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HomeMy WebLinkAboutDWG 326-3L; CT 90-37; AVIARA PA 25; 01-13PLANS FOR THE IRRIGATION AND PLANTl~G OF: A VI ARA-CT 90-3 7 GENERAL NOTES: 1. THE CONTRACTOR MUST NOTIFY THE CITY PLAN CHECK CONSULTANT (619) 438-11621, EXTENSION #422.1, 72 HOURS (THREE WORKING DAYS), PRIOR TO STARTING CONSTRUCTION. 2. 3. •- 5. 6. 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 438-0218 FOR A LIST OF CITY APPROVED CERTIFIED TESTERS. DEVELOPER/OWNER IS RESPONSIBLE FOR SUPPLYING 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 ANO PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. D. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AT EACH LOCATION IS ACHIEVED. 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. PLANTING: A. PLANTING AND IRRIGATION FOR THE AREAS DESCRIBED ABOVE SHALL BE COMPLETELY INSTALLED, 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 SLOPES 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 REOUIRE A MINIMUM STANDARD #1 (COVER CROP b....!iJ1. JUTED). C. SLOPES 4 FEET TO 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (COVER CROP/JUTE MESH), #2 (GROUND COVER) AND #3 (LOW SHRUBS). D. SLOPES IN EXCESS OF B FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (COVER CROP/JUTE MESH), #2 (GROUND COVER), #3 (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. UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY TlfE 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~ RELATED T~~~DSCA,PING. DATE: :?/~!32 \ I I .. \ 11 25 2/ I'/ ,rg I I (,,;·,/1.. ___ _L__..L_ • ...,~~ f--=-~~~~~l:"11--:. 1 \ .1-0-ILDROSE TE8.R~cf·~ JD ~ --w~/'.-~-,c..-_···_-""--_..,..._ JJ J., <( a: a: UJ 2 -:-:::--i._L_J--::::::::_:::-_,,-; . .,.. f-..:,,.,...._t=~-- ·-...~. ~~--·_: ;_ -::_----=-===---=---=---=--:=· c::·-:,__--4 L :J-f 4 CJ fY OF CJ.\i--{L82-J.1D -r ) i'. ,-,·,a :\.Ir· c,c,_-17 _--i,,··,L/: J ,1,_J, ~---v ,_-::, AVJJ-\fl.6. PJ-_·AE:~f JJ .---· -LIMITS OF CCMSTAL D[£[) RE.Slf?!C.TION \_ LXiSTIN'C STOPM DHA!N !J I PCR OWG. NO ,'J 8-9 PROJECT LOCATION MAP OCEANSIDE 8½- CARLSBAO I r-_.___. No,,.. -~ CA::<.'.... se,.'-\..n WA(:T F-?>7 A\'lA'<...A "'HASE II -· -'t-t1~J f"'-:::C~JS....: SITE 'fy NS=TTJA l.J,..NE A\'lfl,,R,A, "9A__.,Cf"ER -.\+~ri? Pi.AW BO,JfJ DACZ1 :..A ENCINITAS N.T.S. Jf OPEN SPACE LOT .36 Fourth Avenue Corpora,~ CM1ter 1551 Fourth Avem1e/Suite 200 San O~o. CA92101 (61g) 239·2450/FAX 239-0107 VICINITY MAP l...andsr.;apl: ArchitecWre • Plarnng #91-029 5 ~ IRRIGATION SHEET NO. '\i.iJ---PLANTING SHEET NO. EN NCHECKER SHEET INDEX SHEET NO. TITLE SHEET 1 IRRIGATION PLANS IRRIGATION SPECIFICATIONS IRRIGATION LEGEND & NOTES IRRIGATION DETAILS PLANTING PLANS 2-3 4-5 6 PLANTING SPECIFICATIONS PLANTING LEGEND & DETAILS 7 8-9 10-12 13 GENERAL NOTES CONT. 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: 1 ) 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 HYDROSEEOED SHALL FIRST BE DISKED OR ROTOTILLED TO PROVIDE A FRIABLE, LOOSE SEED BED. 8. 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. B. PIPE 1) 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 SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. 8. AS-BUILT 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 TREl;S THAT ARE TO BE SAVED ON AVIARA PHASE II. /}-)j.)]~J(-)\.TT,'f) F0()P PL 11 NTIN 1 : --\' . \_ -~ ... ) . ..LI.. -.I.~ -\.._, "AS BUil T" ;\::; D Ir~ r~ I c; A 1' IO N O KL'{, INCI~lJI)lNC; PF'.T~ClSJ,: RCE ____ EXP. ____ _ L,C)CA1'IC)N CJ}' PLA.NTlNG .~ I-( E ,4.S _ REVIEWED BY: INSPECTOR DAlE 1 ~ CIT"'{ Of' CARLSBAD I s><n,:rs I t----+---+-------------------+---+----+----+---... [_]__JI PLANNING O(PARTMUH -13 _ ~-----t---+---+----t----t ,..,.. LANDSCAPE IMPROVEMENTS FOR: 1-----+----+------~~~~_:-~~.:=-~~==~==: 1 PLANNING AREA 25 2. 1. IARA PHASE II DAT!:: NITIAL l-', Tt. IN,T."1. DA 11;; . 11<ITl"1. OT'Hi.P I..Pr'(Zr~ c:rn APPROVAL C•:,<D BY:_ '-'.vWD BY: \. ! '' E \106591 \GJ l' • 40' --., --.---, _____ ___/ Key Map L -... ------· ··-,, ____ _ I I 28 27 ' ' I ' <· ; ,, ,_....., L/ / ......... _____ --- ./ i / / "--. / / / , I I ' L_ ,, , . , I:\ 1 I • ), ), ---·----- cf) ------. -.-.-~, I. I , , 'II' t --+~-l 2 2.5 I 22 NOTE: -~:::::----1---'~-----,\--;----IRRIGATION MAINLINE FOR ALL . :' I ~ ~11@1 ~-~, RESIDENTIAL LOTS SHALL BE ~~· _r_SCHEDULE 40 PVC . "I I I I I '·-., ____ ---·-'J'l,t,~--.. -· ----- I . , J._ , T RRACE I /:t.._ r 00 -,·,)J =-~---,,~---"\' ~.·' ' ' r:;::~-.. ~-- ' "-. < <4"' ..,I ·, ,,_,,= / .'\,,. I <( ( /j ·~-+-~0: y NOTE: IF EXISTING 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 ANDOWNER. APPROVicD ENGINEERING PLANCHECKEcR ! ' DATE \ \ ,. l cc; ~ --.,__J -+---+---+---II s•-~:~J --------+ --·-·-·-+---+---+-- . ~·-. ·---+--+----+---it --------+--~-... -····----+---t-----. WATER METER SHALL BE~ SIZE BACKFLOW PREVENTER SHALL BE 1" SIZE. SEE LANDSCAPE IMPROVEMENT -GRAWINGS FOR CARLSBAD TRACT NO. 89-37 AVIARA PHASE II FOR EXISTING IRRIGATION SEE SHEET ~ DRAWING NUMB 318-9L IRRIGATION PLAN II AS BUILT" RC[ __ _ EXP _________ _ DATE PEVJEIJED BY, !NSPEC TOR DATE LANDSCAPE IMPROVEMENTS FOR: PLANNING AREA 25 A VIARA PHASE 11 Fourth Ave!'lue Corporate Cenhn ------+---,--·----.. ---+------< :====9'c-====cA~~---.... -:--=---========= 1551 Fourth Avftnue/Sulte 200 I---+ San Diego, CA 9.Z101 (619) 239-2450/FAX 239·0107 1·12-;73 ASSI Landscape Arcliitecturo • Plamng -fJ ":) /--0 ;29 DATE INITIAL ENGINEER OF WCRK REVISION DESCRIPTION , ,· I I r ____ :::;....-- I l ':·1) \ NOTE: IRRIGATION Mft,:INLINE FOR ALL RESIDENTIAL LOTS SHALL BE _l_'_'_SCHEDULE 40 PVC - ! I 27 WATER METER SHALL BE 3M: SiZE ----------~ BACKFLOW PREVENTER SHALL BE ---------------~~ 1" SIZE. < -___, 20 I / , \~. I I I· \/ ' 1 t \_ (' '4 I Key Map E1\106591\G4 1· : 40' / / - .... ,.... . -, j \ i I I "' -' IJ ,-,,) 11 (1• I 79\ Ii II \ ,·' I Ci.., 1-(j I I ,- ' I I 1\ I -- )}t: ') ., t ) i I ' •·; ~6 Z3' •fr'rl4/,V/,,·i, I 'V li-:"1; /. ' t 11 I ~:., , " ,-._ --.... I f ! I \ I .;_! ~n ') ). t 60. oo 6 ' I • I I ,-. I --!· r/ - 'ui KESTREi I I ~u --..J...;_ _________________ _ I I I + ----::?--SEE LANDSCAPE IMPROVEMENT -DRAWINGS FOR CARLSBAD TRACT NO. 89-37 AV/ARA PHASE-tt FOR EXISTING IRRIGATION SEE SHEET 2.., DRAWING NUMBER 318-9L - _ .. ---/ ...'1/ (.\ ( "'->~;,~,._)'\ '( ~"1';.1i:B-. --· ·1· . /_ ~~' 14 13 1 6 ,ii\ I ) .\4 I I ) l 1 I 4 ' 44 ,,_'9, --.......-------'---------- _____,....,....--~ - . ' . •••• J 12 'A:~ -. I 'i L-------.'!.'~!):!_;4 c:".o~o_· -----1 -, \ ~) (~IJ ', --r---~ I 60 (JO· r 7 8 9 70 ----- \ ! 1 7 :-• -----I ---------NOTE· i,, I ' ~. ' IF EXISTING IRRIGATION I I ✓ ! • ; EQUIPMENT (IE; SPRINKLER HEADS, 1 C I PIPE, VALVES, ETC.) IS DAMAGED I / ; BY GRADING OR BY OTHER l's,! j CONSTRUCTION IMPROVEMENTS; . '0, i , THIS CONTRACTOR SHALL REPAIR 'ti ,f:,_J,,._'<. / OR REPLACE AT NO EXTRA COST TO }t\,;,F!-""t I THE OWNER ANY DAMAGED ,1i 1.,.,_ EQUIPMENT TO THE SATISFACTION . ; . '"( OF THE LANDSCAPE ARCHITECT j I AND OWNER. SEE LANDSCAPE IMPROVEMENT DRAWINGS FOR CARLSBAD TRACT NO, 89-37 AVIARA PHASE II FOR EXISTING l~IGATION SEE SHEE-T · DRAWING NUMBER 318-9L 1.1 !") 1-) l~-' ---) \/j~-, f) ·1-_,' (_) T? ·1=) "[ i~ ~ : ' I ' I N C ~)_ ___ -..\._., .... 11 ~" ... J.,,._'.,'.;. '" .1 t:NT 1 ·J ·1· -::i r) ·1 c· · 1-1 ,1·1 CJ i\) _,_·l_ .. . .~ \. .J. \. .r . }._ l. - n NI-\i \....1 ·-. .J 1. ) ll\!C=..itJI)INC; PJ\F:CTSF'. APPROVED LOC~;\rl'J01\: CJJ' IJ~,/\i\JTI\C; f;:NGINECl~ING PLANCHlcCKER DAT[ IRRIGATION PLAN "AS BUil T" RCE ___ EXP. ___ _ DATE REYlEWED BY: INSPECTOR DATE ~ r c_ 1_ TY OF--CARLSBAITT_ I SHEETS I Ll_J ! PLANNING DEPARTMENT :=J Is Fourth Avenue Corporate Ci;mt~r 1551 Fourth Avenue/Suite 200 San Diego, CA 92107 (619) 239-2450/FAX 239-0107 ----------+'------+-... ·--t------+-- LANDSCAPE IMPROVEMENTS FOR: PLANNING AREA 25 A VIAR PHASE II DATE Landscape Acct,;tectu,e • Planning # '5' /--0.2 S, DATE INITIAL -----t----+--+-- OAT( INITIAL DA ff INI T!AL OWN BY ~-___ c·· PROJECT NO - CHKD BY:__ C,/ 90-37 '.lRAWING NO. 52<p-3L "NGINEER or WORK REVISION DESCRIPTION ()1H(R APPROVAL Cl1Y ._PPRO'JAL RVl,JO BY __ _ - &.A 1,11£5.A 9LUE.Pfl:ltf'f SECTION 02441 IRRIGATION 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 PERMITS REQUIRED BY GOVERNING AUTHORITIES. ALL ON SITE, RECLAIME:D WATER PIPING SHALL BE INSTALLED IN ACCORDANCE: WITH THE UNIFORM PLUMBING CODE AND ALL OTHER LOCAL GOVERNING CODES, RULES, AND REGULATION. ALL PIPING SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH THE MANUFACTURER'S NAME OR TRADEMARK, NOMINAL SIZE, AND SCHEDULE OR CLASS INDICATING THE PRESSURE RATING. THE GENERAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. PERMITS AND LICENSES UNLESS OTHERWISE STATED, SECURE THE REQUIRED LICENSES AND PERMITS INCLUDING PAYMENTS OF CHARGES AND FEES, GIVE REQUIRED NOTICES TO PUBLIC AUTHORITIES, AND VERIFY PERMITS SECURED OR ARRANGEMENTS MADE BY OTHERS AFFECTING THE WORK OF THIS SECTION. WATER METERS AND POWER METERS WILL BE THE RESPONSIBILITY OF THE OWNER AND IOR HIS REPRESENTATIVE FOR INSTALLATION AND PERMIT FEES. 1 .1 . 1 .1 .2 1.1.,1.2 .2 1.2. fl.la.LATED WORK: LANDSCAPING SECTION 02460 COMPLIANCE TO CITY OF CARLSBAD RECLAIMED WATER STANDARDS QUALITY ASSURA!iC.E QUALIFICATIONS OF INSTALLERS 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'S RECOMMENDED METHODS OF INSTALLATION, THE CITY Of CARLSBA_D_R E CLAIMED WATER STANDARDS AND WHO SHALL DIRECT ALL WORK PERFORMED UNDER THIS SECTION. CODES AND STANDARDS IN ADDITION TO COMPLYING WITH ALL PERTINENT CODES AND REGULATIONS, COMPLY WITH THE LATEST RULES OF THE NATIONAL ELECTRICAL CODE AND ELECTRICAL SAFETY ORDERS OF THE STATE OF CALIFORNIA, DIVISIONS OF INDUSTRIAL SAFETY, FOR ALL ELECTRICAL WORK AND MATERIALS. REFER TO THE LATEST EDITION OF THE GREEN BOOK STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION WHERE APPLICABLE. THE CITY OF CARLSBAD RECLAIMED WATER STANDARDS, LATEST EDITIONS AND RULES AND REGULATION FOR RECLAIMED WATER SERVICE IN THE CITY OF CARLSBAD, LATEST EDITIONS ARE INCORPORATED UNTO THESE SPECIFICATIONS BY REFERENCE WHERE RECLAIMED WATER IS PROPOSED. SUBMITTALS: . 