION AT LEAST 48 HOURS IN ADVANCE OF AN OBSERVATION. AN OBSERVATION 'w'ILL BE MADE BY THE LANDSCAPE ARCHITECT DURING OFFICE 'w□RKING HOURS ON EACH OF THE STEPS DR C□NDITI□NS LISTED BEL□V. THE CONTRACTOR DR HIS AUTHORIZED REPRESENTATIVE SHALL BE ON SITE AT THE TIME OF EACH OBSERVATION, THE C□NTRACIDR VILL NOT BE PERMITTE1J IB INITIATE THE SUCCEEDING STEP OF V□RK UNTIL HE HAS RECEIVED APPROVAL TO PROCEED BY THE LANDSCAPE ARCHITECT. 1. PRE-CONSTRUCTICJN MEETING• IMMEDIATELY PRIOR TO THE COMMENCEMENT OF V□RK OF THIS SECTION, CONTRACTOR SHALL RECEIVE APPR□VAL OF MATERIALS AND EQUIPMENT TD BE USED, AND METHODS OF INSTALLATION. 2, INCDRP□RATI□N OF SOIL CONDITIONING AND FERTILIZING INT □ THE SOIL• SOIL TESTS PERFORMED BY THE LICENSED LABORATORY SHALL BE SUBMITTED AND PAID FOR BY THE CONTRACTOR FDR AGRICULTURAL SUITABILITY AND APPROVED BY THE LANDSCAPE ARCHITECT ONCE ROUGH GRADING HAS BEEN COMPLETED, AND PRIOR TD INSTALLlNG ANY PLANT MATERIAL. 3. UPON THE COMPLETION OF FINISH GRADING AND MDV CURBS LAYOUT IN THE FIELD, BUT PRIOR TO MD\J CURB INST ALLA TI□N. 4, APPROVAL OF ALL PLANT MATERIAL GIUALITY. 5. LAYOUT OF PLANT MATERIAL. 6. PRE-MAINTENANCE □BSERVATICJN1 'w'HEN PLANTING AND ALL OTHER INDICATED OR SPECIFIED VORK, EXCEPT THE MAINTENANCE PERIOD, HAS BEEN COMPLETED. ACCEPTANCE AND VRITTEN APPROVAL SHALL ESTABLISH BEGINNING OF THE MAINTENANCE PERIOD. THIS IS NOT A FINAL OBSERVATION DR ACCEPTANCE, AND IT DOES NOT RELIEVE THE CONTRACTOR FROM ANY OF THE RESPCIIIISIBILITIES IN THE CONTRACT DOCUMENTS FOR THIS PROJECT. 7. FINAL SITE OBSERVATION AT THE COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD. THIS DBSERVATI□N SHALL ESTABLISH THE BEGINNING DATE FDR THE GUARANTEE PERIOD. E. ACCEPTANCE, UP[lN c□MPLE:Tl[JN. □F THE FINAL □BSERVA.TID!t AND THE 'w□RK OF THIS SECTION, THE CONTRACTOR ',,/ILL BE NOTIFIED IN VRITING (1) IJHETHER THE 'w'□RK IS ACCEPTABLE AND (2) □F ANY REQUIREMENTS NECESSARY FDR COMPLETION AND ACCEPTANCE. 1.09 SUSPENSION OF V□RK A. THE LANDSCAPE ARCHITECT SHALL RECOMMEND TD THE □IJNER ANY NECESSITY TO SUSPEND THE 'w'□RK IJH□LL Y, DR IN PART, FDR SUCH PERIOD DR PERIODS AS HE MAY DEEM NECESSARY DUE TD UNSUITABLE VEA THER, OR SUCH OTHER CONDITIONS AS ARE CONSIDERED UNFAVORABLE FDR THE REASONABLE PERFORMANCE OF THE .,.,ORI(, OR FOR SUCH TIME AS IS NECESSARY DUE TD THE FAILURE □N THE PART OF THE CONTRACTOR TD CARRY OUT ORDERS GIVEN OR TO PERFORM ANY DR ALL PROVISIONS OF THE CONTRACT, B. IF IT SHOULD BECOME NECESSARY ill STOP V□RK FDR AN INDEFINITE PERIOD, THE CONTRACTOR SHALL STORE ALL MATERIALS IN SUCH A MANNER THAT THEY 'w'ILL NOT BECOME AN nBSTRUCTI□N NOR BECOME DAMAGED IN ANY "'AV, AND HE SHALL TAKE EVERY PRECAUTION TO PREVENT DAMAGE DR DETERIORATION OF THE 'w'□RK PERFORMED, THE CONTRACTOR SHALL COVER ALL OPEN EXCAVATIONS AND SHALL PROVIDE SUITABLE: DRAINAGE BY OPENING DITCHES, PLANTING PITS, ETC,, AND ERECT TEMPORARY STRUCTURES 'w'HERE NECESSARY, C, GRADING, S□IL PREPARATION, AND PLANTING 'w'□RK SHALL BE PERFORMED □NL Y DURING PERIODS 'w'HEN BENEFICIAL AND OPTIMUM RESULTS MAY BE OBTAINED. IF THE MOISTURE CONTENT OF THE SOIL SHOULD REACH A LEVEL THAT 'w'□RKING IT V□ULD DESTROY THE SOIL STRUCTURE, SPREADING, GRADING AND TILLING OPERATIONS SHALL BE SUSPENDED UNTIL THE MOISTURE CONTENT REACHES ACCEPTABLE LEVELS AND THE DESIRED RESULTS ARE ATTAINABLE. 1,10 CERTIFICATIONS AND NOTICE EJF DELIVERY [JF MATERIAL A. THE LANDSCAPE ARCHITECT SHALL BE FURNISHED 'w'ITH DUPLICATE SIGNED, LEGIBLE COPIES OF CERTIFICATES AND/DR INVOICES STATING THE BRAND, GRADE, AMOUNT AND QUANTITY OF EACH ITEM F□R ALL SOIL, FERTILIZERS, SOIL CONDITIONERS, PLANS AND OTHER MATERIALS. RECOMMENDATION SHALL BE MADE BY THE LANDSCAPE ARCHITECT TD THE OVNER TO STOP V□RK PROGRESS UNTIL CERTIFICATES ARE RECEIV£D ANTI REVIEwTIJ BY THE LANDSCAPE ARCHITECT. B, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN ADVANCE ',,(HEN ALL MATERIALS ARE TO BE DELIVERED AND THE MANNER □F SHIPMENT, AND SHALL FURNISH THERE'wITH AN ITEMIZED LIST, IN DUPLICATE, OF THE ACTUAL QUANTITY OF MATERIAL IN EACH DELIVERY, IN ORDER TD ENSURE SATISFACTORY C□□RDINATI□N OF DELIVERY, AND TO EXPEDITE THE REQUIRED INSPECTION AT THE POINT OF DELIVERY. THE ITEMIZED LIST, IN DUPLICATE, FDR EACH DELIVERY OF PLANT MATERIAL SHALL INCLUDE INVOICES CERTIFYING THAT SUBJECT MATERIAL HAS BEEN INSPECTED AS REQUIRED BY THE STATE AGRICULTURAL C□DE PRIOR TO ACCEPTANCE DR PLANTING, PARTICULAR CARE, USING APPROVED EQUIPMENT, SHALL BE EXERCISED TO ENSURE SAFE LOADING, UNLOADING, SHIPPING AND HANDLING FOR ALL PLANTINGS FROM SOURCE TO IN-PLACE LOCATIONS INDICATED ON THE DRAIJINGS, 1.11 PLANT MATERIALS A. QUANTITIES F□R PLANT MATERIALS ARE SHD\o/N PER PLAN F□R CONVENIENCE ONLY AND NOT GUARANTEED, CONTRACTOR SHALL CHECK AND VERIFY COUNT AND SUPPLY SUFFICIENT NUMBER TO FULFILL INTENT OF DRAVINGS. 