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HomeMy WebLinkAboutDWG 325-6L; CT 90-38; AVIARA PA 26 NORTH PHASE II; 01-15IRRIGATIO GENERAL NOTE,£; 1. 2. 3. 4. THE CONTRACTOR MUST NOTIFY THE CITY PLAN CHECK CONSUL TANT (619) 438-11621, EXTENSION #42Z1, 72 HOURS (THREE WORKING DAYS), PRIOR TO STARTING CONSTRUCTION. 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 ALL REDUCED PRESSURE BACKFLOW PREVENTERS SHALL BE TESTED AFTER INSTALLATION, RELOCATION, OR REPAIRS BY A CITY APPROVED CERTIFIED TESTER. CALL 43B-021B FOR A LIST OF CITY APPROVED CERTIFIED TESTERS. DEVELOPER/OWNER IS RESPONSIBLE FOR SUPPL YING A COPY OF THE TEST RESULTS TO THE CITY DEPARTMENT OF UTILITIES AND MAINTENANCE, 405 OAK STREET. CONSTRUCTION SCHEDULE: A PRIOR TO ISSUANCE OF GRADING PERMITS, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. B. SPECIAL CONSIDERATION SHALL BE GIVEN TO WATER AND ELECTRICAL SERVICES. C. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. 0. THE SCHEDULE $HALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AT EACH LOCATION IS ACHIEVED. 5. IRRIGATION: A. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 6. PLANTING: A. PLANTING AND IRRIGATION FOR THE AREAS DESCRIBED ABOVE SHALL BE COMPLETELY INSTALLl,D, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. 7. SLOPE PLANTING STANDARDS AND APPLICATION: A. JUTE MATTING ON SLOP.ES SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. B. SLOPES 3 FEET OR LESS IN VERTICAL HEIGHT AND ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE A MINIMUM STANDARD #1 (COVER CROP A..H..J:2 JUTED). C, SLOPES 4 FEET TO 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARD$ #1 (COVER CROP/JUTE MESH), #2 (GROUND COVER) AND #3 {LOW SHRUBS). D. SLOPES IN EXCESS OF 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (COVER CROP/JUTE MESH), 112 (GROUND COVER), 113 (LOW SHRUBS), AND #4 (TREES AND LARGE SHRUBS). • DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONAL CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME AS THE LICENSED DESIGNER OF WORK OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPRO~~ELATE~T/,•LANDSCAPING. / / BY:,/A_:,/ /£7..J.-z.. -:-DATE: ~/,t':}'.08 ,_ . & ( \ \ \ \ \ \ \ \ \,/-· PLANS FOR THE AND PLANTING OF: A VIA 1 OCEANSIDE PROJECT LOCATION MAP N.T.S. 16" "~-~-----~---.Jr-~"H!1!:\G~·,';'>~ G:'J. ---IRRIGATION SHEET NO. ~-----PLANTING SHEET NO. SHEET INDEX SHEET NO. TITLE SHEET IRRIGATION PLANS IRRIGATION SPECIFICATIONS IRRIGATION LEGEND & NOTES IRRIGATION DETAILS PLANTING PLANS 1 2-4 5-6 7 PLANTING SPECIFICATIONS PLANTING LEGEND & DETAILS GENERAL NOTES CONT. 8 9 -11 12 -14 15 E. TEMPORARY/SPECIAL CONDITIONS: AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD #1 (COVER CROP) WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS; , ) 2) 3) SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT, F. AREAS TO BE HYDROSEEDED SHALL FIRST BE DISKED OR ROTOTILLED TO PROVIDE A FRIABLE, LOOSE SE:ED BED. B. SLOPE IRRIGATION STANDARDS A. WATER SERVICE (POINT OF CONNECTION) INSTALLATION, TEMPORARY OR PERMANENT, SHALL BE IN PLACE TO COINCIDE WITH PLANTING TIMING SPECIFIED IN SECTION E.3-1. 13. PIPE 1 J ON GRADE PIPE IS NOT ALLOWED UNLESS IT IS DEMONSTRATED TO THE SATISFACTION OF THE CITY THAT THE ROCKY CONDITION OF THE SLOPE WOULD PREVENT TRENCHING. IN CASES WHERE ON GRADE PIPE IS ALLOWED, IT SHALL BE THE: GALVANIZED TYPE OR UVA RESISTANT PVC APPROVED BY THE CITY. 9. LETTER OF CERTIFICATION (INSTALLATION): A. THE LICENSED DESIGNER OF RECORD FOR ALL THE PROJECTS REQUIRING LANDSCAPE PLANS SHALL SUBMIT A LETTER TO THE CITY STATING THAT THE PROJECT HAS BEEN INSTALLED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. 10. AS-BUIL TS: A. PRIOR TO RELEASE OF BONDS, AS-BUILT LANDSCAPE PLANS FOR THE BONDED WORK $HALL BE SUBMITTED TO AND APPROVED BY THE CITY. B. AS-BUil T PLANS SHALl BE DRAFTED CLEARLY TO THE SATISFACTION OF THE CITY, AND THE ORIGINAL MYLARS. SHALL BE SUBMITTED TO THE CITY FOR THEIR KEEPING. 11. A REPRESENTATIVE OF CITY OF CARLSBAD PLANNING DEPARTMENT SHALL BE PRESENT, ALONG WITH LANDSCAPE ARCHITECT, TO MARK THE TREES THAT ARE TO BE SAVED ON AVIARA PHASE II. "AS BUil T" RCE __ _ EXP. ___ _ REVlEWED EIY: DATE: +-------------7-------+---+------------+---l----------+-------+---I r · ~L~~N,~GRA~~rT2~0~; Fourth Awmue Corporate Center 1551 f=ourth Avenue/Suite 200 San Olago, CA 92101 (619) 239-2450/FAX 239-0107 Landscape AroMeclura • PlannmQ #91~030 r:e2.,:;,1.447 AVIARA PHASE 11 7-/4 q~ i I ,- I + 0 t•Oll!III llt!PROGRAPttlQ 20 + .. I.'" WATER METER SHALL BE~ SIZ.E -.. -.... .,,.~. BACKFLO'W PREVENTER AND -~ . PRESSURE REGULA TOR SHALL BE n / SIZE W PRE~,SURE REGUlATOR ~T '/ @ 75 PSI , . . . if (wA1~~J101"'?EiliLlfe_' ·. :: IS 7bF.Sl t : -, .. ; .,.., , ·I ., ,, 40 60 80 SCALE l''=4D' SEE LANDSCAPE IMPROVEMENT.--- DRA'fi~GS FOR CARLSBAD TRACf·'. NCT~ :37 AVIARA PHASE II FOR. EXISTING IRRIGATION SYSTEM SEE SHEET 2-DRAWING ' NUMBER 318-9L . . ' , ' , . . • • . " ' • • • ' . . , "--.:.. ____ <") "' -· "I ,, C \. l, \\lo. ' . ' j ~ •," "'\ \ I f'-.. 20 .17' O 39 N 0 "" 25 00 \ \ -,- 0 <D d) 33,35, ~ ------- + / ' . j 1 + I I I 0 / I ___.------SEE LANDSCAPE IMPROVEMENT DRAWINGS FOR CARLSBAD TRACT NO. 89-37 AVIARA PHASE II FOR EXISTING IRRIGATION Cl) / / SEE SHEET '2 DRAWING NUMBER 318-9L \ \ 49. 16' ; I I -------------- .,.,.---··< Fourth Avenue Corponi.te Centef 1551 Fourth Avenue/Suite 200 Sen Diego, CA 92101 (619) 230-2450/FAX 239·0107 I . -i APPROVED -------- ENGINEERING PLANCHECKER DATE Landscape An;.t,itecture • Planning ~/------0 i30 DATE INITIAL / \ ,_ - - -----------~ ·-· . NOTE: · IF EXISTING IRRIGATION EQUIPMENT (IE; SPRINKLER HEADS, PIPE, VALVES, ETC.) IS DAMAGED BY GRADING OR BY OTHER CONSTRUCTION IMPROVEMEN1S; THIS CONTRACTOR SHALL REPAIR OR REPLACE AT NO EXTRA COST TO THE OWNER ANY DAMAGED EQUIPMENT TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT AND OWNER. ;\ •1-_) 1·-_11· I(_-) \,i"]":' "[) -.I.. ' '\ -____ } F'C) F: Key·· Map IRRIGATION PLAN "AS BUil T" RCE __ _ EXP. ___ _ DATE REVIE'f.£0 BY: INSPECTOR DATE LANDSCAPE IMPROVEMENTS FOR: PLANNING AREA 26N AVIARA PHASE 11 n':2 ~!.-44 DATT: DA 1E INl11AL OAlE INl11AI. ENGINEER OF WORK REVISION DESCRIPTION O'IH€M APPROVAL QlY APf'fl.OVAI. ........ 8 \ " ·< \, "'r "' '-~ :' "\ t y" ~ . ().() ,·-: ___. . ' ; :·,1---_....,,.-, , l • • s ..---· __ :.:~-- ,, 2 00, 6 <> "' ' . c'" . "' -' I 9 6. 6 I 4~ --- n ,w:c:e c~ ···v ---/ ,,· ~;;-~)([) ------~ - .---!' ,,.-,-, . ~ C)" ..--..... &v· ... · \ \ \ \. , ...... _ \ ~ SEE LANDSCAf~ IMPROVISMENT DRAWINGS FOR CARLSBAD TRACT NO. 89-37 AVIARA PHASE II FOR - EXISTING IRRIG8JION SYSTEM SEE SHEE;T ~,5""'----DRAWING NUMBER 318-fll ~ 0 I .. 53 23' / NOTE: ,.p,' 1BJ3.IB1frlON MAINLINE FOR , ---RESIDENTIAL LOTS SHALL B \ SCHEDULE 40 PVC. • ~ ..., -- / / i.: WATER METEFi-S1-fALL BE 3/4" SIZ 20 40 t-----I ' ( ___ , .. 112.44' _,,. ~ 60 80 I :::::;;;t 48 Sa 6 O· 1 ! ~ -l:'~v " 41 --------- -,1 ..• ,/ ... I I I I ........_____ ....,.________ 1/ 57 99' '· \ I \ \ \ ·, _..------,-:;~ .Sl"E LANDSCAPE IMPROVEMENT __ , ,-,~ DRAWINGS FOR CARLSBAD 1 ··:y· . TRACT NO. 89-37 AVIARA PHASE 11 FOR fi,!1,73• ' . ,-~ -. .-"'•-'" ·\... '_. 20 ,_ ·-... -;..._ I 57 99' EXISTING IRRIGATION·· .. SEE SHEET "!, DRAWING NUMBER 318-9L 1 69.72' lERRACE __,_..-•·--·-- \ .. \ ----- Le ,.( ''i1 -, ,-:.., 92 35 .\ 70 .24' \ \ F01Jr1h Avenue Corporate Center 1551 Fourth Avenue/S1Jlte 200 San Diego, CA 92101 (619) 239-2450/FAX 239-01 07 Landscape Archit:8dure • Planning #"-9/-oYJ (1_~_9-~ ~1 \ (~~v ')ft c78~;) ~cy ------ NOTE: . IF EXISf~NG IRRIGATION .EQUIPMENT (IE; SPRINKLER HEADS PIPE, VALVES, ETC) IS DAMAGED . BY GRADING OR BY OTHER CONSTRUCTION IMPROVEMENTS· THIS CONTRACTOR SHALL REPAIR OR REPLACE AT NO EXTRA COST TO THE OWNER ANY DAMAGED EQUIPMENT TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT AND OWNER. APPROVED ENGINEER/NG PLANCHECKCR DATE ··.,i. : \ ' -.. \ \ ;\ "i") Pf( 0 \!Ti: f) "AS BUil T" RCE EXP. DATE T ,0 c-, t\'f ION REVIEWED BY: t\F~J~: i\S INSPECTOR DATE ~1-61:', Lt7T t==+==+==================t===t==t==i==j ;=I SH~E=ET~' =C=IT=Y=O=F====C=A=R=l.S=B=A=D::::::!..=I :::::::::::e::::=' 1 PLANNING DEPARTMENT ·-.) oWA LANDSCAPE IMPROVEMENTS FOR: PLANNING AREA 26N f'EZ. 91. VIARA PHASE II ASSIS"c Nl' PLAl)NIN DAlE N11AL DAlE REVISION DESCRIPTION N1IAL DAlE ll'IIAL ENa<GRCJf'WORK DlllEII APPROVAL all' APPROVAL BY: CHKD BY: __ _ Rw«> BY: PRO.E:CT NO. CT':X)-35 DRA-.NC NO. '3}5-t,Dt- SEE LANDSCAPE IMPROVEMENT --..c:----- DRAWINGS FOR CARLSBAD TRACT NO. 89-37 AVIARA PHASE 11 FOR EXISTING IRRIGATION SYSTEM SEE SHEET 5 DRAWING NUMBER 318-9L I·. ' 0,~. ··~- ,. --.. t-NOTE: ' IRRIGATION MAINLINE FQR AL.t,--____ __:::,:__:'.\L_ __ _ RESIDENTIAL LOTS SHALL BE· 1: ,,\ SCHEDULE 40 PVC. \ '.\ WATER METER SHALL BE 314" SIZE 0~~71,,1,_,;iiii'lil"O~~GjiOiiiiiiiiiiilSO BACK FLOW PREVENTER AND PRESSURE REGULA TOR SHALL BE .f: TMJl:R RE~ICS SIZE W PRESSURE REGULATOR SET \ @75 PSI ( ,4/,'J..,/ \,J.,.1':,1.£:;. ~T1q1C~ 'F'f>.E•;;:~.JPE • rs 7'3" f:Sl .t:) + ·\ t /'\ ., 'i __.,........-- ') ./.\ . , {,.,. , ...... I I I / / o• ' "' /<t \ i o• ' ! ( -1 ) "'"•· ' C) ' t ' t-..J ) ,, ' ) ._/ -J ' •"' ,, 1.D \ \ \ • 'i ' ia ; \ 1 ., "' 1i I I I :l.30, 46' f m ' ' ' ! co \ 'CT I C> ('J I ·-=<=-cc:--=-~ 'c',,J,;-·--,,-··-___ .,..,,,_ --=-" ·r:rB--,. lo • .. \ c,, If) ' I . , '.,,"'/ . LIO ,.... . ct, "' ... jJ _ 04' j I I I I ' \ \ \ ·c -'' .,·., ', '--- 6.-. 44; @ . 0 N ~ o· 0 •• ~ /~ COASTA(. PEED --·-! RE5TRICTED AREA ' () , ' '"" "' A. ~. ' \ ,_J\ .,, \ -®~ I \ \ . \ )"' \ \ \ I l l ~ , .... ···:,.·~ \ I \ \ I I I I \ I I I I I ' ; i \ ,,, j I I I \ \ \ "'\ \ ) \ \ I \, I I I I I ' Q I I I I I I . I /; I I i1 , I i ' t Ci) ' I f ' I I / I .' I , , t i I I I ! + I I I I. I I -+-I -..... , \ i~ I I I ' . \ \ ' \ ' I )! \ \ ~ ~ '., ,.__ ., \ ~ '., ~ \)I \ ~ t \ ~ -<:, ) / . \ I I \ i\jl('\, ' . \ \ \ IRRIGATION PLAN -:f:77:n;,:~L.,__::::::::=o-SE'E LANDSCAPE IMPROVEMENT "AS BUil T" FOufth Aven.ie Corporat8 C8nter 155 7 Fourth Av,,mui.!/Suit~ 200 San Diego, CA 92101 (619) 239-2450/FAX 239-0107 Landscape Archrtecture • Planning 4/9 /-0 5:) DRAWINGS FOR CARLSBAD TRACT NO 89-37 AVIARA PHASE II FOR EXISTING IRRIGATION SYSTEM SEE SHEET 5 DRAWING APPROVED !\PI)l(()',\/J_-~_/'.[.·) F· c·JJ_~:2 ·J.J .• "1-N''I.'-·"~'-.. " _! __ J! .1.l 1 .l. _]_ ~ ~--1 ,\_N[) l}·(F(f(~i\TJO\J ClNL:T,. JNCl.,-~J[)JNC T)r,~r,:c:rs/i: RCE __ _ EXP, DATE I ,C) ~-: !\ 'J'I C) !✓ Ci F' F) LA NTl NC: REVIEWED BY: ;\Fc~l\S. INSPECTOR DATE LANDSCAPE IMPROVEMENTS FOR: PLANNING AREA 26N IARA P ASE 11 DAT~ ' IO.DA~TE~r1iNiN1iTITIAiALT------------------+----::-c=-+--i---~--_J ~D~WNi;=iBY~:=_ =_=_=_'=_3ir=~PR~O;JE~CT;:;:N::::;O=. =:::;;1 ::::::::::==~ DATE INITIAL DATE INITIAL CHKD BY: ___ DRAIMNG NO. ENGINEEI! Of wall( REVISION DESCRIPTION 01HER APPROVAL CITY APPROVAi. R\IWD BY: GT~~ 53 . 