1 SUBMIT COMPLETE MATERIAL LIST PRIOR TO PERFORMING ANY WORK. SUBMIT CATALOG DATA AND FULL DESCRIPTIVE LITERATURE WHENEVER THE USE OF ITEMS DIFFERENT THAN THOSE SPECIFIED ITEM. 1 . 2. 3. 1 . 3 . 2 IS REQUESTED. SUBMIT NOTARIZED CERTIFICATES BY PLASTIC PIPE AND FITTING MANUFACTURERS INDICATING THAT MATERIAL COMPLIES WITH SPECIFICATIONS, UNLESS MATERIAL HAS BEEN PREVIOUSLY APPRO\IED. SUBMIT MATERIAL LIST USING THE FOLLOWING LAYOUT (DOUBLE SPACED BETWEEN EACH ITEM) Q,E._SCRIPTION MANUFACTURER MODEL NO PRESSURE MAINLINE APACHE SCH. 40 LAWN ETC. • 3 ,4 .5 . 1 HEAD RAIN BIRD 1806-12F ETC. ETC. EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT THE PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR MAY BE REJECTED AND SUCH MATERIALS REMOVED FROM THE SITE AT NO EXPENSE TO THE OWNER/DEVELOPMENT, APPAO\IAL OF ANY ITEMS, ALTERNATIVE, OR SUBSTITUTION INDICATE ONLY THAT THE PAODUCT(S) APPARENTLY MEET THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS ON THE BASIS OF THE INFORMATION OR SAMPLES SUBMITTED. 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 0WNE:RIDEVEL0PMENT. GUARANTEE; SUBMIT WRITTEN GUARANTEE IN APPROVED FORM THAT ALL WORK SHOWING DEFECTS IN MATERIALS OR WORKMANSHIP WILL BE REPAIRED OR REPLACED AT NO COST TO THE OWNERIDE\IELOPMENT 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'S LETTERHEAD AND CONTAIN THE FOLLOWING INFORMATION: A. GUARANTEE FOR IRRIGATION SYSTEM • (PROJECT NAME) WE HEREBY GUARANTEE THAT THE IRRIGATION SYSTEM WE HAVE FURNISHED AND INSTALLED FOR (PROJECT NAME) IS FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP, AND THE WORK HAS BEEN 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 YEAR FROM DATE OF ACCEPTANCE ANO ALSO TO REPAIR OR REPLACE ANY DAMAGE RESULTING FROM THE REPAIRING OR REPLACING OF SUCH DEFECTS AT NO ADDITIONAL COST TO THE OWNER/DEVELOPMENT. WE SHALL MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN A REASONABLE TIME, AS DETERMINED BY THE OWNER/DEVELOPMENT, AFTER RECEIPTS OF WRITTEN NOTICE. IN THE EVENT OF OUR FAILURE TO MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN A REASONABLE TIME AFTER RECEIPT OF WRITTEN NOTICE FROM THE OWNER/DEVELOPMENT, WE AUTHORIZE THE OWNER/DEVELOPMENT TO PROCEED TO HAVE SAID REPAIRS OR REPLACEMENTS MADE AT OUR EXPENSE AND WE WILL PAY THE COSTS AND CHARGES THEREFORE UPON DEMAND. 1.4- 1.4.1 .1 .3 1.6 . 1 .2 .1 .2 .3 .4 .5 1 . ,;, 2 .1 .2 1 .s. 3 .1 B. C. PROJECT: (PROJECT NAME) LOCATION: (LEGAL DESCRIPTION OF PROJECT PROPERTY) SIGNED _____________________ _ TITLE; _______________________ _ ADDRESS ____________________ _ TELEPHONE: DATE AND SIGNATURE. _______________ _ OBSERVATION: INSPECTION SCHEDULE IN ALL CASES WHERE OBSERVATION OF THE SPRINKLER SYSTEM WORK IS REQUIRED AND/OR WHERE PORTIONS OF THE WORK ARE SPECIFIED TO BE PERFORMED UNDER THE DIRECTION ANO/OR OBSERVATION OF THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR IN ADVANCE FOR THE FOLLOWING INSPECTIONS, ACCORDING TO THE TIME INDICATED: A. PRE·JOB CONFERENCE • 7 CALENDAR DAYS B. LAYOUT OF CONTROL EQUIPMENT, SPRINKLER HEADS AND PIPING-32 HOURS C. PRESSURE MAINLINE INSTALLATION AND TESTING • 32 HOURS D. CONFORMANCE TO REGULATIONS FOR RECLAIMED WATER-32 HOURS E. LATERAL TRENCH DEPTH CHECK • 32 HOURS F. COVERAGE TEST • 32 HOURS G. FINAL INSPECTION • 48 HOURS H. NOTIFY THE CITY OF CARLSBAD 24 HOURS IN ADVANCE OF BEGINNING OF WORK. I. NOTIFY THE CITY OF CARLSBAD 24 HOURS IN ADI/ANGE 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 THE CONTRACTOR CALLS FOR AN INSPECTION WITHOUT AS-BUILT DRAWINGS, WITHOUT COMPLETING PREVIOUSLY NOTED CORRECTIONS, OR WITHOUT PREPARING THE SYSTEM FOR INSPECTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REIMBURSING THE LANDSCAPE ARCHITECT OR THE LANDSCAPE COORDINATOR AT THE RATE OF $95.00 PER HOUR (PLUS ANY TRANSPORTATION COST) FOR THE INCONVENIENCE. NO FURTHER INSPECTIONS WILL BE SCHEDULED UNTIL THIS CHARGE HAS BEEN PAID. TESTING: GENERAL FURNISH ALL NECESSARY TESTING EQUIPMENT AND PERSONNEL TO MEET TESTING REQUIREMENT. CORRECT ALL DEFECTS AND RETEST UNTIL ACCEPTANCE BY OWNER. TESTS MAKE HYDROSTATIC TESTS ONLY IN THE PRESENCE OF THE REPRESENTATIVE OF 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 APP AO VE D 1".>1 "TT-Ile'-a,"( ~ I N,Sf"EC,TOP--.. FURNISH NECESSARY FORCE PUMP AND ALL OTHER TEST EQUIPMENT. TEST ALL PRESSURE MAINLINES UNDER A HYDROSTATIC PRESSURE OF 150 P.S.I. FOR A PERIOD OF TWO HOURS. ALL TESTING SHALL BE APPROVED PRIOR TO THE INSTALLATION OF REMOTE CONTROL VALVES, QUICK COUPLERS, OR OTHER VALVE ASSEMBLIES. ALL PIPING UNDER PAVED AREAS SHALL BE TESTED UNDER A HYDROSTATIC PRESSURE OF 150 P.S.I. AND PROVED WATERTIGHT, PRIOR TO THE PAVING OPERATION. AQJUSUNG SYSTEM THE CONTRACTOR $HALL FLUSH AND ADJUST ALL IRRIGATION HEADS AND 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 NOZZLE CHANGES WILL PROVIDE PROPER AND MORE ADEQUATE COVERAGE, MAKE ALL SUCH CHANGES OR MAKE ARRANGEMENTS WITH MANUFACTURER TO HA\/E ADJUSTMENT MADE, PRIOR TO PLANTING. COVERAGE TEST WHEN THE IRRIGATION SYSTEM IS COMPLETED, PERFORM A 1.5.4 .1 1.6.5 .1 1.11>.1 '1 .2 .3 .4 .5 .6 .7 .9 1.<i>.2. .1 .2 1.,:;.,. 3 .1 FINAL ACCEPTANCE 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 THE OWNER DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY OF WARRANTY •. MINOR ADJUSTMENTS MINOR ADJUSTMENTS (LEI/ELLING AND CLEANING SPRINKLER HEADS, VALVE BOXES, ETC, INCLUDING PROTECTION FROM VANDALISM) WILL BE MADE BY THE 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 DRAWINGS 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 REQUIREMENTS OF THESE STANDARD SPECIFICATIONS, SHALL BE APPROVED BEFORE IMPLEMENTING THE CHANGES IN THE CONSTRUCTION CONTRACT. FAILURE TO RECEIVE PRIOR APPROVAL MAY RESULT IN TERMINATION 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 ANO PROFESSIONAL MANNER. WHEN THE DRAWINGS ARE APPROVED, TRANSFER ALL INFORMATION TO A SET OF REPRODUCIBLE SEPIA 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 114 INCH IS SIZE. UPON COMPLETION OF EACH INCREMENT OF WORK, ALL REQUIRED INFORMATION 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.) C. GATE VALVES. D. IRRIGATION CONTROL VALVES E. OTHER RELATED EQUIPMENT (AS DIRECTED BY THE LANDSCAPE ARCHITECT) MAINTAIN AS-BUILT DRAWINGS ON THE SITE AT ALL TIMES. THESE DRAWINGS ARE SUBJECT TO INSPECTION AT ANYTIME. MAKE All CHANGES TO REPRODUCIBLE DRAWINGS IN INK (NO BALLPOINT PEN). USE ERADICATING FLUID WHEN REDOING DRAWINGS. CHANGES AND DIMENSIONS SHALL BE RECORDED IN A LEGIBLE AND PROFESSIONA, MANNER. RECORD CONSTRUCTION DRAWINGS SHALL BE MAINTAINED AT THE JOB-SITE DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS-BUILT 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 ANO NECESSARY DESCRIPTIVE MATERIAL IN COMPLETE DETAIL AND SUFFICIENT QUANTITY, PROPERLY PREPARED IN FOUR (4) INDIVIDUAL BOUND COPIES. DESCRIBE THE MATERIAL INSTALLED IN SUFFICIENT DETAILS TO PERMIT QUALIFIED OPERATING PERSONNEL TO UNDERSTAND, OPERATE ANO 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 CONTRACTOR'S ADDRESS AND TELEPHONE NUMBER. B. DURATION OF GUARANTEE PERIOD C. LIST OF EQUIPMENT WITH NAMES AND ADDRESSES OF MANUFACTURER'S LOCAL REPRESENTATIVE. 0. COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL MAJOR EQUIPMENT. IN ADDITION TO THE MAINTENANCE MANUALS, PROVIDE THE MAINTENANCE PERSONNEL WITH INSTRUCTIONS FOR MAJOR EQUIPMENT AND SHOW WRITTEN EVIDENCE TO THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR AT THE CONCLUSION OF THE WORK THAT HIS SERVICE HAS BEEN RENDERED. CHECK UST COMPLETE THE FOLLOWING CHECKLIST AT THE END OF THE PROJECT, USING THE FORMAT SHOWN: .2 A. B. C. 0. E. F. G. H. I. J. PLUMBING PERMITS (IF NONE REQUIRED, SQ NOTE) MATERIALS APPROVAL PRESSURE MAINLINE TEST (BY WHOM AND DATE) AS-BUILT DRAWINGS COMPLETED (RECEIVED BY AND DATE) CONTROLLER CHART COMPLETED (RECEIVED BY AND DATE) MATERIALS FURNISHED (RECEIVED BY AND DATE) OPERATION AND MAINTENANCE MANUALS FURNISHED (RECEIVED BY AND DATE) SYSTEM AND EQUIPMENT OPERATION INSTRUCTIONS (RECEIVED BY AND DATE) MANUFACTURER WARRANTEES (RECEIVED BY ANO DATE) WRITTEN GUARANTEE BY CONTRACTOR (RECEIVED BY AND DATE) FORWARD SIGNED ANO DATED CHECKLIST TO LANDSCAPE ARCHITECT OR l.ANDSCAPE COORDINATOR BEFORE FINAL ACCEPTANCE OF PROJECT. 1. 7 GENERAL REO\/IREMENTS· 1. 7 .1 CODE REQUIREMENTS SHALL BE THOSE OF STATE AND MUNICIPAL CODES AND REGULATIONS LOCALLY GOVERNING THIS WORK, PROVIDING THAT ANY REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS, NOT CONFLICTING THEREWITH BUT EXCEEDING THE CODE REQUIREMENTS SHALL GOVERN, UNLESS WRITTEN PERMISSION TO THE CONTRARY IS GRANTED BY THE AGENCY. 1. 7. 2 EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING IN THE AREA DUE TO EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES CAUSED BY HIS OPERATIONS. 1.7.3 CONNECTIONS SHALL BE MADE AT APPROXIMATELY THE LOCATIONS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS. 1. 7.4 SCALED DIMENSIONS ARE APPROXIMATE, BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS. 1.1.5 PLAN LOCATIONS OF HEADS, VALVES, CONTROLLER ANO PIPE LINES ARE DIAGRAMMATIC AND INDICATE THE SPACING AND RELATIVE LOCATIONS OF ALL INSTALLATIONS. 1. 7.6 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 INSTALLED DIRECTLY OVER ONE ANOTHER. 1. T, 7 DIELECTRIC BUSHINGS SHALL BE USED IN ANY CONNECTIONS WITH PIPING OF DISSIMILAR METAL MATERIALS. 1. 