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DWG 329-6L; CT 90-36; AVIARA PA 26 SOUTH UNITS 1, 2; 01-16
GENERAL NOTES RECLAIMED WATER NOTES I. ALL WORK ~HALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S CARLSBAD RE!(LAMATION RULES S REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS' DATED JUNE, 1991. 2. 3. 4. 5. 6. 7. *8· 9. 10. I I . 12. 13. 14. 15. 16. 17. IB. * 19. 20. 21, • 24. AU. PUBLIC FACILITIES SUCH AS COMFORT STATIONS, DRINKING FOUNTAINS, ETC. SHALL BE PROTECTE.D FROM SPRAY BY RECLAIMED WATER. NO PONDING, RUN-OFF OR OVER-SPRAY IS PERMITTED. HOSE BIBS ARE STRICTLY PROHIBITED. ON-SITE CROSS-CONNECTIONS BETWEEN RECLAIMED WATER LINES AND POTABLE WATER LINES IS STRICTLY PROHIBITED. NO SUBSTITUTION OF PIPE MATERIALS WU BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. ALLON-SITE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. THE IRRIGATION SYSTEMS SHALL RUN BETWEEN. THE HOURS OF IO•OOP.M. AND 6•00 A.M. THE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME) WITH QUALIFIED SUPERVISION PERSONNEL a,! SITE. PROVIDE AMINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPING. PRIVATE LOTS SHALL BE PROTECTED FROM CONTACT FROM RECLAIMED WATER, WHETHER BY WIND BLOw\'N SPRAY OR BY DIRECT APPLICATION,THROUGH IRRIGATION OR OTHER APPROVED usE.· LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. CONTRACTOR SHALL ADJUST HEADS TO PREVENT OVER-SPRAYING ON ALL SIDEWALKS, STREET, AND PRIVATE LOTS. QUICK COUPLING VALVES SHALL HAVE A SPECIAL CIYJPLE KEY PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. METERS SHALL BE SIZED BY THE CITY Of CARLSBAD MUNICIPAL WATER DISTRICT. ALL IRRIGATION PIPE SHALL BE STENCILED, COLOR-COOED (PURPLE) Al;'JD LAID WITH WARNING TAPE PER THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICTS RULES AND REGULATIONS. ALL POTABLE WATER AND RECLAIMED WATER PIPING SHALL BE INSTALLEU WITH THE STENCILING ORIENTED Tu WARD THE TOP OF THE TRENCH. WHEN A POTABLE WATER LINE AND RECLAIMED WATER LNE CROSS, THE RECLAIMED UNE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND IO FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE UNE, FOR A TOTAL OF· 20FEET. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECLAIMED WATER MAINS MUST BE MAINTAINE.D AT ALL TIMES. THE POTABLE LINE MUST BE INSTALLED ABOVE THE RECLAIMED LINE. A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES. DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS·CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT ENGINEER AND/00 THE SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES PRIOR TO ANY USE OF RECLAIMED WATER, QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING: A. QUICK-COUPLING VALVES SHALL BE I INCH NOMINAL SIZE NELSON '7645..1 WITH BRASS CONSTRUCTICN AND A NOflMAL WORKING PRES::.URE OF 150P.S.I. OR RAIN81RD -'44 NP. B. IN ORDER TO PREVENT UNAUTHORIZED USE, THE VALVE SHALL BE OPERATED ONLY WITH A SPECIAL COUPLER KEY WITH AN ACME THREAD FOR OPENING AND CLOSING THE VAi YE. C. iHE COVER SHA"'L BE PERMANENTLY ATTACHED TO THE OUICK- CXlUPLING VALVE. IT SHALL BE FURi-LE RUBBER OR VINYL. 0. LOCKING COVERS ARE REQUIRED. AN ANNUAL CROSS CONNECTION INSPECTION WILL BE DONE BY EITHER CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNiY DEPARTMENT ~ HEALTH SERVICES. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE N0N- INSPECTING PARTY. DEVELOPER SHALL SHOW THE LOCATION OF R.C. SIGNS " DO NOT DRINK" ON THESE PLANS. AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATE[. IN WRlilNG.. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROlECTION, AND THE SPECIFIC REQUIREMENTS CF A RECLAlr.ED WAT ER SYSTEM. r:oPIES OF THE DESIGNATlo~,Y/ITH CONTACT A-IONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO CwNTY DEPARTMENT OF HEALTH SERVICES AND CARLSBAD 'MUNICIPAL WATER DISTRICT, 1N cASEoF EMERGENCY coNTAcT cul WLU.lb@(6>14) 9-01 -11"!0 (ALLIII) -· __ JNA ., 1,-... ~L NO) OR AFTER HOURS CONTACT ::::g.nq:=..,~=::,,..,..ot-.!='-"~@ (ul '"I~[· ll"jO (FILLIN) (NAM . L. NO.) !TEMS N0'5 8,_19;i..6.23 SHALL BE REQUIRED ,JUST Hd0fl Tv THE ACTUAL 'JSE OF RECLAIMED WATtJ(. ITEM NO 22 Tl1E SIGNAGE PLAN SHALL SE A PART OF THIS 1.P. BUT THE ACTUAL SIGNS a TAGS WILL BE INSTALLED JUST Pklvl'< TO ACTUAL USE OF R.C. WATER. SHOW ALL PUBLIC a PRIVATE POTABLE IVJ:.TER MAINS ON IMF-li.OVt"Mt-:NT PLANS. +---PURPLE LOGO r WHITE BACKGROUND 36.. j-111 PURPLE LETTERS }1,-------,-'-----'---,-,-N"". T:..,,"5..,.... --· (SIZE) 12" X 36" WARNING RECLAIMED WATER DO NOT DRINK RECLAIMED WATER AVISO-AGUA IMPURA NOTOMAR .060 ABS PLASTIC OR STICK· O VINYL SIGNS ALS0 .. 