1.12 INVOICE OF MATERIALS A, UPON DELIVERY OF MATERIALS AND/DR COMPLETION OF ALL SOIL CONDITIONING AND GRADING, BUT PRIOR TO INITIATING PLANTING □PERA TI□NS, THE LANDSCAPE ARCHITECT ',,/ITH THE HERETOFORE SPECIFIED SIGNED COPIES OF REQUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FDR SOIL PREPARATION MATERIALS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL QUANTITIES OF EACH MATERIAL FURNISHED AGAINST THE TOTAL AREA TO EACH OPERATION. IF THE MINIMUM RATES OF APPLICATION HAVE NOT BEEN MET, THE LANDSCAPE ARCHITECT VILL REQUIRE THE DISTRIBUTION OF ADDITIONAL QUANTITIES OF THESE MATERIALS TD FULFILL THE MINIMUM REQUIREMENTS SPECIFIED. B. AFTER INSTALLATION OF PLANT MATERIALS, BUT PRIOR TD THE PRE-MAINTENANCE SITE OBSERVATION, THE LANDSCAPE ARCHITECT, \r/ITH THE HERETOFORE SPECIFIED SIGNED COPIES OF THE REQUIRED CERTIFICATES AND RELATED ITEMS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL AREA AND/OR THE AMOUNTS SPECIFIED. IF THE MINIMUM AMOUNTS HA VE NOT BEEN FURNISHED, THE LANDSCAPE ARCHITECT VILL REQUIRE THE INSTALLATION OF ADDITIONAL MATERIALS TD FULFILL THE MINIMUM REQUIREMENTS SPECIFIED, C, A SAMPLE OF THE SOIL AMENDMENTS SHALL BE DELIVERED TD THE LANDSCAPE ARCHITECT VITHIN 15 DAYS AFTER RECORDING OF THE CONTRACT FDR SUBMITTAL TD A TESTING LABORATORY, ALONG VITH SPECIFICATIONS OF EACH PRODUCT. AFTER SOIL AMENDMENTS HAVE BEEN TH□R□UGHL Y MIXED INTO THE SITE, RANDOM SAMPLES OF THE MIXED SOIL VILL BE TAKEN BY THE □VNER?S REPRESENTATIVE AND SUBMITTED TO THE SOIL LABORATORY FDR C□MPARIS□N TD A CONTROL MIX. COST OF THE ABOVE TESTING BY THE SOILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR. t,13 PROTECTION OF EXISTING TREES, SHRUBS AND VINES A. IT IS THE INTENT OF THE PROJECT THAT CERTAIN AREAS OF THE EXISTING PLANT MATERIALS SHALL BE RETAINED. PRIOR TD THE REMOVAL OF ANY TREES, THE CONTRACTOR SHALL CONFER \/'ITH THE LANDSCAPE ARCHITECT ill DETERMINE THOSE PLANTS THAT ARE TO REMAIN. B. ALL EXISTING TREES IJHICH ARE TD REMAIN IN THE PROJECT SHALL BE TAGGED AND IDENTIFIED BY THE CONTRACTOR PRIOR TD ST ART OF 'w'□RK, C. CONTRACTOR SHALL BE RESPONSIBLE FDR ALL TREES THAT ARE TO REMAIN IN THE PROJECT. DAMAGE TO A PLANT w'HICH RESULTS IN DEATH DR PERMANENT DISFIGURATI□N SHALL RESULT IN THE COMPLETE REMOVAL OF THE PLANT, INCLUDING ROOTS, FROM THE SITE BY THE CONTRACTOR, THE CONTRACTOR AT HIS □VN EXPENSE SHALL REPLACE THE PLANT w'ITH ONE OF EQUAL VALUE AS ESTABLISHED BY THE LANDSCAPE ARCHITECT DR REIMBURSE THE O'w'NER THE COST □F SAID REPLACEMENT IF A REPLACEMENT CANNOT BE OBTAINED. THE LANDSCAPE ARCHITECT SHALL BE THE SOLE JUDGE OF THE CONDITION OF THE PLANT. D. ALL EXISTING TREES THAT ARE TO REMAIN SHALL BE PROTECTED AT ALL TIMES FROM DAMAGE BY MEN AND EQUIPMENT, ALL DAMAGE BY THE CONTRACTOR TO EXISTING PLANTS SHALL BE REPAIRED AT HIS EXPENSE BY PrRSDNNEL APPROVED BY THE LANDSCAPE ARCHITECT, E. THE CONTRACTOR SHALL INSURE THAT ND FOREIGN MATERIAL AND/DR LIQUID, SUCH AS PAINT, CONCRETE, CEMENT, □IL, TURPENTINE, ACID DR THE LIKE, BE DEPOSITED DR ALL□VED TD BE DEPOSITED ON ANY SOIL VITHIN THE DRIPLINE (THE OUTSIDE EDGE OF FOLIAGE OVERHAND) OF ANY TREE DR SHRUB DR 'w!THIN 6'1 OF THE TRUNK OF A VINE, SHOULD ANY SUCH POISONING OF THE SOIL OCCUR, THE CONTRACTOR SHALL REMOVE SAID SOIL AS DIRECTED BY THE LANDSCAPE ARCHITECT AND REPLACE IT 'w'ITH ACCEPT ABLE S-OIL AT ND EXPENSE TD THE □"'NER, F, EXCAVATION ADJACENT TD EXISTING TREES AND SHRUBS• "'HERE IT IS NECESSARY TD EXCAVATE IN CLOSE PROXIMITY TO EXISTING TREES AND SHRUBS, ALL POSSIBLE CAUTION SHALL BE EXERCISED TD A VOID INJURY TO ROOTS AND TRUNK. EXCAVATION CLOSE TO TREES SHALL BE BY HAND, TUNNELING UNDER ROOTS 2• AND LARGER IN DIAMETER. CUTTING OF ROOTS 2' AND LARGER SHALL BE □NL Y □N THE APPROVAL OF THE LANDSCAPE ARCHITECT. PAINT CUT ROOTS 'w'ITHIN 24 HOURS □F INITIAL DAMAGE ',,/ITH APPROVED PRUNING PAINT, "'HEN THIS IS NOT POSSIBLE, KEEP THE SIDE OF EXCAVATION ADJACENT TO TREE SHADED IJITH MOIST BURLAP DR CANVAS, PART 2 -PRODUCTS 2.01 QUALITY A, ALL MATERIALS SHALL BE OF STANDARD, APPROVED, AND FIRST GRADE QUALITY AND SHALL BE IN PRIME CONDITION 'w'HEN INSTALLED AND ACCEPTED, ALL COMMERCIALLY PROCESSED AND/DR PACKAGED MATERIALS SHALL BE DELIVERED TO THE SITE IN THE ORIGINAL UNOPENED CONTAINERS BEARING THE MANUFACTURER7S GUARANTEED ANALYSIS. 2.02 SOIL AMENDMENT AND FERTILIZER A. SHALL BE A V□□D RESIDUAL PRODUCT DERIVED FROM THE BARK OF PINE, RED'w'□□D, 'w'HITE FIR AND RED FIR, DR CEDAR SHAVINGS. AMENDMENT UPON ANALYSIS CONTAIN AT LEAST 0.5"/. NITROGEN (ON A DRY ',,/EIGHT BASIS) IJITH AN ASH CONTENT NOT T□ EXCEED 107., A COMMERCIAL GRADE PRODUCT SHALL BE USED, CONTRACTOR SHALL SUPPLY ARCHITECT DR HIS APPOINTED REPRESENTATIVE 'w'ITH A SAMPLE OF THE PROPOSED AMENDMENT ACCOMPANIED BY LABORATORY ANALYTICAL ANALYSIS FROM AN APPROVED LABORATORY ILLUSTRATING DEGREE OF COMPLIANCE. GUARANTEE 'w'T./CU/YD, = +560# -820#, NITROGEN (ORGANIC DR AMM□NIC) 0.5%. PH (LESS THAN> 6,8, SALINITY CECO X 103 AT 250 C) = 2,5, ASH CONTENT NOT TD EXCEED 107., IRON (FE) EXPRESSED AS METALLIC 0,08¾, DENSITY - APPROX. 