7.8 POINT OF CONNECTION SHALL BE APPROXIMATELY AS SHOWN ON DRAWINGS. CONNECT NEW UNDERGROUND PIPING AND VALVES ANO PROVIDE ALL FLANGES, ADAPTERS OR OTHER NECESSARY FITTINGS FOR CONNECTION. 1.7,9 PERMISSION TO SHUT OFF ANY EXISTING IN-USE WATER LINES MUST BE OBTAINED 48 HOURS IN ADVANCE, IN WAITING FROM THE OWNER/DEVELOPER. THE CONTRACTOR SHALL RECEIVE INSTRUCTIONS FROM THE OWNER/DEVELOPER, AS TO THE EXACT LENGTH OF TIME OF EACH SHUT-OFF. 1. 7.10 CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONDITIONS. 1. 7.11 MAINTENANCE. THE ENTIRE IRRIGATION SYSTEM SHALL BE UNDER FULL AUTOMATIC OPERATION FOR A PERIOD OF 7 DAYS PRIOR TO ANY PLANTING . 1.7.12 THE WORK SHALL BE ACCEPTED IN WAITING WHEN THE ENTIRE SCOPE OF WORK 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 •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· PRODUCTS 2.1 MATERIALS: 2 .1 .1 PIPING: PIPE SIZES SHOWN ARE NOMINAL INSIDE DIAMETER UNLESS OTHERWISE NOTED. .1 POLYVINYL CHLORIDE PIPE POTABLE; SPECIFICATIONS "AS BUil T" COVERAGE TEST IN THE PRESENCE OF THE LANDSCAPE ARCHITECT f->f-<O C,/Tf 1--1--N~ 1!4"SJ"i:C-10!'--- 0A LANDSCAPE COORDINATOR, TO DETERMINE IF THE WATER APF1 F{O \7ED r·o F< PLP,NTIT\G 1~ND 11-<RICA'I'ION ONL1', INCLUDING PRECISf. COVERAGE FOR PLANTING AREAS IS COMPLETE AND ADEQUATE. FURNISH ALL MATERIALS AND PERFORM ALL WORK AEOUIREO TO CORRECT ANY INADEQUACIES OF COVERAGE DUE TO DEVIATIONS FROM THE PLANS OR WHERE THE SYSTEM HAS BEEN WILLFULLY INSTALLED AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUSLY INADEQUATE OR INAPPROPRIATE, WITHOUT BRINGING THIS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR. THIS TEST SHALL BE ACCOMPLISHED BEFORE ANY GROUND COVER IS PLANTED. RCE __ _ EXP. -----OA lE APPROVED LOCArfION OF' PLl\NcfING" R[VIEWi:D BY; ENGINEERING PLANCHECKER DATE .4RI:~l\S INSPECTOR OAT£ 1----------------+----t---~-------+-+-----+---t-------i I SH~ I CITY OF CARLSBAD I SHlE~TS I ·-~-PLANNING OEPARTMDIT _jJ 1----+----,f-----------------+----,1----t----------t---i :===~============-==-===; ·------------------+---...... ------+-----1-----11 LANDSCAPE IMPROVEMENTS FOR: PLANNING AREA 25 /'/A VIARA" PHASE II .2 2. 1. 2 ., .2 2.1.3 .1 2. 1. 4 .1 2.1.5 .1 .2 .3 2 .1.6 . 1 (1) PVC PLASTIC PRESSURE LINES; FOR PIPING UPSTREAM OF RE:MOTE CONTROL VALVE:S AND QUICK COUPLERS. ALL TtlREE (3) INCHES AND SMALLER SHALL BE TYPE 1, GRADE 2, (IMPACT MODIFIED), DESIGNED AS PVC 1220, ~..++. 4o ---(SOR 13.5), CONFORMING TO COMMERCIAL STANDARDS CS256-63. BRASS PIPE SHALL BE IPS STANDARD WEIGHT 125 POUNDS, 85% RE:D BRASS. FITTINGS AND CONNECTIONS: POLYVINYL CHLORIDE PIPE FITTINGS AND CONNECTIONS: TYPE II, GRADE 1, SCHEDULE 40, HIGH IMPACT MOLDED FITTINGS, MANUFACTURED FROM VIRGIN COMPOUNDS AS SPECIFIED FOR PIPING, TAPERED SOCKET OR MOLDER THREAD TYPE, SUITABLE FOR EITHER SOLVENT WELD OR SCREWED CONNECTIONS. MACHINE THREADED FITTINGS AND PLASTIC SADDLE AND FLANGE FITTINGS ARE NOT ACCEPTABLE. FURNISH FITTINGS PERMANENTLY MARKED WITH FOLLOWING INFORMATION: NOMINAL PIPE SIZE, TYPE ANO SCHEDULE OF MATERIAL, AND NATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVAL PVC FITTING SHALL CONFORM TO ASTM D2464 ANO 02466. BRASS PIPE FITTINGS AND CONNECTIONS: STANDARD 125 POUND CLASS 85% RED BRASS FITTINGS ANO CONNECTIONS. COPPER PIPE AND FITTINGS: WHERE INDICATED ON THE DRAWINGS, COPPER PIPE SHALL BE TYPE "K" SWEAT SOLDE;RED PIPE. 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 80 FITTINGS. FITTINGS· FITTINGS, IN 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 FITTINGS FOR PIPE THREE (3) INCHES AND SMALLER SHALL BE SCHEDULE 40 ALL TEES FOR THE INSTALLATION OF SWING JOINTS WILL BE INSTALLED WITH DURA, LASCO TEE OR EOUAL. ANGLE CONTROL VALVE ANGLE CONTROL VALVES SHALL BE OF THE MANUFACTURER SHOWN ON THE DRAWINGS OR APPROVED EQUAL. EACH ANGLE VALVE SHALL HAVE UNION. 2.1.7 VALVE BOX: .1 2. 1. 8 2. 1. 9 .1 2. 1. 1 0 2. 1 . 1 1 2. 1. 1 2 2.1.13 .1 . 2 ALL VALVES INCLUDING PRESSURE REGULATING VALVES, AND HOSE BIBB SHALL BE INSTALLED IN SUITABLE VALVE BOXES AS SHOWN IN DETAILS. ALL SHALL BE MARKED "PRV",OR "H.B." RESPECTIVELY WITH STATION NUMBERS FOR CONTROL VALVES EMBOSSED ON THE VALVE COVER WITH A BRASS TAG ON THE COVER STATING "RECLAIMED WATER" IN ENGLISH AND SPANISH. (RCV BOXES SHALL HAVE LOCKING COVERS) OTHER BOXES SUCH AS PULL BOXES, ETC. SHALL BE MARK ACCORDINGLY. 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 MANUFACTURER SHOWN ON THE DRAWING, OR APPROVED EQUAL, 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 1/2'" OR LARGE:R. CONTRACTOR SHALL PROVIDE TO THE OWNER: FOUR (4) WRENCHES FOR REMOVING EACH DIFFERENT TYPE OF SPRINKLER HEAD. ONE LOOSE KEV FOR EACH HOSE BIBB . EARL . .a...: EXECUTION 3 .1 GENERAL REQUIREMENTS: 3.1.1 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. 3.1.2 INSTALL AND EXTEND SYSTEM AS SHOWN ON THE DRAWINGS, AND AS NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. 3.1.:3 3.2 3. 2. 1 .1 .2 .3 .4 .5 LOCATE LINES, VALVES AND OTHER UNDERGROUND UTILITIES ANO RECEIVE THE APPROVAL OF THE ARCHITECT BEFORE DIGGING TRENCHES. INSTALLATION OF IRRIGATION SYSTEM: E.X.~KEU.J .. ING OE I BE NCH ES· EXCAVATE TRENCHES, PREPARE SUBGRADE, AND BACKFILL TO LINE AND GRADE WITH SUFFICIENT ROOM FOR PIPE FITTINGS, TESTING AND INSPECTING OPERATIONS. DO NOT BACKFILL UNTIL THE; PIPE SYSTEM HAS BEEN SUBJECTED TO A HYDROSTATIC TEST AS SPECIFIED, DEPTH OF TRENCH; SEE IRRIGATION LEGEND TRJ;NCHING THROUGH AREAS WHERE TOPSOIL HAS BEEN SPREAD: DEPOSIT TOPSOIL ON ONE SIDE OF TRENCH ANO SUBSOIL ON OPPOSITE 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 ANO REPLACE ALL DEFECTIVE PIPE OR FITTINGS UNTIL LINES MEET TEST REQUIREMENTS. DO NOT COVER ANY LINES UNTIL TtlEY HAVE BEEN INSPECTED AND APPROVED FOR TIGHTNESS, QUALITY OF WORKMANSHIP AND MATERIALS. .6 .7 .8 3.2.2 .1 .2 .3 .4 .5 .6 .7 .6 .9 .10 .11 3.2.3 .1 . 2 3.2.4 .1 .2 3.2.5 .1 .2 3.2.6 3.2.7 ,1 .2 3.3 BACKFILL TRENCHES, AFTER APPROVAL OF PIPING, WITH SUITABLE AND APPROVED MATERIAL, TAMPING SOIL AROUND PIPE; ANO THOROUGHLY COMPACTING ALL TRENCH FILLS UNTIL 90% COMP'ACTION HAS BEEN ACHIEVED. BACKFILL MATERIAL SHALL BE AN APPROVED SOIL, FREE FROM ROCKS AND CLODS 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 IN 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 OR 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 FIE;LD 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 FOR EXPANSION AND CONTRACTION. CENTER LOAD PIPE WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING AND SLIPPING UNDER PRESSURE. LEAVE JOINTS EXPOSED FOR INSPECTION DURING TESTING. NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL INSPECTIONS HAVE BE;E;N COMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOLVENT WELD SETTING ANO 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 MANUFACTURER 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 DESCRIPtlON. 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. VALVES: ALL VALVES SHALL BE INSTALLED AS SHOWN IN THE DETAILS AND IN ACCORDANCE WITl1 MANUFACTURER'S RECOMMENDATIONS AND AS REQUIRED BY THE CITY OF CARLSBAD FOR IDENTIFICATION, PER RECLAIMED WATER STANDARDS, IF USED. INSTALL EACH CONTROL VALVE IN A SEPARATE VALVE BOX WITH A MINIMUM OF 12" SEPARATION BETWEEN VALVES AND 6" FROM ANY FIXED OBJECT OR STRUCTURE. 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 THE 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, ANO AS SHOWN ON PLANS ANO AS DIRECTED. BACKFLOW 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 ANO CONTAINERS USED IN ACCOMPLISHING WORK. HE SHALL SWEEP AND CLEAN ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT TO THE PLANTINGS. END OF SECTION APPROVED ENGINEERING PLANCHECKER DATE AFJf>I~0\1ED FOl\ PLi'l"N'fINC~ i\ND IFcFcJ(;A"l'lON ONL)', INCLUDING PR F~ C 1 S I1~ LOCA'fION OF' PL.4-N'flNG i1,.l<E/\S. SPECIFICATIONS "AS BUILT" RC( ___ EXP. DA1E REVIEv.rrl BY: INSPECTOR DA1E +---+--+--~ ~ c1rxAN2r ~b~~~AD rE LANDSCAPE IMPROVEMENTS FOR: PLANNING AREA 25 A VIARA PHASE II rourth .A.venue Corpora!e Center!-----+---+-------------------;----+----+-------,f-----11 ::=========+===============: t551 Fourth Avenue/Su~e2'00 !-----+---+---------~ APPA:_Q.lv_t:n:.1..1 ./ • 1 I ~,1,;.,,,, I) SanOteQo,CA92J0t 1>~u vt., ,t.,,t.,Vf,~ (t19J 239·2 <50/f.U 231>-0107 ASSIS'fANT PLANNING DIRECTOR t.ar.dscape ~ • ~ #""v )----0 34- (l.t. TE IH!T\AL EN=i:ER Of 'MlRK REVISION DESCRIPTION DATE IHll!Al. OTHER APPROVAi. D.A TE IN!TW.. QTY APPROVAi. DATE LA MESA EILUfPfilNT . { 24" Mln.-12" 0 Loruor 18° Min -10" El Srnallor SECTION BENDS, TEES, 8 CROSSES Size 6" o· 16° .. 20" Undlsturbod Ground 0) 4" 6" 10" 6" a" 12'' a"' 10· 14" -10" 12" 16" 12" 1411 -------. . TEES PS Bencls B 2" s"' ~3'' a'" !I. g" 6" 10 a" I I" 6" Min. T1u1. A 8 6" s" a" e" g" 12· I I" 14" 14° 16 CROSSES Undl,lurbod Ground Cap a C D e" 14" 1011 20"' 12" I_ 27" 14" ; 34" I 41 g"' I I" 14 K DETAIL THRUST BLOCK CONDUIT WIRE RUN PULL BOX 1 8 • PLAN VIEW ~ UNMORTARED BRICK F.OUNDATI LOCKABLE TOP SIZE: 9-112" X 16" ., r ·-···7 I L---1----1 f--".c---+---1X---+---J ;//4 2. EVATION NOTES . 1. INSTALL PULL BOXES AS SHO ON PLAN 2. AT JUNCTIONS WHE:RE RUN" OMBINE, SPLICE COMMON GROUND IN P 3. PULL BOX COVER SHALL _ PcRMANENTLY MARKED "ELECTRIC" 4. CONDUCTORS FOR EA CONTROLLER CLOCK SHALL BE HARNESSED OP CONTROL WIRES INTO PULL BOX. ALL SPLICES ARE TO BE: MAOE IN PULL BOXES OR REMOTE CONTROL VALVE BOXES. 8!:DOING MATERIAL '---CONTROL WIRE: RUN SEPARATELY AND AT FFICIENT INTERVALS TO MAINTAIN A D~l'INITE BUNDL 5. ALL SPLICES SHAL E MADE WITH A PROPERLY SET MECHANICAL SPLICE CONNECTOR EN ELY ENCLOSED IN SELF-CURING RESIN AND SHALL BE COMPLF,TELY TER PROOF. 6. ALL SPARE E ENDS SHALL BE INSULATED IN THE SAME MANNER AS WIRE SPLICES. 