016 AWMINUM .,,___ I" PURPLE LETTERS 2'' PURPLE LETTERS (FUTURE), SHEET TITLE SHEET NUMBER C.M.W.D. TITLE SHEET 1 RECLAIMED WATER SYSTEM (PRIVATE) PLANNING AREA 26S COVER SHEET 2 IRRIGATION PLANS 3,4 & 5 IRRIGATION NOTES 6&7 IRRIGATION LEGEND & DETAILS 8&9 AVIARA PHASE II -UNITS 1 & 2 I SIGNAGE NOTES I ' r THE FOLLOWING GUIDELIIJE:; Fotl THE USE OF RECLAIMED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE !)OOfl OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON !:l-1/2 XI i' SIZED SIGN. ' ' ' . COLOR' PURPLE BACKGROUND WITH BLACK LETTERING. I L II. ' GIIIDEI 1NE5 FOR RFC! AIMED Wp;[ER USE ! I. 2. 3. 4. 5. 6. 7. 8. IRRIGATE BETWEEN THE HOURS OF 10,ooP.M. AND 6•00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN·OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TD BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THI: EFFICIENT SCHEDULING OFTHE AUTOMATIC CONTROL CLOCKS, 0.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). ADJUST SPRAY HEADS TO ELIMINATE DVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES_; ETC. SHOULD BE REPAIRED AS SOvN AS THEY BECOME APPAt-<ENT. EDUCATE ALL MAINTENANCE PERSONNEL ON A. CONTINUOUS BASIS OF THE PRESENCE OF RECLAIMED WATER. PERSONNEL MUST BE INFORMED THAT R,C.WATER IS MEANT FOR RRI. PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PlflPOSES, HAND, TOOL, WASHING, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPING INDUSTRY, IT IS IMPORTANT THIS INFOR· MATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS t~cit1~GL1:iJf\PJo TJl~f8~r o1H9ol§RRiif'Pi~~l~~f FOR . OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISl'RICT STANDARDS. ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. B. TAGS SHALL SE WEATHERPROOF PLASTIC, 3" X 4", PURPLE IN COLOR WITH THE WORDS ''wARN!NG RECLAIMED W:$JFB· QO NOT PRINK"lMPRINTED ~ ONE SIDE, AND AVISQ · AGPA IMPURA · NO to~AR" ON THE OTHER SIDE.· IMPRINTING SH L BE PERMANENT AND BLACK IN COL.OR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: I • 2.. 3. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP .QB. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP QB. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECLAIMED WATER SPRINKLER HEADS. I. 2. INSPECTION PROCEDURE$ City Construction Inspection Shall lngl,1de: A. Location of pipe lines. B. Trench depth. C. Required separation (Hori,ontolly and Vertically). D. Pipe identification. ( p.o.c:s} Points of connections. E. Location ond ider,tilication of sprinkler heads. F. Warning signs at the site and on the trucks houlina reclaimed water(if reclaimed waler is used for constructioni. An approval let/er regarding the inspection of lhe projecf shall be obtained trorn the city and the district, ond be forwarded to the county heollh derortment prior to final inspectio,, opprO>tol. :)istrict Final Inspection Sholl Include: A. Covero9e test, oiler cmnpletion ot the sprinkler system, to d~term1ne the odequocy of coverage or1 the opproved use area and protection 1:/ oreos not approved for receiving reclaimed water. B. WorninQ signs and labels. C. Quick coupling valves. i ! ? I I I ;i. i I I -----------' ! I I • • I i 1 --W -1::-~ EXISTING POTABLE WATER SYSTEM --RC--EXISTING RECLAIMED WATER SYSTEM i I i . © EAU... \l.!J-VE LI 1-ltG---IBffl---1'--LOCATION OF CONNECTION POINT/5-METERS _J BACKFLOW PREVENTION -f;Xl"5>"TIN6, D "DO NOT DRINK" SIGN LOCATIONS -EXl~I-JG, ----'-----------..,L__ __ I ! • I ' I t NOTE: " ~ I i ' l ' EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECLAIMED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS I HIGH ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. D. All aspects of the irriQation conditions including windblown spray, runoff, and ponding. E. Required protection of all residenlial areas. F. Required prolection of wells, streams, reservoirs, etc. G. Cross· conneclion. if SEE LANDSCAPE IMPROVEMENT DRAWINGS FOR CARLSBAD TRACT NO. 89-37 AVIARA PHASE II FOR EXISTING RECLAIMED WATER 1 IRRIGATION SYSTEM. ! DRAWING NUMBER 318-9L. i ~ ,, ' l te" WARNING RECLAIMED WATER DO NOT DRINK AVISO • A<:iUA IMPURA NOTOMAR 18" X IB" SIZE .016 ALUMINUM,.OOOA8S PLASTIC OR STICK-ON VINYL SIGNS. 