5f}5~(£;,/,. LA MESA BLUEPAINl SECllO"l 02441 IRRIGA TJO'\J SYSTEM PART 1 GENERAL 1 .1 SCOPE: THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED. OWNER/DEVELOPMENT WILL OBTAIN AND PAY ALL PERM_ITS REQUIRFD BY GOVERNING AUTHORITIES. ALL ON SITE, RECLAIMED WATER PIPING SHALL Be INSTALLED IN ACCOf1DANCE WITH THE UNIFORM PI.UMBING CODE AND ALL OTHER LOCAL GOVERNING CODES, RULES, ANI! REGULATION. ALL PIPING SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH THI~ MANUFACTURER'S NAME OR TRADEMARK, NOMINAL SIZE. AND SCHEDULE OR CLASS INDICATINC, THE PRESSURE RATING. THE GENERAL CONOITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN ~ UNLESS OTHERWISE STATED, SECURE THE REQUIRED LICENSES AND PERMITS INCLUDING PAYMENTS OF CHARGES AND FEES, GIVE REQUIRED NOTICES TO PUBLIC AUTHORITIES, AN\) VERl,Y PERMITS SECURED OR ARRANGEMENTS MADE BY OTHERS AFFECTING TIIE WORK OF THI-, SECTION WATER METERS AND POWER METERS WILL BE THE.RESPONSIBILITY OF THE OWNE11 AND/Oil HS REPRESENTATIVE FOR INSTALLATION AND PEl,MIT F-EES. 1.1 . 1 .1 2 1 1 1 .2 .1 .2 RELATED WORK: LANDSCAPING SECTION 02480 COMPLIANCE TO CITY OF CARLSBAD POTABLE WATER STANDARD:, QUALITY ASSURANCE OUAl IFICATIONS OF INSTAI I ERS PROVIDE AT LEAST ONE PERSON WHO SHALL BE PRESENT AT ALL TiMES DURING EXECUTION OF THIS PORTION OF THE WORK AND WHO SHALL BE THOROUGHLY FAMILIAR WITH THE TYPE OF MATERIALS BEING INSTALLED, THE MATERIAL MANUFACTURE'$ RECOMMENDED METHODS OF INSTALLATION, THE CITY 01' CARLSBAD POTABLE WATER STANDARDS AND WHO SHALL DIRECT ALL WORIC PERFORMED UNDER THIS SECTION CODES AND STANDARDS IN ADDITION TO COM PL YING WITH ALL PERTINENT CODES AND REGULATIONS, COMPLY WITH THE LATEST RULES OF THE STATE OF CALIFORNIA, DIVISIONS OI- INDUSTRIAL SAFETY, FOR ALL MATERIALS. REFER TO THE LATEST EDITION OF THI: GREEN BOOK STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTIOtl WHERE APPLICABLE. THE CITY OF CARLSBAD POTABLE WATER STANDARDS, LATEST EDITIONS AND RULES AND REGULATION FOR POTABLE WATER SERVICE ltl THE CITY OF CARLSBAD, LATEST EDITIONS ARE INCORPORATED UNTO THESE SPECIFICATIONS BY REFERENCE WHERE POTABLE WATER IS PROPOSED. 1 2. SUBMITTAL$· . 1 SUBMIT COMPLETE MATERIAL LIST PRIOR TO PERFORMING ANY WORK SUBMIT CATALOO DATA AND FULL DESCRIPTIVE LITERATURE WHENEVER THE USE OF ITEMS DIFFERENT THAN THOSI, SPECIFIED IS REQUESTED. SUBMIT NOTARIZED CERTIFICATES BY PLASTIC PIPE AND FITTING MANUFACTURERS INDICATING THAT MATERIAL COMPLIES WITH SPECIFICATIONS, UNLES/l MATERIAL HAS BEEN PREVIOUSLY APPROVED. .2 SUBMIT MATERIAL UST USING THE FOLLOWING LAYOUT (DOUBLE SPACED BETWEEN EACH ITEM) ITEM DESCRIPTION 1. PRESSURE MAINLINE 2. SHRUB HEAD 3. ETC. MANUFACil}RER LASCO RAINBIRD ETC. MODEi NO SCH. 40 ETC . 3 EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT THE PRIOR APPROVAL 01' THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR MAY BE REJECTED AND SUCH MATERIALS REMOVED FROM THE SITE AT NO EXPENSE TO THE OWNER/DEVELOPMENT .4 APPROVAL OF ANY ITEMS, ALTERNATIVE. OR SUBSTITUTION INDICATE ONLY THAT THI: PRODUCT($) APPARENTLY MEET THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS ON THE BASIS OF THE INFORMATION OR SAMPLES SUBMITTED 5 THE CONTRACTOR IS RESPONSIBLE FOR PERFORMANCE OF SUBSTITUTED ITEMS. IF SUBSTITUTION PROVES TO BE UNSATISFACTORY, REPLACE IT WITH ORIGINALLY SPECIFIED ITEM. AT NO COST TO THE OWNER/DEVELOPMENT. 1 3. GUARANTEE .1 SUBMIT WRITTEN GUARANTEE IN APPROVED FORM THAT ALL WORK SHOWINC, DEFECTS IN MATERIALS OR WORKMANSHIP WILL BE REPAIRED OR REPLACED AT NO COST TO THE OWNER/DEVELOPMENT FOR A PERIOD OF ONE YEARS FROM THE DATE OF ACCEPTANCE BY THE OWNER/DEVELOPMENT. 2 THE GUARANTEE FORM SHALL BE RE-TYPED ONTO THE CONTRACTOR''., LETTERHEAD AND CONTAIN THE FOLLOWING INFORMATION: A. GUARANTEE FOR IRRIGATION SYSTEM -(PROJECT NAME) WE HEREBY GUARANTEE THAT THE IRRIGATION SYSTEM WE HAVE FURNIS!-IED AND INSTALLED FOR (PROJECT NAME) IS FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP, AND THE WORK HAS BEEtJ COMPLETED IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, ORDINARY WEAR AND TEAR AND UNUSUAL ABUSE, OR NEGLECT EXCEPTED. WE AGREE TO REPAIR OR REPLACE ANY DEFECTS IN MATERIAL OR WORKMANSHIP WHICH MAY DEVELOP DURING THE PERIOD OF 1 YEAfl FROM DATE OF ACCEPTANCE AND ALSO TO REPAIR OR REPLACE ANY DAMAGE RESULTING FROM THE REPAIRING OR REPLACING OF SUCH DEFECTS AT NO ADDITIONAL COST TO TH 1' OWN,:R:DEVELOPMENT WE SHALL MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN A REASONABLE TIME, AS DETERMINED BY THE OWNER/DEVELOPMENT, AFTER RECEIPTS 01' WRITTEN NOTICE. IN THE EVENT OF OUR FAILURE TO MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN A REASONABLE TIME AFTER RECEIPT OF WRITTEN NOTICE FROM THI: OWNER/DEVELOPMENT, WE AUTHORIZE THE OWNER/DEVELOPMENT TO PROCEED TO HAVF SAID REPAIRS OR REPLACEMENTS MADE AT OUR EXPENSE AND WE WILL PAY THE COSTS AND CHARGES THEREFORE UPON DEMAND. B. PROJECT: (PROJECT NAME) C. LOCA TtON: (LEGAL DESCRIPTION OF PROJECT PROPERTY) SIGNED _____________ TITLE: ADDRESS. __ -···----______________ _ ------------------·---···--- TELEPHONE:--_-_-----~~~~~~~===~~~~~~~~~--~-~~~~----~~~----~- DATE AND SIGNATURE. _______________ _ 1.4.1 .1 2 .3 .1 2 1 15 .1 . 1 2 . 3 .4 1.S-.2 '1 2 .3 1."-4 1 (a 1 /a. 1 1 1 .1 2 3 .4 . 5 OBSERVATION: lliS.EECTION SCHEDULE IN ALL CASES WHERE OBSERVATION OF THE SPRINKLER SYSTEM WORK IS REQUIRED AND/OR WHERE PORTIONS OF THE WORK ARE SPECIFIED TO Bl: PERFORMED UNDER THE DIRECTION AND/OR OBSERVATION OF THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR. THE CONTRACTOR IS RESPONSIBLI' .6 I UPON COMPLETION OF EACH INCREMENT OF WORK, ALL REQUIRED INFORMATIOtl AND DIMENSIONS SHALL BE TRANSFERRED TO THE RECORD DRAWINGS FACILITIES AND ITEMS TO BE LOCATED AND VERIFIED ON THE RECORD DRAWINGS. SHOW DIMENSIONAL LOCATION AND DEPTH OF THE FOLLOWING: A. POINT OF CONNECTION B. ROUTING OF IRRIGATION PRESSURE MAINLINES (DIMENSION MAXIMUM 10 FEET ALONG ROUTING AND ALL DIRECTIONAL CHANGES) PART 2 -PRODUCTS 2.1 2 .1 . 1 MATERIALS: PIPING: PIPE SIZES SHOWN ARE NOMINAL INSIDE DIAMETER UNLESS OTHERWISE NOTED'. FOR NOTIFYING THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR;1Ni>,rlt?I rf ~&0 J.i>N~l'e 1NADVANCE FOR THE FOLLOWING INSPECTIONS, ACCORDING TO THE TIME INDICATED: IN!>f~ C. GATE VALVES. D. IRRIGATION CONTROL VALVES 1 POLYVINYL CHLORIDE PIPE POTABI E· A. 8. c. D. E F. G. H. PRE-JOB CONFERENCE-7CALENDAR DAYS LAYOUT OF CONTROL EQUIPMENT, SPRINKLER HEADS AND PIPING-32 HOURS PRESSURE MAINLINE INSTALLATION AND TESTING -32 HOURS LATERAL TRENCH DEPTH CHECK -32 HOURS COVERAGE TEST -32 HOURS FINAL INSPECTION -4B HOURS NOTIFY THE CITY OF c;:p,_~LSBAD 24 HOURS IN ADVANCE OF BEGINNING OF WORK. NOTIFY THE CITY O£..Q..ARLSBAD 24 HOURS IN ADVANCE OF BEGINNING CONSTRUCTION WHEN INSPECTIONS HAVE BEEN CONDUCTED BY OTHER THAN THE LANDSCAPE ARCHITECT OR THE LANDSCAPE COORDINATOR, SHOW EVIDENCE OF WHEN AND BY WHOM THESE INSPECTIONS WERE MADE NO INSPECTION WILL COMMENCE WITHOUT AS-BUILT DRAWINGS. IN THE EVENT THI: CONTRACTOR CALLS FOR AN INSPECTION WITHOUT AS-BUILT DRAWINGS, WITHOUT COMPLETING PREVIOUSLY NOTED CORRECTIONS, OR WITHOUT PREPARING THI' SYSTEM FOR INSPECTION, THE CONTRACTOR SHALL BE RESPONSIBL_E FOF1 REIMBURSING THE LANDSCAPE ARCHITECT OR THE LANDSCAPE COORDINA roR A ( THE RATE OF $95 00 PER HOUR (PLUS ANY TRANSPORTATION COST) FOR THI, INCONVENIENCE . NO FURTHER INSPECTIONS WILL BE SCHEDULED UNTIL THIS CHARGE HAS BEEN PAID. TESTING: GENERAi - FURNISH ALL NECESSARY TESTING EQUIPMENT AND PERSONNEL TO MEET TESTING REQUIREMENT COf1RECT ALL DEFECT AND RETEST UNTIL ACCEPTANCE BY OWNER. TESTS MAKE HYDROSTATIC TESTS ONLY IN THE PRESENCE OF THE REPRESENTATIVE 01' THE OWNER/DEVELOPMENT. AIR PRESSURE CHECK ALL LINES THAT COULD WEAKEN OR DAMAGE ANY MAJOR STRUCTURES OR HARDSCAPES, IF WATER WERE USED NO PIPE SHALL BE BACKFILLED UNTIL IT HAS BEEN INSPECTED. TESTED, AND APPROVED. FURNISH NECESSARY FORCE PUMP AND ALL OTHER TEST EQUIPMENT. TEST ALL PRESSURE MAINLINES UNDER A HYDROSTATIC PRESSURE OF 150 P.S.1 . FOR A PERIOD OF TWO HOURS. ALL TESTING SHALL BE APPROVED PRIOR TO THE INSTALLATION OF CONTROL VALVES. HOSE BIB, OR OTHER VALVE ASSEMBLIES. ADJUSTING SYSTEM THE CONTRACTOR SHALL FLUSH AND ADJUST ALL IRRIGATION HEADS ANcl VALVES FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS, BUILDINGS, WALLS AND OTHER STRUCTURES AS MUCH AS POSSIBLE . IF IT IS DETERMINED-THAT ADJUSTMENTS IN THE IRRIGATION EQUIPMENT OR NOZZLI: CHANGES WILL PROVIDE PROPER AND MORE ADEQUATE COVERAGE. MAKE ALL SUCH CHANGES OR MAKE ARRANGEMENTS WITH MANUFACTURER TO HAVE ADJUSTMENT MADE, PRIOR TO PLANTING. ADJUST CONTROL VALVES (BATTERY SYSTEMS) SO THAT THE MOST REMOTE SPi11NKLER HEADS OPERATE AT THE PRESSURE RECOMMENDED BY SPRINKLEll MANUFACTURER COVERAGE TEST WHEN THE IRRIGATION SYSTEM IS COMPLETED, PERFORM A COVERAGE TEST IN THE PRESENCE OF THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR, TO DETERMINE IF THE WATER COVERAGE FOR PLANTING AREAS IS COMPLETE AND ADEQUATE. FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE DUE TO DEVIATIONS FROM THE PLAN'., OR WHERE THE SYSTEM HAS BEEN WILLFULLY INSTALLED AS INDICATED ON THI: DRAWINGS WHEN IT IS O3VIOUSLY INADEQUATE OR INAPPROPRIATE, WITHOUT BRiNGING THIS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR. THIS TEST SHALL BE ACCOMPLISHED BEFORE ANY GROUND COVEil IS PLANTED. c-rrr OF c,<-,1'-1'S~ ~D5~ lt-lSl'EGTOf'..5t-W-l. t,g,~-1r fa..T 17MB Of" a,.,.'1':f'-l'->6e iMf. FINAi ACCEPT ANGE WHEN ALL WORK UNDER THIS CONTRACT HAS BEEN COMPLETED, INCLUDING TESTING ADJUSTMENTS, ADDITIONS OR DELETIONS, THE CONTRACTOR WILL NOTIFY THE OWNER FOR FINAL INSPECTION AND APPROVAL. FINAL ACCEPTANCE BY THI, OWNER DOES NOT RELIEVE THE CONTRACTOR QF HIS RESPONSIBILITY 01' WARRANTY. MINOR ADJUSTMENTS MINOR ADJUSTMENTS (LEVELLING AND CLEANING SPRINKLER HEADS, VALVE BOXES, ETC. INCLUDING PROTECTION FROM VANDALISM) WILL BE MADE BY THI: OWNER AFTER ACCEPTANCE OF THE SYSTEM AND DURING THE WARRANTY PERIOD RECORD DRAWINGS RECORD DRAWINGS RECORD DRAWINGS SHALL BE PREPARED AND SHALL SHOW ALL CHANGES IN THE WORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAWING:, INCLUDING THOSE INVOLVING BOTH CONSTANT-PRESSURE AND INTERMITTENT. PRESSURE LINES AND APPURTENANCES. ALL CONCEPTUAL OR MAJOR DESIGN CHANGES, INCLUDING ANY CHANGES THAT MAY BE AFFECTED BY THE REOtJ1~EMENTS OF THESE STANDARD SPECIFICATIONS, SHALL BE APPROVED BEFORE IMPLEMENTING THE CHANGES IN THE CONSTRUCTION CONTRACT. FAILURE TO RECEIVE PRIOR APPROVAL MAY RESULT ltJ TERf.1ir<;A TION OF SERVICE. RECORD ACCURATELY ON ONE SET OF BLACK AND WHITE PRINTS OF THE IRRIGATION DRAWINGS, ALL CHANGES IN WORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS, INCLUDING CHANGES IN BOTH PRESSURE AND NON-PRESSURE LINE. UPON COMPLETION OF EACH INCREMENT OF WORK, TRANSFER ALL SUCH INFORMATION AND DIMENSIONS TO THE PRINTS. RECORD CHANGES AND DIMENSIONS IN A LEGIBLE AND PROFESSIONAL MANNER. WHEN THE DRAWINGS ARI' APPROVED, TRANSFER ALL INFORMATION TO A SET OF REPRODUCIBLE SEPI/\ MYLAR DRAWINGS SUPPLIED AT COST BY THE LANDSCAPE ARCHITECT DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE (BUILDINGS . MONUMENTS, SIDEWALKS, CURBS, PAVEMENT). POST INFORMATION ON AS"BUILT DRAWINGS DAY TO DAY AS THE WORK IS INSTALLED. ALL DIMENSIONS NOTED ON DRAWINGS SHALL BE 1/4 INCH IS SIZE. .7 .8 9 .2 1-<,.3 .1 2 1 7 1 7 1 1.7.2 1 7.3 1.7.4 1.7 5 1 ? 6 1.7 .7 1? 8 1 79 1. 