25 LB/CU/FT. ORGANIC MATTER = 857., A NON- IONIC VETTING AGENT SHOULD BE USED. PROPERTIES• SCREEN ANAL YSIS1 7. RETAINED ON STACKED SCREENS -1 MESH = 0.2%; 5 MESH = 36.6%1 8 MESH = 25,77.J 12 MESH = 30,77.J 32 MESH .., 5,97.; REMAINDER 0.9%. SHALL BE VIL-GR□ LIFE, FOREST HUMUS, DR L□AMEX. IF NOT AVAILABLE, SHALL BE EQUAL TO, B. AGRICULTURAL GRADE GYPSUM -SHALL BE A (CA S□4 -H20) CALCIUM SULFATE PRODUCT -94.3¾. 907. SHALL PASS A 50 MESH SCREEN. CHEMICAL REACTION \JILL REMOVE SODIUM ATTACHED TD SOIL PARTICLES. GYPSUM ALSO LOOSENS HEAVY CLAY SOILS THROUGH ELECTRO-CHEMICAL ACTION, CONTROL OF DUST DURING APPLICATION IS MANDATORY. SHALL BE U,S, GYPSUM, D□LMAR, SDF'N'S□IL, DR BANDIN!, IF NOT AVAILABLE, SHALL BE EQUAL TD, C. SULPHUR (S-OIL) -SHALL BE ELEMENTAL SULPHUR (99.57.) COMMERCIALLY PREPARED SD THAT 46.97. PASSES A 50 MESH SCREEN. SHALL BE IJIL-GRD, UNION CHEMICALS DR BAKER INDUSTRIES, IF NOT AVAILABLE, SHALL BE EQUAL TD, D, IRON SULFATE -IRON SHALL BE EXPRESSED AS METALLIC - DERIVED FROM SULFATE -DEEP GREEN CFE S□4 H20) . A MINIMUM ANALYSIS OF 20.07. AND 98.37. RETAINED ON A 10 MESH SCREEN, SHALL BE VILS□N 8. GED, MEYER, VIL-GR□, DR BANDIN!. IF NOT AVAILABLE, SHALL BE EQUAL TO, E. PRE -PLANT OR ST ARTER FERTILIZER SHALL BE A COMMERCIAL GRADE FL□IJABLE FERTILIZER ',,/ITH -17. NITROGEN, 107. PHOSPHOROUS PENTI□XIDE AND 107. POTASSIUM SULFATE. NO POTASSIUM CHLORIDE IS TO BE USED, ORGANIC NITROGEN SHALL BE FROM COTTONSEED MEAL AND UREA, PHOSPHATE AVAILABLE FROM SUPERPH□SPHATE AND COTTONSEED MEAL, POTASH FROM SULFATE OF POTASH AND COTTONSEED MEAL. SCREEN ANALYSIS• 7. RETAINED ON STACKED SCREEN - APPRilXIMATEL Y 8 -MESH 24,27.J 20 -MESH 75,2%1 48 - MESH 0,27.. AVAILABLE PERCENTAGE 'w'EIGHT OF PLANT FOOD• NITROGEN PHOSPHORIC ACID POTASH 1,07. MIN. 10.07. MIN, 10.07. MIN. SHALL BE w'IL-GRO, BANDIN! DR KELLOGG. IF NOT AVAILABLE, SHALL BE EQUAL TO, ORGANIC SOIL ENHANCER AND SOIL ACTIVATOR SHALL BE SARV□N. F. POST PLANT FERTILIZER (MAINTENANCE), FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL ORGANIC AND INORGANIC GRANULAR FERTILIZERS, FREE-FL□'wING, SUITABLE FDR APPLICATION VITH APPROVED EQUIPMENT AND SHALL CONTAIN THE FOLLOVING MINIMUM AVAILABLE PERCENTAGES BY ',,/EIGHT OF PLANT FOOD• NITROGEN AMMONIAC SULFATE 14.07. MIN. 4.0.% MIN. REMAINDER OF NITROGEN 8,757. VATERSDLUBLE 1.25¾ ',,/ATER INSOLUBLE PHOSPHORIC ACID POTASH IRON ZINC MANGANESE CALCIUM 7.07. MIN. 3,07. MIN, 2.01/. 0.15% 0,157. 2.01/. JAMES P. BENEDETTI LANDSCAPE ARCHITECT 804 VAL SERENO DRIVE OLIVENHAIN, CA 92024 619/759-2403 CA REG. # 3058 G. ORGANIC NITROGEN IS DERIVED FR□M UREA AND COTTONSEED MEAL. PHOSPHATE FROM SUPERPHOSPHATE AND COTTONSEED MEAL. POTASH FROM SULFATE OF POTASH AND COTTONSEED MEAL. ND POTASSIUM CHLORIDE IS TD BE USED. SULFUR FROM SULFATE OF AMMONIA. CALCIUM FROM SUPERPH□sPHATE, IRON FROM FERROUS SULPHATE AND MIXED SULFIDES. ZINC AND MANGANESE ARE EXPRESSED AS METALLIC AND IN THEIR ELEMENTAL FORM. SCREEN ANALYSIS• (7. RETAINED> -APPR□XIMATEL Y1 4 MESH = 1.3¾; 8 MESH = 24,2%1 20 MESH = 74,07.J AND 48 MESH 0.057.. SHALL BE 'JIL-GR□ FAIRIJAY, BANDIN!, OR KELLOGG. It NOT AVAILABLE, SHALL BE EQUAL TD, PLANTING TABLETS SHALL BE TlGHTLY COMPRESSED CHIP TYPE COMMERCIAL GRADE PLANTING TABLETS, □F VARYING SIZES 'wITH THE F□LL□IJING AVAILABLE PERCENTAGES BY VEIGHT OF PLANT FOOD• NITROGEN PHOSPHORIC ACID POTASH 20,07. MIN. 10.07. MIN, 5.0% MIN. SHALL BE AGRIF□RM OR GR□-P□'wER, IF NOT AVAILABLE, SHALL BE EQUAL TO, 2.03 PLANTING BACKFILL FDR TREES AND SHRUBS A. RATE OF APPLICATION IS FDR BIDDING PURPOSES ClNL Y, SOIL TEST MAY REDUCE OR INCREASE TOTAL SOIL YARDAGE AMENDMENT AND CHEMICAL ADDITIVES, PLANTING BACKFILL SHALL BE A THOROUGHLY BLENDED MIXTURE OF TOPSOIL AND SOIL AMENDMENTS AT THE F□LLO\JING MIXTURES• SOIL AMENDMENT 1/2 C.Y. STOCK PILED SITE S□IL 1/2 C,Y, GYPSUM 5 LBS. PER/CU/YD, OF MIX SULPHUR (SOIL> 1 LBS. PER/CU/VD. □F MIX IRON SULFATE MIX PRE-PLANT (1-10-10> MIX 2~6PLANT MATERIALS 1 LBS. PER/CU/YD, OF 3 LBS. PER/CU/YD. OF A. NOMENCLATURE• SCIENTIFIC AND COMMON NAMES OF PLANTS HEREIN SPECIFIED SHALL CONFORM 'w'ITH THE APPROVED NAMES GIVEN IN 'A CHECKLIST OF V□□DY ORNAMENTAL PLANTS OF CALIFORNIA! PUBLISHED BY THE UNIVERSITY OF CALIFORNIA, COLLEGE OF AGRICULTURE, MANUAL 32 (1963). SEE LIST OF PLANT MATERIAL ON DRA'w'INGS, B. LABELING, EACH GROUP OF PLANT MATERIALS DELIVERED ON SITE SHALL BE CLEARLY LABELED AS TD SPECIES AND VARIETY, HOVEVER. F[NAL DETERMINATION OF PLANT SPECIES AND VARIETY 'w'ILL BE MADE BY THE LANDSCAPE ARCHITECT AND VHOSE DECISI□N w'ILL BE FINAL. ALL PA TENTED PLANTS