3. Annual Inspection Shall Include: A complete inspection which should cover port A and port B t 6' of the districts finol inspeclion. Landscape Architecture • Planning La Jolla Centre II "AS BUILT"1 ' j ~ ! ' ' t DECLARATION OF RESPONSIBLE CHARGE 9255 Towne Centre Drive, Suite 340 1~ San Diego, CA 92121·3002 TITLE DA1E ! f " ~ I HEREBY DECLARE TI-IAT I l)M 1§1\riil:rOF WORK FOR THIS PROJECT THAT I 55 F 1580 HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS POOJECT AS 619 0·1575 • ax S50- DEFINED IN SECTION 6703 OF THE 8USINESS AND PROFESSIONS CODE AND THAT m THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. v· · · M 1 UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY \\ I_Clnity -op INSPECTOR DATE I i THE CITY OF CARLSBAD AND THE SAN DIEGO COUNTY DEPARTMENT OF HEALTrj,.....,....,, ,~,,t...s.!::,::;,-------------"-'-·0_"'_1_+------"_$_~_>1 _______________ -l-_ __,c__ _________________ _l_, ..•..• ,' SERVICES IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME,AS~ -I CARLSBAD MUNICIPAL WATER DISTRICT ~ OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. DEVELOPERS NAME : FIRM NAMES &"ADDRESSES=~, ;!!JC., ADDRESS= ____________ scoot CITY OF CARLSBAD ICP ; fJi:i'. ,it: PLANNING DEPARTMENT s••••• t · W6riit,;a-~l-fl''J ?>'J:O TELEPHONE_____ PRIVATE (ONSITE) RECLAIMED WATER 1 PHONE No·s CGol~)?!:>O-!'51'7 SYSTEM FOR ~s . RFGISTRl\l ION NO'S 16~1 EXPIRATION DATES• ?>/t )96 Revisions must be oppro,ed by Public Health : 1 Engineer, City Engineer & DiSTrict Engineer DATE PLAN PREPARED: BY:_____ · PLANNING AREA 26S ,, CARLSBAD MUNICIPAL WATER DISTRICT rior to im lernentotic:,n infield. ~ /l / /:4--IJ!• }•J No. DISTRICT APPROVED CHANGES BENCH MARK c,, ~ ~ !,;! l..'?... Oee,orlpUQn Approve I Date J t-+---------------+....::.:'--'-..:.._+::..c::..:--'---1 Oescfiption___________________ A?PROV 'fi BOB COATES, DISTRICT ENGINEER DAT ~ °7 j 1-R_._c_.E_. _19_9_2_8 _____________ 41----i_t_-_-_-_::_::_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_+j..-_-_-_-_-_-_-_i--_-_-_-_-j Locat;on ___________________ 1-----_,..---,,------';.._--...,..--•-----J.:t (. __ '---.)~ ~ g-/{ I / C,,3 l-+-----------~----+---+----1 Ro cord From, __________________ 1--C-h_o_c_k•-d-----t j S: REVIEWED.BY: ? ~ IYPIC AL SIGNS _§~m~ t69µNTY~LTH DEPARTMENT orwn. PROJECT f\10. DRAWING NO. i efl ~~~r<ltiOl1 APPROVED BY: DATE i l-+----------------+---+----1 ElovaHon _______ .Oatum_________ CT 90-36 329-6L •jf;: '------------------------------------------JL...-~~~~-.,;;:;_iiiiiiiiii..L......;.;..;.;.;;;.;..;. ______ .;;.,;.,;;_ __ ....1,....1, ____________ 1-___ 1-_..1.. _________________ J.-_____ _,_ ____ -l., ____ ..,,_ .-,, C.M.W,D, ;JOB NO. 91•507 & 92-502 1·:!.· '! 'ii '' '• I',, I, .:c' ',,. ,,,;.-,:,,,1,,-,;, ,,,, PLANS FOR THE IRRIGATION AND PLANTING OF: AVIARA·CT 90-36 GENERAL NOTES: 1 • 2. 3. 4. 5. 6. 7. THE CONTRACTOR MUST NOTIFY THE CITY PLAN CHECK CONSUL TANT (619) 438•1161 , EXTENSION -4:Z:Zl, 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 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 01' 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 Gr\lEN TO WATER AND ELECTRICAL SERVICES. C. IRRIGATION AND PLANTING SHALL TAKE PLJIICE 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. PLANTIN•G AND IRRIGATION FOR THE AREAS DESCRIBED ABOVE SHAILL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. SLOPE PLANTING STANDARDS AND APPLICATION: A. B. c. D. JUTE MATTING ON SLOPES SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. SLOPES 3 F!;ET OR LESS IN VERTICAL H!;IGIHT AND ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE A MINIMUM STANDARD #1 (COVER CROP Al:Ll1. JUTED). SLOPES 4 FEET TO 8 FEET IN VERTICAL H'EIGHT REQUIRE STANDARDS #1 (COVER CROP/JUTE MESH), #2 (GROUND, COVER) AND #3 (LOW SHRUBS). SLOPES IN EXCESS OF 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (COVER CROP/JUTE MESH), #2 (GROUND COVER), #3 (LOW SHRUBS), AND #4 (TREES AND LARGE SHRUBS). l DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE LIICENSED 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 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 APPROVAL RELATED TO LANDSCAPING. BY:,_-----'t/J"---'---7'/4-CC..~__._ __ DATE: f?-11-t:/b 2 ...., .-., 87 "'° <le, ,.., -TERRACE" 'UN'IT 1 44 """ <11 ee ? ---- :BLACKS AN 4 ., B lo ' , PROJECT LOCA Tl10N' MAP N.T.S. OCEANSIDE 10:- CAQ.L seKJ "TR!>CT e::,-?>1 AY\A'<-A "'H,t,.5E II -· ~ ... \;:. F-D,J.::=;-:-f s I TS fDI ~J...-1)..NE 11'/E&..-,!, -=---,---- CARLSBAD I; (I A'Yl,ARA 'f'\A&l ES: _J~-\"~~j PL..N-J ea.JNDAt<Y 1 .~ ENCfNITAS '\\ PL ·r \\\ \.!1!:1~~:...J J 'f<O. ,VICINlT·Y MAP , I If "" ..., e, e.:, 7,:, 7c rr ?<, -- ,I ' 14 IS IC:. 