7.10 1.;r 11 E. OTHER RELATED EQUIPMENT (AS DIRECTED BY THE LANDSCAPE ARCHITECT) MAINTAIN AS-BUILT DRAWINGS ON THE SITE AT ALL TIMES. THESE DRAWINGS ARI: SUBJECT TO INSPECTION AT ANYTIME. MAKE ALL CHANGES TO REPRODUCIBLE DRAWINGS IN INK (NO BALLPOINT PEN) US!c ERADICATING FLUID WHEN REDOING DRAWINGS. CHANGES AND DIMENSIONS SHAU. BE RECORDED IN A LEGIBLE AND PROFESSIONAL MANNER. RECORD CONSTRUCTION DRAWINGS SHALL BE MAINTAINED AT THE JOB-SITE DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS-BUil T SEPIA MYLAR TO OWNER UPON COMPLETION OF CONSTRUCTION OPERATION AND MAINTENANCE MANUALS PREPARE AND DELIVER TO THE OWNER WITHIN 10 CALENDAR DAYS PRIOR TO COMPLETION OF CONSTRUCTION, ALL REQUIRED AND NECESSARY DESCRIPTIVE MATERIAL IN COMPLETE DETAIL AND SUFFICIENT QUANTITY. PROPERLY PREPARED IN FOUR (4) INDIVIDUAL BOUND COPIES DESCRIBE THE MATERIAL INSTALLED lrl SUFFICIENT DETAILS TO PERMIT QUALIFIED OPERATING PERSONNEL TO UNDERSTAND, OPERATE AND MAINTAIN ALL EQUIPMENT. INCLUDE SPARE PARTS LIST AND RELATED MANUFACTURER INFORMATION FOR EACH EQUIPMENT ITEM INSTALLED. EACH MANUAL SHALL INCLUDE THE FOLLOWING A. INDEX SHEET STATING CONTRACTORS ADDRESS AND TELEPHONE NUMBER B. DURATION OF GUARANTEE PERIOD C. LIST OF EQUIPMENT WITH NAMES AND ADDRESSES OF MANUFACTURER·S LOCAL REPRESENTATIVE D. COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL MAJOR EQUIPMENT. IN ADDITION TO THE MAINTENANCE MANUALS, PROVIDE THE MAINTENANC[: PERSONNEL WITH INSTRUCTIONS FOR MAJOR EQUIPMENT AND SHOW WRITTEIJ EVIDENCE TO THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR AT THE CONCLUSION OF THE WORK THAT HIS SERVICE HAS BEEN RENDERED . CHECK LIST COMPLETE THE FOLLOWING CHECKLIST AT THE END OF THE PROJECT, USING THE FORMAT SHOWN: A. PLUMBING PERMITS (IF NONE REQUIRED, SO NOTE) B. MATERIALS APPROVAL C. PRESSURE MAINLINE TEST (BY WHOM AND DATE) D. AS-BUILT DRAWINGS COMPLETED (RECEIVED BY AND DATE) E. MATERIALS FURNISHED (RECEIVED BY AND DATE) F. SYSTEM AND EQUIPMENT OPERATION INSTRUCTIONS (RECEIVED BY AND DATE) G. WRITTEN GUARANTEE BY CONTRACTOR (RECEIVED BY AND DATE) FORWARD SIGNED AND DATED CHECKLIST TO LANDSCAPE ARCHITECT Ofl LANDSCAPE COORDINATOR BEFORE FINAL ACCEPTANCE OF PROJECT. GENERAi BfotJIREMENTS· CODE REQUIREMENTS SHALL BE THOSE OF STATE AND MUNICIPAL CODES AND REGULATIONS LOCALLY GOVERNING THIS WORK, PROVIDING THAT ANv REQUIREMENTS OF THE DRAWINGS ANJ SPECIFICATIONS, NOT CONFLICTING THEREWITH BUT EXCEEDING THE CODE REQUIREMENTS SHALL GOVERN. UNLESl, WRITTEN PERMISSION TO THE CONTRARY IS GRANTED BY TH~ AGENCY EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING IN THE AREA DUE TO EXISTING UTILITIES. CONTRAC roR SHALL BE RESPONSIBLE FOR DAMAGES CAUSED BY HIS OPERATIONS. CONNECTIONS SHALL BE MADE AT APPROXIMATELY THE LOCATIONS SHOWN otJ THE DRAWINGS CONTRACTOR SHALL BE RESPONSIBLE FOR MINOR CHANGE'., CAUSED BY ACTUAL SITE CONDITIONS. SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS. PLAN LOCATIONS OF HEADS, VALVES, CONTROLLER AND PIPE LINES ARE DIAGRAMMATIC AND INDICATE THE SPACING AND RELATIVE LOCATIONS OF ALL INSTALLATIONS. ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF SIX (6) INCHES FROM EACH OTHER AND FROM LINES OF OTHER TRADES. PARALLEL LINES SHALL NOT BE INSTALL.ED DIRECnY OVER ONE ANOTHER. DIELECTRIC BUSHINGS SHALL BE USED IN ANY CONNECTIONS WITH PIPING OF DISSIMILAR METAL MATERIALS. POINT OF CONNECTION SHALL BE APPROXIMATELY AS SHOWN ON DRAWINGS. CONNECT NEW UNDERGROUND PIPING AND VALVES AND PROVIDE ALL FLANGES, ADAPTERS OR OTHER NECESSARY FITTINGS FOR CONNECTION. PERMISSION TO SHUT OFF ANY EXISTING IN-USE WATER LINES MUST BE OBTAINED 4H HOURS IN ADVANCE, IN WRITING FROM THE OWNER/DEVELOPMENT THE CONTRACTOR SHALL RECEIVE INSTRUCTIONS FROM THE OWNER/DEVELOPMENT. AS TO THE EXACT LENGTH OF TIME OF EACH SHUT-OFF. CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONDITIONS. THE WORK SHALL BE ACCEPTED IN WRITING WHEN THE ENTIRE SCOPE OF WORI( HAS BEEN COMPLETED SATISFACTORILY TO THE OWNER. JUDGING THE WORK, NO ALLOWANCE FOR DEVIATION FROM THE ORIGINAL PLANS AND SPECIFICATIONS Will_ BE MADE UNLESS PREVIOUSLY APPROVED BY THE OWNER, WHEN ANY ITEM APPEARS ON THE PLAN AND NOT IN THE SPECIFICATIONS, OR IN THI: SPECIFICATIONS AND NOT ON THE PLANS, IT SHALL BE CONSIDERED IN BOTH. WHEN CONFLICTS ARISE, THE HIGHEST STANDARDS WILL PREVAIL. THE OWNER OR HiS AUTHORIZED REPRESENTATIVE SHALL HAVE THE FINAL AUTHORITY ALL ITEMS OF THE PROJECT" APPROVED ENGINEERING PLANCHECKER DAT\= 2 2.1 2 .1 .2 2 1 3 .1 2.1.4 .1 2 2.1.5 .1 2.1.6 .1 2.1.7 2.1.8 .1 2.1.9 2.1, 10 2 .1 . 11 2.1.12 .1 2 (1) PVC PLASTIC PRESSURE LINES: FOR PIPING UPSTREAM OF REMOTE CONTROL VALVES AND QUICK COUPLERS. ALL ONE AND ONE HALF (1-112) INCHES AND SMALLE SHALL BE TYPE 1, GRADE 2, (IMPACT MODIFIED), DESIGNED AS ASTM 1785-76, SCHEDULE 40. BRASS PIPE SHALL BE IPS STANDARD WEIGHT 125 POUNDS, 85% RED BRASS FITTINGS AND CONNECTIONS· POLYVINYL CHLORIDE PIPE FITTINGS AND CONNECTIONS: TYPE II, GRADE 1, SCHEDULE 40, HIGH IMPACT MOLDED FITTINGS, MANUFACTURED FROM VIRGltl COMPOUNDS AS SPECIFIED FOR PIPING, TAPERED SOCKET OR MOLDER THREAD TYPE SUITABLE FOR EITHER SOLVENT WELD OR SCREWED CONNECTIONS. MACHINE THREADED FITTINGS AND PLASTIC SADDL.E AND FLANGE FITTINGS ARE NOT ACCEPTABLE. FURNISH FITTINGS PERMANENTLY MARKED WITH FOLl,OWING INFORMATION: NOMINAL PIPE SIZE, TYPE AND SCHEDULE OF MATERIAL, AND NATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVAL PVC FITTING SHALL CONFORM TO ASTM 02464 AND 02466. BRASS PIPE FITTINGS AND CONNECTIONS: STANDARD 125 POUND CLASS 85% RED BRASS FITTINGS AND CONNECTIONS. RISERS· ALL SPRINKLER HEADS SHALL HAVE RISERS AND SWING JOINTS AS SHOWN IN THE DETAIL DRAWINGS ALL RISERS AND SWING JOINTS SHALL BE MANUFACTURED BY DURA OR EQUAL, SCHEDULE 40 FITTINGS. ElillNGS· FITTINGS, tN GENERAL, FOR ALL INSTALLATIONS SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT PRICE AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL OF REQUIRED FITTINGS TO COMPLETE THE CONTRACT. ALL TEES FOR THE INSTALLATION OF SWING JOINTS WILL BE INSTALLED WITH DURA, LASCO TEE OR EQUAL. ANGLE CONTROL VALVE ANGLE CONTROL VALVES SHALL BE OF THE MANUFACTURER SHOWN ON THE DRAWINGS OR APPROVED EQUAL. EACH ANGLE VALVE SHALL HAVE UNION. VALVE BOX· ALL VALVES INCLUDING PRESSURE REGULATING VALVES, HOSE BIBB VALVES SHALL BE INSTALLED IN SUITABLE VALVE BOXES AS SHOWN IN DETAILS ALL SHALL BE MARKED "PRV" OR "HB" RESPECTIVELY. SPRINKLER HEAD· SPRINKLER HEADS SHALL BE AS REQUIRED ON THE DRAWINGS OR APPROVED EQUAL. ALL SPRINKLER HEADS ARE TO HAVE FACTORY BUILT IN CHECK VALVES. INVERTED HOSE BIBB SHALL BE OF THE STYLE AND MANUFACTURE SHOWN ON THE DRAWING, OR APPROVED EOUAL. AND INSTALLED PER DETAIL DRAWINGS AND MANUFACTURER'S RECOMMENDATION. BACKFLOW PREVENTER· UNIT SHALL BE AS SHOWN ON PLANS OR EQUAL, AS APPROVED BY ARCHITECT. CONCRETE FOOTINGS SHALL BE 2,000 PSI CONCRETE AT 28 DAYS BACKFILL SHALL BE CLEAN FILL SOIL WITH NO ROCKS OR CLOD 112" OR LARGER. CONTRACTOR SHALL PROVIDE TO THE OWNER: FOUR (4) WRENCHES FOR REMOVING EACH DIFFERENT TYPE OF SPRINKLER HEAD . ONE LOOSE KEY FOR EACH HOSE BIBB. PART 3 · EXECUTION · 3 1 3 .1 1 3.1.2 3.1.3 3.1.4 GENERAL REQUIREMENTS: LOCATIONS ON DRAWINGS ARE DIAGRAMMATIC AND APPROXIMATE ONLY, AND SHALL BE CHANGED AND ADJUSTED AS NECESSARY AS DIRECTED TO MEET EXISTING CONDITIONS AND OBTAIN COMPLETE WATER COVERAGE. LOCATE AND STAKE ALL WORK AND OBTAIN APPROVAL OF THE ARCHITECT BEFORE INSTALLATIONS. INSTALL AND EXTEND SYSTEM AS SHOWN ON THE DRAWINGS, AND AS NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. LOCATE LINES, VALVES AND OTHER UNDERGROUND UTILITl[S AND RECEIVE THE APPROVAL OF THE ARCHITECT BEFORE DIGGING TRENCHES. REFER TO THE CITY OF CARLSBAD STANDARDS FOR POTABLE PIPE INSTALLATION. ALL CITY CF CARLSBAD STANDARDS TAKE PRECEDENCE OVER PLANS AND SPECIFICATIONS FOR THE PROJECT UNLESS NOTED AND APPROVED. "AS BUil T" RCE ___ _ EXP. ____ _ DATE REVIEWED BY: INSPECTOR DATE I ~ET I CITY OF CARLSBAD ~:, •. l----+----~--------------------+---~f--------,f----+--------t 'J PLANNING DEPARTMENT ~ ·-------------t----f----+---+-----t LANDSCAPE IMPROVEMENTS FOR: PLANNING AREA 26N Ft:2.01-+t AY,IARA PHASE II i /),. Fo1,1rth Avenue Corporate Center ~ ~ 155'1 FcurthAvenue/Suile200 l----1----+---------------------jc---t----t----t-----t APPR0~~~,.,_._..,.··.:./7'..,.4/L-. 'A CA " /) 4 I'.: 1..,._., -~ Sao o;.,_o, CA 92101 1----+------+----------------+--+--1--------f----l , I Al .. /. V , , ,-'"' ]-/~ • 7 3 ., , / (6!9I 239·2<50/FAX 2J9-0l07 . ASSIS:AN'f·'PLANNJNG DIRECTOR DATE · : La~ Architoctwre. P\aming 4t <?()-()3:J' ~D=WN===B==Y=:== -_=_ =_=_!_~';::::::::=::P::R:;;O::J:::E=c=T=N=o=. ::::::::::::;-;:D=R=A='M=N=G=N=o:::::;_ DATE INln"l DAlE INITIAL o.i.n: INITIAL CHKD BY,___ er so-~ 30 525_G-.:,J..... ENGINEER OF WORK REVlSION DESCRIPTlON OTllER .'J"PROV,'.,L ar,-APPRO\/Al RVWD BY: 3.2 INSTALLATION OF IRRIGATION SYSTEM; 3.2.1 EXCAVATION AND BACKFILLING OF TRENCHES· .1 EXCAVATE TRENCHES, PREPARE SUBGRADE, AND BACKFILL TO LINE AND GRAD[: WITH SUFFICIENT ROOM FOR PIPE FllTINGS, TESTING AND INSPECTING OPERATIONS DO NOT BACKFILL UNTIL THE PIPE SYSTEM HAS BEEN SUBJECTED TO A HYDROSTATIC TEST AS SPECIFIED. 2 DEPTH QE TRENCH· SEE IRRIGATION I EGEND .3 TRENCHING THROUGH AflEAS WHERE TOPSOIi HAS BCEN SPREAD· .4 .5 .6 .7 .a 3 2 2 .1 .2 .3 .4 .6 .7 8 .9 .10 . 11 3 2 3 _, 2 3.2.4 1 3.2.5 .1 2 3 2 6 . , 2 3.2.7 . 1 3.2.9 .1 .2 33 (1) DEPOSIT TOPSOIL ON ONE SIDE OF TRENCH ANO SUBSOIL ON OPPOSITI, SIDE. SUBSOIL SHALL BE FREE OF ALL ROCKS AND CLODS 1/2 INCH IN DIAMETER, DEBRIS, AND LITTER, PRIOR TO USE AS BACKFILL WHERE SO INDICATED ON DETAIL. REPAIR ANY LEAKS AND REPLACE ALL DEFECTIVE PIPE OR FITTINGS UNTIL LINES MEET TEST REQUIREMENTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN INSPECTED AND APPROVED FOR TIGHTNESS, QUALITY OF WORKMANSHIP AND MATERIALS. BACKFILL TRENCHES, AFTER APPROVAL OF PIPING, WITH SUITABLE AND APPROVED MATERIAL, TAMPING SOIL AROUND PIPE AND THOROUGHLY COMPACTING ALL TRENCH FILLS UNTIL 90% COMPACTION HAS BEEN ACHIEVED. BACKFILL MATERIAL SHALL BE AN APPROVED SOIL, FREE FROM ROCKS ANO CLOD13 1/2" AND LARGER. CONTRACTOR SHALL NOT INSTALL PIPE ACROSS CONCRETE DRAINAGE SWALE . CONTRACTOR SHALL JACK OR BORE UNDER SWALE TYPICAL INSTALLATION OF POLYVINYL CHLORIDE PIPE BECAUSE OF THE NATURE OF PLASTIC PIPE AND FITTINGS, EXERCISE CAUTION ltJ HANDLING, LOADING AND STORING, TO AVOID DAMAGE. THE PIPE AND FITTINGS SHALL BE STORED UNDER COVER UNTIL USED, AND SHALL BE TRANSPORTED IN A VEHICLE WITH A BED LONG ENOUGH TO ALLOW THE LENGTH OF PIPE TO LAY FLAT so AS NOT TO BE SUBJECTED TO UNDUE BENDING on CONCENTRATED EXTERNAL LOAD AT ANY POINT. ANY PIPE THAT HAS BEEN DENTED OR DAMAGED SHALL BE DISCARDED UNTIL SUCH DENTED OR DAMAGED SECTION IS CUT AND REJOINED WITH A COUPLING. TRENCH DEPTH SHALL BE AS SPECIFIED ABOVE FROM THE FINISH GRADE TO THE TOP OF THE PIPE. THE BOTTOM OF THE TRENCH SHALL BE FREE OF ROCKS, CLODS, AND OTHER SHARP-EDGED OBJECTS. PIPE ENDS AND FITTINGS SHALL BE WIPED WITH MEK, OR EQUAL, BEFORE WELDING SOLVENT IS APPLIED. WELDED JOINTS SHALL BE GIVEN A MINIMUM OF 15 MINUTES TO SET BEFORE MOVING OR HANDLING. ALL FIELD CUTS SHALL BE BEVELLED TO REMOVE BURRS AND EXCESS BEFORE FITTING AND GLUING TOGETHER. PIPE SHALL BE SNAKED FROM SIDE-TO-SIDE OF TRENCH BOTTOM TO ALLOW FOF1 EXPANSION AND CONTRACTION. CENTER LOAD PIPE WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING AND SLIPPING UNDER PRESSURE. LEAVE JOINTS EXPOSED FOR INSPECTION DURINC; TESTING NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL INSPECTIONS HAVE BEEN COMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOLVENT WELD SETTING AND CURING. PLASTIC TO METAL JOINTS SHALL BE MADE WITH PLASTIC MALE ADAPTERS, METAL NIPPLE HAND TIGHTENED, PLUS ONE TURN WITH A STRAP WRENCH. PLASTIC TO PLASTIC JOINTS: SOLVENT-WELD, USING SOLVENT RECOMMENDED BY PIPE MANUFAC:rURER ONLY SOLVENT-WELD JOINTS: ASSEMBLE PER MANUFACTURER'S RECOMMENDATION . INSTALLATION OF BRASS PIPE CUT BRASS PIPING BY POWER HACKSAW, CIRCULAR CUTTING MACHINE USING AN ABRASIVE WHEEL, OR HAND HACKSAW. CUT NO PIPING WITH METALLIC WHEEL CUTTER OF ANY DESCRIPTION REAM AND REMOVE ROUGH EDGES OR BURRS SO SMOOTH AN UNOBSTRUCTED FLOW IS OBTAINED. CAREFULLY AND SMOOTHLY PLACE ON MALE THREAD ONLY. TIGHTEN SCREWED JOINTS WITH TONGS OR WRENCHES. CAULKING IS NOT PERMITTED. VAIVES ALL VALVES SHALL BE INSTALLED AS SHOWN IN THE DETAILS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND AS REQUIRED BY THE CITY OF CARLSBAD FOR IDENTIFICATION, PER POTABLE WATER STANDARDS. VALVE BOX· INSTALL VALVE BOXES AS SHOWN ON DETAIL. INSTALL NO MORE THAN ONE HOS[ BIBB VALVE PER BOX. VALVE BOXES INSTALLED NEAR WALKS SHALL BE 6" FROM THOSE ITEMS. ALL BOXES ARE TO BE MARKED AS TO THE TYPE OF VALVE SPRINKLER HEADS ALL SPRINKLER HEADS SHALL BE INSTALLED AS PER DETAILS SHOWN . NOZZLE SIZE OF ALL HEADS SHALL BE ADJUSTED TO SUIT ANY PARTICULAR CONDITIONS OF THE AREA. THIS SHALL BE DONE AFTER THE SYSTEM HAS BEEN THOROUGHLY TESTED. IMMEDIATELY AFTER WRITTEN NOTIFICATION BY TH[ ARCHITECT TO DO SO. INVERTED HOSE BIBB· INSTALL ALL INVERTED HOSE BIBBS AS INDICATED ON DRAWINGS AND AS DIRECTED . SET ALL VALVES PLUMB AND TRUE TO FINISH GRADE AND A MAXIMUM OF 6 INCHES FROM PAVING, WALKS, HEADERS OR CURBS, AND AS.SHOWN ON PLANS AND AS DIRECTED. BACKFl ow PREVENTER· BACKFLOW PREVENTER ASSEMBLY SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, LOCATED AND AS DIRECTED ON DRAWINGS, AND SHALL CONFORM TO ALL APPLICABLE ,CODE AND ORDINANCE REQUIREMENTS EXACT LOCATION AND POSITIONING SHALL BE VERIFIED ON THE SITE BY THE ARCHITECT. CLEAN-UP: AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL AREAS IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER COMPLETION OF THE PROJECT, CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHING WORK HE SHALL SWEEP AND CLEAN ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT TO THE PLANTINGS END OF SECTION =---~m--,rnrr>lffll..,.. .. , ______ ,,UJ.!"'l!IW.l.1~------r---------------------. I ' ( • --1 --, ' I • . I. ,_./ .. \. "AS BUILT" RCE EXP. ___ _ DATE APPROVED j)-,,;Fl'·1·NTn • I .• ,\ I I \ • ' I· .• ,! ~ ·'· ·' ... , REVIEWt:D BY: ENGINEERING PLANCHECKER DATE INSPECTOR DATE --------+-------+--+-------ii I S0T I CITY OF CAR LS BAD ~ PLANNING DEPARTMENT L.l.2_J ;:=:'.::::=:::'._"=====:=====::::'.....:::====: LANDSCAPE IMPROVEMENTS FOR: PLANNING AREA 26N IARA PHASE II Fou~h Avenue Corpo,,:e Con!or :='==£=2==.':)===L="=(\+=+====;;~ if= .. :::.=c 1$51 Fourth Avenue./Suitl!-200 I----+---+-------Al~ San Oi"90, CA 92101 I----+--+-------~---_-_-_-_·-_-_-_-~---_-_-_-_-_-_-_-_-_ --j-+ -_ -_ -_ -_ -_ --j+ -_ -_ -_ -_ --l½---1---_ -_ -_ -_ -1_;-_ -_ -_ -_ ----1---1 • . fhtu {) ?I 4, «5 (61 9) 239-2450/F AX 239-01 07 DIR lcCT c;. :-:--; ~-r=-~---,f!cA-':TE:±---:l'-='=- 1..arcsca;>e Arch,e:tuce • PianniC\) 41"' 0:}~ D?J:J 1 1-------+---+-------------------+----+---+----+------I ;:;:=;=;::::=;~==::Z:::::;-;====-:c-:::::::= DWN BY: -~1~ PRO,JECi NO.~][DRA.WING N,0. ~~ ir~~ Gl-90~3 321$-CoL OATE INJTI,t,1.. ENGINEER Of WORK DATE INITI,t,i.. D,O. TE INlll,t,L REVISION DESCRIPTION OTHER AP?ROV"1. an APPROV,t,L IRRIGATION LEGEND SYMBOL XV\V • f) [U] DESCRIPTIf'\N1MANIIFAl"T11 REIMODEL NO TORO 570S STREAM SPRAY W/35 DEG. NOZ F,H,Q. INSTALL W/FACTORY CHECK VALVE TORO 570S FLAT STREAM SPRAY W/10 DEG. NOZ. F,H.O. INSTALL W/ FACTORY CHECK VALVE CHAMPION #3D0 MANUAL CONTROL VALVE 1" SIZE FEBCO 825Y REDUCED PRESSURE BACKFLOW PREVENTER AND 'WYE" STRAINER RADIII~ 13' 12' 1 ,;,_I CHAMPION 1-401 LK HOSE BIB WI LOOSE KEY HANDLE(INSTALLED IN PLASTIC VALVE BOX) 1" WILKINS 70 SERIES REGULATING VALVE SET@ 75 PSI 3/4" DOMESTIC WATER METER BY OTHERS CLASS 200 PVC LATERAL LINE (MIN. 12" COVER) PSI "PM 20 1 8,L0,.60 30 1.8, 1.0,.60 sci lo, Jco -----SCHEDULE 40 PVC MAINLINE (MIN. 18" COVER) FOR 1-1/2" AND SMALLER ANO CLASS 315 FOR 2" ANO LARGER ;~-::.=,,-\--·+ MANUAL CONTROL VALVE SIZE \ . // VALVEGPM '"·,, ... -· '" ., .. ( ) 1\ i 1' ,; \ •. , ,!, '\ '., .. J. } RCE __ _ APPROVED REVIEWED BY: ENGINEERING PLANCHECKER DATE INSPECTOR PRECIP. RATE .69 1 .13 I 13 DET. NO, A A J,-... I C D E F "AS BU IL T" EXP. ___ _ DATE DATE J SH7EET j CITY OF CARLSBAD J SH,~~ j 1---1----+-----------------+--+---"-t---+---------t -PLANNING DEPARTMENT -....J 1---1-----+----------------+--+----t----t---------t LANDSCAPE IMPROVEMENTS FOR: ,,r -~-~i~_os~1_r~=-_"-r--------,f----_ --1+--_ 7----+ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -~--1+ -_ -_ 1+ -_ -__r~~-t=-7---------1 PLANNING AREA 26N ~,✓-.,._-. fE2. .':>\+t:_A VIARA _PHASE II " &'¥p., iil~f~-ajiiii-0~~.~---------------------------------------------------■----■~;.-.-■-■-■-■-■-■-■-■-■---.-.~------· ~L-____________________ ...._ __ · \l I S{J4 ~, KG\\ -f'\ Fourth Ave:1ue Corporate Centerf-------lf---+---------------+---t----t---+-----t ~ ~w • 6' 1, ' 1551 FourthA,enue/SuHe200 1-----lf----+----------------+--t----t----,------t APPR~/--·~·· . ,If. f ili,J. ,, 7-!'4 lf~ '' 0 · /I , San Di.,.,.,o, CA 9~ 101 • . ,~ It: ~· l---+--1-----~-----------t----+--+---t------t , / . / , "1 / ~' -I~ ~ I. • (619) 239-24o0/FAX239-0107 ',l',s•~nat,) _a ~1/) -__J.._3-1---1-----+-----------------+--+--➔---+---I ~AS:;S;::IS:;;:,l::AN=T=P::;''E A1'JN=l=;NG"';::=D=IR=E=C;l{c)=R==~====:;.D::A':':T=E== ·====; ·= -~ l..anc=po Architectucs, P1am<9 TI o/)~ D30' r. ii< ,, --" II DWN BY: j PROJECT NO. I DRAWING NO. A DATE INITI.IJ.. RE\/lSI0N DESCRIPTION DATE INITI.IJ.. DATE INlll.lJ.. CHKD BY: ---C'1" :::)0 -SB ~ ~0L ENGIN= OF WORK OTHER APPROVAi. CHY APPROV.IJ.. RVWD BY· . s - NOTE: FACTORY ASSEMBLED SWING JOINT AS MANUFACTURED BY DURA, lASCO OR EQUAL IRR~~I;ON Mg~~t + SIZE G~xgE iOO SERIES +007-9-0 3/4" SCH 40 570 SERIES -#005-9-0 1 /2" SCH 40 SOLVENT WELD (SLIP X SLIP) SOLVENT WELD SWING X SLIP~-...,, SCH 80 PVC PIPE ~,~"1<---c.A'III,,,, .:lG--'< g(f ELL (SWING X SWING) EXTRUDED 3• SCH 80 NIPPLE 90' Ell (SLIP X SLIP) 90'ELl (FIPT X SWING) MALE FITTING ADAPTER (SWING X SPIGOT) SCH 80 PVC PIPE, 12• SPRAY HEAD OR ROTOR HEAD SPRING l DED CHECK VALVE . AS REQUIR TO PREVENT , LOW HEAD D INAGE; USE FACTORY CHEC VALVE IF - AVAILABLE -VERI WITH LEGEND--------,,,~-- PVC FITTING----~ PVC LATERAL (COVER AS NOTED N LEGEND) 6" MIN C (2) GAL V. BANDS "FAST-LOCK" OR EQUAL PVC STREET ELL ~---''-----MAALEX STREET ELL SWING JOINT HEAD ON RISER A NOTES: 3 4. 5 6. 7 G EXCEPT AS SHOW'J_ Ti,ERE SHALL BE NO FITTINGS OR CC/,1JEC110NS TO OTHER FACILITl,S BETWE E•~ THE l,\Ell, ~ ANJ BACKFLOW ASSEMBLY THI: BACK FLOW PRf:VEN~E.A ASSEl~BLY l~UST BE INSTALi ED A MINlk!UIJ OF (6"1 AND NOT TO EXCEED A 11.AXll,,IJl,,I CF TWO FEE 7 :2') FROM THE 11,ETER EXCEPT WHERE TH:S \'vOJLO Ri'OUIRE THE 5ACKFl.0W 4SSEl,,IBLY TO BE :NSTALLED IN A PUBLIC RIGHT-OF-WAY, IN WHICH CASE. THE BACKFLOW ASSEl✓,Bl Y l~UST iNSTAI.LEO A MAXll,,IUM OF TWO ct ET (2') INSIJE THE PROPE:RTY LINE. TY?c K hARD OR TYPE L HARO COPPER OR BRASS WITH SOLDER JOINTS CR THREAOl::C: l,,IUST BE USED BUWccN THE lk:.TER AND BAC~SI_ OW ASSEl./2 3L Y _ PRECEDING THE NUM8E9 ONES.HUT OFF VALVE, CONNECTION i,,IUST BE I/ADE WITH A COPPER OR BRASS RiSEl1 OR BRASS 9C DEGREE ELBOW SHUT OFF VALVE IAAY BE PRECEDED BY A COPFc9 OR BRASS Nl"PLE ANDIOR A BRASS UNION. RISER !,1UST BE MADE OF SUFFICIENT LE'"JGTH THAT THE BO-r-OM OF THE BACKFLC>'I ASSEl~BLY IS TWELVE INCHES (12") TO THIRTY SIX ,NCH"S (36") ABO\/E GRADE IN AN AREA NOT SUBJECTED TO FLOODING. FOLLOWING THE NUMBER TWO SHUT OFF VALVE, THE CONNECT10N MUST BE l~AOE WITH A COPPER OP. BRASS 90 D[GRc E ELBOW TO A CCPPER OR 8.C,ASS 90 JEGREE ELBOW. SHUT OFF VALVE MAY BE l'OLLOWED BY A COPPER OR BRASS NIPPLE ANDtOR A BRASS UNION. RISER Mus~ BE 1!,ADE OF SUFFICIENT LENGTH THAT THE BOTTOM OF Tli[ BAC<."I ow ASSEMBLY IS TWELVE INCHES i12"") TO THIRTY-SIX INCHES (36") ABOVE GRADE IN AN Af1EA NOT SU&JECTE:) TO FLOODING. IF BACKFLOW ASS~MBL Y IS TO BE INSTALLED ON A SLOPE wI-:-H A HORIZONTAL ,0 VEf1-CICAL RATIO OF 4:1 CR GREATER, A TWO FOOT (2') HIGH RETAINING WALL 1/,UST BE BUil -SURROUNDING THE ASSEIJ,Bl.Y ASScl~BLY MUST BE LOCATl'D IN .AN A~U, 1--IOT SU&JECT TO FLOODING. ONLY THE REDUCED PRESSURE PRINCIPLE BACK FLOW PREVENTION ASSl'l~BLIES WHICH HAVE BEEN APPROVE cl 8Y THE S• ATE OF CALIFORN:A DEFAfffl.!ENT OF HEAL TH SERVICE, MAY 3E USED O'J \\'ATER SERVICES WITHIN THE CARLSBAD MUNICIPAL WAER DISTRICT. APPROVED BACK FLOW--~ ASSEMBLY WIBALL VALVE ~ ~ONDING (I '\(WHEN JUMPER RE 0.) FINISH GRADE~ I' BONDING JUMPER~,____ (WHEN REO.) _;~NloN-_ -_ --- , . ll. 2 MAXIMUM I \ \ 12• MINIMUM 36' AXIMUM D \,BACKFLOW ASSEML Y DEVICE -1'~ TO SYSTEM I I -------PRESSURE REGULATOR SEE DETAIL_.:...F __ -BACKFLOW PREVENTER SEE DETAIL D ~--:i/ 4 METER BY OTHERS EQUIPMENT ARRANGEMENT FOR- P.O.C. AT RESIDENTIAL LOTS I • I ' I --UNION NOT TO SCALE HOSE BIBB / ;'--------.--------------~~ LA MESA BLUEPrll"ll · J=-o(3E. OE ~V/N_G __ EJC. I 4-''.t -}-R:.,U~ I fl LAWN _ . \ ' 1r ---r1 -k-:~--;--I ,, --_. ··=-: _7f=IN. GR. ,. . : . ' . ' ' 4..1 _.-_. .:_; ~ ~ ll} }::::._ :_ ,1 t ~: ~l!..11 (f) l-l.t• c~u1· 1-10--E. 1 fl SI-EE.VE l t!E 70 'vfAJ_____Vt::-WI 2!i?'flR4JJR.E ,I. DETAIL MANUAL CONTROL VAL VE VALVE BOX WITH COVER MARKED"GV"(BROOKS MODEL + 3-HL IN MEDIANS, BROOKS MODEL +1419 WITH SNAP COVER ELSEWHERE) 1/2" IN TURF AND 2• IN GROUNDCOVER AREAS FNSH GRADE PVC MALE ADAPTER PVC MAfi-~~ (COVER AS NOTE IN LEGEND) 2•K4•x24• REDWOOD-~ 1 CU.FT. PEA GRAVEL------ 4• MAX. PVC MALE ADAPTER NOTE: USE 45° ELLS !MME.DIA TEL Y OUTSOE OF VAL VE BOX, AS NECESS.l.RY, FOR TRANSITION TO REOURED MANLJ,jE DEPTH. F PRESSURE REGULA TING VALVE APPROVED ENGINEERING PLANCHECKER DATE DA lE INITl"1.. ENGINEER Of WORI( REVISION DESCRIPTION PTi\N'T'TtJC; "AS BU!L T" -·'\-Ti.·-() .l'1 J __ , 1, RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE PA TE INITl"1.. OA TE INITI"1.. OlHER APPROVAi. CITY APPROVAL + HGll!l'I Mt:~APHICA 0 20 SCALE -, .. - ,._., -......_ ...... --,. ~·~~:--,, ' s~ ~-$:..1'irt-' t:;:p..,~. p...CA, 12f'=O, + 40 60 80 SEE L.ANDS_,_CAPE IMPROVEMENT DRAWINGSfOR CARLSBAD TRACT NO. 89-37 A VIA.RA PHASE II FOR EXISTING LAND$C.(>,PE SEE SHEET 26 DRAWING NUMBER 318-9L . I , . . . " ' , 'S' ~ . ,,. . ,'·· l . , , • ., I , I I . . , . I L-: , \ __ ,__I('" i -•· ,..,~··,3✓ / , , 6,1 , ' ,· 13 83 ' . \ . \, -I "··-... . "· , .. ,,,:w, 54 .J. Ol ·--.... .. ... p). . ._· __ · \ r--·-. .._ \:= -.• _ , < ' -°' '; ~ t • .. ( "' I en· -.··' \:) . 6 .1 3 . i . "' 0 + + -~c..--t·· :7' l I I 0 + ---------- ('I') ..