CCUL TIVAR) REQUIRED BY THE PLANT LIST SHALL BE DELIVERED VITH A PROPER PLANT PATENT ATTACHED. C. GIUALITY AND SIZE• ALL PLANTS SHALL BE VIGOROUS, OF NORMAL GR□VTH, FREE FROM DISEASES, INSECTS, INSECT EGGS, AND/DR EXCEED THE MEASUREMENTS SPECIFIED, D. CONTAINER STOCK, SHALL HAVE GR□IJN IN CONTAINERS FDR AT LEAST SIX M□NTHS, BUT NOT OVER T'w'□ YEARS, NO CONTAINER PLANTS THAT HAVE CRACKED DR BROKEN BALLS OF EARTH ',,/HEN TAKEN FROM THE CONTAINER SHALL BE PLANTED, EXCEPT UPON SPECIAL APPROVAL, N□ TREES \JITH DAMAGED ROOTS □R BROKEN BALLS SHALL BE PLANTED, E. PRUNING• AT NO TIME SHALL THE PLANT MATERIALS BE PRUNED, TRIMMED DR TOPPED PRIDR TD DELIVERY, AND ANY ALTERATION ON THE SITE OF THEIR SHAPE SHALL BE CONDUCTED ONLY VITH THE APPROVAL AND IN THE PRESENCE DF THE LANDSCAPE ARCHITECT, F, INSPECTION OF PLANT MATERIALS• REQUIRED BY CITY, COUNTY OR STATE AUTHORITIES, SHALL BE A RESPONSIBILITY OF THE CONTRACTOR, AND VHEN NECESSARY HE SHALL HAVE SECURED PERMITS OR CERTIFICATES PRIOR TD DELIVERY OF PLANTS AT SITE. G. ON-SITE INSPECTION OF PLANT MATERIALS• PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL DR REJECTION AT THE PROJECT SITE AT ANY TIME BEFORE DR DURING PROGRESS OF V□RK FOR SIZE, VARIETY, CONDITION, LATENT DEFECTS AND INJURIES. REJECTED PLANTS SHALL BE REMOVED FROM THE PROJECT SITE IMMEDIATELY. H, REJECTION AND SUBSTITUTION• ALL PLANTS NOT CONFORMING TD THE REQUIREMENTS HEREIN SPECIFIED SHALL BE CONSIDERED DEFECTIVE, AND SUCH PLANTS, VHETHER IN PLACE OR NOT, SHALL BE MARKED AS REJECTED AND BE IMMEDIATELY REMOVED FROM THE SITE OF THE V□RK AND REPLACED 'w'ITH ACCEPTABLE PLANT MATERIALS. THE PLANT MATERIALS SHALL MEET ALL APPLICABLE INSPECTIONS REQUIRED BY LAV, ALL PLANTS SHALL BE THE SPECIES, VARIETY, SIZE, AGE, FL□IJER COLOR AND CONDITION AS SPECIFIED HEREIN AND/OR AS INDICATED ON THE DRA'w'INGS. UNDER NO CONDITION 'w'ILL THERE BE ANY SUBSTITUTION OF PLANT SPECIES, VARIETY, OR REDUCED SIZE FOR THOSE LISTED ON THE ACCOMPANYING DRAVINGS, EXCEPT IJITH THE EXPRESS 'w'RITTEN CONSENT OF THE LANDSCAPE ARCHITECT, 4, Cl TY IN"?Pc.-C-Tq'Z, . I. RIGHT TO CHANGES, THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO CHANGE □R SUBSTITUTE THE SPECIES, VARIETY AND/DR SIZES OF PLANT MATERIAL TD BE FURNISHED w'ITH THE APPROVAL OF THE CITY INSPECTl:R, PROVIDED THAT THE COST OF SUCH PLANT CHANGES DOES NOT EXCEED THE COST OF PLANTS IN THE ORIGINAL BID, THE CONTRACTOR SHALL BE NOTIFIED AND CONFIRMED IN \,/RITING PRIOR TO SIXTY (60) DAYS BEF"DRE THE PLANTING OPERATION HAS C□MkENCED. CHANGES IN THE SIZE AND/DR VARIETY OF ANY PLANT TO BE FURNISHED 'w'HICH INVOLVES A REDUCTION OR ADDITION IN COST SHALL BE ADJUSTED IN THE CONTRACT COST, J, ROOT C□NDITI□Nt THE LANDSCAPE ARCHITECT RE:SERVES tHE RIGHT TD INSPECT ROOT CONDITION OF ANY SPECIES, PARTICULARLY THOSE GR□IJN FROM SEED, AND IF FOUND DEFECTIVE, TD REJECT THE PLANTS REPRESENTED BY THE DEFECTIVE SAMPLE. K. PROTECTION, ALL PLANTS AT ALL TIMES SHALL BE HANDLED AND STORED SD THAT THEY ARE ADEQUATELY PR□TECT~~ .. ,FR□M DRYING OUT, FROM VIND BURN, AND FROM ALL OTHER IN.NRY. ALL PLANTS DETERMINED BY THE □VNER7S REPRESENTATIVE TD BE VIL TED, BURNED, DR DRIED OUT, MAY BE REJECTED, AND REMOVED FROM THE SITE. THE C□NTRACT□R1S dN-SITE PU.ANT STORAGE AREA SHALL BE APPROVED BY THE EJ'JNER7S REPRESENTATIVE PRIOR TO THE DELIVERY OF ANY PLANT MATERIALS. L. SHRUB AND TREE SAMPLES• TYPICAL SAMPLES, THREE EACH-OF ALL VARIETIES AND SIZES (SHRUBS 5 GALLON AND UNDER, TREES 15 GALLON AND UNDER) OF ALL PLANT MATERIALS SHALL BE SUBMITTED FOR INSPECTION APPROVAL AT THE SITt A MINIMUM OF FIFTEEN DAYS PRIOR TO PLANTING OPERATIONS, APPROVED SAMPLES SHALL REMAIN ON THE SITE AND SHALL BE MAINTAINED BY THE CONTRACTOR AS STANDARDS OF COMPARISON FOR PLANT MATERIALS TD BE FURNISHED, SAMPLES VILL BE INCORPORATED INTO THE IJ□RK, M, SPECIMEN TREE SELECTI□N, 1. □NE SAMPLE EACH OF EACH TREE VARIETY AND SIZE, 1.AS CALLED OUT ON DRAVINGS, 24' BOX AND LARGER SHALL BE DELIVERED TD THE PROJECT SITE FDR APPROVAL PRIOR TO INSTALLATION. 2. THE CONTRACTOR SHALL IMMEDIATELY REMOVE ANY TkEES NOT APPROVED, 3. THE CONTRACTOR AT HIS OPTION AND AT HIS EXPENSE, CAN RETAIN THE SERVICES OF THE LANDSCAPE ARCHITECT TD REVIE'w TREES 24' BOX SIZE DR LARGER TAGGEII AT THE NURSERY AND/DR AT ITS PLACE OF GR□'w'TH. 2.07 GR□UNDC□VER A. GR□UNDC□VER PLANTS SHALL BE HEAL THY, VIGOROUS R□hTED CUTTINGS GR□IJN IN FLA TS, 2,08 PLANTER MULCH A, PLANTER MULCH SHALL BE SHREDDED FIR TREE BitlRK, SHALL RANGE IN SIZE FROM 1/2-INCH TD 3/4-INCH. SUBMIT SAMPLE HJ CITY INSPECTOR FOR APPROVAL. 2.09 STAKING MATERIAL A, TREE GUY VIRES SHALL BE OF PLIABLE, ZINC-COATED STkEL MINIMUM GAUGE ND. 12 AND ANCHOR TO APPROPRIATE DtAD MAN, 'w'IRE LOOPS AT BRANCHES SHALL BE COVERED BY 2-PL Y REINFORCED RUBBER 1/ 4• IN DIAMETER. GUY VIRES SHALL BE FLAGGED IJITH 1/8-INCH DIAMETER X 4•-0• LENGTH SURGIC:AL TUBING, TREE TIES SHALL BE V.I.T. CINCH-TIE AVAILABLE FROM V.I.T. COMPANY, (714) 891-8338, 2.13 PRE -EMERGENT HERBICIDE A. PRE-EMERGENT HERBICIDE SHALL BE AS DETERMfNED RY THE LANDSCAPE CONTRACTOR. 