11 0 ~IRRIGATION SHEET NO. ~--PLANTING SHEET NO. APPROVED SHEET IN1DEX 1 C.M.W.D. TITLE SHEET COVERSHEET IRRIGATION PLANS IRRIGATION SPECIFICATIONS IRRIGATION LEGEND & DETAILS IRRIGATION DETAILS 2 3-5 6-71 8 J PLANTING PLANS 9 L • 10-1~ 13..:15 16 PLANTING SPECIFICATIONS PLANTING LEGEND & DETAILS I I GENERAL NQTES CdNT. E. F. •, ·. ' TEMPORARY/SPECIAL CON1DrtlOHS: · AREAS GRA'D'ED 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. AREAS TO BE HY;DROSEEDED SHALL FIRST BE DISKED OR ROTOTILLED TO PROVIDE A rl11ABLE, LOOSE SEED BED • &. SLOPE IRRIGATION STANDARDS A. WATER SERVICE. {POINT OF, CON"NECTION) INSTALLATION, TEMPORARY OR PERMANENT, SHALL BE IN PLACE TO COINCIDE WITH PLANTING TIMING SPECIFleD IA SECTION E.3•1. B. PIPE 1) ON GRADE PfPE IS NOT ALLOWED tlNtESS fT 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 TVFE OR UVR 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. 18. AS-BUILT$: A. PRIOR TO RELEASE OF BOND'S, AS-BUILT LANDSCAPE PLANS FOR THE BONOED WO"RK SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. B. AS,BUILT PLANS SHALL BE DRAFTED CLEARLY TO THE SATISf'ACTION OF THE CITY, AND THE ORIGINAL MYLARS SHALL BE SUBMITTED TO THE CITY FOR THEIR KEEPING. · "AS 8 U I LT'' RCE __ _ EXP.---- REVIEWEO BY: Sht u i,., l-moru & , ENGINEERING PLAJ:-ICHECKER $-19'-15 . APPR0\7ED FOR PLi,,_NTING .L\ND .IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLJ1.NTING .L\RE.L\S. DATE INSPECTOR • OA1E: OA1£ ~ CITY OF' CARLSBAD IS'-lfETS.I .t----t---;----,----,----~-------+--+----11----+---~ L1:_j PLANNING OEPA~lME.NT 16, . -+--t--~-------------..,--1---4---.J----"---1 , LANDSCAPE IMPROVEMENTS FOR: PLANNING AREA 26S t---+-----11------------'----'-----+---;---1----1----1 fl=-1.•l2.11 AVIARA PHASE II APPROVED t---,,0""1.TE=',-+"'INlll=AL~' +-----'----------'----i>---+---4--------l 'Dl'rN B'r: ---~,,;re INiTIAL 01.11' 'tilTf'-L o:r<D BY;_ PROJECT ND. OR.\W\NS Nt'. 329·6L ' . ' ' Landscape Ar<;h1tedurc • Pianniilg La Jolla Centre II 9255'Towne Centre Drive, Suite 340 San Diego, CA 92121-3002 619 550-1575 • Fax 550-1580 git;.4(:j$t ENGINf<ll or WOR REVISION DESGRIPTIONI "VWD BY · · , ~ OlHtP. A??f/tl/M-mr N>PR0\'111.. .. ; CT s·0-36I ! ..... ~ -~ •' ---~., ·-----··-···-· ~--i----,,··--·~""·"' j - C.M.W.D. 91-507 & 92-502 ' ' I' ----.~·:1, •,t;.Ur. __ : ____ ~ '._,•; ·_.,::· < -, i . ·""'"'TE· .. , 'l"fV • '., . ' . . ' I ;,."!, · 1F EXISJ1#G' !RRf®A TION EQUIPMENT (IE: SPRINKLER HEADS,·• PIPE, VALVES, ETC.) IS DAMAGED\.· BY GRADING ORBYOTHER i CONSTRUCTION IMPROVEMENTS: ., ) i THIS CONTRACTOR SHALL REPAIR'/ : OR REPLACE AT NO EXTRA COST TO .. . THE OWNER AM'( DAMAGED . .·· EQUIPMENT TOTHESATISFACTION' OF THE LANDSCAPE ARCHITECT : ANDOWNER. ; I ! t x ''f<><i,tli-cor/JOr!IN> center 1 s·s 1 Fourth Avenu9/S·wite 200 --.~ San Diego, CA 02101 (619) 239·245O/FAX 239-0107 · l.ondscape ArchlledYrv • Plannlng PLOT SCALE 1" = 40' Dec 24, 1991 -08:19:47 ', ·, _,'l ' l' ~ -,:·: .":; . ' ., ·,• ' :, • i . I X NQtE·~ . ; IRRIGATION MA1HtlTN'E FOR -4lLL:"-' -----\. RESIDENTIAL LOTS SHALL BE 1: SCHEDULE 40 PVC. WATER 'METER SHALL IBE :314• SIZE , BACKFLOW·PREVENTER AND . PRESSURE REGULATOR SHALLBE,t SIZE .W PRESSURE REGULATOR SET' @zsps1, \ \ ,· ~-=-=--=.-·::::r::._·_ ..,,,,,.~ ' I, • ' j, .. ,, .. 1," ,,: '''"' ' , '•·" ., ·, .. ,l " ' ',,, ,_, ... I" ,. ', .. ,:C:L .. .-,,,, ,_,,..... ' • '"'""" J. .. ,, ~"' --~ ,;,, :,, '·"·''··' ,:l 1,;:, ' d, .... >.,,,: ... ,,, ;,,i, ", ;;J;,,, !,,;([,,, :,;-,,, ·. ' i >1i~I, .. , ' ,L ,';,,,.,: .i:i,.J ,,, i ' • I ' ' / \ \ . I \ i \ \ "AS BUILT'1 RCE _~_ EXP.' ..,..,.---, I . 6A1E i ASSISTANT C.M.W.D. 91-507 & 92-502 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 AND OWNER. I I I I I I \ I I NOTE: EXISTING RECLAIMED WATER IRRIGATION SYSTEM SHALL BE USED ·~·-~~---.. ,._. ______ .. FOR IRRIGATION OF PRIVATE SLOPES WITHIN NATIVE OPEN SPACE EASEMENT. SEE LANDSCAPE IMPROVEMENT DRAWINGS FOR CARLSBAD TRACT NO. 89-37 AVIARA PHASE II FOR EXISTING RECLAIMED WATER IRRIGATION SYSTEM. SEE SHEET'-,.!!~ , DRAWING NO, 3111-9L. EXP.--~- ! I ; I j ! j ! I J i DATE \ I I I \ ! ! ' C.M. W .D. 91 •507 & 92-502 i \ 40' o· 40' BO' 120' -----GRAPHIC SCALE: 1"=40' EXISTING RECLAIMED WATE'R fRftrGATION SYSTEM SHALL BE USED FOR IRRIGATION OF PRIVATE SLOPES WITHIN NATIVE OPEN SPACE EASEMENT. SEE LANDSCAPE IMPROVEMENT DRAWINGS FOR CARLSBAD TRACT NO. 89-37 AVIARA PHASE II FOR EXISTING RECLAIMED WATER IRRIGATION SYSTEM. SEE SHEET ~ .. -z@ , DRAWING NO. 318-9L. IRRIGATION PLAN \ \ • "AS 'BUil T" RCE __ _ EXP. ___ _ DATE REV1 EWE:D 9 Y: INSPECTOR DATE APPROVED ,:f\QJfi{ ~& tei-68S 1------1----1--------------1-~r--t----t-. CT:] CITJAN~I[ ~~~~~]AD ~ .ENGINEERING PLANCHECKER DATE LANDSCAPE IMPROVEMENTS FOR: APPROVED FOR PLANTINC~ 1----+-+-----------t-----t--r-----t-~ PLANNING AREA 26S AVIARA PHASE U • .!