--I --------~--;.SEE LANDSCAPE IMPROVEr::ENT DRAWINGS FOR CARLSBAD TRACT NO. 89-37 AVIARA PHASE 11 FOR EXISTING L,!.liNDSCAPE • SEE SHEET Z.7 DRAWING NUMBER 318-9L .:.,,.,L ~-SEE LANDSCAPE IMPROVEMENT DRAWINGS FOR CARLSB~D . TR.!ICT NO. 89-37 AVIARA PHASE II F°OR EXISTING LANDSCAPE +~I / I SEE SHEET 2 \ DRAWING NUMBER .2~-9F / I 0 ----------------- co \ I Fourtt.'I Avenue Corporate Gentef 1551 Fourth Avenue/Suite 200 Sar, Oi~o. CA 92101 (619) 239-2450/FAX 239-0107 / , 0) i'.'.t.9 c2· / / / + \ APPROVED / I I ,-~ . ---- -' - - \ Key· Map .1 I CONTRACTQR SHALL BE RESPONSIBLE FOR THE REPLACE·MENT OF PLANT MA~RIAL ON SLOPES DUE TO DAMAGE DURING THE GfiADING'c PROCESS. THIS INCLUDES TREES SHRUBS GRO~~bVER AND HYDROSEED MIX. ' ' Y TREES WILL BE REQUIRED PER P C RESO #3314 TION #16 ANO SHALL Bt= INSTALLt=D BY GUt=ST . },f. LOPER. 1-\Pl=iF(0\1iD FOR IJLJ .. NTINC~ "L\ND IR:RIGJi.1'10i~ ONLY, INCL,-UfJINC; !=i:F~E'.C.ISE: LC)C,\rflON OF' PLi\N1'ING PLANTING PLAN "AS BUILT" RCE __ _ EXP. ___ _ DAlE REVIEWED BY: ENGINEERING PLANCHECKER DATE -~ F' "C' " c• ~~-tD.:.~0-INSPECTOR DATE ~ ol--1,1:,.. 1<EN1~ ;3,z. r----i---t-------------+---1------l~_j__J ~ CITY OF CARLSBAD I SHl~TS I ~====~~===~t==============================j=====t====t====±====:J ;::L2_j==::..:·===PL::::A:::N:::::N:::IN::::::G::::.:::::::D:::E:::P:::::AR::::™:::::::E:::N:::T==='-'=='=·~ '-':::! LANDSCAPE IMPROVEMENTS FOR: PLANNING AREA 26N Landscape Art;:hit@Cl:1.1re • Planning #--9/--030 r==~t==t====================t==±===i===±==..J_J 'Ff:c.2."::>J.++ A).9ARA P~ASE 11 l7z. ! I - 1#?:J E~ ( ()O·Q()' ,, ----,_-- . I ' .. J \ ...... l. ' ,s . --,- _>-......... ", - . ----G --~---~-----~:::-- ...... . ' ,, ··--·--.:.. •.... "--~~'-; C 20 40 60 ) (._ _______ . 112,44' • ---------~ ' . L_ '· ' . . j. .. j ~i ~:::.1··-. -,-:.·:·.:,:~ • .:..,;;;;_,.c~ ... "1"""""""'""""""'"" .... ~.. ·--,? / .:':.':'!' ., ,~: t;;:-~~; ,. \ 1--· ~---,,. ... ,,. ::..~f·:·,,~ .. : :' \ \ \ \ ' \ ' \/ :··-·::::.;.,-!'"<f:: .. _ i!:\:·~~:i,,.,:. \ I -I J. ____ _ " ,, , •.••• 11,."''' .. . " ,. i .:,,... .... / .,y-· 2. r I I NOTE: 0, ,,. . ;i~· e '\,::~;,-·-I I I I I • \w ,.. OJ- /5' ---__ ' ~-~ t-: , ,:::.;~'-~i 1. _\BONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF '.:\ \'-•. PLANT MATERIAL ON SLOPES DUE TO DAMAGE DURING THE P·LANTING -PLAN-, GRADING PR OC ES S. TH IS INCLUDES TR ~;-SE:.SS~.~S~H:u:Rl':U:!JB~S:..!''-------------r-------::~---.-..~----, GROUNDCOVER AND HYDROSEED MIX. ' "AS BUILT" STREET TREES WILL BE REQUIRED PER P. C. RESO #3314. G,QNDITION #16 AND SHALL BE INSTALLED BY GUES DEVELOPER. 1\ pp-:J . \7},' T) FO 1' D -f-1 NT'1···1 ~; (' c, l\() ... ,J_'_ .:' -\ l ~-'--' l~d C1 Nf •: __, 1 ___ J 1 , APPROVED ENGINEERING PLANCHECKER DATE LO C 1AT'I O >T r--iRECJSF~ flLA.NT'ING RCE EXP. DATE RE\IIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD ~ l---~--+----------------+--+----t----t--7 LiQJ PLANNING DEPAR'TMENT L..12.J ~~=:::::::::::::::::::::::::::::::::::::::::::::::::::::===~===: LANDSCAPE IMPROVEMENTS FOR: PLANNING AREA 26N ~ourth Aven1.1s Corpo(ate Center 1551 Fourth Avenue/SuUe 200 San OloQo, CA 92101 A PHASE_-ll (619) 239-2450/FAX 239-0107 APPROVED Landscape Architecture • Pfamning #9)-030 DATE ASSISTANT P~ DA'II'. ll'IIAI. REVISION DESCRIPTION Y: I DA'II'. ll'IIAL DA'II'. INl'IIAL CHKD BY: __ _ r,;D1HER;;;:,.;:;l;;R:;;<1¥~AL~r,a;l'~r~ .. ~F;:Ru;;;V.;:;M.;1 uR~V~'WD~.,EB!.,!Y.,;,.: ===l £MIN&P' a, - PR~CT NO_ I DRAWING NO. GT~-35 _ 325-Cd.-- 0 TIGEA AEPROGAAPHICS i . SEE LA\IDSCAPE IMPROVEMENT-,--,----'.--~''•----------""' · DRAW·ING'ii FOR CARLSBAD Til{ACT '· \ N_o. 89,~VIARA PHASE II F~ / EXISTJ.\JG LAi:llDSCAPE \ ~E SHf~,. ~(/ D .. FlA. Ww-JG ,,<-•.-.· . NtJl)(1~5-:;ll., ' , ~, ' j I I ,. '•,.!• '\Q, :'. ... /: 'i ~ r \ .. ~¾ I . \) ''.· ' l co 80 .,, \' SEELANDSCAA>EIMPROVEMENT\y----'r.-------\,i.__ DRAWINGS FOR1: ARLSBAD TRACT NO. 89-37 AVIA A PHASE 11 FOR I + EXISTING I_! NDSCAPE ' SEE SHEET.:;-;:;=:;!F--:-c DRAWING Nl]MBE 318-9t~ .,, j \ I: )( i I ! l r i I ,I I I I I I , I i t ,: I i 7 ()4' 'l'" I I 1,, I I ["\ \!_) I 62, '1il'! / / / .t-3.,, >9' ...... ______ _ -.,.. COASTA'-PE[D /' Pt5TRICTEO AffA / + I l / \ CO,Af:,1AL \ \ I I I l I I \ I I I ! : i f ! I I ii ' I I I I ,I I I I I I . I I I I i I . ' I I ' I I I I I I I I ' I / I I I I I I -+- I I I ' I I !.+I, 1 I I I i , I : Cy I ' I l \ \ ' \ \ \ \ '' '' // , ! // •' / + I\ i / \ i, ..... , I ' ···1 _; / /"'\ .• I I , ·, I I .\ l ' '. ... ) ! ' ..! I I I . \ \ ' \ \ \ \ \ ' ' \ ' \ ' co o ·1 -..----------SEE LANDSCAPE IMPROVEMENT DRAWINGS FOR CARLSBAD TRACT NO. 89-37 AVIARA PHASE 11 FOR EXISTING LANDSCAPE' 11 I ' / \ \ \ l ,.-,, \ I )\ ) I i I Fourth Avenu"" Cm .. porate Center 1551 Fourth Avenue/Suite 200 San Diego, CAa2101 (619) 239-2450/FAX 239-0107 Landscape: Ar'Chiteciure • P1Mning A40 12 + APPROVED SEE SHEET ?f} DRAWING NUMBER 318-9L 1 I ' I ' ' ' I I \ \ ENGINEERING PLANCHECKER DATE I ' \ I I \ I i ' \ ' "AS BU I LT" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE q :S ?J·ZI· 4 1--C> ~ ~ t----+--+------------+--+---+---+---LJLJ CITXAN~l!G ~~~~N~AD LJ2.J DA ft 11,flTIAl ENCINE;ER OF WORK REVISION DESCRIPTION DA 1( IMllAL DA 1( INlllAl OllO APPROVAL CllY APPIIOVAl LANDSCAPE IMPROVEMENTS FOR: -PLANNING AREA 26N A VJA:RA PHASE ll 1/4 I ASSISTANT DIRECTOR DATE D BY: __ _ CHl<D BY: __ _ RVWD BY: PRO..l:CT NO. I DRAIMNG NO, OT 00-~ ws-rd--.. I r I I I I . St-CJPNQ2400 ~.R.i!: AJ'J® PART I • GE..H.E.BAL 1.1 SUMMARY: THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPME.NT NECESSARY TO PHlfOAM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED . 1 RELATED WQRK; IRRIGATION SECTION 02U1 1.2. SUBMITTALS: UPON 8EING AWARDED THE PROJECT, CONTRACTOR SHALL SUBM T A LIST OF SOIL AMf",DMENTS, FERTILIZERS, PL.0.NT MATERIALS, SF EDS, AND SOD WITH QUANTITIES OF EACH WITHIN 15 DAYS FROl,I AWARD OF CONTRACT. 1 .">. GUARANTEES AND REPLACEMENTS: . , .3 SHRUBS, VINES AND GROUNDCOVERS SHALL BE GUARANTEED TC REMAIN riEALTHY AND VIGOROUSLY GROWING FOR ONE GROWING SEASON OR SIXTY (60) D/\YS, WHICHEVER COMES FIRST. ALL TREES THAT HAVE BEEN SUPPLIED AND INSTALLED UNDER THIS CONTRACT SH.ALL BE GU.ARANTEED TO LIVE IN A H~AL THY CONDITION FOR A PERIOD OF ONE (1) YE.AR FROI.' DATE OF FINAL ACCEPTANCE OF PROJECT. IF TREES ARE ALSO SUPPLIED BY -,-HE OWNER, THE GUAR/\NTEE SHALL APPLY AS STATED .ABOVE. ALL PL.ANTS FOUND TO !!E DEAD ANP ALL PL.ANTS NOT IN ,,_ VIGOROUS CONDITIOli NOTED WITHIN THE GUARANTEE PERIOD SHALL flE REPL,.CEO WITHIN FOURTEEN (1~) DAYS. PL.ANTS USED FOR REPl.ACEMENT SHALL BE THE SAME KIND AND SIZE AS SPECIFIED IN THE PL'-NT UST. THEY SHALL BE FURNISHED, PL.ANTED AND FERTILIZED AS ORIGINALLY SPECIFIED. AT NO COST TC OWtiER. 1 .4 OBSERVATION: .1 OBSERVATIONS HEREIN SPECIFIED SHALL BE II.ADE BY THE .,o . 11 A. ALL PLANTS NOT CONFORMING 10 THE REOI.JIFIE ... ENTS HEREIN SPECIHED SHALL BE CONSIDERED DEFECTl~E. AND SUCH PLANTS WHETHER IN PLACE OR HOT, SHALL BE MARKED AS REJECTED AND BE Ill.MEDIATELY REMOVED FROM THE SITE Of THE WORK AND REPLACED WITK ACCEPTABLE PLANT MATERlt.LS THE PLAliT .. AT[AIALS SHlLl M[[T ALL APPLICABLE INSPECTIONS REQUIRED 'IY LlW .ALL PLANTS SHALL BE OF THE SPECIES, \IARIET'I, SIZE., AGE, HOWER COLOR AND CONDITION AS SPE.CIFIED HEREIN AND10R AS INDICATED ON THE DRAWINCiS. UNDER NO CONDITION WILL THERE BE ANT SUBSTITUTION OF PI.ANl SPECIES, VARIETY, OR REDUCED SIZE FOR TMOSE LISTED ON THE ACCOMPANYING DRAWINGS, EXCEPT WITH THE EXPRESS WRITTEN CONSENT or THE ARCHITECT. UTILITIES A. ALL UTILITIES (WATER AND ELECTRICITY) USED DURIN(i THE INSTALLATION OF THE LANDSCAPING AND IRRIGATION SYSTEMS FOR THIS PROJECT SHALL IE PAID FOFi IY THE CONTRACTOR. DURING THE 60-DAT liAAINTENilNCE PERIOD. THE OWNER SHALL .E RESPONSIBLE FOR PAYMENT or THE UTILITIES, PROTECTION OF El\lSTING TREES SHRUl!S AND YINES: A. IT IS THE INTENT OF THE PROJECT THilT CERTAIN EXISTING PLANT IIATERIALS SHALL IE AETAINED PRIOR TO l'HE REIi.OVAL OF ANY TREES, THE CONTRACTOR SHALL CONFER WITH THE ARCHITECT TO DETERMINE THOSE PLANTS THAT ARE TO REMAIN. B. ALL EXISTING TREES WHICH ARE TO REMAIN IN THE PROJECl SHALL IIE TAGGED AND IDENTIFIED IY THE CONTR.ACTOR PRIOR TO START OF WORK. C. D. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TREES THAT ARE TO REMAIN Iii THE PROJECT. DAM,.G[ TO A PLANT WHICH RESUL'fS IN DEATH OR PERl.',ANEt;T DISFIGURATION SHALL RESULT IN THE COMPLETE REMOVAL OF THE PLANT, INCLUDING ROOTS, FROM THE SITE BY THE CONTR,lCTOR, AND THE CONTRACTOR, AT HIS OWN EXPENSE SHlLL REPLACE THE PLANT WITH ONE OF EQUAL VALUE AS ESTASllSHED BY THE ARCHITECT, OR REIMBURSE THE OWNlR THE COSl OF SAID REPLACEMENT. THE ARCHITECT SHALL BE THE SOLE JUDGE Of THE CONDITION OF THE PLANT. ALL EXISTING TREES THAT ARE TO REMAIN SHALL l!E PROTECTEO AT ALL TIii.ES FROM DAl/.,lGE BY WORKERS AND EOUIPMENT ALL DAM.GE llY THE CONTR,1,CTOR TO EXISTING PLANTS SHALL BE REPAIRED AT THEIR EXPENSE BY PERSONNEL AFPROVED BY THE ARCHITECT. 5 1 .8. ARCHITECT. THE CONTRACTOR SHALL REQUEST OBSERVATION IN WRITllolG, IN ADVANCE OF THE TIME OBSERVATION IS REQUIRED. . 2 OBSERVATION WILL BE REOUIRED FOR THE FOLLOWING PARTS Of THE WORK: A. PRE-CONSTRUCTION MEETING. B. INCORPORATION Of SOIL CONDITIONERS AND FERTILIZERS INTO THE SOIL. C. UPON THE COMPLETION OF GRADING PRIOR TO PLANTING. D. APPROVAL Of PLANT MATERIALS. E. WHEN TREES AND SHRUBS ARE SPOTTED IN PLACE FOR PLANTING, BUT BEFORE PLANTING HOLES ARE EXCAVATED. f. ORIENTING SPECIFIED TREES. G. VERIFICATION OF FINISH GRADES. H. APPUCATION OF PAE-EMERGENT HERBICIDE. I. PRE-11.AINTEN.ANCE OBSERVATION. J WHEN P~ANTING, AND AI.L OTHER INDICATED OR SPECIFIED WORK, EXCEPT THE MAINTENANCE PERIOD, HAS BEEN COMPLETED, ACCEPTANCE ANO WRITTEN APPROVAL SHALL ESTABLISH BEGINNING OF THE MAINTENANCE PERIOD. THIS IS NOT A FINAc OBSERVATION OR ACCEPTANCE, ANO IT DOES NOT REUEVE THE CONTRACTOR FROM ANY OF THE RESPONS:BILIT!ES IN THE CONTRACT DOCUMENTS FOR THIS PROJECT . flli.A..l_Q_!is.E..6.Y.AIJ.Q.l:i TO B[ HELO AT THE COMPLETION OF THE 60·DAY MAINTEl-,ANCE PERIOD. THIS OBSERVATION SHALL ESTABLISH THE BEGINNING PATE. FOR THE ONE-YEAR GUARANTEE OF ALL TREES 3 ACCEPTANCE. UPON COMPLE.TION OF THE FIP,AL OBSERVATION AND 'rHE WORI( OF THIS SECTION, THE CONTR,1,CTOR WILL BE l<OTlflED IN WRITING, (1) WHETHER THE WORK IS '°'CCEPTABLE; ANO (2) OF .ANY REQUIREMENTS NECESSARY FOR COMPLETION AND '°'CCEPTANCE. THE CONTRACTOR OR HIS .AUTHORIZED REPRESENTATIVE $HALL BE ON THE SiTE AT THE TIME OF EACH OBSERVATION. WAINTENANCE· . 1 THE MAiNTENANCE PERIOD BEGINS ON THE FIRST DAY AFTER ALL LANDSC.APE IRRIGATION WORI( ON THIS PROJECT IS COlo/.PLETED, CHECKED, ACCEPTED, AND WRITTHI APPROVAL FROM THE ARCHITECT IS GIVE". TO BEGIN THE ... AINTENANCE PERIOD, AND G THE CONTRACTOR SHALL INSURE TH,lT .. 