2,14 VEED CONTACT HERBICIDE A. 'w'EED CONTACT HERBICIDE SHALL BE AS DETERMINED BY THE LANDSCAPE CONTRACTOR, PART 3 -EXECUTION 3.01 INSPECTION A. EXAMINE PROPOSED PLANTING AREAS AND CONDITIONS OF INSTALLATION. DD NOT START PLANTING V□RK UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. B. AFTER ROUGH GRADING, S-OIL SAMPLES S-HALL BE TAKEN FROM EtNOUGH LOCATIONS ON THE SITE TD REPRESENT AN ADEGIUATE CROSS SECTION OF C□NDITI□NS. S□IL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY (PRE-APPROVED BY THE CITY>, THE TEST SHALL INDICATE BUT NOT LIMITED TO THE F□LL□VING1 A, ORGANIC MATTER CONTENT, B• N.P.K. C• PH. D• EC. Et SOIL TEXTURE (SILT, CLAY, SAND>, Ft RECOMMENDATIONS FOR AMENDMENTS, LEACHING, AND MAINTENANCE FERTILIZERS. 1. THE RESULTS AND RECOMMENDATIONS □f' THE SOIL TESTING LABllRATORY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY . THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INT□ THE LANDSCAPE PLANS PRIOR TO THE START □F THE CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS, B, CLEARING AND GRUBBING, PRIOR TO RIPPING AND TILLAGE OPERATIONS, ALL VEGETATION IN THE AREA TD BE PLANTED SHALL BE GRUBBED, RAKED, AND CLEARED FROM THE SITE. THE GROUND SURFACE SHALL BE CLEARED OF ALL MATERIAL VHICH HAS ACCUMULATED DURING CONSTRUCTION AND ALL MATERIAL VHICH MIGHT HINDER PROPER GRADING; TILLAGE, PLANTING AND SUBSEQUENT MAINTENANCE OPERA TI□N. ALL GRUBBED MATERIALS AND DEBRIS SHALL BE LA~FULLY DISPOSED OF OFF THE SITE BY THE CONTRACTOR AT HIS COST. 3.02 PREPARATION A, GENERALI THE AREAS TD RECEIVE TREES, SHRUBS, GR□UNDC□VER AND HYDR□SEED PLANTINGS AND THEIR RESPECTIVE REQUIREMENTS FOR IMPORTED T□PS□IL, FERTILIZING, SOIL COND1TIONING, AND OTHER TREATMENT SHALL BE AS DEFINED ON TH£ DRAVINGS. EQUIPMENTNECESSARY FDR PREPARATION OF THE GROUND SURFACE AND FOR HANDLING AND PLACING ALL REQUIRED MATERIAL SHALL BE ON HAND IN G□□D VDRKING CONDITION. V□RK SHALL BE PERFORMED □NL Y DURING PERIODS VHEN BENEFICIAL RESULTS CAN BE OBTAINED. "AS-BUILT " ·----••,,.. --- PE·---EXP. ___ _ DATE REVIEWED BY APPROVED FDR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE LOCATION OF PLANTING AREAS. L-5 -------. . t----+---t····--------=--=--.. -.... ~~~~~~~=~~=~~~t----·-------j m I c1r1:L>H~.~G £.~~BAD 1 [I: t---------11------t--------------·-. --+---------11----+---+------t --·· ;;::_:;:;:::::::;::;:;::::;::;=;:::;=;::::;::::::;======---==== ' i---.. +------+--------~ ,, ~--------t-------+---+----"'+----I --+--------.. ""' ····--------+----+------+-----t-···-- t---------11----+--------------····· ----+---+--+-------t-----t t------+--+------------,.,,,, ----+---+------t-----+------1 LANDSCAPE SPECl"ICATIONS FOR OCEAN STREET CONDOMINIUMSI 2653 & :,v_,5 OCEAN ST9EET CARLSBAD, CALl.cORNIA t------+--+-------------···· .. ·····----+---+------t-----t------1 :,CC:=· ====;;ae;,=,=;;==;;;:===========:-c········ APPROVED 48 /!J .. /if-ff ---+--+-------··-------------,------,--· A-S-S-IS_T_A_N_~__,'-,N~N-l~NG~O-IR_E_C_TO_R_____ DA"'TEc---···•--+-----+---------------+---t-----+·--+------t t---------11----+-----------· • ------+---------11----+------+•w.~~ i---------1-· "' ~•---+---------- DATE INITIAL i----..... _.__ __ ENGINEER OF WORK ; ------+----+------+---+--· ··-···-· REVISION DESCRIPTION DATE INlilAL 1---~---+---~···· --···- OTHER APPROVAL DATE INITIAL CITY APPROVAL DWN BY __ _ CHKD BY: __ _ RVWD BY: -, .-··-····· PRU.IFCT NO. DRAWING NO. SDP-17-17 870~4L '···- C, OBSTRUCTION BEL□'w' GR□UNTh ALL SUBSURFACE ROCKS □VER 2• IN DIAMETER AND OTHER UNDERGROUND OBSTRUCTIONS SHALL BE REMOVED TD THE DEPTH NECESSARY TD PERMIT PROPER FINE GRADING, TILLING, DR PLANTING ACCORDING TD PLANS AND SPECIFICATIONS, ALL ABANOONE:D UTILITY LINES UNCOVERED DR SEVERED SHALL BE CUT BEL□'w' GRADE AND CAPPED DR PLUGGED 'w'ITH CONCRETE, EXPLOSIVES SHALL NOT BE USED FDR REMOVAL 'w'HEN THE L□CATl□N □F UTILITY LINES IS SH□'w'N □N THE PLANS DR HAS BEEN MADE KN□'w'N TD THE CONTRACTOR, ALL DAMAGE TD THESE LINES SHALL BE REPAIRED BY THE CONTRACTOR IN A MANNER APPROVED BY THE LANDSCAPE ARCHITECT AND AFFECTED UTILITY. 