7. IF SPEC ED, ALL SPLICES SHALL BE SOLDERED WiTH METM.LIC ALLOY SOLDER PRIO, 0 INSTALLING CONNECTORS, 8 WIR "BUNDLES INSIDE PULL BOXES SHALL BE AT LEAST 4 INCHES FROM THE U E.RSIJE OF THE BOX COVER MINIMUM SIZE PULL BOX SHALL BE AS SHOWN ABOVE. LARGER BOXF.S MAY BE NECESSARY TO MEET 4·· CLEARANCE REQUIREMENT. J ELECTRICAL PULL BOX ' / IRRIGATION LEGEND XV \Y !><1 v W • ---- □ f8. 0 \ I V N MAN TORO 570S STREAM SPRAY W/35 DEG. NOZ. F,H,Q. INSTALL WIFACTORY CHECK VALVE TORO 570S FLAT STREAM SPRAY W/10 DEG NOZ F,HO INSTALL WI FACTORY CHECK VALVE 7--PQ 5 70 n p:::f='-crr .5;'Pe,6.f-1 s~ 1--1/tY;;;, ~ .;.1e..r: f? C?. !N:5TUL--J.I/ ~J cH~ 'f,Al., ··· CHAMPION #300 MANUAL CONTROL VALVE 1" SIZE FEBCO 825Y REDUCED PRESSURE BACKFLOW PREVENTER AND 'WYE" STRAINER RADI 13' 12· j?:, I CHAMPION 1-401 LK HOSE BIB W/ LOOSE KEY HANDLE (INSTALLED IN PLASTIC VALVE BOX) 3/4" DOMESTIC WATER METER BY OTHERS CLASS 200 PVC LATERAL LINE (MIN. 12" COVER) PM 20 1.8, 1.0,,60 30 1 ,8, 1.0,,60 20 SCHEDULE 40 PVC MAINLINE (MIN. 18" COVER) FOR 1-112" AND SMALLER AND CLASS 315 FOR 2" AND LARGER PULL BOX GRISWOLD MODEL DW-PRS AUTO CONTROL VALVE RECLAIMED NON-PRESSURE LATERAL ("ALERTLINE") (MIN. 12" COVER) NON-POTABLE EXIST!["JG RE-CLAIMED PRESSURE MAINLINE ( ""ALERTLINE"') SCHEDULE 40 PVC FOR 1-1/2" AND SMALLER AND CLASS 315 FOR 2· AND LARGER EXISTIWG SPRINKLER HEAD TO REMAIN EXISTH[NjG AUTO CONTROL VALVE TO REMAIN EXISTIN1G QUICK COUPLER TO REMAIN POINT OF CONNECTION OF EXISTING MAINLINE TO NEW MAINLINE STATION NUMBER GPM VALVE SIZE Pl .6 Nr'I·,1··N, Tc·· J _ :.. . . ' -J ONl,\7 , PRECIP. RATE ,69 1 .13 DET. NO. A A C D E J G "AS BU IL T" ,L\l\[) 11-(F'.IC 1\'J'JC) i\J INCLUI)INC; RCE ___ EXP. ___ _ APPROVED () [,' REVIEWED BY: ENGINEERING PLANCHECK[H DATE INSPECTOR DATE DAlE ---------------+----+---+---------+--II S~J:ET I CITY OF CARLSBAD I SHF~TS I {.() PLANN.ING DEPARlMENT IJ ;:====-==========::::'...'.::='=~ LANDSCAPE IMPROVEMENT FOR: PLANNING AREA 25 7AVIARA PHASE II Four1h Ave111.1e Corporate Centert----t-----t-------------------t---+--+---+----1 ;=====;z'.;'z'.; ... ==~~=============: 1551 Fo1.1rih Aven1,.1e/S\.li11a1 ~00 t----t--------t------------------11------t---+---+-----I ·· / 1 sa, Diego, CA 92101 APPRWJif:'1td 7 "d#Jd' (619) n9-2•~0/FAX 239-0107 le - j =~~l~Dl~R Lardscape Architoc:ture • Plamirg #9 l-029 PROJECT NO. G;cy?-37 DATE l>A TE INlllAL E;NG:INEER Of WORK REVISION DESCRIPTlON DATE INl"llAL DATE INlllAl. OTHER A?PROYAI. QTY APPROVAL 7-12 -f.5 I DRAWING NO. )24:,-::J.--~--~----~ , . 3. 5. 6 7 e NOTE: FAG.TORY ASSEMBLED SWIN-G JOINT AS MANUFACTURED BY DURA. LASCO OR EQUAL EXTRUDED 3" SCH 80 NIPPLE AY HEAD OR ROTOR HEAD IRRIGATION DURA SIZE PVC HEAD MODEL 4-GRADE TO 24" DEPTH ----~ 90' ELL (SLIP X SLIP) 700 SERIES +007-9-0 3/4" SCH 40 570 SERIES +005-9-0 1/2" SCH 40 •·-_-,; I/ <!JJ-"' ~,;r SPRING LOAD CHECK VALVE AS REQUIRED T PREVENT ' LOW HEAD DRAIN E; USE FACTORY CHECK VA AVAILABLE -VERIFY SOL VENT WELD _LEGEND-----~__:-,.___ PVC FITTJNG ------..._ SOL VENT WELD (SLIP X SLIP) SWING X SLIP-----:~- SCH 80 PVC PIPE ;?2;::---______::,~,Llt 9rfELL (SWING X SWING) 90'ELL (FIPT X SWING) MALE FITTING ADAPTER {SWING X SPIGOT) SCH 80 PVC PIPE,12" PVC LATERAL (COVER AS NOTED N LEGEND) SCH 80 PVC NIPP\. SWING JOINT HEAD ON RISER - A B EXCEPT AS SHOWN. THE Re SHALL BE NO FITTINGS OR CCJ:Ct✓ECTIONS TO OTHER FACILITES BETWEEN THE 11,ETER AN() BACKFLOW ASSEl'1BL Y THE BACK 0 LOW PREVENTER ASSEMBLY l~U.ST BE INSTALLED A MIN11'1UI~ OF (5") AND NOT TO EXCEED A MAXIMUM Oc Tl'iO FEET (2'} FROM THE l,IE TER EXCEPT WHERE ';"HIS WOULD REQUIRE: TrlE 8ACKFLOW ASSEM3LY TO BE INSTALLED IN A PUBLIC RIGHT-OF-WAY. IN WHICH CASE. THE SACKFLOW ASSEl/,Bl Y l,IUST INSTALLED A MAXIMUM OF TWO FEET (2') INSID:: THE PROPERTY ur,E TYPE K HARD OR TYPE L HARO COPPER 0'1 BRASS WITI-1 SOLDER JOINTS OR THREADED MUST BE L:Sf'O BETWEEN THE l~ETER AND BACK FLOW ASSEMBLY. PRECEDING THE NUl,IBER ONE SHLT OFF VALVE. CONNECTION MUST BE MACE WITH A COPPER OR BRASS RISER OR BRASS 90 DEGREE cLBOW. SHUT OFF VALVE MAY BE PRECE:lED BY A COPP,'R OR B~ASS NIPPLE ANDIOR A BRASS UNION. RISER MUST B:: l~ADE OF SUFFICIENT LENGTH THAT THE BOTTOl,1 OF THE BACKFLC.'I ASSEl~BLY IS TWELVE INCHES (12"") TO TH,RTY-SIX INCHES (35") ABOVE GRADE IN AN AREA NOT SUBJECTED TO FLOODING. FOL.LOWING THE NUMBER TWO SHUT OFF VALVE, THE CONNECTION MUST BE l>.IADE WITH A COPPER OR BRASS 90 DEGREE ELBOW TO A COPPER OR BRASS 90 DEGREE ELBOW. S'-IUT OFF VALVE l,IAY BE FOLLOWED BY A COPPER OR BRASS NIPPLE AN)10R A BRASS UNION. RISc.9 MUST BE MADE OF SUFF1C:ENT LENGTH THAT THE BOTTOM OF THE BAC:~FLOW ASSEMBLY IS TWELVE INCHl:S \ 12'") TO THIRTY-SIX INCHES (36") ABOVE GRADE 1N AN AF.EA NOT SUBJECTicD TO FLOOOING. IF BACKFLOWASSEl~BLY IS TO BE INS-ALLEC ON A SLOPE WITH A H:)RIZONTAL TC VERTICAL RATIO OF 4-1 OR GREATER. A TWO FOOT (2') HIGH RETAINING WALL MUST BE BUil. T SURROUNDING THE ASS EMBLY ASSEMBLY l,IUST BE LOCATED Ir, Ar, AFil'A NOT SUBJECT TO Fl.00D ING. ONLY THE REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLIES WHICH HAVE BEEN APPROVED BY TfcE STATE OF CAUFORNIA DEPARTMENT OF HEALTH SERVICE, MAY EE USED ON WAT ER SERVICES WiTHIN THE CARLSBAD MUNICl?AL WA Tc R DISTRICT. FINISH A P P R O V E D B A C K F L O W ------........._ ASSEMBLY W/BALL VALVE BONDING JUMPER=~ (WHEN REO.) ONDING JUMPER (WHEN REO.) 12' MINIMUM NOT TO SCALE E 6" MIN \r ,.:,s' ~ 8 C I NIPPLE ._.LJ. (2) GAL V. BANDS · "FAST-LOCK" .,,--..:::::--,,.11,(• 1 OR E OUAL .............. , ' PVC STREET ELL -1'1",o----'--MARL!;X STREET ELL HOSE BIBB C --·:~1 1=DGE ---OE ;~S(IN.0=.c/C. II . \ ( I 1f -:-11 I 11 -------------------- i -----------rEJ/il. GR---------- ' ' 1/ ----+------2 /✓ 6~ CCUR ' FVC .St..:eEVE. .-----i-------._ -MMlJA.'-C6/TRCL ANGLE VAi-Ve . -lf?VC MALE ~ ':At:::.;,,.\ptE.:/'<. {r(f?) f3/C FfFe -~~ : __ pvc Flrt= Mz:-iM<{;x:--tt w) DETAIL MANUAL CONTROL VALVE VALVE BOX WITH COVER MARKED ·ov· (BROOKS MODEL # 3-HL IN MEDIANS, BROOKS MODEL .,..1418 WITH -- SNAP COVER ELSEWHERE) 1/2" IN TURF ANO 2" IN GROUNDCOVER AREAS FNSH GRADE PVC MALE ADAPTER PVC M Af-J (COVER AS~--:-N:--::Oc:::TE=-. IN LEGEND) 2"x4"x24" REDWOOD __ 1 CU.FT. P£A GRAVEL~-~ PVC MAL£ ADAPTER NOTE: USE <4s°ELLS MMEDIATELY OVTSDE OF VALVE BOX, AS NECESSARY. FOR TRA.NS[l))N TO REQURED MA.l'ILl'IE DEPTH. F PRESSURE REGULATING VAL VE PLASTIC VALVE BOX 'WTT'IJ CO VER MARK ED --------------- \1" (BROOKS MODEL# 1419". WI SNAP COVER) SOLENOV AC TUA TED REMOTE CONTROL VALVE COMMON AND rnNTI~I WRES (PROVOE 2 " WRE .. A COL EAJ MAIN LINE (COVER AND TYPE AS NOTED IN LEG D) / L"TERAL u-.lE (COVER AS NOTED 1-1 LEGEND CQt.M:)N WRE (PRQVOE 24" OF WRE IN A COi.) v'-~~ SCH 80 PVC NPPLE MOTE: USE 45': LLS t.9,,EOV.TELY OUTSOE OF VALVE BOX, NECESS.l.RY, FOR ~.NSITIQN TO REQC..flED LATERAL LNE DEPTH. REMOTE CONTROL VAL A_l::i F) f(O VE D F'O I\. l)LP,N'TIN C ;\j\J D TF(r~1c; i\1'10 ;\f C) NLY, JNCI ,LJl)INC;-]::lF~F:CTS11~ RCE __ _ "AS 8 U IL T" EXP.---~ OATE APPROVED ·1· (1 r·• i\ '[' 1· Q ',l _J._, \_.,1\ .l'-i OF' PL:\N'l'TNC~ REVIEWED BY: ENGINEERING PLAN CHECK l;R DATE lNSPECTOR DATE l-----+--+------------t-----t----1t-------r-----1 \ SH7EET I CITY OF CARLSBAD I S1E3ETS I PLANNING. DEPAR1MEN1' ;:::::::==--==============---====; Four1h Av@-nve Corporate Cenhnt----t----+--~----------- 155i Fourth AvenP.Je/Su'rte 200 l---l-----+--~-------~-----t---t~----t---r----1 San Df&go, CA 94101 (619) 239-2400/FA.X 239-0107 1---1----+-------------- DA 1£ INITIAL DA TE INITIAL DA TE INITIAL ~GINEIR OF" WORI( REVISION DESCRIPTION OTHER APPROVAL OTY APPROVAL LANDSCAPE IMPROVEMENT FOR: PLANNING AREA 25 AVIARA PHASE II .-·7 7-l3·f3 DATE DWN BY; __ _ CHKD BY: __ _ RV'M) BY: PROJECT NO. c,,,Tso-37 I DRA~NG NO. 320-3L ~---------------------------------------.. ~------------------------------------.-. LA M£SA8LU£PA1NT :: \106591 \G3 I• 0 40' I ( • .-' 4 {)). . ' I SEELANDSCAPEIMPROVEMENT---r DRAWINGS FOR CARLSBAD TRACT NO. 89-37 AVIARA PHASE II FOR EXISTING LANDSCAPE SEE SHEET 28 DRAWING NUMBER 318-9L NOTE: 1-CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF EXISTING PLANT MATERIAL ON SLOPES DUE TO DAMAGE DURING THE GRADING PROCESS. THIS INCLUDES TREES, SHRUBS, GROUNDCOVER AND HYDROSEED MIX. 2 STREET TREES WILL BE REQUIRED, PER CONDITION 17, PCRESO 3339 WILL BE PLANTED BY GUEST DEVELOPER. Key Map r ' I I · ( 41 29 I ' \ I \ '-... ' I ' ......._ 28 ' ' ' I 37 '; / : ,. ' I, ,• '•7~ '·,) ! -~ I 14 I"=> ~L ADol 114..!AL. S.C.~EE-Ni f..J""'t 112-1:=-1,;.,s I j •• 27 I I " 25.I ' 24 23 t-11.>< J. 1 QI I ~ ----..J ::t: ~ ~ ~ ., .. 22 ' ) .. / ' ' _,_, I I I -_,, -I I f \ I I 1 \ ' I' \ t n j i -.... l- \ I . "B" STR!fET w1i.o ose·--T --,i I -~ --, \,I' t 'J j.. 33 ·m l ') .. I r... -" ' SIGliT LINE -I I ' ' I I 1 / i : "" 1 i • :-1 (J I DRIVE SEE LANDSCAPE IMPROVEMENT--~ DRAWINGS FOR CARLSBAD TRACT NO. 89-37 AVIARA PHASE II FOR EXISTING LANDSCAPE SEE SHEET 26 0RAWING NUMBER 318"9L 1 ·1 ·· --J-"' c1 \---£'' -D-·rir·, 1· -i -~ L •_ N' 'l' I ,N-r·, j _) ,_) .. , I ... j l ' -1-' f __ \ ' I I . _ l ., \.. -~ _1 \.. , • .1.. . , _ \.._r ,'\Nll IF{Fcic; !.\1'IO 1\f -0 NL Y, INC LU D INC:: _)FIT:C rs F PLANTING PLAN HAS BUIL T 11 RCE __ _ EXP _______ _ ___ _ LiA H APPROVED I ( (' r, rj·-,·[c', -, r __ , J ,_, i··\_ .. ) 1'-: 1_) L,\]\J'Tl NC REVJE\JED BY, ENGINEERING PLANGHEGKER DATE 1 ·1) 1··' 0s, s·-, /_ ,-I , .. _;_'.',_ \_ J:, _L_ -JNSPC:CTOR -----·-----···- I s~T I CITY OF CARLSBAD ~ jSH~Iis --+----I (._.) PLANNING DEPARTMENT : L_I:::, LANDSCAPE IMPROVEMENTS FOR; PLANNING AREA 25 --------' --------+---+-----+ -------"·-···,,-----------i-----i---+··-----------+-----1 2 AVIARA PHASE 11 SM0iego,CA9210i ->-------···••a~---+----+----t-----t -----~- ~~~1hF;:~~"Zv~~:~~·~~:;;b"' I---+----+-----_----_---_--i APPR~~ z'M~ '-, --_ --~7--" !'