\ND IRRIGATION ONLY, 1--.J.---j-----------+---t--t--t-, ~AP=P=Ro=vE=o=====;:;:i::;;;"Ft'l=====:~=r-==:==, Fourth Aveoue Corporate Center INT C LU D IN·1 T G p REC IS E 1---...,.,L!,9~==-:,:----'--~'--;ff.:-.L....f--1551 Fourth Avenue/Suite 200 ... ~~~~;i~2~0~~~~\30-O,O1 LO c ATI o N o F' p LANTING l----+--f------------~--t----1--r~,--, ~D;;WN~siY;:: ~=:.=:.=:.=:.~===;;P~Ro::=J~Ec;;T~N:7.o::=.=:::,;:~DR:;:;A~Wl;i;N;;;G=iN~· o. ~~•· · ..._1 DATE INITIAL CATE INITIAL DATE IN111AL CHKD BY: ---CT 90-36 329-6L "'::~ Landscape Archttoou,e • Planning 9/-0JJ ARE "S VISION DESCRIPTION RVl,/D BY .. :11-, l-~~~~~~~~J[=~--~~""!""-~~~~=-JL ____________________________________________ ..,;;. ___ L _____ ~:·~1.:-:t--1.:~---------lEN:G:1N:EE:R~o:f~WOR=KL __ _:R~E::~~::::=~,:~--.J~□:rH:E!R~A=PP!RO~V~A~LJ.,;C1~TY~A:P:PR:o:v"~L~;;;;;_;;;'~;;~;;~~~~~~;;f'.;.--;;~;f' , . ·, C.M.W.D. 91-507 & 92-502 Dec 24, 1991 -08;47:04 ... I PLOT SCALE 1" = 40' SECTION 02441 IRRIGATION SYSTEM PART 1 · GENERAL 1 . 1 GENERAL: THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1, ARE AN ADDED PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK SHALL APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1. 2 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, RECLAIMED 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 PR!cSSURE RATING. PERMITS AND LICENSES UNLESS OTHERWISE STATED, SECURE THE REQUIRED LICENSES AND PERMITS INCLUDING PAYMENTS OF CHARGES AND FEES, GIVE REQUIRED NOTICES TO PUBLIC AUTHORITIES, ANO 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 /OR HIS REPRESENTATIVE FOR INSTALLATION AND PERMIT FEES. 1. 2.1 .1 ,2 RELATED WORK: LANDSCAPING SECTION 02480 COMPLIANCE TO CITY OF CARLSBAD ~:I!;. WATER STANDARDS 1.2.,.2 . 1 QUALITY ASSURANCE QUALIFICATIONS OF INSTALLERS 1 .3 PROVIDE AT LEAST ONE PE'.RS.ON 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, THl! MATE'.RIAL MANUFACTURE~ AECOM.MENDED METHODS OF INSTALLATION, THE CITY OF CARLSBAD B7fA61.-1"£- WATER STANDARDS AND WHO SHALL DIRECT ALL WORK PERFORMED UNDER THIS SECTION. .2 CODES AND STANDARDS . 1 .2 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 (lREEN BOOK STANDARD SPECIFICATIONS FOR PUBLIC WORK$ CONSTRUCTION WHERE APPLICABLE. THE CITY OF CARLSBAD ~ft.):a WATER STANDARDS, LATEST EDITIONS AND RULES AND REGULATION FOR pb"tA.f;,~ WATER SERVICE IN THE CITY OF CARLSBAD, LATIOST EOITIONS ARE INCORPORATED UNTO THESE SPECIFICATIONS BY REFEAENCE WHERE fl:7T1l,.E>I.-J=a WA·TER IS PROPOSED. SUBMITTALS: SUBMIT COMPLETE MATERIA:L LIST PRIOR TO PERFORMING ANY WORK. SUBMIT CATALOG DATA AND FULL DESCRIPTIVE LITERATURE WHENEVER THE USE OF ITEMS DIFFERENT THAN THOSE SPECIFIED IS REQUESTED. SUBMIT NOTARIZED CERTIFICATES BY PLASTIC PIPE AND FITTING MANUFACTURERS INDICATING THAT MATERIAL COMPLIES WITH SPECIFICATION$, UNLESS MATERIAL HAS BEEN PREVIOUSLY APPROVED. SUBMIT MATERIAL LIST USING THE FOLLOWING LAYOUT (DOUBLE $PACED BETWEEN EACH ITEM) ITEM. PESCBIPJIQN MANUFACTURER MODEL NO. 1 . 2. 3. 1.4 PRESSURE MAINLINE LAWN HEAD APACHE RAINBIRD ETC. SCH. 40 1806-12F ETC. ETC. .3 .4 .5 . 1 EQUIPMENT OR MATERIALS INSTALLEO OR FURNISHED WITHOUT THE PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR MAY BE REJECTED AND SUCH MATERIALS REMOVED FROM THE SITE AT NO EXPENSE TO THE OWNER/DEVELOPMENT. APPROVAL OF ANY ITEMS, ALTERNATIVE, OR SUBSTITUTION INDICATE ONLY THAT THE PRODUCT($) APPARENTLY MEET THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS ON THE BASIS OF THE INFORMATION OR SAMPLES SUBMITTEp. 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. 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 OWNER/DEVELOPMENT FOR A PERIOD OF ONE YEARS FROM THE DATE OF ACCEPTANCE BY THE OWNER/DEVEI.OPMENT. • 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 QR WORKMANSHIP WHICH MAY DEVELOP DURING THE PERIOD OF 1 YEAR 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 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. I 1.5 1. 5 .1 .1 .2 .3 1 .6 .1 .2 1 .6.1 .1 .2 .3 .4 .5 1 .6 .2 .1 .2 1. 