0 FOREIGN MATERIAL ANDIOA LIQI.JIO. SUCH AS PA-INT. CONCRETE, C[ME"'T, OIL, TURPE.f,ITINE, ACID OR THE lli".E., I![ DEPOSITED OR ALLOWED TO IBE DEPOSITED Ot< ANY SOIL WITHI'-THE DRIP LINE (THE OUTSIDE EDGE O< THE FOLIAG~ OYERHANGi OF AtlY TREE OR SHRUB. OR WITHIN f"' Of THE TRUNK OF A VINE SHOULD ANY SUCH POISONING OF THE SOIL OCCUR, THE CO,.TRACTOR SHALL REMOVE 5,1,10 SOIL AS DIRECTED BY THE ARCHIHCl ANC REPlilCE WITH ACCEPTABLE SOIL AT NO EXPENSE TO THE OWNER. EXCAVATION ADJACENT TO EXISTING TREES A.HO SHRUBS: WHERf IT rs NECESSARY TO EXCAVATE Iii CLOSE PROXIMITY TO EXISTl"IG TREES AND SHRU!!S. ALL POSSIBLE CAUT-ION SHALL IE EXERCISED TO A\IOID INJURY TO ADOTS AND TRUN•. EXCAVATIO" CLOSE TO TREES SHALL IBE llY HAND, TUNNELING UNDER ROOTS 2" AND LARGER IN DlilMETER. CUTTl"G Of AOOTS 2" AND LARGER SHALL BE ONLY ON THE APPROVAL OF TH[ ARCHITECT PAINT CUT l'IOOTS WITHIN U HOURS, WHEAt TH!S f>OSSll!LE. l(EEP THE SITE OF EXCAVATION ADJACENT TREE S'1ADED WITH MOIST IURLU' OR CAHYAS IS NOT TO THE INVOICING OF i"LANT MATEl'IIALS AND SOIL PREP,-RATION AND SOIL PREPARATION CONFORMANCE TEST: . , .2 AFTER INSTALLATION Of PLANT IIATERIALS, 11.Jl f>RIOR TO THE PRE-MAINTENANCE INSPECTION, THE ARCHITECT, WITH THE HERETOFORE &PECIFIEO SIGNED COPIES or THE RfOUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FOR THE PLANT MATERIALS AND RELATED ITEMS, $HALL INCLUDE SUCH 1,0.TERIAL, COMPARING THE TOTAL AREA ANDIOR THE AMOUNTS SPECIFIED. IF THE MINIMUIII AMOUNTS HAVE .. OT !BEEN FURNISHED, THE ARCHITECT WILL AEOUIRE TM[ INSTALLATION O, AOOITION.ll MATERIALS TO FULFILL THE MiN!MUIII REQUIREMENTS SPECIFIED. UPON DELIVEl'lY or t,IATER!Al.S AWD,OR COMPLETION OF ALL SOIL CONDITIONING AND GRADING, BUT PRIOR TO INITIATING PLANTING OPER .. TIONS, TH[ ARCHITECT WITH THE HERETOFORE SPECIFIED SIGNED COPIES OF THE REQUIRED CERTIFICATES, TRIP SLIPS AND INVOICE;S FOR SOil. PREPARATION MA1'f:l'IIALS, $HALL INVOICE SUCH "'•TERIAL, COMPARING THE TOTAL AREA OF EACH OPERATION. IF THE MINIMUIJ RilTES OF APPLICATION HAVE NOT BEE"' ""ET, THE ARCHITEC1 WILL REQUIRE THE DISTRIBUTION OF ADDITIONAL OUANTITIES OF THESE MATERIALS TO FULFILL THE 1.7. SHALL CONTINUE THEREAFTER FOR NO LESS THAN 60 CALENDAR DAYS. _ 2 THE CONTRACTOR SHAl..L CONTINUOUSLY MAINTAIN ALL INVOLVED AREAS OF THE CONTRACT DURING THE PROGRESS Of THE WORK ANO DURING THE MAINTENANCE PERIOD UNTIL THE FINAL ACCEPTANCE OF THE WORK. .3 REGULAR PLANTING MAINTENANCE OPERATIONS SH.ALL BEGIN IMM(DIATELY AFTER EACH PLANT OR LAWN IS PLANTED. PLANTS AND !..AWNS SHALL BE KEPT IN A HEALTHY, GROWING CONDITION AND IN A VISUALl..Y PLEASING APPEARANCE BY WATERING, PRUNING, MOWING, ROLLING, TRIMMING, EDGING, FERTIL!ZING, RE•STAKING, PEST AND DISEASE CONTROLLING, SPRAYING, WEEDING, CLEANING• UP AND ANY OTHER NECF.SSAAY OPERATION OF MAINTENA"lCE. LANDSCAPE AREAS SH.ALL BE KEPT FREE OF WEEDS, N.DXIOUS GRASS, AND ALL OTHER UNDESIRED VEGETATIVE GROWTH AND DftlRIS. ALL PUd-HS FOUND TO BE DEAD OR IN AN IMPAIRED CONDITION SHALL BE REPLACED IMMEDI.ATELY WIH11N 3 DAYS. SEE DRAWING FOR POST-FERTILIZATION [7•9•4) PROGRAM. . 4 THE CONTRACT COMPLETION DATE Of THE CONTRACT M.AINTENAHCE PERIOD WILL IIE EXTENDED, WHEN IN THE OPINION OF THE ARCHITECT, IMPROPER MAINTENANCE AND/QR POSSIBLE POOR OR UNHEALTHY CONDITION OF PLANTED MATERIAL OR UN-ESTABLISHED NON-COVERING LAWNS ARE EVIDENT AT THE TERMINATION OF THE SCHEDULED MAINTENANCE PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL MAINTENANCE OF THE WORK AT NO CHANGE IN CONTRACT PRICE UNTIL ALL Of THE WORI( IS COMPLETED ANO ACCEPTABLE. . 5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE PROTECTION OF THE AREAS DAMAGED AREAS SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE, LAYOUT OF WORK: THE CONTRACTOR SHALL EMPLOY, AT HIS OWN EXPENSE, A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR TO LAY OUT THE WORK OF THE PROJECT, TD EST,.BLISH ALL REFERENCE POINTS SET FOR CONSTRUCTION AND THE CERTIFICATION OF FINISH GRADES WITH CIVIL. ENGINEER DR.AWING$ GENERAL REQUIREMENTS: . 1 THE TERM "PL.ANTING AREA'· SHALL MEAN ALL AREAS TO BE PLANTED WITH TREES, SHRUBS, GROUNDCOVERS, SOD AND SEED. . 2 ACTUAL PLANTING SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE. . 3 ALL ROCKS AND CLODS 1"' OR LARGER, AND OTHER GROWTH OR ARCHITECT AND SUBMITTED TO THE SOIL LABOFi.lTORY FOR COMPARISON 10 A CONTROL MIX. COST OF THE ABOVE TESTING llY THE SOILS LABORATORY SHALL BE BORNE eY THE CONTRACTOR . l AFTER LEACHING OPERATION, FOUR SOIL SAMPLES WILL IIE TAKEN BY ARCHITECT AND SUB ... ITTED TO THE SOIL LABORATORY FOR TESTING OF ECE AND PH COST OF THE ABOVE TESTING BY THE SOILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR. PART 2 · PRODUCTS 2., SOIL AIIIENDMENT AND FERTILIZER: . , .2 .3 .S SOIL CONDITIONER SHALL CONTAIN A SPECIAL ILEND OF O"'GANIC FRACTIONS TO SUPPLY SEVERAL DEGREES OF BREAKDOWN RATE WHICH LASTS t!P TO 10 VEARS IN THE SOIi.., A PORTION OF INORGANIC '°'"'ENDMEHT THAT RESISTS FURTHER IREAl(DOWN, f'H OF 5.S T.:J 6.S, SALINl'rY OF 3 (), ORGANIC ... A TTEJ\ (DRY WEIGHT BASIS) ... ORE TH.l,li 80'1., NON-IONIC WETTING AGEWT .AND TOTAL NITROGEN CONTENT OF 0,5,_ (LOAMEX, WIL•GRO, LIFE FOREST HUii.US). GYPSUM SHALL BE A GYPSUM (CASO 2H20) COMBINED SULFUR. COMMl;:RCIALLY PROCESSED ANO PACKAGED WITH llilNIMUM 80'>. GRADE CONTAINING 14'1. IRON SULFATE (EXPRESSED APPROVED BY ARCHllECT. AS METALLIC) If'>,, OF OUAl.lTY ' SULPHUR (SOIL) (ELEMENTAL! IP'>. OF QUALITY APPROVED llY ARCHITECT. FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL ORGANIC AND INORGANIC GRANULAA FERTlllZERS, FREE-FLOWING, SUIT.l8LE FOR APPLICATION WITM AFPR0\1[0 EOUIP.ifNT, ,lND SHALL CONTAIN THE FOLLOWING MINtMUl:I AVAILABLE PERCENT.AGES 8Y WEIGHT OF PL .. NT FOOD: NITROGEN PHOSPHORIC POT.ASH ACID MINIMUM MINIMUM MINIMUM APl'HOVED .4 .5 .7 8 .f .7 DEBRIS ACCUMULATED DURING THE DURATION OF THE PROJECT, SHALL BE REMOVED FROM THE SITE UNLESS SPECIFICALLY EXEMPTED IN WAil iNG. PRIOR TO THE EXCAVATION FOR P)..ANTING OR PLACING OF PLANT MATERIALS, LOCATE ALL UNDERGROUND UTILITY LINES STILL IN USE AND TAKE PROPER PRECAUTIONS TO AVOID DAMAGE TO SIJCH IMPROVEMENTS. IN THE EVENT OF A CONFLICT BETWEEN SUCH LINES AND PLANT LOCATIONS, NOTIFY THE ARCHITECT WHO SHALL ARRANGE FOR THE RELOCATION OF ONE OR THE OTHER. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR MAKING ANY A.ND ALL REPAIRS FOR DAMAGES RE SUL TING FROM WORK AS HEREIN SPECIFIED. GRAPING AND SOIL PREPARATION WORK SHALL IIE PERFORMED ONLY PURING THE PERIOD WHEN BENEFICIAL AND OPTIMUM RE SUL TS MAY BE 0B TAINEO. If THE MOISTURE CONTENT OF THE SOIL SHOULD REACH SUCH A LEVEL THAT WORKING IT WOULD DESTROY SOIL STRUCTURE, SPREADING AND GRADING OPERATIONS SHALL BE SUSPENDED UNTIL THE MOISTURE CONTENT IS INCRE.ASED OR REDUCED TO ACCEPTABLE LEVELS ANO THE DESIRED RESULTS ARE LIKELY TO BE OBTAINED . ALL SCALED DIMENSIONS ARE .APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND IMMEDIATELY INFORM THE ARCHITECT OF ANY DISCREPANCY BETWEEN THE DR ... WINGS ANDIOR SPECIFICATIONS AND ACTUAL CONDITIONS. QUANTITIES FOR PLANT M.ATERIALS ARE SHOWN FOR CONVENIEt;CE ONLY, AND ARE "NOT GUARANTEED, CHECK AND VERIFY COUNT AND SUPPLY SUFFICIENT t<UMBER TO FULFILL INTENT OF DRAWINGS . ADEQUATELY $TAKE, BARRICADE, AND PROTECT ALL IRRIGATION EQUIPMENT, MANHOLES, UTILITY LINES, AND OTHER EXISTING PROPERTY DURING ALL PH,t.$ES OF THE $OIL AMENDING AND GRADING OPERATIONS B . C . ONE SAMPLE OF EACH TREE VARIETY AND SIZE, CALLED OUT ON DRAWINGS 1S·GALLON AND LARGER SHALL IIE DELIVERED TO THE F'ROJECT SITE FOR APPROVAL PRIOR TO INSTALLATION. THE CONTRACTOR SHALL IMMEDIATELY REMOVE ANY TREES NOT APPROVED. THE CONTRACTOR AT HIS OPTION AND AT HIS EXPENSE CAN RETAIN THE SERVICES OF THE ARCHITECT TO REVIEW TREES N" BOX SIZE AND LARGER l,,_GGED AT THE NURSERY ANDIOR AT ITS Pl.ACE OF GROWTH, OR AS OTHERWISE SPECIFIED ON DRAWINGS. FERTILIZER (COMMERCIAL) SH.ALL 8E A LONG-LASTING CONTROLLED RELEASE F'LASTIC·CC.ATED, UNIFORM IN COMPOSITION, FREE· FLOWING SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT Of PI..AHT FOOD. NITROGEN PHOSPHORIC ACID POTASH 21.0% t,IINIMUIII 00'>. MINIMUM 0.0-.. W.!NIMUM FERTILIZER (COMMERCIAL) SH.ALL IIE A LONG-LASTING CONTROLL.ED ;\f;F'I<C)\1l(:I) F'C)J:,;> })f__,/\l\'J'lNC:: "AS BUil T" AN T~ l f< Fz I c; ;\ r I' i O N O :\J T , '{, l f \f c; L, ·111) I N C F) T:~ fi: C l S F: RC£ O(f' ---- LOC1\'_l'l()N C)},' ll[J!\l\J°'INC RE\l!E'ltOJ SY: DATE ... INIMU~ APPLIC.ATION REOUIREMENTS SPECIFIED. ~ 1 CITY OF CARLSBAD ILELIS I A S .AMPLE OF THE 5 0 IL A MEN OMEN TS SH AL l BE DE UV ERE O TO THE t:::::::::::::::t::::::::::::t:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::~==----1 -~---1------r ----w L_IU p LANN ING DEP A.R lMEN T I ts ARCHITECT WITHIN 15 D,t,YS AFTER RECORDING OF THE CONTRACT ------f---~·--t---; '::::::::::==:'...':===::::::=::::::::==::=========::::...==::::::7 FOR SUBMITTAL TO A TESTING LABORATORY. .AFTER SOIL I----+---+,-------------------,----O L:"MCNTC: FOFl· : .t\ 1:n:-~ 1\. s _ [NGINL'lnii'lG FLANCH[CK[R DATE INSPECTOR AI.IENOMENTS HAVE •EEN THOROUGHLY MIXED INTO TH[ SITE, t----t----,.---.. ,----------------t~--,--·, .. ------1-----1 LANDSCAPE IMPR V -C: '-' -• RANDOii. SAMPLES OF THE MIXEO SOIL WILL llE TAKEN .. ~~--: __ H_r __ -=:::=-·--------·-.---·-----·-.·~-~--+---+--------------,---1 --PLANNING AREA 26N ,i'"J11ll~~ 1------+---t-----------------i----+---t-------;---j I fl::-,?.91.-44-A,,,¥IARA ~HASE II '"'w.<~),,; __ UTS!(/ .. 0?,\ /__n l--+--+--------------+---1----1i---r-1r:-:·-·-·-,-~-/ I 1/ "-.." (':} r· . -,--\ '/ •---+--+-------------------+---t---t----r-, #\PPe'·,vn, _ _,; .. ;-,.,., .,/-') ,.,. 1. ~': I -c,, :,.,,--_ Fourth a,e:.ue Co,,,orate Genier t-'!::-//AP'/ /. / I I'~~ L e; • u fk I' I . ' ;;; ,c:;:c:·:;c::'"" •rn "''"' ,.;; ""~"". """ "2' 1(: '.,..c,rr;,,l..c'Lll. ro 2l/:; t'\'_ -~ . '\, . 1s191239-2450/FAX239-oic 7 ~D~WN;=' ~B;Y~,~~--~-~_-'.:_~-~-~~l:::::::::~PR~O~..l:~C;::;T~N~0~.==11~1DR~~A~Wl;N~C~N~O~. \\1'~13il fo ,:;:Z_-::,_ y/ l.J),-,, .. .cc,;:,e Arc.h,tc,ctu,c. Pis ,n,ng #-~ /·o,3C) E~()~/,. n:~~-~~'IIA!.~---~R~E~Vl~S~l~O:N~D~E~S~C=R~IP~Tl:O:t-~1 ____ to:O~ ... ~":' ~A~l~~~o'IIA!.;vi..~: ~=:; ... ~:~-~IN!~on>J..~Vl,,;,_;·:!::~:y-,(:,:K:s=::~::i:_:_:_:_:_:: l==G=-,=-=SD;;;-;;;3~8;;;);;_ l SZ-5-Cd-. ¥(;)}'';;-:;:_· T~.c1,'l, :1/ , O<;,r,,.uJi 0f -=======~ 1, "F_,iP -~..;.I[ ___ L [\.,.ic-:o~ -3[~ ./;;:,l._.~n 1L • . .. . DATE 2.2 2.4 I RELEASE PLASTIC-COATED, UNIFORM IN COMPOSITION, FREE• FLOWING, SUITABLE FOR· APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 16.0% MINIMUM 10.0% MINIMUM 0.0•;, MINIMUM .8 FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL ORGANIC AND INORGANIC GRANULAR FERTILIZERS,-FREE-FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES !!Y WEIGHT Of PLANT FOOD. NITROGEN PHOSPHORIC ACID POTASH 7.0% MINIMUM 9.0% MINIMUM 4.0% MINIMUM . 9 PLANTING TABLETS SHALL !lE TIGHTLY COMPRESSED CHIP TYPE COMMERCIAL GRADE PLANTING TABLETS, OF VARYING SIZES WITH THE FOLLOWING AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 20.0% MINIMUM 10.0% MINIMUM 5 0% MINIMUM . 1 0 SOIL ENHANCER SHALL BE SARVON. PLANTING BACKFILL: PLANTING BACKFILL IS PER THE SOil TEST RECOMMENDl>.TIONS /IND PLl>.NTING llACKFILL SHALL llE A THOROUGHLY BLENDED MIXTURE OF EXISTING SITE SOIL AND SOIL AMENDMENTS l>.T THE FOLLOWING MIXTURE: SOIL CONDITIONER SITE SOIL 11• CU. YD. 314 CU. YD. IRON SULFATE GYPSUM 1 LB.iPER CU YD. OF MIX 10 LBS.!PEA CU. YD OF MIX STAKING MATERIALS: STAKES SHALL BE OF LODGE POLE PINE THESE SHALL BE STRAIGHT SHAFTS SHAVED AND CUT CLEAN AND BARE OF BRANCHES AND STUBS. OF UNl"ORM THICKNESS WITH A MINIMUM DIAMETER OF 2 INCHES. FREE OF LOOSE KNOTS, SPLITS OR BENDS STAKES SHALL BE NO LESS THAN TEN (10! fEf;T IN LENGTH. GUYING 1,1.tTERIALS: . 