.-?-. -f-➔--===1 1619)239·2450/FAX239-0107 --+----+----t-----1 c!SSisTANrPLANNING .'\ECTOR ···-----DATE LandscapeArcMecture•Planning -lf9/-D2'3 1--0-ATE-+--IN-ITI-AL-+---------,·-------------DAT( INITIAL DATE INITIAL ~R:V~~Ds;BYY• -'r __ ;R~T-N30 7-~D-'2_R_A-'1~--N_G-,--:,-N/O- -EN-GI-NE[~~O-F -w,:-,R--1K REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL w L_0 ~ ;_¥,ll.J :Y... L...J..j <_ '--1 I l ,\J06591\G4 ' = 40' ..,. ' " \ 27 I ? 9 A-L.. ~1,1 o\-.JN.-sc.!21::'. E'=H I N6i ~\;,S - ---· -r---- -~_,..~ -~ ;:-_J ....,:±}~~~as~~si:I,.~=------ 20 /...,_ __ ,_ ___ . I I I I .~ .. --i, t ··'- r I 0 \ 34, Kt-STRFL I, I I SEE LANDSCAPE IMPROVEMENT-~, DRAWINGS FOR CARLSBAD TRACT NO 89-37 AVIARA PHASE II FOR . EXISTINGf~~SCAPE SEE SHEET£ · DRAWING NUMBER 318-9L / ,:,., '.) ~-~ .,,, { f 1 U ' u· -------- ' / -r.,_ 80 i I .;5 ,,-:4 · -----,(A.I; I 40 Key Map 75 ~ ( ,f I J '. ! I . i I 8 : I .:.:.L·· "'; ___ ...... -.---"" -~---1. \ ,l ) , '' .\. NOTE: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF EXISTING PLANT MATERIAL ON SLOPES DUE TO DAMAGE DURING THE GRADING PROCESS. THIS INCLUDES TREES, SHRUBS, GROUNDCOVER AND HYDROSEED MIX. 2. STREET TREES WILL BE REQUIRED PER CONDITION · 17, PCRESO 3339 WILL BE PLANTED BY GUEST DEVELOPER. ----,....~--"-=--\------------: SEE LANDSCAPE IMPROVEMENT DRAWINGS FOR CARLSBAD TRACT NO. 89-37 AVIARA PHASE II FOR EXISTING l,.f\_bJDSCAPE SEE SHEET 2.L_ DRAWING NUMBER 318-9L _ PLANTING PLAN APPROVED [NGINEERING PLANCHECKER DATE F"ourth Avenue Corpor:!lt8 C8nter 1551 f'."ourth Avenue/Suite 200 .---- San Diego, CA 92101 1619) 239·2450/FAX 239-0107 7F9/-029 OAT[ INITIAL ;\F)F) F~O \1}4~:J F'O }~ l0 L_L\NTINC~ :\ NL) I Fe'< I c~ t-1.'fI o i\J o NL)T, li\lCLlJJJINC 1::ir\r:crsr~ l,CJ C 1-\T IC) N CJ 11' 1::i L~\1\J 'I 'INC~ ,11·1 " ~ c• Fl. ~\, 1 .I cLh_J - " AS BU I LT" RCE ___ EXP. ___ _ REVIEWED BY: · INSPECTOR OWN BY __ _ [NGIN[[R Qf WORK REVISION DESCRIPTION DATE INITIAL OAT[ INITIAL (HKD BY· -- DTHE.R APPROVAL CITY APPROVAL RV\.J D BY . ·DATE DATE rn~ LANDSCAPING PART I -GENERAL 1.1 SUMMARY: THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED. THE GENERAL f:ONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN_ . 1 RELATED WORK: IRRIGATION SECTION 02441 1./l. SUBMITTALS: UPON BEING AWARDED THE PROJECT. CONTRflCTOR SHALL SUBMIT A LIST OF SOIL AMENDMENTS, FERTILIZERS. PLflNT MATERIALS, SEEDS, AND SOD WITH QUANTITIES OF EACH WITHIN 15 DAYS FROM AWARD OF CONTRACT. 1 _, GUARANTEES AND REPLACEMEIHS, ' , .2 .3 SHRUBS, VINES AND GROUNDCOYERS SHALL BE GUARANTEED TO REMAIN HEALTHY AND VIGOROUSLY GROWING FDR ONE GROWING SEASON OR SIXH (60) DAYS, WHICHEVER COMES FIRST_ ALL TREES THAT HAYE BEEN SUPPLIED AND INSTALLED UNDE_R THIS CONTRACT SHALL BE GUARANTEED TO LIVE IN A HEALTHY CONDITION FOR A PERIOD OF ONE (1) YEAR FROM [)ATE OF FINAL ACCEPTANCE OF PROJECT. IF TREES ARE ALSO SUPPLIED BY YHE OWNER, THE GUAF.ANTEE SHALL APPLY AS STATED ABOVE. ALL PLANTS FOUND lO BE DEAD AND ALL PLANTS NOT IN A VIGOROUS CONDITION NOTED WITHIN THE GUARANTEE PERIOD SHALL BE REPLACED WITHIN FOURTEEN (H) PAY$_ PLANTS USED FDR Rl;_PLACEMEIH SHALL BE THE SAi.iE KIND AND SIZE AS SPECIFIED IN THE PLANT 1.JST. THEY SH"'LL BE FURNISHED, PLANTED AND FERTILIZED AS ORIGINALLY SPECIFIED, AT NO COST TO OWNER. 1."\-0B:S£RYATION: Lt. LIES.~ 6LUEPRIN7 .1 OBSERVATIONS HEREIN SPECIFIED SHALL BE l.'ADE BY THE .10 . 11 .12 fil,.lf_CIIQJL !iliD _ SU B S Tl TU Tl QN.; A_ ALL PL1'NTS NOT CONFORMING TO THE REOUIR[MENTS HERE!~ SPECIFIED $!-,.ALL BE CONSIDERED DU ECTIYE, AND SUCh PLANTS, WHETHER IN PL.ACE CR NOT, SH.ALL BE 1.'.ARKED AS REJECTED AND BE IMMEDlflTELY ficMOYED FRO"'- THE SIH OF THE WORK AND REPLACED WITH ACCEPT,l,BLE P~ANT 1.'.>iERIALS-THE PLANT l,\ATERIALS SHALL MEET ilLL .1-PPLICAB,E INSPECTIONS REOUIRED llY LAW. ALL PLANTS SHALL BE OF THE SPECIES, VARIETY. SIZE, AGE, FLOWER COLOR AND CONDITION AS SPECIFIED HEREIN AND 10R AS INDICATED Oti THE OF.AWINGS UNDER NO CONDITION WILL THERE BE ANY SUBSTITUTION OF PLANT SPECIES, VARIETY. OR REDlJCED SIZE FOR THOSE LISTED ON THE ACCOMPANYING OF.AWINGS, ElCEPi WITH THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT. LITILITIES A. ilLL UTILITIES (WATER AND ELECiRICITY) USED DURING THE INSTALLATION OF THE LANDSCAPING AND IRRIGATION SYSTEllS FOR THIS PROJECT SHALL BE Pill □ FOR BY THE CONTR-'CTOR-IJURING THE 60-[lAY l.'.AINiENANCE PERIOD, THE OWNER SHilLL l!E RESPONSIBLE FOR PAYMENT OF THE UTILITIES. f'.fil)_llCTION OF EXISTING TREES SHRUBS AND VINES; A. IT IS THE INTENT OF THE PROJECT THAT Ct RT AIN EXISTING· PLilNT 11.1.H'RIALS SHALL 6E RETillNED. PRIOR TO THE REt.10\/Al OF ANY TREES, THE CONTRilCTOR SHALL CONFER WITH THE ARCHITECT TO DETERMINE THOSE PLLNTS THAT ARE TO REMAIN_ B- c. D. ALL EXISTING TREES WHICH ARE 10 REMAIN IN THE PROJECT SHALL BE TAGGED AND IDENTIFIED BY THE CONTRACTOR PRIOR TO START OF WORK. CONTRI\CTOR SHALL BE RESPOl-iSIBLE FOR ALL TREES TH.O.T ARE TO REIJ.AIN IN THE PROJECT.M DAt.' .... GE TO A PLANT WHICH RESULTS IN D£ATH OR P[RIJANENT DISFIGURATION SHALL RESULT IN THE COMPLETE REMOVAL Of THE PLANT, INCLUDING FIODTS, FROM THE SllE BY THE CONiRACTOR; AND THE CONTRACTOR, Al HIS OWN EXPENSE SHALL REPLACE THE PLANT WITH ONE Of EQUAL VALUE ,lS ESiABLISHED BY THE ARCHITECT, OR REIMBURSE THE OWNER THE COST OF SAID REPLICEI.IENT. THE ARCHITECT SH,O.LL BE THE SOLE JUDGE OF THE CONDITION OF THE PLANT. ,ILL EXISTING TREES THAT ARE T.O REMAIN SHALL BE PROTECTED AT ,lLL TIMES FROM DAMAGE BY WORKE_RS AND EOUIPMtNT_ ALL DAIJ.flGE BY THE CQNTR,O.CTOR TO ElCISTING PLANTS SHALL BE REPAIRED ,lT THEIR EXPENSE BY PERSONNEL APPROVED BY THE ,lRCHITECT. I - Fourth Avenue Corporat~ Cf,!nh,r 1551 l"ourth Avenue/Suiltt 200 Sari Diego, CA 92101 j619) 239-~45,0/ FAX 239-01 07 ~'le Archi'tecture • P@rining ~J-v:29 , _e, 1 .e, ARCHITECT. THE CONTRACTOR SHALL REQUEST OBSERVATION IN WRITING, IN ADVANCE OF THE TIME OBSERVATION IS REQUIRED. • 2 08SERVATION WILL BE REQUIRED FOR THE, FOLLOWING PARTS OF THE WORK: A. PAio-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. APPLICATION OF PRE-EMERGENT HER81CIDE. t. PRE-MAINTENANCE OBSERVATION. J. WHEN PLflNTING, AND ,lLL OTHER INDICATED OR SPECIFIED WORK, EXCEPT THE llAINTENANCE PERIOD, HAS BEEN COMPLETED, ACCEPTANCE AND WRITTEN APPROVAL SHALL ESTABLISH BEGINNING OF THE MAINTENANCE PERIOD. THIS IS NOT il flNflL OBSER\IATION OR ACCEPTANCE, AND IT DOES NOT RE;LIEIIE THE CONTRACTOR FROM ANY OF THE RESPONSIBILITIES IN THE CONTRACT DOCUMENTS FOR THIS PROJECT. K. flN_A_L 08SEB.YAI1-Qll TO BE HELD AT THE COMPLETION OF THE 1>0-DAY llAINTENANCE PERIOD. THIS OBSERVATION SH ... LL ESTABLISH THE BEGINNING DATE FOR THE ONE-YEAR GUARANTEE OF ALL TREE$_ . 3 ACCEPTANCE· UPON COMPLETION OF THE FINAL OllSERVATION AND THE WORK OF THIS SECTION, THE CONTRACTOR WILL BE NOTIFIED IN WRITING, (1) WHETHER THE WORK IS ACC[PTABLE; ANO (2) OF ANY REQUIREMENTS NECESSARY FOR COMPLETION AND ACCEPTANCE. -~ THE CONTRACTOR OR 11:S AUTHORIZED REPRESE:NTATIVE SHALL BE ON THE SITE AT THE TIME OF EACH OBSERVATION. llAINTENANCE: .1 THE MAINTENANCE PERIOD BEGINS ON THE FIRST DAY AFTER ALL LANDSCAPE IRRIGATION WORK ON TlilS PROJECT IS COMPLETED, CHECKED, ACCEPTED, AND WRITTEN APPRO\/Al FROI\I THE ARCHITECT IS GIVEN TO BEGIN THE llAINTENANCE PERIOD, ANO E_ THE CONTRACTOR SHALL INSURE THAT NO FOREIGN l.'ATERIAL ANDtOR LIQUID, SUCH AS PAINT, CONCRETE, CEMENT, OIL, TURPENTINE, ilCID OR THE Ll~E. BE DEPOSIT!;[) OR ALLOWED 10 BE 0[P0SITED ON ANY SOIL WITHIN THE DRIP 1.JNE (THE OUTSIDE EDGE OF THE FOLIAGE OVERH ... NG)'OF ANY TREE OR SHRUB, OR WITHIN 6" OF THE TRUNK OF A VINE. SHOULD ANY SUCH POISONING OF THE SOIL OCCUR, THE CONTR .. CTOR SHALL REMOVE SAID SOIL AS DIFIECiEP BY THE ARCHITECT AND REPLACE WITH ACCEPTABLE SOIL AT NO EXPENSE TO THE OWNER_ f _ EXCAVATION ADJACENT TO EXISTli.G TREES AND SHRUBS: WHERE Ii IS NECESSARY TO EXCAVATE 11' ·CLOSE PROXIMITY TO EXISTING TREES AND SHRUBS, ALL POSSl8LE CAUTION SHALL BE EXERCISED TO ,l\101D INJURY TO ROOTS ilND TRUNK. EXCAVATION. CLOSE TO TREES SHALL BE BY HAND, TUNNELING UNDER ROOTS r AND LARGER IN DIAMETER CUTTING OF ROOTS r AND LARGER SHALL BE ONLY ON THE APPROVilL Of THE ARCHITECT. G. PAl~T CUT ROOTS WITHIN :!4 HOURS; WHERE THIS IS NOT POSSIBLE, KEEP THE SITE OF EXCAVATION ,lDJACENT TO THE ' TREE SHf.DED WITH a.,01Sl BURLAP OR CANVAS_ INYOICING OF PLilNT l.'.ATERIALS AND SOIL PREP.I-RATION AND-SOIL PREPARATION CONFORMANCE TEST: . 1 AFTER INSTilLLATION OF PLliNT l.'.ATERIALS, BUT PRIOR TO THE .2 .3 PRE-IJ.AINTEt-iAJ;CE INSPECTION, THE ARCHlil,CT, WITH THE HERETOFORE SPECIFIE.O SIGNED COPIES OF THE REOUIRED CERTt<ICATES, TRIP SLIPS ANO INVOICES FOR THE PLANT l.'.AT[RIALS AND RELATED ITEMS, SH.O.LL INCLUDE SUCH J.IATERtAL, COMPARING THE TOTAL ARE"-ANDtDR THE AMOUNTS SPECIFIED. IF THE MINIMUM AMOUNTS HAYE NOT BEEN FURNISHED, THE ARCHITECT WILL REQUIRE THE INST.lLLATION OF ADDITIONAL l.'.ATERIAlS TO FULFILL THE MINIWUM REOUIREMENTS SPECIFIED. UPON DELIVERY OF l.'.ATERIALS AND 10R COMPLETION OF ALL SOIL CONDITIONING ilND (.RAPING, BUT PRIOR TO INITIATING PLANTING OPERATIONS, THE ARCHITECT WITH THE HERETOFORE SPECIFIED SIGNED COPIES OF THE REQUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FOR SOIL PREPARATION llATERIALS. SHALL INVOICE SUCH 111.ATERl"L, COMPARING THE TOTAL AREA OF EACH OPER.O.TION. If THE MINIMUM RATES OF APPLICATION HAVE NOT BEEN MET, THE ARCHITECT WILL REQUIRE THE DISTRIBUTION OF ADDITIONAL QUANTITIES OF THESE: 111.ATERlilLS TO FULFILL THE MINIMUI\I f.PPLICATION REQUIREMENTS SPECIFIED. A SAMPLE OF THE SOIL AMENDMENTS SHALL BE DELIVERED TO THE ARCHliECT WITHIN 15 PAYS AFTER RECORDING OF THE CONTRACT FOR SUBMITTAL TO A TESTING L.O.BOF\ATORY. AFTER SOIL AMEliDIJ.ENTS HI.VE BEEN THOROUGHLY MIXED INTO THE SITE, RANDOM SAMPLES OF THE MIXED SOIL WILL BE TAKEN BY THE 1 .