3.03 SOIL AMENDMENTS, FERTILIZING AND R□T□TILLING A, RATE OF APPLICATION IS FDR BIDDING PURPOSES ONLY, SOIL TEST MAY REDUCE DR INCREASE TOTAL SOIL AMENDMENT YARDAGE, ADJUSTMENTS (PLUS DR MINUS) MAY BE NECESSARY. CONTRACTOR SHALL OBTAIN AT LEAST T'w'□ SOIL TESTS OF ROUGH GRADE AT SITE AND SUBMIT RESULTS TD THE LANDSCAPE ARCHITECT FOR INTERPRETATION AND RECOMMENDATION. B, AFTER THE AREAS HAVE BEEN DEEP RIPPED, THE FOLUNING RATES OF SOIL AMENDMENT MATERIALS SHALL BE EVENLY SPREAD □VER ALL PLANTING AREAS AND SHALL BE THOROUGHLY SCARIFIED TO AN AVERAGE DEPTH OF SIX INCHES BY ROTOTILLING A MINIMUM OF T'w'□ ALTERNATING PASSES, AMENDMENT MUST BE INTIMATELY BLENDED 'w'ITH SOIL. SOIL AMENDMENT, 6 CUBIC YARDS PER 1,000 SQ. FT, TD A DEPTH OF a•, GYPSUM, 120 LBS, PER 1,000 SQ, FT. SOIL SULPHUR• 10 LBS, PER 1,000 SQ, FT. IRON SULFATE• 10 LBS. PER 1,000 SQ, FT. FERTILIZER (COMMERCIAL> 1-10-10 SHALL BE APPLIED AT THE RATE OF 30 POUNDS PER THOUSAND SQUARE FEET AND SCARIFIED INT□ THE TOP Tw'□ INCHES OF FINISH GRADE. FERTILIZER SHALL BE APPLIED AFTER LEACHING OPERATION. C. THE THOROUGHNESS AND COMPLETENESS OF THE R□TDTILLING AND INCORPORATION OF" THE SOIL AMENDMENTS SHALL BE ACCEPTABLE TD THE LANDSCAPE ARCHITECT. SLOPES 2•1 AND STEEPER DR AS PER THE DRA'w'INGS □MIT SOIL CONDITIONER APPLICA TI□N AND TILLING. D. DEEP IJATER LEACHING AND SOIL TESTING• DEEP 'w'ATER LEACHING SHALL BE COMPETED AS RECOMMENDED BY A CERTIFIED AGR□NIMIC LABORATORY, THE F□LLD'w'ING PROCESS FOR DEEP w'ATER LEACHING IS FDR BIDDING PURPOSES □NL Y. ITEM NUMBER THREE (3,) SHALL BE PERFORMED AS STATED BEL□V, 1, AFTER THE TILLING OPERATION, THE AREA SHALL BE DEEP 'w'ATER LEACHED THREE (3) TIMES □VER A FIVE (5) DAY PERIOD, APPLY 1/2' 'w'ATER AT EACH APPLICATION. VAIT □NE CD DAY BET'w'EEN l'\PPLICATIDNS. 2. ONE DAY AFTER FINAL APPLICATION OF VATER, THE SOIL SHALL BE TESTED FOR CONTENT OF SOLUBLE SALTS (ELECTRICAL CONDUCTIVITY E.C.). D\JNER'S REPRESENTATIVE AND CONTRACTOR SHALL TAKE SEVERAL SOIL SAMPLES AND DELIVER THE SAMPLES TD A LAB□RA TORY FOR TESTING OF SOLUBLE Sl'\L TS. E.C. TEST READING SHALL NOT BE ABOVE 2.0, THE SOIL AMENDING, TILLING AND DEEP 'w'ATERING PROCEDURE SHALL BE REPEATED UNTIL TEST READINGS ARE N□T ABOVE 2.0 3. IF SOIL TEST READING FDR I'\ PARTICULAR AREA TESTED IS ABOVE 2,0, THE S□IL AMENDING, TILLING AND DEEP 'w'ATERING PROCEDURE SHALL BE REPEATED UNTIL TEST READINGS ARE NOT ABOVE 2.0 E. CARE SHl'\LL BE TAKEN THAT THE RATE OF APPLICATION OF 'w'ATER DOES NOT CAUSE EROSION OR SLOUGHING OF SOILS. F. ALL DEPRESSIONS, VOIDS, EROSION SCARS AND SETTLED TRENCHES GENERATED BY THE DEEP 'w'l'\TERING SHALL BE FILLED 'w'ITH AMENDED SOIL AND BROUGHT TO FINISH GRADE. G. APPLY NAIAD 'w'ETTING AGENT 4 OZ, PER 1,000 S.F. AT THE FIRST SPRAY OF SOIL AMENDMENTS. 3.04 FINISH GRADING A. FINISH GRADES SHl'\LL BE AS INDICATED ON GRADING PLAN. B. FINISH GRADES SHALL BE MEASURED AFTER THE GROUND HAS BEEN '1,./ATERED-IN AND MECHANICALLY COMPACTED AND SETTLED. THE FINAL GRl'\DE SHALL BE 'w'ITHIN PLUS DR MINUS 0.1 FOOT OF THE SPOT ELEVATIONS AND GRADE LINES INDICATED ON THE CIVIL ENGINEER'S DRA 'w'ING, C, ALL UNDULA TIDNS AND IRREGULARITIES IN THE PLANTING SURFACES RESULTING FROM TILLAGE, R□T□TILLING AND ALL OTHER OPERATIONS SHALL BE LEVELED AND FLOATED OUT BEFORE PLANTING OPERATIONS ARE INITIATED. E. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, AND OTHER UNDERGROUND UTILITIES DURING HIS GRADING AND C□NIDTI□NING OPERATIONS, F. FINl'\L FINISH GRADES SHALL INSURE POSITIVE DRAINAGE OF THE SITE 'w'ITH ALL SURFACE DRAINAGE A'w'AY FROM BUILDINGS, 'w'ALLS, □VER MO'\,./ CURBS, AND T□'w'ARD RDAD ... AYS, DR,t,INS AND CATCH BASINS:. G, FINAL GRADES SHALL BE ACCEPTABLE T□ THE LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS 'w'ILL BE ALL□'w'ED TO BEGIN. H, PLANTING SURFACES SHALL BE GRADED IJITH ND LESS THAN 2 PERCENT SURFACE SUIPE FDR P□slTIVE DRAINAGE. I. ALL ROCK AND DEBRIS SHALL BE REMOVED FROM PLANTING AREAS AND THEN FROM THE SITE IN ACCORDANCE 'w'ITH THE F□LLO'w'ING CRITERIA, 1• DIA. IN LA'w'N AREAS, 2• DIA. IN SHRUB AREA, 2' DIA, IN HYDR□SEED AREAS, J, FINISH GRADE SHALL BE 2' BEL□IJ FINISH PAVING SURFACE IN SHRUB AREAS. 3,05 PLANTING INST ALLA TIDN A. TIMING• ACTUAL PLANTING SHALL BE PERFORMED DURING THOSE PERIODS \JHEN 'w'EATHER AND SOIL c□NDITI□NS ARE SUITABLE AND IN ACCORDANCE 'w'ITH LOCALLY ACCEPTABLE PRACTICE. B, LAYOUT OF TREES• ALL TREES (24' BOX SIZE AND LARGER) SHALL BE PLACED IN THE LANDSCAPE PER THE DIRECTION OF THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF IRRIGATION SYSTEM, THE TREES SHALL THEN BE MOVED SD THAT PLANTING HOLES CAN BE EXCAVATED AND AMENDED, THE TREES SHALL THEN BE INSTALLED IN THEIR RESPECTIVE HOES AND POSITIONED IN THE HOLES PER DIRECTION OF THE LANDSCAPE ARCHITECT. C, LAYOUT PLANTING• LOCATIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT. ALL CONTAINER PLANTS SHALL BE SET BY THE C□NTRl'\CTDR IN THEIR FINAL LOCI'\ TI□N IN THEIR RESPECTIVE CONTAINERS PRIOR TO DIGGING HOLES AND/OR PLANTING. ALL PLANT LOCATIONS SHALL BE CHECKED FDR POSSIBLE INTERFERENCE 'w'ITH EXISTING UNDERGROUND UTILITY LINES. D. BACKFILL FOR TREES AND SHRUBS, SHALL BE AS SPECIFIED IN SECTION 2.03. IF ARTIFICIAL DRAINAGE IS REQUESTED, THEN DRAINS SHALL BE INSTALLED FIRST, THEN BACKFILLED 'w'ITH SOIL, E. DISPOSAL OF EXCESS SOIL AND DEBRIS• ALL EXCESS EXCAVATED SUBSOIL, ROCKS AND DEBRIS SHALL BE LEGALLY DISPOSED OF OFF THE SITE BY THE CONTRACTOR AT HIS COST DR UTILIZED ON THE SITE AS DIRECTED BY AND I'\ T THE OPTION □F THE LANDSCAPE ARCHITECT. 