6.3 .1 B. C. PROJECT: {PROJECT NAME) LOCATION: (LEGAL DESCRIPTION OF PROJECT PROPERTY) SIGNED ___________________ _ TITLE: ____________________ _ ADDRESS ___________________ _ TELEPHONE: ________ _ DATE AND SIGNATURE. _____________ ....:_ __ OBSERVATION: INSPECTION SCHEDULE IN ALL CASE$ WHERE OBSERVATION OF THE SPRINKLER SYSTEM WORK IS REQUIRED AND/OR WHERE PORTIONS OF THE WORK ARE SPECIFIED TO BE PERFORMED UNDER THE DIRECTION AND/OR OBSERVATION OF THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR, THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR AND THE CITY LANDSCAPE INSPECTOR IN ADVANCE FOR THE FOLLOWING INSPECTIONS, ACCORDING TO THE TIME INDICATED: A. B, C. PRE•JOB CONFERENCE • 7 CALENDAR 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 • 48 HOURS . NOTIFY THE CITY OF CARLSBAD 24 HOURS IN ADVANCE OF BEGINNING OF WORK. . NOTIFY THE CITY OF CARLSBAD 24 HOURS IN ADVANCE OF; BEGINNING CONSTRUCTION • WHEN INSPECTIONS HAVE BEEN CONDUCTED BY OTHER THAW 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 $95.00 PER HOUR (PLUS ANY TRANSPORTATION COST) FOR THE INCONVENIENCE. NO FURTHER INSPECTIONS WILL BE SCHEDULED UNTIL .THIS CHARGE HAS BEEN PAID. TESTING: GENERAL FURNISH ALL N1ECESSARY TESTING EQUIPMENT AN1D PERSONNEL TO MEET TESTING REQUIREMENT. CORRECT ALL DEFECTS AND RE-EST UNTIL ACCEPTANCE BY OWNER. TESTS MAKE HYDROSTATIC TESTS ONLY •IN THE PRESENCE OF THE REPRESENTATIVE OF THE OWNER/DEVELOPMENT AND THE. CITY INSPECTOR. AIR PRESSURE CHECK ALL LINES THAT COULD WEAKEN OR DAMAGE ANY MAJOR STRUCTURES OR. HARDSCAPES, IF WATER WERE USED. NO PIPE SHALL BE BACKFILLED UNTIL IT HAS BEEN INSPECTED, TESTED, AND APPROVED BY THE CITY INSPECTOR. FURNISH NECESSARY FORCE PUMP AND ALL OTHER TEST EQUIPMENT. TEST ALL PRESSURE MAINLINES UNDER A HYDROSTATIC PRESSURE OF 150 P.$,1. 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 $HALL BE TESTED UNDER A HYDROSTATIC PRESSURE OF 150 P.$.1. AND PROVED WATERTIGHT, PRIOR TO THE PAVING OPERATION. AD.IUSTING SYSTEM THE CONTRACTOR SHALL FLUSH AND ADJUST ALL IRRIGATION HEADS AND VALVES FOR OPTIMUM PERFORMANCE AND TO PREVENT OVEASPRAY 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 HAVE ADJUSTMENT MADE, PRIOR TO PLANTING. COVERAGE TEST WHEN THE IRRIGATION SYSTEM rn COMPLETED, PERF·ORM A COVERAGE TEST IN THE PRESENCE OF THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR AND THE . CITY LANDSCAPE INSPECTOR, 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 PLANS dR WHERE THE SYSTEM HAS BEEN WILLFULLY INSTALLED AS INDICATED ON THE DRAWINGS W.HEN 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 COVE!R IS PLANTED. 1 ,- . ::--:: -. . . ----- 1.6.4 .1 1.6,5 1. 7 1. 7 .1 .1 .1 .2 .3 .4 .5 .6 .1 .8 .9 1,7.2. .1 .2 11,7,3 .1 FINAL ACCEPTANCE WHEN ; ALL WORK UNDER THIS CONTRACT HAS BEE"1· 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 HI$ RESPONSIBILITY OF WARRANTY •. MINOR ADJUSTMENTS MINOR ADJUSTMENTS (LEVE'LLING AND CLEAN'ING SPRINKLER HEADS, VALVE BOXES, EAC"" INCLUDING PROTECTION FROM VANDALISM)· W_ILL BE M 01:: BY THE CONTRACTOR AFTER ACCEPTANCE OF THE SYSTEM ANO DURING T_HE WARRANTY PERIOD. RECORD DRAW·INGS: RECORD DRAWINGS RECORD DRAWINGS SHAt:L BE PREPARED ANO 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 PAINTS OF THE IRRIGATION DRAWINGS, ALL CHANGES IN WORK CONSTITUTING DEPARTURE$ FROM THE ORIGINAL CONTRACT DRAWING$, INCLUDING CHANGE$ IN 60TH 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 ARE APPROVED, TRANSFER ALL INFORMATION TO A SET OF REPRODUCIBLE SEPIA MYLAR DRAWINGS SUPPLIED AT COST BY THE LANDSCAPE ARCHITECT. DIMENSION FROM TWO PERMANENT POINT$ OF REFERENCE (BUILDINGS, MONUMENTS, SIDEWALKS, CURBS, PAVEMENT). POST INFORMATION ON AS•BUILT DRAWINGS DAY TO DAY AS THE WORK 1$ INSTALLED, ALL DIMENSIONS NOTED ON DRAWINGS SHALL BE 1/4 INCH II-I 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. B. C. D. E. POINT OF CONNECTION ROUTING OF IRRIGATION PRESSURE MAINLINES (DIMENSION MAXIMUM 10 FEET ALONG ROUTING AND ALL DIRECTIONAL CHANGES.) GATE VALVES. IRRIGATION CONTROL VALVES 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 PROFESSION/I, MANNER. RECORD CONSTRUCTION; DRAWINGS SHALL BE MAdTAINED 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 WITHm 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 IN SUFFICIENT DETAILS TO PERMIT QUALIFIED OPERATING PERSONNEi. TO UNDERSTAND, OPERATE AND MAINTAIN ALL EQUIPMENT. INCLUDE SPARE PARTS LIST AND RELATED MANUFACTURER INFORMATION FOR EACH EQUIPMENT ITEM INSTALLED. EACH MANUAL $HALL INCLUDE THE FOLLOWING: A, INDEX SHEET STATING CONTRACTOR'S ADDRESS AND TELEPHONE NUMBER. B. DURATION OF GUARANTEE PERIOD C. LIST OF EQUIPMENT WITH NAMES AND :11.DDRESSES OF MANUFACTURER•s LOCAL REPRESENTATIVE. D. COMPLETE OPERATING AND MAINTENANCE INSTRUCT'IONS ON ALL MAJOR EQUIPMENT. IN ADDITION TO THE MAINTENANCE MANUALS, PROVIDE THE MAINTENANCE PERSONNEL WITH INSTRUCTIONS FOR MAJOR EQUIPMENT AND SHOW WRITTEN EVIDENCE TO THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR AT THE CONCLUSION OF THE WORK THAT HIS SERVICE HAS BEEN RENDERED, CHECK LISI COMPLETE THE FOLLOWING CHECKLIST AT THE END OF THE PROJECT, USING THE FORMAT SHOWN: APPROVED fy , /:n$) ,Qz;I Ac{; ©-8-'16 ENGINEERING PLANCHECKER DATE 1,8 1 .8.1 1.8.2 1.8.3 1.8.4 i.8.5 1. 