1 GUY WIRES SHALL BE OF PLIABLE, ZINC·COATED STEEL OF NO. 12 GAUGE. FOR TESTING. SOIL TEST SH/Ill MEET THE FOLLOWING REOUIREME•HS: ECE PH MAXIMUM 3.0 X 10.3 MAXIMUM 7.5 A PERCENT OF ORGANIC: MATTER SOIL TEST AFTER LEACHING MAY BE REQUIRED BY ARCHITECT C RE·APFLICATION OF SOIL AMENDMENT AND LEACHING OPERATION SHALL BE REPEATED BY CONTRACTOR IF TESTS SHOW _,._ NEGl>.TIVE RESULT. EXPENSE OF TEST, RE• APPLICATION OF A SOIL AMENDMENT AND LEACHING OPERATION SHALL BE BORNE BY CONTRACTOR 0. DfEP WATER LEl>.CHING SHALL BE DONE PRIOR TO THE AP,>LICATION OF THE COl,IMERCIAL FERTILIZER 1-10-10. E. NO PLANTING SHALL BE INSTALLED UNTIL APP ROYAL HAS llEEN GIVEN BY THE ARCHITECT IN WRITING. CARE SHALL BE TAl(EN THAT THE RATE OF APP(.ICATIOli OF WATER DOES NOT CAUSE EROSION OR SLUFFIHG OF SOILS. .5 ALL DEPRESSIONS, VOIDS, EROSION SCl>.RS. AHO SETTLED TRENCHES GENERATED BY THE DEEP WATERING SHALL !IE fll.l.ED WITH CONDITIONED TOPSOIL AND llROUGHT TO FINISH GRADE FINISH GRADING: .1 FINISH GR.-.DES SHALL BE AS INDICATED ON CIVIL ENGINEER'S DRAWINGS .2 FINISH GRADES SHALL BE MEASI.JRED AS THE F'INAL WATER· COMPACTE.D AND SETTLED SURFACE C~ADES AND SHALL llE WITHIN PLUS OR MINUS 0.1 FOOT OF THE SPOT ELEVATIONS AND GRIID[ LINES INDICATED ON THE CIVIL ENGINEER'S DRAWING .3 FINISH GRADES SHALL BE MEASURED l>.T THE TOP SURFACE OF SURFACE MATERIALS. . 4 MOLDING AND ROUNDlNG OF THE GR-'DES SHALL BE PROVIDED AT ALL CHANGES IN SLOPE. .5 ALL UNDULATIONS /1,ND IRREGULARITIES IN THE PLANTING SURFACES RESULTING FROM TILLAGE. ROTOTILLING. AND All OTHER OPERATIONS. SH/1,ll BE LEVELED AND FLOATED OUT BEFORE PLANTING OPERATIONS ARE INITIATED .6 THE CONTR.-.CTOA SHALL TAKE EIIERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO SPRINKLER HEADS. IRRIGATION LINES, AND OTHER UNDERGROUND UTILI_TIES DURING GRADING ANO CONDITIONING OPERATIONS. 2.5 3 S . 2 ANCHORS (DEADMEN) FOR HOLDING GUY WIRES SHALL BE 4 INCHES X 4 INCHES OF SOLID LUMBER, 1' · 6' IN LENGTH. .3 HOSE FOR COVERING WIRE SHALL BE OF 2·PLY REINFORCED RUllBER, USED OR NEW, GARDEN HOSE TYPE OF AT LEAST 1/~ INCH IN DIAMETER. . 4 FL.-.GS, TO BE ATTACHED TO GUYS, SHALL BE OF SURGICAL TUBING, 118 INCH IN DIAMET(R AND FOUR FEET LONG, OF UNIFORM THICKN~SS. -5 TREE TIES SHALL BE BORDON CINCH-'flE OR APPROVED EQUAL. PLANT MATERIALS: . 1 NOMENCLATURE: THE SCIENTIFIC AND COMMON NO.IES OF PLANTS HEREIN SPECIFIED CONFORM WITH THE APPROVED NAMES GIVEN IN "A CHECKLIST OF WOODY ORNAMENTAL PLANTS OF CALIFORNIA", PUBLISHED 6Y THE UNIVERSITY OF CALIFORNIA, COLLEGE OF AGR1CUL TURE, MANUAL 32 (1963). SEE LIST OF PLANT MATERIAL ON DRAWINGS . . 2 QUALITY AND SIZE Of ALL PLANTS SHALL BE WO. 1, OF PINTO TAG STOCK. THEY SHt.LL BE VIGOROUS. OF NORMAL GROWTH, FREE FROM DISEASE, INSECTS, INSECT EGGS, AND ME.El OR EXCEED THE MEASUREMENTS SPECIFIED. PINTO TAGS MUST BE SUBMITTED TO THE ARC HITE.CT. -3 CO!-iTAINER STOCK (1·GALLON, 5-GALLON, 15-GALLON. AND BOX SIZES) SHALL HAVE GROWN IN CONTAINERS FOR AT LEAST SIX MONTHS, BUT NOT O~ER TWO YEARS NO CONTAINED PLANTS THAT HAVE CRACKED OR BROKEN BALLS OF EAATH, WHEN TA~EN FROM THE CONTAINER. SHALL BE PLANTED, EXCEPT UPON SPECIAL APPROVAL NO TREES WITH DAl,U,GED ROOTS OR BROKEN BALLS SHALL BE PLANTED . 4 PRUNING SHALL NOT BE DONE, PRIOA TO DELIVERY, EXCEPT BY WRITTEN APPROVAL FROM THE ARCHITECT. .5 INSPECTION OF PLANT l,IATERll>.LS, REQUIRED BY CITY, COUNTY OR ST,O,TE AUTHORITIES, SHALL BE A RESPONSIBILITY OF TH[ CONTRACTOR. AND WHERE. NECESSARY CONTRACTOR SHALL HAVE SECURED PERMITS OR CERTIFICATES PRIOR TO DELIVF.RY OF PLANTS TO SITE . 6 PLANTS SHl>.ll BE SUBJECT TO INSPECTION, AND APPROVl>.l OR REJECTIO!-i. AT THE PROJECT SITE AT ANY TIWc BEFORE OR DURING PROGRESS OF WORK, FOR SIZE. VARIETY, CONDITION, LATENT DEFECTS AND INJURIES REJfCTED PLANTS SfiALL BE REMOVED FROM THE PROJECT SITE IMMEDIATELY . 7 SUBSTITUTIONS WILL NOT BE PERMITTED EXCEPT Tl1Al IF PROOF IS SUBMITTED THAT ANY PLANT SPECIFIED IS NOT OBTAINABLE, I>. 7 FINAL FINISH GRADES SHALL INSURE POSITIVE DRAINl>.GE or THE SITE WIT,_. /Ill SURF/ICE DRAINl>.GE AWAY FROM BUILDINGS. WALLS. AND TOV,ARD ROADW,lYS. DRl>.INS. AND CATCH BASINS . e FINAL GRADES S"All BE 1>.CCE PT ABLE TO THE ARCHITECT BEFORE PLANTING OPE.R4TIONS Will BE ALLOWED TO BEGIN. . i PLANTING SURFACES SHAll BE GRADED WITH NO LE.SS THAN ON[ (1) P[RCHiT SURFACE SLOPE FOR POSITIVE DRAINAGE l>.Wl>.Y FROW /ILL llUILD1'1G:; PLANTING· . 1 THE LAYOUl OF LOCATIONS fOR PLANTS AND OUTLINES OF GROUNDCOV[fi TO BE PLANTED SH/ILL 9E APPROVED ON THE srrt BY THE ARCHITECT. PRIOR TO l"HEIR PLANTING All SUCH LOCATIONS SHALL 9E CHECI\ED fOR POSSIBLE INTERFERENCE WIT>< EXISTING UNDUIGROUND PIPING. PRIOR TO EXCAVATION or HDL[S If UNDERGROUND CONSTRUCTION OR UTILITY LINES ARE ENCOUNTERED IN THE EXCl>.V .. TION Or Pl.ANTING AREAS. OTHER LOCATIONS FOR THE PLANTING 111._l BE IHlECTEO e, THE ARCHITECT DAMAGE TO EXISTING UTILITIES SHALL ,r TH[ RESPONSl!IJLITY o, THE CONTRACTOR f'LANTJNG JBE.ES SHRVllL.Afill VINES A. /1,Ll EXCAVATED HOLES SHALL HAVE VERTICAL SIDES WITH ROUGHENEO SURF/ICES AND SHALL !IE OF THE MINIMUM SIZES INDICATED ON DR"-WINGS HOLES SHALL aE. IN All C!I.SES. LARGE ENOUGH TO PERMIT HANDLING ANO PL!I.NTJNG WITHOUT INJURY OR •REl>.><AGE Of "00T IALL$ OR IIIOOT6 • . EXCAVATION SHALL INCLUDE TH[ STRrPPING AND f;TAKll<G or All ACCEFTABl E fiOIL ( NCOUNTERE:ll WITHIN THE AREAS TO !IE EXCAVATED FOR PLANT PITS ANC PLANTING IEDS PROTECT All AREAS THAT ARE TO •t TAUCKED OVEFI AND UPON W'11CH SOil IS TO BE TEMPORAFIILY STAKED PENDING rTS RE-USE FOR THE FILLING or HOLES. PITS, AND IIEDS C. EXCESS SOil GENE FIA TED FROM THE PLANTING HOLES SH!I.Ll •E Sl'RE.AD ON THE SITE AS DIRECTED ltY THE ARC'11TECT . D. PLANTS IN CAN CONTAINEFIS SH/ILL Hl>.VE THE Cl>.NS OPEWED •v CUTTING \IEl'ITICALLY ON OPPOSITE SIDES OF EACH CAN WITH NURSERY CAN OPENEFIS, TIN SNIPS. OR OTHEI< APPROYED INSTRUMENTS FOR THIS PURPOSE. All USED CANS SHALl IIE RE.MOVED TO THE STORAGE AREA OR FROM TH[ SITE DAILY E. THE PLANT!, SHALl BE PLANTED AT APPROVED LOCATIONS WITH THE HERETOFORE SPECIFIED CONDITIONER AND SOIL PLANTING IJACKFILL. NO PLANT EXCEPT GROUNDCOVER SHALL BE l'LANTED WITHIN THREE (3) FEET OF Sf'RINKLEA PROPOSAL WILL BE CONSIDERED FOR USE OF THE NEAREST EQUIVALENT SIXE, VAFUETY AND COST. All SUBSTITUTIONS ARE SUBJECT TO ARCHITECT'S WRITTEN APPROVAL. • 8 QUANTITIES SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK SHOWN ON DRAWINGS. . 9 THE ARCHITECT RESERVES THE RIGHT TO INSPECT ROOT CONOlrlON OF ANY SPECIES, PARTICULARLY THOSE GROWN FROM SEED. AND IF FOUND DEFECTIVE, TO REJECT THE PLANTS REPRESENTED BY THE DEFECTIVE SAMPLE. .1 0 IDENTIFY PLANT SPECIES OR VARIETIES CORRECTLY ON LEGIBLE, WEATHERPROOF LABELS ATTACHED SECURELY TO THE PLANT. THERE SHALL BE A MINIMUM OF ONE l.ABELED PLANT FOR E"CH 5 PLANTS 1"-A LOT. .11 HYDRO-SEED l,IIX AND MATERIALS SHALL BE AS CALLED OUT ON DRAWlt:GS. . 1: GROUNDCOVER PLANTS SHALL BE HEALTHY, VIGOROUS ROOTED CUTTINGS GROWN IN FLATS UNTIL TRANSPLANTING. .13 PAE-EMERGENT HERBICIDE SHALL BE SURFLAN, TREFLAN, OYMID OR EQUAL. . .1 ( WEED CONTACT SPR,t.Y SH/ILL BE ROUNDUP. PART 3 · EXECUTION 3.1 SITE PRE.PARATION AND WEED ABATEMENT: .1 GRUB AND CLEAN PLANTING AREA, REMOIIING DEBRIS AND ROCK ~ AND ERADICl>.TING WEEDS. . 2 WEED ERADICl>.TION SHALL BE DONE TEN (10) DAYS PRIOR TO COMME"t,;CEMENT OF ANY PLANTING OR IRRIGATIO~ WORK. 3 2 WEED ABATEMENT . 1 UPON COMPLETION OF THE IRRIGATIO~ SYSTEM AND AFTER DEBRIS, ROCKS AND EKISTING WEEDS AND GROWTH HAVE BEEN REMOVED FROM Tl1E PL .. NTING ARE.A, APPLY 200 POUNDS OF COMMERCIAL FERTILIZER 21•~0 PER ACRE • 2 WATER ,lLL ARE,o,S EVERY DAY fOR TWENTY-ONE (21) CONSECUTIYE DAYS AND UNTIL WEED SEEDS HAVE GERMINATED CEASE WATERING fOR THREE (3) DAYS AND SPRAY NON-SELE.CTIVE HERBICIDE "ROUNDUP'· TO ERADICATE THE GERMINl>.TED WEEDS . TRANSLOCl>.TION OR APPROVED PERIOD SHOULD BE 7•10 DAYS . NOTE. HERBICIDE APPLICATOR SHALL BE LICENSED BY THE STATE OF CALIFORNIA. F . H. I. J. IC l. H-EADS NO TREE SHALL !IE PLANTED WITHIN 61)( (t) FEET OF SPRINKLER HE/IDS. THE PLANTS SHALL BE PLACED IN THE PLANTING PITS ON THE l!ACKFILL MATERIALS WHICH HAS BEEN HAND-TAMPED /1,ND WATER HAS SETTLED TO THE ROOT BALL BASE LEVELS PRIOA TO THE PLACEMENl OF THE PLANTS AFTER SETTING THE PLANTS, THE REMAINING B,i\CKFILL M,1,,TERIAl. SHALi IE C1>.REFULLY TAMPED AND SETTLED AROUND EACH ROOT BALL TO FILL ALL VOIDS. EACrl TREE AND SHRUB SHAl.L BE PU•CED IN THE' CENTER Of THE HOLE AND SHALL BE liET PLUMB AND HELD RIGIDLY IN POSITION UNTIL THE PLANTING BACKFILL HAS BEEN TAMPED FROM AROUND EACH ROOT BALL. ALL PLANTS SHALL •E SET AT SUCH /1, LEVEL THAT AFTER SETTLING. THEY BE.AR THE SAME REL!I.TIONSHIP TO THE SURROUNDING FINISH GRADE AS THEY •ORE TO THE SOIL LINE GRADE IN THE CONTAINER. UNcfSS OTHERWISE NOTED. PLANTING TABLETS SHALL IE !'LACED IN EACH !'LANTING HOLE AT THE FOLLOWING II.ATES. (1r5 GR-.M TABLET (1)·21 GRAM TABLET (J)-21 GRAM TA!ILETS (5)·21 G\IIAM TABLETS (1}-21 GRAM TABLET PER LINER AHO FLAT SIZE l'LANT. PER 1-GALLON CONTAINER PER 6-GALLON CONTAINER. PER 15-GALLON CONTAINER. PER EACH ,-OF •ox Silt. WO PLANT WILL •E ACCEPTED IF THE \11001 •ALL IS 91'\0KEN OFI CR,lCKEO, EITHER •EFORE, DURING OR AFTER THE PROCESS OF INSTALLATION. ALL PLANTS SHALL Ill'. TH0R0U(;HLY WATERED IN TO THE FULL DEPTH Of EACH PLANTING HOLE IMMEDlATELY Af'TER PLANTING. ALL Tl'IEES 15 GAL ANO SMALLER SHALL BE STAKED WITH TWO LODGE POLE STAKES, DRIVEN INTO THE GROUND ON THE WINDWAFIO SIDE OF THE TREE. THE STAKES SHALL •E DRIVEN IN PLUME! AND SECURE. SPECIAL C/1,FIE SHALL ltE TAKEN THAT THE DRIVIWG IN OF THE STAKE DOES WOT DAMAGE THE TREE ROOTS OR ROOT BALL. TREE. TIES SHALL BE FASTENED TO EACH TREE AND STAKE BY LOOPING FIGURE e·s WITH THE INSIDE DIAMETER OF THE TIE AT 2 OR 3 TIMES 3.3 Al'f'HOVED . 3 RAKE AND HAUL OFF ALL DEAD WEEDS TO 1/.~ INCH BELOW THE SURFACE OF THE SOIL. . 4 IF PERENNIAL Wc~DS OR GRASSES STILL EXISr, RE-WATER EVERY DAY FOR FOURTEEN (14) CONSECUTIVE DAYS, UNTIL THE NEW GROWTH APPEARS. RE•APPLY A NON SELECTIVE HERBICIDE. fl[MOVE W(EOS AFTER HERBICIDE HAS HAD A SUFFICIENT TIME TO KILL . SOIL CONDITIONING, FERTILIZING ANO ROTOTILLING: . 1 AFTER THE AREAS HAVE BEEN DEEP RIPPED TO A DEPTH OF 8 INCHES, THE FOLLOWING RATES OF SOIL CONDITIONING AND AMENDMENT M,O,TERIALS SHALL BE EVENLY SPREAD OVER ALL PLANTING AREAS AND SHALL BE THOROUGHLY SCARIFIED TO AN AVERAGE DEPTH OF SIX INCHES BY ROTOTILLING A MINIMUM OF TWO AL TERNA TING PASSES. AMENDMENT MUST BE INTIM"'-TELY BLENDED WITH SOIL. "' . SOIL CONDITIONER SOIL SULPHUR IRON SULFATE GYPSUM 5 CU. YD. PER 1,000 SQ. FT. lO LBS. PER 1,000 SO. FT. 20 LBS. PER 1,000 sa. FT. 25-0 LBS. PER 1,000 SQ. FT. RATE OF APPLICATION IS FOR BIDOING PURPOSES ONLY • SOIL TEST MAY RE.DUCE OR INCREASE TOTAL SOIL /1,MENDMENT YARDAGE ADJUSTMENTS (PLUS OR M!NUS) MAY BE NECESSARY. THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY B. FERTILIZER (COMMERCIAL): 1-10-10 SHALL BE APPLIED AT THE RATE OF 40 POUNDS PER 1,000 SQUARE FEET AND SCARIFIED INTO THE TOP TWO INCHES OF FINISH GRADE. fEATILIZER SHALL BE APPLIED AFTER LEACHING OPERATION. C. SARVON SHALL BE APPLIED AT THE RATE OF 1 P:NT PER 1,000 SOUARE FEET SARVON SHALL BE APPLIED IN AREAS INDICATED BY NOTES ON THE DRAWING . 