3,06 PLANTING TREES, SHRUBS AND VINES A. SOIL MOISTURE LEVEL PRIOR TO PLANTING SHALL BE NO LESS THAN HORTICULTURALLY ACCEPTABLE. THE CONTRACTOR SHALL REQUEST APPROVAL □F MOISTURE, AND IF FOUND TO BE INSUFFICIENT F□R PLANTING, THE PLANTING PITS SHALL BE FILLED 'w'ITH w'A TER AND ALL□'w'ED m DRAIN BEFORE STARTING ANY PLANTING OPERATIONS, B. ALL EXCAVATED HOLES SHALL HAVE VERTICAL SIDES IJITH ROUGHENED SURF ACES AND SHALL BE OF" THE MINIMUM SIZES INDICATED ON DRA'w'INGS, HOLES SHALL BE IN ALL CASES LARGE ENOUGH T□ PERMIT HANDLING AND PLANTING 'w'ITHOUT INJURY DR BREAKAGE OF R□□T BALLS DR ROOTS. C. EXCAVATION SHALL INCLUDE THE STRIPPING AND STl'\CKING OF ALL ACCEPTABLE SOIL ENCOUNTERED 'w'ITHIN THE AREAS TO BE EXCAVATED FOR PLANT PITS AND PLANTING BEDS. PROTECT ALL AREAS THAT ARE TD BE TRUCKED □VER AND UPON 'w'HICH SOIL IS TD BE TEMPDRARIL Y STACKED PENDING ITS RE -USE FDR THE FILLING OF HOLES, PITS AND BEDS, D. PLANTS SHALL BE REMOVED FROM CONTAINERS IN SUCH A MANNER THAT THE BALL OF EARTH SURROUNDING THE ROOTS IS NOT BROKEN, AND THEY SHALL BE PLANTED AND 'w'ATERED IMMEDIATELY AFTER THE REMOVAL FROM THE CONTAINERS. E, THE PLANTS SHALL BE PLANTED AT APPROVED LOCATIONS 'w'ITH THE HERETOFORE SPECIFIED AMENDMENTS AND SOIL PLANTING BACKFILL. F, BACKFILL SHALL BE PLACED AT THE BOTTOM OF EACH HOLE AND THOROUGHLY 'w'ATERED AND COMPACTED TO A DEPTH SO THAT 'w'HEN A PLANT IS PLACED IN THE H□LE, ITS R□□T CR□'w'N IS SLIGHTLY ABOVE THE ESTABLISHED FINAL GRADE, AND UNLESS □THER'w'ISE NOTED SHALL BE RAISED OR REPLACED AS DIRECTED BY THE O'w'NER'S REPRESENTATIVE. G, PLl'\NTING TABLETS SHALL BE PLACED IN EACH PLl'\NTING HOLE AT THE F□LL□IJING RATES AND PER THE MANUFACTURER'S REC□MMENDATIONS.J 1 -5 GRAM TABLET PER INDIVIDUAL LINER AND FLAT SIZE PLANT. 1 -21 GRAM TABLET PER GALLON CONTAINER. 3 -21 GRAM TABLETS PER 5 GALLON CONTAINER. 4 -21 GRAM TABLET PER 15 GALLON CONTAINER. 1 -21 GRAM TABLET PER EACH 4 INCH BOX SIZE. RANDOM TESTING TO VERIFY PLANTING TABLET INSTALLATION SHALL BE CONDUCTED BY THE O'w'NER'S REPRESENTATIVE. H. ND PLANT 'w'ILL BE ACCEPTED IF THE R□□TBALL IS BROKEN OR CRACKED, EITHER BEFORE, DURING, OR AFTER THE PROCESS □F INST ALLA TI□N. I. ALL PLANTS SHALL BE THOROUGHLY 'w'ATERED TO THE FULL DEPTH OF EACH PLANTING HOLE IMMEDIATELY AFTER PLANTING, K. GUYINGt ALL TREES AND OTHER PLANTS INDICATED ON THE PLANS SHl'\LL BE GUYED AS DETAILED. L, THE CONTRACTOR SHALL BE RESPONSIBLE FDR ALL SURFACE AND SUBSURFACE DRAINAGE REQUIRED 'w'HlCH MAY AFFECT HIS GUARANTEE □F THE TREES, SHRUBS AND VINES, M, PRUNING AFTER PLANTING SHALL BE REQUIRED ON ALL TREES, SHRUBS, AND VINES 'w'HEN NECESSARY TD PROVIDE THE SPECIFIED OR APPROVED STANDARD SHAPES, FORM AND/DR SIZES CHARACTERISTIC TO EACH PLANT. PRUNING MAY INCLUDE THINNING, TOPPING, AND/OR CUTTING AND SHALL BE UNDER THE DIRECTION OF" THE LANDSCAPE Alo?CHITECT, CUTS OVER 3/4-INCH IN DIAMETER SHALL BE PAINTED IJITH AN APPROVED TREE SEALANT. N. ALL TREES 24' BOX AND LARGER SHALL BE SPOTTED, 3.07 PLANTING GRDUNDC□VER A. GR□UNDC□VERS SHALL BE PLANTED IN THE AREAS INDICATED ON THE PLANS AND SHALL BE FREE OF SURFACE ROCK OVER 2' IN DIAMETER AND DEBRIS. B, IF THE TOP FOUR (4> INCHES OF SOIL IN THE AREi'\ TO BE PLANTED IN GR□UNDC□VER IS NOT SUFFICIENTLY MOIST (H□RTICUL TURALL Y ACCEPTABLE STANDARDS), THE AREA SHALL BE THOROUGHLY IRRIGATED AND NO LESS THAN T'w'ELVE HOURS SHl'\LL PASS BEFORE PLANTING, C, GR□UNDC□VER PLANTS SHALL BE GRm.'N IN FLATS. VARIETY INDICATED □N THE PLANT LIST. FLAT GR□'w'N PLANTS (ROOTED CUTTINGS:) SHALL REMAIN IN THOSE FLATS UNTIL TRANSPLANTING. THE FLATS SOIL SHALL CONTAIN SUFFICIENT MOISTURE SO THAT IT 'w'ILL NOT FALL APART 'w'HEN LIFTING THE PLANTS. PLANTS SHALL BE PROTECTED AT ALL TIMES TD PREVENT DRYING OF THE ROOT BALL, D. GRIIUNDCOVERS SHALL BE PLANTED IN STAGGERED, RANDOM R□'w'S AND EVENLY SPACED UNLESS □THER'w'ISE NOTED AND AT INTERVALS CALLED OUT IN THE DRA'w'INGS. E. THE SIZE OF PLANTING EXCl'\VATI□N FDR GR□UNDC□VER SHALL BE AT LEAST T'w'ICE THE DEPTH □F THE ROOT BALL. F. EACH PLANT SHALL BE PLANTED IN A MANNER THAT \JILL ENSURE MINIMUM MSTURBANCE OF THE ROOT SYSTEM, BUT IN ND CASE SHALL THIS DEPTH BE LESS THAN T'w'□ NODES, EACH GR□UNDC□VER PLANT SHl'\LL BE PLANTED 'w'ITH ONE 5 GRAM PLANTING TABLET INCORPORATED INTO THE ROOT ZONE, PLANTING AREA SHALL BE HAND-SM□□THED l'\FTER PLANTING TD PROVIDE AN EVEN AND SMOOTH FINAL FINISHED GRADE. TD AVOID DRYING □UT GROUNDC□VER, PLANTS MUST BE IRRIGATED AFTER PLANTING. THIS MAY BE DONE MANUALLY DR BY USING THE INSTALLED IRRIGATION SYSTEM, REPEATED APPLICATIONS MAY BE REQUIRED, ESPECIALLY ON A SLOPING SITE. THIS INITIAL IRRIGATION SHALL CONTINUE UNTIL A ZONE AT LEAST T'w'ICE THE DEPTH OF EACH HOLE IS THORIJUCiHL Y MOISTENED. G. A 3• THICK LAYER OF BARK MULCH SHALL BE INSTALLED IN ALL NON-TURF PLANTING AREAS LESS STEEP THAN 3•1. 