<, 1 ,7 SHALL CONTINUE THEREAFTER FOR NO LESS THAN 60 CALENDAR DAYS. .2 THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL INVOLVED AREAS OF THE CONTRACT DURING THE PROGFIESS OF THE WORK AND DURING THE MAINTENf\NCE PERIOD UNTIL THE FINAL ACCEPTANCE OF THE WORK. .3 REGULAR PLANTING MAINTENANCE OPERATIONS SHALL BEGIN IMMEDIATELY AFTEFI EACH PLANT OR LAWN IS PLANTED. PLANTS ANO LAWNS SHALL BE KEPT IN A HEALTHY, GROWING CONDITION ANO IN A VISUALlY !'LEASING APPEARANCE BY WATERING, PRUNING, MOWING, ROLLING, TRIMMING, EDGING, FERTILIZING, RE-STAICING, PEST AND OISEASE CONTROLLING, SPRAYING, WEEDING, CLEANING- UP AND ANY OTHER NECESSARY OPERATION OF MAINTENANCE. LANDSCAPE AREAS SHALL BE KEPT FREE Of' WEEDS, NOXIOUS GRASS, AND ALL OTHER UNDESIRED VEGE;:TATIVE GROWTH AND DEBRIS. ALL PLANTS FOUND TO BE DEAD OR IN AN IMPAIREO CONDITION SHALL BE REPLACED IMMEDIATELY WITHIN 3 DAV$_ SEE DRAWING FOR POST-FERTILIZATION (7•9-4) PROGRAM. . 4 THE;: CONTRACT COMPLETION DATE OF THE CONTRACT MAINTENANCE PERIOD WILL BE EXTENDED, WHEN IN THE OPINION OF THE ARCHITECT, IMPROPER llAINTENANCE AND/OR 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 CONiRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL MAINTENANCE Of THE WORK AT NO CHf\NGE IN CONTRACT PRICE UNTIL ilLL OF THE WORK IS COMPLETED AND 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 WORI<: THE CONTRACTOR SHALL EMPLOY, AT HIS OWN EXPENSE, A REGISiER!cD CIVIL ENGINEER OR LICENSI;:D LAND SURVEYOR TO LAV OUT THE WORK OF THE PROJECT, TO ESTABLISH ilLL REFERENCE POINTS SET FOR CONSTRUCTION ANO THE CERTIFICATION OF FINISH GRADES WITH CIVIL ENGINEER DRAWINGS. GENERAL REQUIREMENTS: . 1 THE TERM "PLANTING ARE.A"· SHALL MEAN ALL AREAS TO BE PLANTED WITH TREES, SHRUBS. GROUNOCOVERS, SOD AND SEED. . 2 ACTUAL PLANTING SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABL-E IN ACCORDANCE WITH LOC ... LLY ACCEPTED HORTICULTURAL PRACTICE. . 3 ALL ROCKS AND CLODS 1" OR LARGER, AND OTHER GROWTH OR ARCHITECT AND SUBMITTED lO THE SOIL LABOF.ATORY FOR COMPARISON TO A CONTROL M!X. COST OF THE ABOVE TESTING BY THE SOILS L-A60RATORY SHALL BE BORNE BY THE CONTHAClOR. .• AFTER LEACHING OPERATION, FOUR SOIL SAl.'PLES WILL BE TAKEN BY ARCHliECT AND SUBMITTED TO THE SOIi. lt.BORATORY FOR TESTING OF ECE AND PH_ COST OF THE ABOVE TESTING BY THE SOILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR. .4 .t .7 .8 • 9 .6 DEBRIS ACCUMULATED DURING THE DURATION OF THE PROJECT, SHALL BE REMOVED FROM THE SITE UNLESS SPECIFICALLY EXEMPTED IN WRll ING . PRIOR TO THE EXl':AVATION FOR PLANTING OR PLACING OF PLANT MATERIALS, LOCATE ALL UNDERGROUND UTILITY LINES STILL IN USE AND TAKE PROPER PRECAUTIONS TO AVOID DAMAGE TO SUCH IMPROVEMENTS. IN THE EVENT OF A CONFLICT BETWEEN SUCH LINES AND PLANT LOCATIONS, NOTIFY THE ARCHITECT WHO SHALL ARRANGE FOFI THE RELOCATION OF ONE OR THE OTHER. THE CONTRACTOR ASSUMES ALL RESPONSt!llLITY FOR MAKING ANY AND ALL REPAIRS FOR ClAMflGES RES UL TING FROM WORK AS HEREIN SPECIFIED. GRAPING AND SOIL PREPARATION WORK SHALL BE PERFORMED ONLY PURING THE PERIOD WHEN BENEFICIAL AND OPTIMUM RESULTS MAY BE OBTAINED. IF THE MOISTURE CONTENT OF THE SOIL SHOULD REACH SUCH A LEI/EL THAT WORKING IT WOULD OE STROY SOIL STRUCTURE, SPREADING AND GRADING OPERA TIQNS SHALL BE SUSPENDED UNTIL THE MOISTURE CONTENT IS INCREASED OR REDUCED TD ACCEPTABLE LEVELS ANO THE DESIRED RESULTS ARE LIKELY TO BE OBTAINED . ilLL SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, CAREFULLY CHECK AND VERIFY All DIMENSIONS ANO IMMEDIATELY INFORM THE ARCHITECT OF ANY DISCREPANCY BETWEEN THE DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS_ QUANTITIES FOR PLANT MATERIALS ARE SHOWN FOR CONVENIENCE ONLY, AND ARE NOT GUARANTEED. CHECK ANO VERIFY COUNT AND SUPPLY SUFFICIENT NUMBER TO FULFILL INTENT OF DRAWING$_ ADEQUATELY STAKE, BARRICADE, AND PROiECT ALL IRRIGATION EQUIPMENT, MANHOLES, UTILITY LINES, ANO OTHER EXISTING PROPERTY DURING All PHASES OF THE SOIL AMENDING ANO GPADING OPERATIONS. Sf'E CIM EN __ lfil_E_"SllECilOJ:L A_ ONE SAMPLE OF EACH TREE VARIETY AND Sill;:, CALLED OUT ON DRAWINGS 15-GALLON AND LARGER SHALL BE DELIVERED TO THE PROJECT SITE FOR APPROVAL PRIOR TO INSiALLATION. B. THE CONTRACTOR SH"'LL IMMEDIATELY REMO\IE ANY TREES NOT APPROVED. C. THE CONTRACTOR AT HIS OPTION AND AT HIS EXPENSE CAN RETAIN THE SERVICES OF THE ARCHITECT TO REVIEW TREES ;~·· BOX SIZE AND LARGER TAGGED AT THE Nl/RSE:RY AND/OR AT ITS PLACE OF GROWTH, OR f\S OTHERWISE SPECIFIED ON DRAWINGS. FERTILIZER (COMMERCII.L) SHALL BE A LONG-L~STING CONTROLLED RELEASE PLASTIC-CO.O.TED, UNIFOF.M IN COMPOSITION. fREE• FLOWING SUIT.lBLE FDR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PE_RCENTAGES BY WEIGHT OF PLANT fOOP: NITROGEN PHOSPHORIC ACID POTASH 21.0•,-l,IINIMUM o_o, MiNIMUM 0.C,,CA JJ",iNIMUM EAfiLJ__c__J>_fl_Q DUCTS . 7 F E_RTILIZ ER (COMMERCIAL) SHALL BE A LONG-LASTING CONTROLLED 2 .1 SOIL AMENDMENT ,lNP FERTILIZER: . 1 SOIL CONDITIONER SHALL CONTAIN A SPECiAL BLEND OF ORGflNIC FRACTIONS TO SUPPLY S!;VERAL DEGREES OF BREAKDOWN RATE WHICH LflSTS UP TO 10 YEARS IN THE SOIL, A PORTION OF INORGANIC AMENDMENT TH.._T RESISTS FURTHER BREAKDOWN, PH OF 6.5 TO 6-5, SALINITY OF 3-0, ORGANIC 1.'.ATTER (DRY WEIGHT 1,ASIS) MORE THAN t0%, NON-IONIC WETTING ilGENT ilND TOiAL NITROGEN CONTENT OF 0.5% (LOf.MEX, WIL-GRO, LIFE FORE_ST HUMUS) .2 GYPSUM SHALL BE il COMMERClilLLY PROCESSED AND P.tCKAGED GYPSUM (CASO 2H20) WITH MINIMUIJ. 80% GRAPE toNTAINING ,C'), COMBINED SULFUR. .J IRON SULFATE (EXPRESSED AS METilLLIC) 19% OF QUALITY APPROVED BY ,lRCHITECT . .• SULPHUR {SOIL) {ELEMENTAL) 9~% Of QUALITY APPROVED BY ARCHITECT: . 5 FERTILIZER {COMMERCIAL) SHALL BE ,I COMBINATION OF NATUR"L ORGANIC· AND INORGANIC GRANULAR FERTILIZERS, FREE-FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EOUIPMENi, AND SHALL CONTAIN THE FOLLOWING MINIMUM AV,llLABLE PERCENTAGES BY WEIGHT OF PLANi FOOD: SPECIFICATIONS NITROGEN P!,OSPHORIC POTASH 1.0•1, 10.0% 10.0'.4 MINIMUM MINIMUM MINIMUM APPAOVE0 ENGINEERING PLANCHECKER DATE _:1\f) !:) f{ () 'VE: D F'C) J\ 1::i LANTI NC- i1l\f D 11=~ F( I c; 1\1'101\ 0 _\! l,'f, I~·cL,UDINC~ LC)Ci\1'ICJN "AS BUil T" RC£ ___ E)(P. DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD PlANNING '.JEPARTMENT 1----------+-------+----------------+---+----+-----+----t ~ l---+------+----------------~1----------+---r LANDSCAPE IMPROVEMENTS FOR: PLANNING AREA 25 1-------+--+--------------+---+-~---+--I I --, A VIARA PHASE II t---+------+-------------+---+-------+--t----t :-I --======;z',==;4.=========c:::;;:; APP~OV~,f(k~ 1----------!1---'---t--------------------i-~-+---+-----+----ASSISTANT J1LANNING. □ECTOR DATE NT\Al ENGINEER OF WORK REVISION DESCRIPTION OA TE INITIAL O-'TE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: I PROJE:CT NO. = :~;--: O;S0--37 2.2 2.3 RELEASE PLASTIC-COATED, UNIFORM IN COMPOSITION, FREE- FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EOUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 16.D% MINIMUM 20.0% MINIMUM 0.0% MINIMUM .8 FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL ORGANIC AND INORGANIC GRANULAR FERTILIZE.RS, FREE-FLOWING, SUITAllLE FOR APPLIC/lTION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAIL.ABLE PERCENTAGES BY WEIGHT Of PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 7 .0% MINIMUM 9.0% MINIMUM 4.0% MINIMUM .9 PLANTING TABLETS SHALL llE TIGHTLY COMPRESSED CHIP TYPE COMMERCIAL GRADE Pl-ANTING TABLETS, OF \IARYING SIZES WITH THE FOLLOWING AVAIL1'BLE PERCENT1'GES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POT1'SH 20.D% MINIMUM 10.0% MINIMUM 5.0% MINIMUM . 10 SOIL ENHANCER SHALL BE SARVON. PLANTING BACKFILL: PLANTING BACKFILL IS PER THE SOIL TEST REcCOMMENDATIONS AND PLANTING ElACKFILL $HALL BE A THOROUGHLY BLENDED MIXTURE OF EX:STING SITE SOIL AND SOIL AMENDMENTS Al THE FOLLOWING MIXTURE: SOIL CO~DITIONER SITE SOIL 114 CU. YD. 3'4 cu_ VD. 1 LBJPER CU YD. OF MIX IRON SULFATE GYPSUM 10 LBS./PER CU. YD. OF MIX STAKING MATERIALS: STAK[S SHALL BE OF LODGE POLE PINE.. THESE SHALL BE STRAIGHT SHAFTS, SHAVED AND CUT CLEAN AND BARE OF BR1'NCHES AND STUBS, OF UN:FCRM THICKNESS WITH 1' MINIMUM PIAMETE.R OF 2 INCHES, FREE OF LOOSE KNOTS, SPLITS OR BENDS, STAKES SHALL BE NO LESS THAN TEN (10) FEET IN LENGTH GUYING l.'.ATERIALS: . 1 GUY WIRE$ SHALL BE OF PLIABLE, ZINC-COATED STEEL OF NO 12 GAL/GE. C. FOR TESTING. SOIL TEST SHALL 1,1,EET THE FOLLOWING RE OUIREWENTS: E CE • 11.t.XIMUM 3.0 X 10.3 PH -l.'AXiMUM 7.5 A PERCENT Of ORGANIC MAHER SOIL TEST AFTER LEACHING 1.'1-Y BE REOU;RED BY AR:;;HITECT. RE-APPLtC1'TION OF OPERATION SHALL BE SHOW A NEGATIVE APPLICllTION OF A OPEP.ATION SHALL BE SOIL AMENDMENT A.ND LEACHING REPEATED llY COtiTRACTOR IF 1ESTS RESULT. EXPENSE. OF TEST, RE• SOIL AMENJIIENT AND LEACHING BORNE BY CONTRACTOR. Q_ DEEP WATER LE.CHING SH1'LL llE DONE PRIOR TO THE APPLICATION OF THE COhlMERCl1'L FERTILIZER ,-10-10. E. ND PL ... NTING SHAtL BE INST.lLED UNTIL APPROV1'L HAS BEEN GIVEN BY THE ,&.RCHITECT IN WRITING C,._RE SHAlL BE TAKEN THAT THE RA-:'E O< APPLIC1'TION OF WATER DOES NOT CAUSE EROSION OR SLUFFING or SOILS. . S .ALL PE.PRESSIONS, VOIDS, E.ROSION SC.t.RS. ,._NP SETTLED lRENCHE.S GENE.RATED BY THE DEEP WI-.TERING SH1'LL BE FILLED WITH CONOITIONE.D lDPSOIL AND BROUGHT 10 FINISH GR,t,,DE. 3 4 FINISH GRADING; . 3 .4 1 /Is M[S;.._BLUEPJW,J1 FINISH GR,t,,DES SHALL llE 1'5 INDICATED ON CIVIL ENGIN[E.R'S DF.AWINGS. FINISH GRADES SHALL llE I.IEASURED AS THE FINllL WI.TEA· COMPACTED AND SETTLED SURF.I.CE GRADES .AND SHALL llE Wl";"HIN PLUS OR t.