2. THE THOROUGHNESS AND COMPLETENESS Of THE. ROTOTILLING AND INCORPORATION OF THE SOIL CONDITIONERS/AMENDMENTS SHALL BE ACCEPTABLE TO THE ARCHITECT. FOR SLOPES 1-1 AND STEEPER, OR AS PER THE DRAWINGS, OMIT SOIL CONDITIONER APPLICATION AND TILLING . 3 Q.f.~I.B._lE ACHING. A. AFTER COMPLETE INSTALLl>.TION AND TESTING OF THE IRRIGATION SYSTEM AND APPLICATION Of SOIL CONDITIOHING, ALL AREAS SHALL BE DEEP WATER LEACHED AND COMPACTED AND SETTLED BY CONTINUOUS APPLICATION OF IRRIGATION WATER UNTIL THE SOIL HAS RECEIVED A MINIMUM OF SIX INCHES OF WATER. B. AfTER LEACHING OPERATION, FOUR SOIL SAMPLES SHALL BE TAKE.t. BY ARCHITECT AND SUBMITTED TO SOIL LABORATORY THE DIAMETER Of THE TREE AND BY TACKING THE BACK OF THE TIE TO THE STA~E (SEE DETAILED DRAWINGS.) ALL SPECIMEN TREES 24·· BOX AND LARGER SHALL BE GUYED AS DElAILED. THE STAKING ,t.ND GUYIHG SHALl BE ACCOMPLISHED IN SUCH I>. MANNER AS TD INSURE THl PROPER AND HEAL ll<Y GROWTH AND SAFETY OF TH[ PLANTS. PROPERTY. /1,ND THE PUBLIC. ENGfNl..:EHING PLANCHECKEH DATE "AS BUil T" ·1_) '-? ], C I ~::;1,· •, \. • "' --' ' . -' ' .. .I RC£ ---[Xf'. REVIEWED l!Y: ,,...,.._.._ ""'t'iw-Dl •~w.-..H'IIY ,nc. a .... wr,. vr •r."-,,._ 1u ,.,,'--.,.,.,..._.__ Af=->77 /J ~--1 {SEE DETAILED DRAWINGS) L~\_ d:<_ c"\:-i. INSf'[CTOR OATE r----;---,.-------____;.· ·,----,--,--"-~--,r,:::::::::~=;:;;:;~~:::;:::::;;;:;;;::~~;;::1 l---+-~-----------t---t---t----t-~1~~---j~C_IT_Y_O_F_C_A_R_l.S_BA_D_i~t~s1 · IJ _ PLANNING Otf'AR'IMDIT -' l----+------l-------------------+-----+--+-----t------1 --~-----------------------, .-----------r-----------------LANDSCAPE IMPi'lOVEMl':.NTS FOR: -Fourth Avenue Corparl'l:te Center 1'551 Fourth Avenue/Su1te200 San Dieigo. CA 92101 (6191 239-2450/FAX 239·0107 • -#-'9 /----02,0 ---l-----,f------------------------+---t-----,t-----r-·-·PLANNING AREA 26N ---+---+---------------t---+---+----+-----1 ft2.9J.-44 /f\ VIARA PHASE JI l>AT£ NllAL !N"9Ea!Of-REVISION DESCRIPTION ~ N'PIIOV,',L aTY -OV,',L DWN BY: , I CHKD BY: ---1 RVW0 BY: _ J./4·1,1 DATE PRD.ECT NO . (e, T "9::)-36 I DRAWING NO_ . ;:2-f;,-G;L ' • ; . .3 ... 0. P. THE .. C.i>NTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFJre'E AND SUBSURFACE DRAINAGE REQUIRED WHICH MAY AFFECT HIS GUARANTEE OF THE TREES, SHRUBS, AND VINES. PRUNING AFTER PLANTING SHALL BE REQUIRED ON ALL TREES, SHRUBS, AND VINES WHEN NECESSARY TO PRO\IIDE THE SPECIFIED OR APPROVED STANDARP SHAPES, FORM ANDIOR SIZES CHARACTERISTIC TO EACH PLANT. PRUNING MAY INCLUDE THINNING, TOPPING, AND/OR CUTTING AND SHALL BE UNDER THE DIRECTION OF THE ARCHITECT. CUTS OVER 314 INCH IN DIAMETER SHALL BE PAINTED WITH APPROVED TREE SEALANT. 0. ALL TREES 24" BOX AND LARGER SHALL BE SPOTTED AflD PLANTED WITH A CRANE. R. ALL TREES 24" BOX AflD LARGER SHALL BE SPOTTED IN PLACE PRIOR TO THE DIGGING OF THE HOLE. PLANTING GROUNDCOVEBS · ,__ GROUNDCOVERS SHALL IIE PLANTED IN THE AREAS INDICATED ON THE DRAWINGS. THE GROUNDCOVER PLANTS SHALL BE ROOTED CUTTINGS GROWN IN FLATS, AND $HALL REMAIN IN THOSE FLATS UNTIL TRANSPLANTING. II. ALL GAOUflDCOVER PLANTS SHALL BE PLANTED WITfi SOIL AROUND ROOTS IN STAGGERED ROWS. EVENLY SPACED AT THE INTERV.A.LS CALLED OUT ON THE DRAWINGS C. THE GROUNDCOVER PLANTS SH•LL BE PL•tHED SUFFICIENTLY PEEP TO CO\IER .A.LL ROOTS AND " PLANTING TAllLET SH.LL BE PLACED IN EACH PLANTING HOLE .A.ND SHALL BE IMMEDIATELY SPRINKLED AFTER PLANTING UNTIL THE ENTIRE .A.REA IS SOAKED TO THE FULL DEPTH OF ALL THE. HOLES. 0. THE GROUNDCOVER PLANTING AREA SHALL BE HAND- SMO')THED AFTER PLANTING TO PROVIDE AN EVEN, SMOOTH FINAL FINISH GRADE. E. GROUNDCOVER SHALL BE PLANTED WITHIN 12" OF MAIN PLANT STEM WHERE SHRUBS AflD TREES ARE PLANTED. HYDRO-SEEDING SHRUBS IRE.ES AND GRQUNDCOVEBS A. IHDRO-SEED SHALL IIE APPLIED IN THE AREAS INDICATED ON THE DRAWINGS AND AS CALLED FOR PFR MIX ll. HYDRO-SEEDING EQUIPMENT: HYDRAULIC EQUIPMENT USED FOR THE APPLICATION OF FERTILIZER, SEED, AND SLURRY OF PREP.A.RED WOOD PULP OR FIBER SHALL BE OF THE "SUPER C HYDROSEEDER" TYPE AS APPROVED BY THE ARCHITECT. THIS ECUIPMEflT SH.LL H•VE A BUILT-IN AGITATION SYSTEM WITH AN OPERATING CAPACITY SUFFICIEflT TO AGITATE SUSPEND, AND HOMOGENEOUSLY MIX A SLURRY COIH,.INING 1,200 POUNDS OF MULCH AND SEED. THE SLURRY DISTRIBUTION LINES SHALL BE LARGE ENOUGH TO PREVEI-IT STOPP.A.GE AND SHALL PROVIDE EVEN DISTRIBUTION OF THE SLURRY. THE SLURRY TANK SHALL HAVE A MINIMUM CAPACITY OF 1,350 GALLONS AND SHALL BE MOUNTED ON A TRAVELlflG UNIT WHICH WILL PLACE THE SLURRY TANK AND SPRAY NOZZLES WITHIN SUFFICIEflT PROXIMITY TO THE AREAS TO BE SPRAYED SO AS TO PROVIDE UNIFORM DISTRIBUTION WITHOUT WASTE. APPLICATION METHOD, USING THE WOOD PULP AS A GUIDE THE EOUIPMEPH OPERATOR SHALL SPRAY THE SOIL WITH ,i. UNIFORM VISIBLE CO.A.T OF SLURRY. THE SLURRY SHALL BE APPLIED IN A SWEEPING MOTION. IN AN ARCHED STREAM, SO AS TO FALL LIKE RAIN ALLOWING THE WOOD FIBERS TO BUILD UPON E.A.CH OTHER, UNTIL A COMPLETE. EVEN COVERAGE COAT IS ACHIEVED. 0, HYDRO-SEEDED AREAS SHALL IIE KEPT MOIST "T ALL TIMES 20 · 2, DAYS AFTER PLANTING OR UNTIL THE NEW GROWTH OF THE PLANTS IS SUFFICIENTLY WELL-EST.A.BUSHED AS PER ARCHITECT'S .A.PPROVAL. E HYDRO-SEEDED AREAS $HALL BE PROTECTED AGAINST FOOT i TRAFFIC AND OTHER USE IMMEDIATELY AFTER HYDRO• SEEDING IS COMPLETED BY PUICING WARNING SIGNS AND TEMPORARY TWINE AND FLAGGING AROUND THE AREAS F. RE-HYDRO-SEEDING OF BARE AREl>.S SHALL BE DONE THIRTY (30) 0.1.YS AFTER INITIAL APPLICl>.TION 3,6 HERBICIDE APPLICATION PRE-EMERGENT HERBICIDE SHALL BE APPLIED TO GROUNDCOVEA ARE.A.S ONLY BY A HERBICIDE APPLICATOR LICENSED BY THE STATE OF CALIFORNIA II.ND IN ACCORDANCE: WITH Ml>.NUFACTUREA'$ SPECIFICATl0f1S. ARCHITECT SHALL BE NOTIFIED AND PRESENT .A.T THE TIME OF THE APPLICATION. 3,7 CL.EAN UP, AS PROJECT PROGRESSES, CONTRACTOR SHl>.Ll J"AINTAIN ALL AREAS IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESS,.RY AFTER COMPLETION OF PROJECT, CONTRACTOR SHALL REcMOVE ALL DEBRIS AND CONTl>.INERS USED IN ACCOMPLISHING WORK. HE SHALL $WEEP AND CLE.A.ti ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACE:NT TO PL.ANTIN GS. "AS BUil T" ftC( OCP. OAT£ Ar,PFlOVED R(Vl(WCO 9Y: ENGINEERING PLANCHECKER DATE INSP[CTOR ~/ ---------___ ;~~~.;~--+------------____J_-----1---~-1-----ICTr] I CITYLA2!G ~~~~JAD I [E I LANDSCAPE IMPROVEMENTS FOR: Four.h Avenue Corporate Cen1er 1551 Fourth A,,,enue/St,Jlte 200 Sa.n Di8QO, CA 92101 ,;619) 239-2450/::::Ax 239-0107 Land~ Arch.tec.1ure • P:ann1ng ..:/f-9)--030 ~·'""-------'-----~----------4-----------l-----------1----4------....... PLANNING AREA 26N I----+--+-----------------+---+---4--------4---?E.2.91-+t-hVIARA f:HASE II l----~-----1---------1------J._._---'--.j___---l I "'pp~~~/{{2/.JJ=---"'~=~~1L..i..-;,..!....'4-...L..t?.:..... l-----+----+-------------------1-----'----1----..j_--.l I ASSI!> '""~~-OIRECTO!i/ ' DATE o .. 11: NlW.. O.l 11: ..,TIAJ_ I 0~ 11'1 Y: . . 1 11 PRO.l:Cl NO I i---occno;_;_:__ .. .J..1::..:mc:.::.::w-'l.=--+--=on-'----'-''-------'-'--ov-AL-'-I = =~: _ _ C,T 9 O-3b _ DA'll: NliAL Uf - REVISION DESCRIPTION DRAWING NO. 32-5 -wi-, ' LA MESA ElLUE~RINT Pl.,ANT l_f:GEND SY rv'l B OL __ BOT A_NJCA L NA ME... COMM ON NliTull; ____ .. ----·-____ .SLZ E ___ C() w1 fVl E NTS _______ JJ ET._ NO. J_REES EUONIC lJC?.<oTY PIN ELD EUCALYPTUS NICOLII UOLIIDH'l~ "$11ff01A-Ll.l- PINUS ELDARICA WILLOW LEAFED EUCALYPTUS ,0,.,1-1~ si.-\ =f" CSl:4 M MONDELL PINE SH_El__l.)__BS CEA. FRO. CEANOTHUS FROSTY BLUE BLUE CEANOTHUS . ~ m.. ~N/,J.-. ~Pi=511 'Prr-l\"--~N))>.. ft'o_F'I',',.. fr\OTI N/.L. ~ Nc+.i RHU OVA RHUS 0VATA SUGAR BUSH GflOUND COVER GAZ SPL DEL. ALB. ACA. RED. GJ\ZANIA SPLENDENS 'MULTI-COLOR' MUL Tl-COLOR Cl.UMPING GAZANIA DELOSP[RMA ALBA WHITE TP.Alllf,G ICE PLANT ACACIA REDOLENS NCN HYDROSEED MIX #1 QUANTITIES OF LISTED PLANT MATERIALS ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. CONTRACTOR WILL INSTALL PLANT >.1ATERIAL PER PLAN. NOTES: 1. AREAS 3:1 OR FLATTER SHALL HAVE MULCH 3" IN DEPTH. (SHALL BE SIMILAR OR EQUAL TO) FOREST HUMUS, SEQUOIA PLANTING MIX, SHREDDED. CEDAR BARK. 2. JUTE MATTING ON SLOPES SHALL BE REQUIRED V✓HEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. 3. TREES AND SHRUBS ARE TO BE SELECTED FROM THE FOLLO\IVING NURSERIES. FINAL APPROVAL OF PLANT MATERIALS WILL BE BY LANDSCAPE ARCHITECT (ONA, INC.). Bergen's Nakase Bros. Sunnyslope John ~tryker Joann Shurlock Beth Stewart (714) 528"0761 (714) 855-4388 (714) 532"1440 Cunning hams Sea Tree Pacific Coast Nursery Larry Cunningham Jim Musselman Jim Borer ( 714) 646" 7191 (714) 586-8028 (714) 544-3001 Hillcrest Springtime V.illey Crest Russ Kelly John Hatch Laurie Borer ( 1-800) 245-1276 (61 9) 455-6810 (818) 367-5803 Pardee Trees Norman's Yasuda Ben Dunca Nancy Anderson Chip Li ever (619) 756-3691 (619) 943-1442 (619) 262-0555 15 GAL 15 GAL -~~~~---~--, 5 GAL. '5(#. "=, C.-',/>-,L. 5 GAL Fe.ATS FLATS MIN, HT 8, MIN SP 3" t"IJt-',.HT.bi n,N.Sf'5' MIN.Hf 6', MIN SP 3' FULL, BUSHY. GOOD COLOR 1, " JI 1, " " " : ' FULL, ElUSHY, GOOD COLOR PcANT @12· O.C. Pl.ANT @12" 0 C Pl.ANT@ 20' 0 C SEE THIS SHEET FOR TYPE OF MIX f., B B A A A A C C C - 111,1m J~I _ f I I! -- ""=LO~ j'1/ PT' 31 NIN, Dl8 N ~---~ FINl8-f G::i~ -------- / .:J~--'(,\~ ----c-..:: ft4-..JTTNqf:ti.C,KfilL Ml>< . '. /' II\ ii\\\ -~i-------------'-~~-~N~ T~:r - . ' / I I I ' 2.X I ',{';DYE. 9 I'-! 1 · 61 mE tc::UJf'E.. 1',1/ FT: SI;· ......-c;""" -111 .. --,· 11 h [I] : 111 () =c-;.J I I ' I I / I !· I ,---.._;,...1 ...... -:t:JN.":~ Tl /c-5 TREE TIE . - L.ff: 2:fE 0 6 _ "2' PES ,J: 1-'--.'",rrnr--,1 -p.cq-~ ---------:'.--,::l""'""JI c~---.......... -"6E.T 1 ''-~ e::i~i= A SHRUB PLANTING ON SLOPE N.T.S. " ,. ~ COVER CROP/ HY0ROSEED MIX #1 BOTANICAL SEED NAME Alyssum 'Carpet of Snow' Alyssum 'Royal Carpet' RATE: LBS/ACRE 4 LBS. 4 LBS. The folrowing materials shall be in the mix: Mulch • Conweb Fiber Binder -Terra Tac #3 Fertilizer 16-20-0 2,200 lbs./acre 150 lbs./acre 400 lbs./acre APPROVED cNGINEEHiNG PLANCHECKEH DATE B 111/f-T 2.X. n.,c=fT1vf .. ,_,y DP--,P-1 P·f c0L.£ft_. CMO G FP1/f-L. Lf" '? PVC-CPf'/Gj 1J li1XJZ.11 1'11 , c;.p,c._va_ Fil I F.p 01 MP JJ fAf' W ~ L 0E.f"P-fATCf:2.. "f O 6:'.)yff--p-ND F"A0TE.~ TO HOi..P TREE PLANTING & STAKING WITH N.T.s. DRAINAGE ON SLOPE PLANTING DISTANCE SCHEDllLE FEET 01\ CENTER ROW DISTANCE SET RACK l , To II l'-6 11 2 I• 0 11 10'-0" , n, 10.5" l'-4" l '-9" 8 I -8 11 PLANTING GRID • • • • • • • • • • • • • • • -----;,1,-....... -~ • • 0 • • • • • • • • • • • • • • • • • • • >-.. ....... ~ • • • • • • • ....... ~~---,.... C 'C' ~ .1 J " 1'~0" ] '-611 9'~6" @~-D_E_T_A_1L_G_R_O_UN_D_C_O_VE_R_P_L_A_N_T1_N_G_ "AS BU I LT" RCE ___ EXP. ____ DATE REI/IEWED BY: INSPECTOR D.ATE ~·11 CITY OF CARLSBADIISHEETSI --------------+-----+--f-----+------1 ~ J I DEPARTMENT =i is ,---------;----------------;-----t----t---------------+-----+--+----+-----i Four1h Ave,,1,.;e Corporate Center 1551 Fourtr, Av"'riue/Suite 200 San Diego, CA92101 (619) 239-2450/FAX 239-0107 l..ardscape Archnacture • Pianr,ng # ::1 (-O 3() LANDSCAPE IMPROVEMENTS FOR: PLANNING AREA 26N ~-----+--+---------------+------+---+---............. ---------1 'f'e.2.9L AV A PHASE II OATE INlllAL ENGINEER Of WORK REVlSION DESCRIPTION 011 TE INlllAL 011 TE INITlAL OTHER APPROVAL OTY '-f'PROV"1. OWN BY:-~~ CHKD BY: __ _ RVWO BY: PROJECT NO. I DRAWING NO. C,1· 90---3b _ o2'1f.-rJ;L