3.08 POST FERTILIZATION A. TREES -POST FERTILIZATION SHALL OCCUR AT 100 DAY INTERVALS AFTER PLANTING. BORE HOLES AROUND DRIPLINE (VARIOUS DEPTHS) AND APPLY FERTILIZER AT THE RATE OF 1 LB. PER 1' CALIPER IN HOLES. FERTILIZER SHALL BE 'w'IL- GR□ 14-7-3. B, SHRUBS -POST FERTILIZATION SHALL OCCUR 60 DAYS AFTER PLANTING AND APPLY FERTILIZER AT THE RA TE OF 1 TEASPOON PER EACH 1 GALLON PLANT AND 1 TABLESPOON PER 5 GALLON PLANT. FERTILIZER SHALL BE (14-7-3) 'w'IL-GR□ OR APPROVED EQUAL C, GR□UNDC □VER AND LA'w'N AREAS -POST FERTILIZATION SHALL OCCUR 60 DAYS AFTER PLANTING AND APPLY FERTILIZER AT THE RATE OF 7 LBS/1,000 S.F. FERTILIZER SHALL BE (14-7- 3) VIL -GR□ DR APPROVED EQUAL. D, ALL PLl'\NTED AREAS SHALL RECEIVE NAIAD \JETTING AGENT, 4 OZ, PER 1,000 S.F. 45 DAYS AFTER THE START OF THE MAINTENANCE PERIOD. 3.09 GENERAL MAINTENANCE AND ESTABLISHMENT PERIOD A. GENERAL• MAINTENANCE OPERATIONS SHALL BEGIN IMMEDil'\TEL Y AFTER EACH PLANT IS PLANTED AND SHALL BE KEPT IN A HEAL THY, GR□'w'ING CONDITION BY 'w'ATERING, FERTILIZING, PRUNING, SPRl'\YlNG, 'w'EEDING AND ALL OTHER NECESSARY OPERATIONS OF MAINTENANCE. ALL AREAS SHALL BE KEPT FREE □F 'w'EEDS AND NOXIOUS GRASSES AND CLEAN AND FREE OF ROCKS, CLODS, AND DEBRIS, ALL PAVING AND IJALKS: SHALL BE KEPT CLEAR, CLEAN AND IJASHED DD'w'N, B. ESTABLISHMENT PERIOD• TREES, SHRUBS, VINES AND GROUND COVERS -THE ESTABLISHMENT PERIOD SHALL BEGIN ON THE DATE THAT THE CONTRACTING OFFICER INSPECTS AND GIVES 'w'R!TTEN PROVISIONAL ACCEPTANCE OF THE 'w'ORK AND SHALL BE NINETY (90) CALENDAR DAYS. THE ESTABLISHMENT PERIOD MAY BE EXTENDED DR SHORTENED AT THE DISCRETION OF THE LANDSCAPE ARCHITECT. C. MAINTENANCE OPERATIONS, PLANTS SHALL BE KEPT IN A HEAL THY, GR□'w'ING CONDITION BY \JATERING, PRUNING, M□'w'ING, RESEEDING, ROLLING, RES□DDING, TRIMMING, EDGING, FERTILIZING, RESTAKING, PEST CONTROL, SPRAYING, 'w'EEDING AND ALL OTHER NECESSARY OPERATIONS OF MAINTENANCE. PLANTING BEDS SHALL BE KEPT FREE OF 'w'EEDS, GRASS AND OTHER UNDESIRED VEGETATIVE GROIJTH, AND LA'w'N AREl'\S SHALL BE KEPT FREE FROM ALL 'w'EEDS. DURING THE SPECIFIED MAINTENANCE PERIOD, ALL PLANTS THAT l'\RE DEAD DR SEVERELY DISTRESSED SHALL BE REPLACED IMMEDIATELY, ALL SEASONAL COLOR, ANNUALS OR PERENNIALS SHALL BE MAINTAINED IN A VIGOROUS, HEAL THY CONDITION THROUGH THE MAINTENANCE PERIOD, D, EXTENDED MAINTENANCE• 'w'HEN, IN THE OPINION OF THE LANDSCAPE ARCHITECT, THERE IS IMPROPER MAINTENANCE, POOR DR UNHEALTHY CONDITION OF PLANT MATERIALS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL MAINTENANCE OF THE 'w'□RK AT NO ADDITIONAL COST TO THE CONTRi'ICT UNTIL ALL THE 'w'□RK IS ACCEPTABLE. E, PROTECTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE PROTECTION OF ALL PLANTING AREAS AGAINST TRAFFIC DR OTHER USE BY ERECTING FENCING □R OTHER ACCEPTABLE MEANS IMMEDIATELY l'\FTER THE PLANTING IS COMPLETED. 'w'ARNING SIGNS AND BARRICADES SHALL BE PLACED IN VARIOUS HIGH-TRAFFIC AREAS, DAMAGED AREAS SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR, F, 'w'EEDING AND CULTIVATING• ALL TREE, SHRUB, GRDUNDC □VER AND HYDR□SEEDED AREAS SHALL BE KEPT FREE OF DEBRIS AND 'w'EEDS. GRDUNDC□VER l'\ND SHRUB AREAS SHALL BE KEPT FREE OF DEBRIS AND 'w'EEDS, GRDUNDC□VER AND SHRUB AREAS SHALL BE CULTIVATED AT INTERVALS OF NOT MORE THAN FOURTEEN (14) DAYS MINIMUM. G. REPLACEMENT• DURING THE MAINTENANCE PERIOD, PLANTS IJHICH DIE OR 'w'HICH l'\RE IN AN UNHEALTHY OR BADLY IMPAIRED CONDITION SHALL BE REPLACED BY THE CONTRACTOR 'w'ITHIN FOURTEEN (14) DAYS AFTER UNSATISFACTORY CONDITION IS EVIDENT. NO REPLACEMENT OF PLANTINGS SHALL BE MADE IN ANY SEASON DEFINITELY UNFAVORABLE FOR PLANTING, AT THE CONCLUSION □F THE MAINTENANCE PERIOD, THE LANDSCAPE ARCHITECT 'w'ILL MAKE AN INSPECTION OF THE 'w'□RK TO DETERMINE THE CONDITION OF ALL PLANTS, ALL UNHEALTHY PLANTS SHALL BE REMOVED FROM THE SITE AND REPLACED 'w'ITH PLANTS OF THE SAME KINDS AND SIZES AS □RIGINALL Y SPECIFIED. SUCH REPLACEMENT SHALL BE MADE IN THE SAME MANNER l'\S SPECIFIED FOR THE ORIGINAL PLANTING AND AT ND EXTRA COST TO THE □'w'NER. H, ACCEPTANCE, AT THE CONCLUSION OF THE MAINTENANCE PERIOD, AN INSPECTION SHALL BE MADE BY THE LANDSCAPE ARCHITECT, UPON 'w'RITTEN NOTICE REQUESTING INSPECTION BEFORE ACCEPTANCE, MAINTENANCE PERIOD SHALL CONTINUE UNTIL ALL DEFICIENCIES ARE CORRECTED. • • • • • JAMES P. BENEDETTI LANDSCAPE ARCHITECT 804 VAL SERENO DRIVE OLIVENHAIN, CA 92024 619/759-2403 CA REG. # 3058 "AS-BUILT P.[. _____ _ EXfO _______ _ REVIFWED BY INSPECTOR " DATE ----, ..... -- DATE APPROVED FDR PLANTING AND IRRIGATION □NL Y. 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