8.6 1.8.7 1 .8 .8 1.8 .9 1.8.10 1.8 .11 1.8.12 1.8 .13 A. B. C. D. E. F. G. H. I. J. PLUM'BING PERNIITS (F NON'E REQUIRED, SO NOTE} MATERIALS APPROVAL PRESSURE MAINLINE TEST (BY WHOM AND DATE) · AS-BUILT DRAWINGS COMPLETED (RECEIVED BY ANID DATEI 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 IN'STRUCTIONS (RECEIVED BY AND DATE) MANUFACTURER WARRANTE'ES (RECEIVED BY AND . DATE) WRITTEN GUARANTEE BY CONTRACTOR (RECEIVED BY ANID DATE) .2 FORWARD SIGNED AND DATED CHECKLIST TO LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR BEFdRE FINAL ACCEPTANCE OF PROJECT. GENERAL REOl;HREMENIS· CODE REQUIREMENTS SHALL BE THOSE OF S'TATE AIN'Dj M'UNICl'PAL CODES AND REGULATIONS LOCALLY GOVERNING THTS WORK, PROVIDING THAT ANY REQUIREMENT$ 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. EXTREME CARE SHALL BE EXERCISED IN EXCAVATING ANID WORKING IN THE AREA DUE TO EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES CAUSED BY HIS OPERATIONS. CONNECTIONS SHALL BE MADE AT APPROXIMATELY THE LOCATIONS SHOWN ON THE DRAWINGS, CONTRACTOR SHALL BE RESPONSIBLE FOR MINOR CHANGES 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 I 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 INSTALLED DIRECTLY OVER ONE ANOTHER, DIELECTRIC BUSHINGS SHALL BE USED fN ANY CONNECTIONS WITH PIPING OF DISSIMILAR METAL MATERIALS, POINT OF CONNECTION SHALL BE APPROxtMATELY AS SHOWN O'N 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•tJSE WATER LI~$ MUST BE OBTAINED 48 HOURS IN ADVANCE, IN WRITING FROM THE OWNER/DEVELOPER, THE CONTRACTOR SHALL RECEIVE INSTRUCTIONS FROM THE OWNER/DEVELOPER, AS TO 'l"HE EXACT LENGTH OF TIME OF EACH SHUT-OFF. CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONDITIONS, MAINTENANCE. THE ENTIRE IRRIGATION SYSTEM SHA'LLI BE UNDER FULL AUTOMATIC OPl:RATION FOR A PERIOD OF 7 DAYS PRIOR TO ANY PLANTING. . THE WORK SHALL BE ACCEPTED l'N WRITING 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. WHEN ANY ITEM APPEARS ON THE PLAN AND NOT IN THE SPECIFICATIONS, OR IN THE 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. SERVICE BY THE CONTRACTOR; THE CONTRACTOR SHALL SERVICE THE SYSTEM AT THE OWNER"S REQUEST DURING THE GUARANTEE PERIOD AND SHALL BE PAID FOR WORK PERFORMED WHICH IS NOT COVEAED BY THE GUARANTEE. IF REQUESTED BY THE OWNER, THE CONTRACTOR SHALL FURNISH THE OWNER WITH A SCHEDULE OF SERVICE FEE FOR ADDITIONAL WORK REQUESTED OUTSIDE OF THE GUARANTEE. PART 2 · PRODUCTS 2., MATERIALS: 2 .1. 1 PIPING: PIPE SIZES SHOWN ARE NOMINAL INSIDE Di:11.fflETER UNLESS OTHERWISE NOTED. .1 POLYVINYL CHJ OBIQE PIPE POTABLE• APPR0\7ED FOR PL.11.NTING ),ND IRRIGATION ONLY, INCLUDING PRECISE I.,OCATION OF' PLi\NTING· A,REi\S. SPECIFICATIONS "AS BUil T" ROE ___ ElCP. ____ _ REVIEWED BY: INSPECTOR OATE DATE l---+--+------------1-----1------t---t---t[~ CITPYAN2I ~t~~~AD ~ LANDSCAPE IMPROVEMENTS FOR: PLANNING AREA 26S AV RA PHASE 11 Fwr1h J.venn ~• c.nl•r·l---+---+------------------+--+--+---+----t !======~~;;c;::::::;,F======s:;"?'===/-===, 1SS1 Fo,ul'lh Av'°nueiSulte:2'00 1---+---+------------------+--+--+---+----t APPROVED San D~o. CA 92101 (619) 239-~450/FAX 23!Hl107 1---+--+--------------------t---+--+-----t---"I ASSISTANT PLANNING DIRECTOR ................ ~. F'larrir,g ~-f-0B4-S=;:;==-:=::;~=~~:::::::::::=~~~~~ -~ r~ OWN B"· ----1 PRo.EcT No. I DRAwrNc wo. l>AlE IHlllAI. DAlE IHlllAI. OA1£ ~llAL CHKD BY: --- ENGmEER or WORK RE\llSION ;DESCRIPTION 1--0-™ER_..c_APPR.J..C.;;..;o~;;.:-'L::.+...:an-c..;..;; __ ..L.-'O>l-AL-i l!R:!..!VWD=..!:B~Y:-'-': ==:::J CT 90-36 329-6L ' C.M.W.D. 91-507'. & 92-502 I : I ' I I I ' I I I ! . ' ; . ' r I ! .2 2.1.2 .1 .2 2.1.3 .1 2.1.4 .1 ,,2.,.5 .1 • 2 .3 2.1.6 . 1 2.1. 