\lNUS ll.1 FOOT OF THE SPOT ELEVATIONS AND GRADE UN[S INDICATED ON THE. CIVIL ENGINEER"S DR.I..WING. FINISH GRI.DE.S SHALL BE ME.I.SURED .I.T THE TOP SURFACE OF SURFACE V.t-TE.RIALS. MOLDING AND ROUNDING OF THE GRADES SHALL BE PROVIDED AT ALL CHANGES IN SLOPE. .ALL UNDUL.I.TIONS AND IRREGULI-.RITIES IN THE PLANTING SURFACES RESULTING FROI.I TILLAGE, ROTOTILLING. AND ALL OTHER OPERATIONS, SHALL BE LEVELED ANO FLOATED OUT BE.FORE PL1'NTING OPE.RATIONS ARE INITi,t,,TED. THE CONTRAC10R SHALL TAKE EVE.RY PREC1'UTl0N TO PROTECT AND .A.VOID Pt-ll.1'GE TO SPRlt,KLER HEADS, IRRIGATION LINES, 1'ND OTHER UNDERGROUND UTILITIES DURING GRADING AND CONDITIONING OPERATIONS. F"ourth Aven1,1e Corporate Center 1551 Fo1-1nl't A .... eriue.rSuite 200 Sen Di0go, CA 92101 1519) 239·2"50/FAX 239-0107 2.5 . 2 ANCHORS (DE.ADMEN) 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 1/2 INCH IN DIAMETER. • .<1 FLAGS, TO BE ATTACHED TO GUYS, SHALL BE OF SURGICAL TUBING, 118 INCH IN DIAMETER AND FOUR FEET LONG. OF UNIFORM THICKNESS, . 5 TREE TIES SHALL llE BORDON CINCH-TIE OR APPROVED EQUAL PLANT MATERIALS: .1 NOMENCLATURE: THE SCIENTIFIC AND COMMON NAMES OF PLANTS HEREIN SPECIFIED CONFORM WITH THE APPROVED NAMES GIVEN IN "A CHECKLIST OF WOODY ORNAMENTAL PLANTS OF CALIFORNIA", PUBLISHED llY THE UNIVERSITY . OF CALIFORNIA, COLLEGE OF AGRICULTURE, MANUAL 32 (19~3). SEE LIST OF PL"-NT 1,1.ATERIAL ON DRAWINGS. . 2 QUALITY AND SIZE OF ALL PLANTS SHALL BE NO. 1, OF PINTO TAG STOCK. THEY SHALL BE VIGOROUS, OF NORMAL GROWTH, FREE FROM DISEASE, INSECTS, INSECT EGGS. AND MEET OR EXCEED THE ME1'SUREMENTS SPECIFIED. PINTO TAGS MUST BE SUBMITTED TO THE ARCHITECT. . 3 CONTAINER STOCK (1-GALLON, 5-GALLON, 15-GALLON, AND BOX SIZES) SHALL HAVE GROWN IN CONTAINERS FOR ,t,T LEAST SIX MONTHS, llUT NOT OYER TWO YEARS. NO CONTAINED PLANTS THAT HAVE CRACKED OR BROKEN BALLS OF EARTH, WHEN TAKEN FROM THE CONTAINER, SHALL BE PLANTED, EXCEPT UPON SPECIAL APPROVAL. NO TREES WITH DAMAGED ROOTS OR BROKEN llAlLS SHALL BE PLANTED. . 4 PRUNING SHALL NOT BE DONE, PRIOR TO PELI\IERY, EXCEPT BY WRITTEN APPROVAL FROM THE ARCHITECT. . 5 INSPECTION OF PLANT M1'TERIALS, REQUIRED BY CITY, COUNTY OR STATE AUTHORITIES, SHALL BE A l'SESPONSIBILITY OF THE CONTRACTOR, AND WHE.RE NECESSt.RY CONTRACTOR SHALL HAVE SECURED PERM:TS OR CERTIFICATES PRIOR TO DELIVERY OF PLANTS TO SITE. . 6 PLANTS Sl-'ALL BE SUBJECT TO INSPECTION, AND APPROVAL OR REJECTION, AT THE PROJECT SITE AT A.NY TIME llEFORE OR DURING PROGRESS OF WORK, FOR SIZE, VARIETY, CONDITION, L1'TENT DEFECTS AND INJURIES. REJECTED Pt.ANTS SHALL BE REIJIOYED FROM THE PROJECT SITE IMMEDIATELY. . 7 SUBSTITUTIONS WILL NOT BE PERMITTED EXCEPT THAT IF PROOF IS SUBMITTED THAT ANY PLANT SPECfflED IS NOl OETAINtBLE, A • 7 FINAL FIN:SH GRAPES SHALL INSURE. POSITIVE DRAltiAGE OF THE SITE WITH ALL SURFACE DF.Alo-;AGE AW1'Y FROM BUILDINGS, WALLS, AND 10\'it-RD f'OAD\'i.t.YS. DHAINS, AND CA1CH BASINS. . i FINAL GRADES S'"!ALL BE ACCEPTABLE TO THE ARCH:ncr !;[FORE P.ANTING 0P(•.ATl01'S WILL BE AlLOWED TO BEGIN .9 P.ANTING SURFACES $~.ALL BE GRADED WiTH NO lESS Thf..N ONE (1) PlRCENT SURFACE SLOPE FDR POSITIVE DR1':NAG[ AWf.Y FROIJ ALL BUILDING~- PLl'-NTING: _ 1 THE LAYOUT Of LOCATIONS FOR PLANTS AND OUTLINES OF GROUNDCOV[R TO BE PLANTED S'lALL BE ,&.PPROVED ON THE SITE BY THE ARCHITECT, PRIOR TO Tl-IE.IA PLANTING. .All SUCH LOCATIONS SHALL llE CHECKED fOR POSSIBLE INTERFERE.NC[ WITH EXISTING UNDERGROUND PIPING, PRIOR TD EXCAVATION or HOLES IF UNDERGROUND CONSTRUCTION OR UTILITY LINES ARE ENCOUNTERED IN THE EXCAVATION Of PLANTING AREI-S, OTHER LOCl<TIDNS FOR THE PL.1..NTING MAY BE SELECTED BY THE .t.RCHITECT. DLt.'AGE TO EXISTING UTIUTl(S SHALL llE THE RESPONSlfllLITY OF THE CONTRACTOR . PLM:JIINC, JF<EES. SHRUBS, AN.Jl VINES: Jo.. ALL E.XCAVATED HOLES SH1'LL H1'VE VE.RTICAL SIDES WITH ROUGHENED SURFACES AND SH,OLL BE OF THE. t.llNIMUt.' SIZES INDICATED ON DRAWINGS. HOLES SHALL f!E, IN ALL CASES, LARGE ENOUGH TO PERMIT HANDLING AND PLANTING WITHOUT INJURY OR BRSAK,OGE OF ROOT llALLS OR ROOTS. B. EXCAVATION SHALL INCLUDE THE STRIPPING AND STk:f<l~OF ALL ACCEPT A fl LE SDIL ENCOUNTEREcD WITHIN THE AREAS TO BE EXCAVATED FOR PLANT PIT$ AND PLANTING BEDS. PROTECT ALL .t.REAS THAT ,&.RE TO BE TRUCKED OVER AND UPON WHICH SOIL IS TO llE T(h\PDF.ARILY STA<:-l'et, PE."IDING ITS RE-USE FOR TI-!E FILLING OF HOLES, PITS, AND BEDS. C. EXCESS SOIL GENERATED FRO!.' THE PLANTING HOLES SH1'LL BE SPREAD Qt, THE SITE .t.S DIRECTED BY THE ARCHITECT. D. Pl.ANTS IN CAN CONTAINERS SHALL HAVE THE CANS OPENED BY CUTTING VERTIC1'LLY Oti OPPOSITE SIDES OF E,tiCH CAN WITH N\;RSERY C1'N OPENERS, TIN SNIPS, OR OTHER ,&.PPAOVED INSTRUMENTS FOR THIS PURPOSE. ,t,LL USED CANS SH1'LL BE REMOVED TO THE STORAGE A.REA OR FROM THE SITE DAIL¥. E. THE PL1'NTS SHALL BE PLANTED AT APPROVED LOCt.TIONS WITH THE HERElOFORE SPECIFIED CONDITIONER Jo.ND SOIL PL.ANTH,G B1'CKFILL. NO PLANT EXCEPT GROUNDCOVE.R SHi.LL llE PU,NTED WITHIN THREE (3) FEET OF SPRINKLER PROPOSAL Will BE CONSIDERED FOR USE OF THE NEAREST EQUIVALENT SIZE, VARIETY AND COST. All SUBSTITUTIONS ARE SUBJECT TO ARCHITECT'S WRITTEN APPROV,t,L. _8 QUANTITIES SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK SHOWN ON DRAWINGS. . 9 THE ARCHITECT RESERVES THE RIGHT TO INSPECT ROOT CONDITION OF ANY SPECIES, PARTICULARLY THOSE GROWN FROM SEED, ANO IF FOUND DEFECTIVE, TO REJECT THE PLANTS REPRESENTED BY THE DEFECTIVE SAMPLE. ' . 1 D IDENTIFY PLANT SPECIES OR VARIETIES CORRECTLY ON LEGIBLE, WEATHERPROOF LABELS ATTACHED SECURELY TO THE PLANT. THERE SHALL BE A MINIMUM OF ONE LABELED PLANT FOR EACH 6 PLANTS IN A L{":T. . 11 HYDRO-SEED MIX AND MATERIALS SHALL BE AS CALLEO OUT ON DRAWINGS. . 1 2 GROUNDCOVER PLANTS SHALL BE HEAL THY, VIGOROUS ROOTED CUTTINGS GROWN IN FLATS UNTIL TRANSPLANTING. .13 PRE-EMERGENT HERBICIDE SHALL BE SURF"LAN, TREFI..AN, DYMID OR EQUAL. .14 WEED CONTACT SPRAY SHALL BE ROUNDUP. PAtsJ 3 · EXECUJIQ.l:,j 3.1 SITE PREPARATION AND WEED A81'TEMENT: • 1 GRUB AND CLEAN PLANTING AREA, REMOVING DEBRIS AND ROCK AND ERADICATING WEEDS. . 2 WEED ERADICATION SHALL BE DONE TEN (10) DAYS PRIOR TO COMMENCEMENT OF AtiY PLANTING OR IRRIGATION WORK. 3.2 WEED 1'BATEMENT . 1 UPON COMPLETION OF THE IRRIGATION SYSTEM AND AFTER DEBRIS, ROCKS Jo.ND EXISTING WEEDS AND GRDWTH HAVE BEEN REMOVED FROM THE PLANTING AREA, APPLY 200 POUNDS OF COMMERCIAL fE.RTILIZER 21-0·0 Pl;R .ACRE. ,:1 WATER ALL AREAS EVERY DAY FOR TWENTY-ONE (21) CONSECUTIVE D1'YS AND UNTIL WEED SEEDS HAVE GERMINATED. CEASE WATERING FOR THREE (3) DAYS .AND SPR1'Y NON-SELECTIVE HERBICIDE "ROUNDUP"' TO ERADICATE THE G(RMINATED WEEDS . TRANSLOCATION OR APPROVED Pl;:RIOD SHOULD BE 7-10 DAYS_ NOTE: HERBICIDE. APPLICATOR SH1'LL BE LICENSED BY THE ST1'TE OF CALIFORNIA. F . G. I. J. K HE.ADS. NO TREE SHALL BE PLANTED WITHIN S\X (6) FEET OF SPR,NKLER HEADS THE. PLt-NTS SHALL BE Pl.ACED IN THE PlANTING PITS ON THE BACKFILL t,.ATE.RIALS WHICH HAS BE EN HANP·l t-MPE D AND WATER HAS SETTLED TO THE ROOT BALL BASE LEVELS PFUOR TO THE PL1'CE.ME.Nl OF THE PLANTS Af"TER SETTING THE PLANTS. THE REV.AINING EACKFILL VATER!1'L SHALL BE CAREFULLY 1.AMPED AND SETTLED 1'RDUND EACH ROOT SALL TO FILL ALL VOIDS. E1'Crl TREE AND SHRUB SHALL BE PLACED IN THE CENTER OF THE HOLE AND SHALL BE SET PL\;11,B AND HELD RIGIDLY IN POSITION UNTIL THE Vi.ANTING EiACKFILL H.t.S BEE.N TAMPED FROM AROUND E1'CH ROOT BALL. .ALL PLANTS SHALL BE SET AT SUCH Jl LEVEL THAT AFTER SETTLING, THEY BE."-R THE SAt,E RELATIONSHIP TO THE SURROUNDING FINISH GRADE Jo.S THEY BORE TO THE SOIL LINE GRADE IN THE CONTAINER, UNLESS OTHERWISE NOTED. PLANTING TABLETS SHALL llE. PLACED IN EACH PLANTING HOLE AT. THE FOLLOWING R1'TES: (1 )-5 (1}·21 (3)-21 (5)-:11 (1)-21 GRt-M 'I .t.BLET GRAM TABLET GRAM TABLETS GRAM TABLETS GRAM TABLET PER LINER AND FLAT SIZE PLANT. PER 1-GALLON CONTAINER. PER 5-GALLON CONTAINER. PER 15-GALLON CONTAINER. PER E.ACH 3' OF BOX SllE. NO PL1'NT WILL BE Jo.CCEPTED IF THE ROOT BALL IS BROKEN OR CRACKED. EITHER BE.FORE, DURING OR AFTER THE PROCESS OF INSTALLATION. ALL PLANTS SHALl BE THOROUGHLY WATERED IN TO THE FULL DEPTH OF EACH PL"-NTING HOLE IMMEDIATELY AFTER PLANTING. L. .ALL TREES 15 GAL. AND SMALLER SHALL BE ST.AKE □ WITH TWO LODGE POLE STAKES, DRIVEN INTO THE GRDUND ON THE WINDWARD SIDE OF THE TREE. THE STAKES SHALL BE DRIVEN IN PLUMB AND SECURE. SPECIAL CARE SHALL BE TAKEN THAT THE DRIVING IN OF THE STAKE DOES NOT DAMAGE THE TREE ROOTS OR ROOT BALL. TREE TIES SHALL BE FASTENED TO EACH TREE AND STAKE BY LOOPING FIGURE 8'S WITH THE INSIDE DIAMETER OF THE TIE AT 2 OR 3 TIMES ■nc.1;. """"'~ ,.;;i,1 ,,...,._.r,.1r,~ inc. g,....._..,_ vr JP~ ,.~ '""' in.:.. .:::)!r.r..L_ (SEE DicTAILED DRAWINGS.) APPROVED LNGINLEHING PLANCl-l[Cl<ER DATE 3.3 _3 RAKE AND HAUL OFF ,t,LL DEAD WEEDS TO 1/2 INCH BELOW THE SURF.ACE OF THE SOIL- •• IF PERENNIAL WEi'.OS OR GRASSES STILL EXIST, RE-WATER EVERY OAY FOR FOURTEEN (14) CONSECUTh'E DAYS, UNTIL THE NEW GROWTH APPEARS. RE-,t,PPI..Y A NON SELECTIVE HERBICIDE. REcMOVE WEEDS AFTER HERBICIDE HAS HAD A SUFFICIENT TIME TO KILL. SOIL CONDITIONING, FERTILIZING AND ROTOTILLING: • 1 AFTER THE AREAS HAVE BEEN DEEP RIPPED TO A DEPTH OF 8 INCHES, THE FOLLOWING RATES OF SOIL CONDITIONING AND AMENDMENT MATERIALS SHALL BE EVENLY SPREAD OVER ALL PLANTING AREAS AND SHALL BE THOROUGHLY SCARIFIED TO AN AVERAGE DEPTH OF SIX INCHES BY ROTOTILLING ,t, MINIMUM OF TWO ALTE.RNATING PASSES. AMl::NDMENT MUST BE INTIMATELY BLENDED WITH SOIL .... SOIL CONDITIONER SOIL SULPHUR IRON SULFATE GYPSUM 5 CU. YD. PER 1,000 SO. FT. 10 LBS. PER 1,0D0 SQ. FT. 20 LBS. PER 1,000 SQ. FT. 250 LBS. PER 1,000 SQ. FT. R1'TE OF APPLICATION IS FOR BIDDING PURPOSES ONLY -SOIL TEST M1'V REDUCE OR INCREASE TOTAL SOIL AMENDMENT YARDAGE. ADJUSTMENTS (PLUS OR MINUS) MAY BE NECESSARY. THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SH.A.LL llE SUllMITTED 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. FERTILl:ZER SHALL BE APPLIED AFTER LEACHING OPERATION . C. SARVON SHALL BE APPLIED .AT THE R1'TE OF 1 P'.NT PER 1,000 SOUARE FEET. SARVON SHALL BE APPLIED IN AREAS INDICATED BY NOTES ON THE DRAWING. . , TH.Jc THOROUGHNESS AND COMPLETENESS OF THE ROTOTILLING AND INCORPORATION OF THE SOIL CONDITIONE.RS:AMENDMENTS SHALL BE ACCEPTABLE TO THE ARCHITECT. FOR SLOPES 2:1 AND STEEPER, OR AS PER THE OR1'WINGS, OMIT SOIL CONDITIONER APPLICATION AND TILLING . . 3 DEEP WATER LEACHING· A. AFTER COMPLETE INSTALLATION .A.ND TESTING OF THE IRRIGATION SYSTEI.'. AND APPLICATION OF SOIL CONDITIONING, ALL ARE1'S SHALL BE DEEP WATER LEACHED .AND COMPACTED 1'Nll SETTLED BY CONTINUOUS APPLICATION OF IRF11GATIDN WATER UNTIL THE SOIL HAS RECEIVED A 11.l~IMUM OF SIX INCHES OF WATER. B. AFTER LEACHING OPEF.ATIO"N, FOUR SOIL SAMPLES SHALL BE TAKEN BY 1'RCHITECT AND SUBMITTED TO SD'IL LABORATORY THE DIAMETER OF THE TREE AND BY T 1'CKING THE SACK OF THE TIE TO THE STAKE (SEE DETAILED DRAWINGS.) ALL SPECIMEN TREES 2~" BOX AND Lt-AGER SHALL BE GUYED AS DETAILED. THE ST .t.KING AND GUYING SHALL BE ACCOMPLISHED IN SUCH A MAIINER AS TO INSURE TH~ PROPER AND HEAL THY GROWTH AND SAFETY Of THC: PLANTS, PROPERTY, AND THE PUBLIC. SPECIFICATIONS "AS BUil T" DATE INSPECTOR DATE t-----t---+---------------l---l----l----l---l urJ --CITJAN~r CARLSBAD~, ::>EPAR"IMENT L~.12.J ----+--+---+---I I LANDSCAPE IMPROVEMENTS FOR: 1-----+---+---------__j_---+--+-------l--!· PL~-·~-:"-·'..:-~P'==L=1r~r~C,C-~N=A G=p=:=A R=s~=-A=II =25===! APPR?'?.E~~,,./<-" ur-~ 0 ASS!STANT PLANNING DJRECTOR t-~o-A=T[~+-~-,n-.,--1----------'----------------+--=--=--+-----If----+-----~ ~~o;WN;:::::=~B~Y;::: =1-··======;-,---;=-=-=-=-=-=:P-=::R-==O-=JE-=::-=C-=T-=-=N-=O-=.-=-=-=-=--~====~ •~ -DAlE INlllAL OAT[ ltllTIAI DRAWING NO. ENGlNEtR Of WORK REVISION DESCRIPTION -0-=---.--,__:c"'ov"'-AL=-¼---=..:Cl.:.:.TY=--"'1'PR.L:c:o::;v:::,.;_'-= :~: ---(';_,j ?)O-31 :J2& 3j_ . ......... ----'---------;-, _____ ...J_ __ __J_ __ __J .. .:::::======::..::::::========:::::.:::====::::J DATE . 3 ,4 lit, ~ES.<. BLUlPRIN"T 0. p, THE . ~j)NTRACTOR SHALL l!E RESPONSll!LE FOR ALL SURFA\,-,; AND SUBSURFACE DRAINAGE REOUIRED WHICH MAY \FFECT HIS GUARANTEE -OF THE TREES, SHRUBS, AND VINES. PRUNING AFTER PLANTING SHALL BE REQUIRED ON ALL TREES, SHRUBS, AND VINES WHEN NECESSARY TO PROVIDE THE SPECIFIED OR APPROVED STANDARD SHAPES, FORM AND/OR 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 L"-RGER SH"-LL BE SPOTTED AND PLANTED WITH A CRANE. R. ALL TREES 24" BOX AND LARGER SHALL BE SPOTTED IN PLACE PRIOR TO THF. DIGGING Of THE HOLE. PLANTING GROUNQC.OYERS: A. B. c. D. E. GROUNDCOVERS SHALL BE PLANTED IN THE AREAS INDICATED ON THE DRAWINGS. THE GROUNDCOVER PLANTS SHALL BE ROOTED CUTTINGS GROWN IN FLATS, AND SHALL RE.MAIN IN THOSE FLATS UNTIL TRANSPLANTING. ALL GROUNDCOVER PLl'.NTS SHALL BE PLANTED WITH SOIL AROUND ROOTS IN STAGGERED ROWS, EVENLY SPACED AT THE INTERVALS CALLED OUT ON THE DRl'.WINGS. THE GROUNDCOVER PLANTS SHALL BE PLANTED SUFFICIENTLY DEEP TO COYER ALL ROOTS AND A PLANTING TABLET SHALL BE PLACED IN EACH PLANTING HOLE AND SH ... LL BE IMMEDIATELY SPRiNKLED AFTER PLANTING UNTIL THE ENTIRE "-REA IS SOAKED TO THE FULL DEPTH OF ALL THE HOLES. THE GROUNDCOVER PL.ANTING ARE.A SHALL BE HAND- SMO':>THED AFTER PLANTING TO PROVIDE AN EVEN, SMOOTH FINAL FINISH GRADE. GROUNDCOVER SHALL BE PLANTED WITHIN 12" OF MAIN PL.ANT STEM WHERE SHRUBS AND TREES ARE PLANTED. ~j'DRO·SH.QLNG SHRUBS TREES AND GF\OVNDCOY_EB..S..; A. HYDRO·SEED SHALL llE APPLIED IN THE AREAS INDICATED ON THE DRAWINGS AND AS CALLED FOR PFR MIX. I!. HYDRO-SEEDING EQUIPMENT: HYDRAULIC EQUIPMENT USED FOR THE APPLICATION OF FERTILIZER, SEED, AND SLURRY OF PREPARED WOOD PULP OR FIBER SHALL BE OF THE "SUPE;:R Fourth Aven~e Corpor.c1tl:' Cs-nler 1551 Four1h Avenue/Suite 200 $1;1'1 DietJO. CA92101 (619) 239-NS0/FAX 239-0107 ~ Arc:hitECt..Jre • Pla.rmlf'll:sl c_ D. E. .. HYOROSEEOER" TYPE AS APPROVED BY THE ARCHITECT. THIS EQUIPMENT. SHALL HAVE A BUILT-IN AGITATION SYSTlcM WITH AN OPERATING C"-PACITY SUFFICIENT TO AGITATE SUSPEND, AND HOMOGENEOUSLY MIX A SLURRY CONTAINING l,~00 POUNDS---OF -MULCH ANO SEED. --THE --··sLURRY DISTRIBUTION LINES SHALL BE Ll'.RGE ENOUGH TO PREVENT STOPPAGE 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 TRAVELING UNIT WHICH WILL PLl'.CE THE SLURRY TANK AND SPRAY NOZZLES WITHIN SUFFICIENT PROXIMITY TO THE "-REAS TO BE SPRAYED SO AS TO PROVIDE UNIFORM DISTRIBUTION WITHOUT WASTE. APPLICATION METHOD: USING THE WOOD PULP AS A GUIDE THE EQUIPMENT OPERATOR SHALL SPRAY THE SOIL WITH A UNIFORM VISIBLE COAT 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 El'.CH OTHER, UNTIL "-COMPLETE, EVEN COVERAGE COAT IS ACHIEVED . HYDRO·SEEDED AREAS SHALL BE KEPT MOIST AT ALL TIMES 20 -24 DAYS AF1ER PL ... NTING OR UNTIL THE NEW GROWTH OF THE PLANTS IS SUFFICIENTLY WELL-ESTABLISHED AS PER ARCHITECT'S APPROVAL. HYDRO-SEE.OED AREAS SHALL BE PROTECTED AGAINST FOOl TRAFFIC AND OTHER USE IMMEDIATELY AFTER HYDRO· SEEDING IS COMPLETED BY PLACING WARNING SIGNS MW "TEMPORARY TWINE AND FLAGGING AROUND THE AREAS. f. RE•HYDRO•SEEDING OF BARE AREAS SHl'.LL BE DONE THIRTY ('.lO) DAYS AFTER INITIAL APPLIC"-TION. H ERSICIDE .t.PPLIC ATION: PRE-EMERGENT HERBICIDE SHALL BE APPLIED TO GROUNDCOVER AREAS ONLY BY "-HERBICIDE APPLICATOR LICENSED BY THE STATE OF CALIFORNIA AND IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. ARCf!ITECT SHALL BE NOTIFIED AND PRESENT AT THE TIME OF THE "-PPLICATION. 3.7 CLEAN UP: AS PROJECT PROGRESSES. CONTF.ACTOR SHALL 1/.AINTAIN ALL ARE.AS IN A NEAT MANNER 1'.ND RicMOVE UNSIGHTLY DEBRIS AS NECESSARY AFTER COMPLETION OF PROJECT, CONTRACTOR SHALL REt,AOVE ALL DESRIS AND CONTAINERS USED IN ACCOMPLISHING WORK HE SHALL SWEEP -ANP CLEAN "-LL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT TO PLANTINGS. . . SPECIFICATIONS "AS BUil T" RCE ___ EXP. DAT£ APPROVED REVIEWED BY: [NGIN[Ef11NG PLANCHECKErl DATE INSPECTOR DATE ~===+===t=======================t===±===±===:±===1 l_~,z=-··.'....':l =c=i=r=!=--=~=A9=N=r=G =~=t=p~=~=EN=~=A=D=:::!_~u-~~J LAPLANNING0 AER EAS~~R: --· 1 AVIAR PHASE II ; __J APPRO ~ 1-12-f, ASSISTANT Plf<NN DATE OATE INflW.1-------------------+-o-,._--=n:=----+--IN-I_TI_AL____j~D-,..-n:-+-IN-ITI_Al._J ~D:;iWN~~tl~Y~,== __ =_=_=::jir=~P~R~O~JE~C:;T~N=c0;::.::7=:::;-;:::;D:::P:--::l,,::Wl::N=G=N=O~. 0,QN[ER Of' WORI( REVISION DESCRIPTION CHKD BY: --GT ,q,,-,, 31 -Q,,.. ,,al OlHrn N'PROVAl. CrTY AJ'f'ROVAl. RVWD BY: ..JJ J,:;v;J-t..fi---~ . PLANT LEGEND SYMBOL BOTANICAL NAME COMMON NAME TREES SHRUBS CEA. 'FRO.' CEANOTHUS 'FROSTY BLUE' N.C.N. RHU. OVA. RHUS OVATA SUGAR BUSH GROUND COVER NOTES: DELOSPERMA ALBA GAZANIA SPLENDENS 'SUNRISE YELLOW' ACACIA REDOLENS • HYDROSEED MIX #1 WHITE TRAILING ICE PLANT YELLOW CLUMPING GAZANIA N.C.N . 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 WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. 3. TREES AND SHRUBS ARE TO BE SELECTED FROM THE FOLLOWING NURSERIES. FINAL APPROVAL OF PLANT MATERIALS WILL BE BY LANDSCAPE ARCHITECT (ONA, INC.). Bergen's John Stryker (714) 528-0761 Cunnlnghams Larry Cunningham (714) 646-7191 Hillcrest Russ Kelly (1-800) 245-1276 Pardee Trees Ben Dunca (619) 756-3691 Nakase Bros. Joann Shurlock (714) 855-4388 Sea Tree Jim Musselman (714) 586-8028 Springtime John Hatch (619) 455-6810 Norman's Sunnyslope Beth Stewart (714} 532-1440 Pacifi ~ Coast Nursery Jim Borer (714) 544-3001 Valley Crest Laurie Borer (818) 367-5803 Yasuda Nancy Anderson (619) 943-1442 Chip Uever (619) 262-0555 Fourth Ave!'lue Corporate Ceriter i.551 Fo1,.111ti Aven~e/Sulte 200 Sart Di&go, CA 92101 {619) ,'39-2450/FAX 239-0107 Landscape A,ch1€du,e. Plamr,;i #9/ v29 SIZE 5GAL 5 GAL FLATS FLATS 1 GAL. COMMENTS DET. NO. FULL, BUSHY. GOOD COLOR A FULL, BUSHY, GOOD COLOR A PLANT @ 12" O.C. C PLANT @ 1 2" 0 C. C . PLANT @ 20' O.C. C SEE THIS SHEET FOR TYPE OF MIX HYDROSEED MIXES: HYDROSEED MIX #1 / COVER CROP BOTANICAL SEED NAME Alyssum 'Carpet of Snow' Alyssum 'Royal Carpet' RATE: LBS/ACRE 4 lbs. 4 lbs. The following materials shall be in the mix: Mulch -Conweb Fiber Binder • Terra Tac #3 Fertilizer 16-20-0 2,200 lbs./acre 150 lbs.lac re 400 lbs./acre A - ':·' . ;~~-;.- . f .. ' ' 2.x. - P-UB g __ OfE j'1/ff Mt+-lUF. SfEC -, Pl.bTel,.LL -'2t::."-T c~ N r ~IVc Fl I -G, ,......___.._ _ I -------~--~'-----'--'---'-1''-'1/FT.c....:..:...... ---- SHRUB PLANTING ON SLOPE N.T.S. PLANTING DISTANCE SCHEDULE FEET ON QENTER ROW DISTANQE SET BAQK 'X. :.e..: '.C..'. 8" 7" 7" 1 '·0" 1 0.5" 11" 1'-6" 1'-4 .. 1-0" 2'-0" , •_g .. 1 '-6" 3'-0" 2' -6" 2'-6" 6' .. Q" 5'-2" 5'-6" 1 0'·0" 8'-8" 9'-6" PLANTING GRID • • • • • • -~ [IJ • • • • • • • • • • • • • • • • • • • • • -~ • • • • • • • • • • • • • • • • • • • • • •uj- GROUNDCOVER PLANTING N.T.S. APPROVED ENGINEERING PLANGHECKEfl D/ITE 1111 k ~· Ul n lJ ,L B "/ /N. f2X ~[..... :r TDF q= Si/--'-1L.i=, f-$ NH !=.P-S 1✓ 1=1:E~ L1PPa:'-f n~E) ,~J bl-8"1 I ~ ,Spl;::CS. 1eonn-1 IU.....t1IX. -SF-1 I 11 ~ TREE PLANTING & STAKING N.T.S. ON SLOPE "AS BUil T" RC£ ---EXP. __ _ REVIEWED BY: INSPECTOR DATE DATE J----+----+---------------1----+--+----+--------t ~ CITXAN~lfG ~~~]AD w LANDSCAPE IMPROVEMENTS FOR: l PLANNING AREA 25 . " /;2A v'!f\R~ P_ljASE II I -APPRO~ ~ 22'.Jwn-!i-" 7-IZ-93 ASSI NT P, NNING DIRE . OR DA TE ll A 1t llillV,1.. DIGINEIR Of -REVISION DESCRIPTION O.o. IE INl'IIAL OTHER APPROVAL an APNtovAJ.. OWN BY: ---PROJECT NO. I DRAWIN. G NO.' CHKD BY: --, C,,-9:) ~ 37 _5. Q/ ,-:5.l-.. RVWJ BY: / 'E-'4' :,;·1-....;=;;...-=1... ______ __:. _________________________________________________________ _