7 .1 (1) PVC PLASTIC PRESSURE LINES: FOR PlPING UPSTREAM OF REMOTE CONTROL VALVES AND QUICK COUPLERS. ALL ONE AND ONE-HALF (1 1/2) INCHES AND SMALLER 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 CON1NECTl0NS: TYPE H, GRADE 1, SCHEDULE 40, HIGH IMPACT MOLDED FITTINGS, MANUFACTURED FROM VIRGIN COMPOUNDS AS SPECIFIED FOR PIPING, TAPERED SOCKET OR MOLDED 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 AND SCHEDULE OF MATERIAL, AND NATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVAL. PVC FITTING SHALL CONFORM TO ASTM D2464 AND 02466. BRASS PIPE FITTINGS AND CONNECTIONS: STANDARD 125 POUND CLASS 85% RED BRASS FITTINGS AND CONNECTIONS. COPPER PIPE AND FITTINGS: WHERE INDICATED ON THE DRAWINGS, COPPER PIPE SHALL BE TYPE "K" SWEAT SOLDERED PIPE. RISERS; ALL SPRINKLER HEADS $HALL HAVE RISERS ANO SWING JOINTS A$ SHOWN IN THE DETAIL DRAWINGS. ALL RISERS AND SWING JOINTS SHALL BE MANUFACTURED BY DURA OR EQUAL, SCHEDULE 80 FITTINGS. EIIIINGS: FITTINGS, IN GENERAL, FOR ALL INSTALLATIONS $HALL BE CONSIDERED INCIDENTAL TO THE CONTRACT PRICE ANO SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL OF REOUIREO 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 EQUAL. ANG.LE CONTROL YALYE ANGLE CONTROL VALVES SHALL BE OF TH'E MANUFACTURER SHOWN ON THE DRAWINGS OR APPROVED EQUAL. EACH ANGLE VALVE SHALL HAVE UNIONS. VALVE BOX: 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 V.t..LVE COVER. .. (RCV BOXES SHALL HAVE LOCKING COVERS) OTH!.R BOXES SUCH AS PULL BOXES, ETC. SHALL BE MARK ACCORDINGLY. 2.1.8 SPRINKLER HEAD: 2 .1.9 .1 2.1.10 2.1.11 2.1.12 2.1.13 .1 .2 SPRINKLER HEADS SHALL BE AS REQUIRED ON TttE DRAWINGS O'R 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 o,R 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 GENERAL REQUIREMENTS: 3. 1.1 LOCATIONS ON DRAWINGS ARE DIAGR•AMMATIC AN•D APP'ROXIMATE ONLY, ANO SHALL BE CHANGE.D ANO ADJUSTED AS NECESSARY AS DIRECTED TO MEET EXISTING CONDITIONS ANO OBTAIN COMPLETE WATER COVERAGE. LOCATE ANO STAKE ALL WORK ANO OBTAIN APPROVAL OF THE ARCHITECT BEFORE INSTALLATIONS. 3.1. 2 INSTALL AND EXTEND SYSTEM AS SHOWN ON TttE DRAWINGS, AND AS NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS ANO SPECIFICATIONS. 3.1.3 3.2 3.2.1 • 1 .2 .3 LOCATE LINES, VALVES AND OTHER UNDERGROUND UTILITIES AND RECEIVE THE APPROVAL OF THE ARCHITECT BEFORE DIGGING TRENCHES. INSTALLATION OF IRRIGATION SYSTEM: EXCAVATION AND BACKFILLING OF TRENCHES: EXCAVATE TRENCHES, PREPARE SUBGRADE, AND BACKFILL TO LINE AND GRADE WITH SUFFICIENT ROOM FOR PIPE FIT.TINGS, 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 TRENCHING THROUGH AREAS WHERE TOPSOJt. HAS BEEN SPREAD: DEPOSIT TOPSOIL ON ONE SIDE OF TRENCH AND SUBSOIL ON .6 BACKFILL TRENCHES, AFTER APPROVAL OF Pl'PIHG, WITH SUITABLE AND APPROVED MATERIAL, TAMPING SOIL AROUND PIPE AND THOROUGHLY COMPACTING ALL TRENCH FILLS UNTIL 90% COMPACTION HAS BEEN ACHIEVED • . 7 BACKFILL MATERIAL SHALL BE AN APPROVED SOIL, FREE FROM ROCKS AND CLODS 1/2" AND LARGER. .8 CONTRACTOR SHALL NOT INSTALL PIPE ACROSS CONCRETE DRAINAGE SWALE. CONTRACTOR SHALL JACK OR BORE UNDER SWALE TYPICAL. 3.2.2 3.2.3 .1 .2 .3 .4 .5 .7 .8 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 ANO 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 ANO RlaJOINED 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 ENOS AND FITTJNGS 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-SIOE 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 lN THE PIPE UNTIL INSPECTIONS HAVE BEEN COMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOLVENT WELD SETTING AND CURING. .9 PLASTIC TO METAL JOINTS SHALL BE MACE WITH PLASTIC MALE ADAPTERS, METAL NIPPLE HAND TIGHTENED, PLUS ONE TUR'N WITH A STRAP WRENCH . .10 PLASTIC TO PLASTIC JOINTS; SOLVENT•WEL'O, USING SOLVENT RECOMMENDED BY PIPE MANUFACTURER ONLY. .11 .1 .2 SOLVENT-WELD JOINTS: ASSEMBLE PER MANUFACTURER'S RECOMMENDATION. INSTALLATION Of BRASS PIPE: CUT BRASS PIPING BY POWER HACK'SAW, 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 TEFLON TAPE ON MALE THREAD ONLY. TIGHTEN SCREWED JOINTS WITH TONGS OR WRENCHES. CAULKING IS NOT PERMITTED 3.2.4 VALVES: .1 .2 3.2.5 .1 .2 3.2.6 3.2.7 .1 .2 3.3 ALL VALVES SHALL BE INSTALLED AS SHOVIIN IN THE DETAILS ANO IN ACCOFIOANCE WITH MANUFACTURER'S RECOMMENDATIONS ANO 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 011 ALL HEADS SHALL BE ADJUSTED TO SUIT ANY PARTICULAR CONDITIONS OF THE AREA. THIS $HALL BE DONE AFTER THE SYSTEM HAS BEEN THOROUGHLY TESTED, IMMEDIATELY AFTER WRITTEN NOTIFICATION BY THE ARCHITECT TO DO SO. INVERTED HOSE BIBB; INSTALL ALL IN'l1ERTED HOSE BIBBS AS INDICATED ON DRAWINGS AND AS DIRECTED. SET ALL VALVE$ PLUMB ANO TRUE TO FINISH GRADE AND A MAXIMUM OF 6 INCHES FROM PAVING, WALKS, HEADERS OR CURBS, ANO AS SHOWN ON PLANS AND AS DIRECTED. BACKFLOW PREVENTER: BACKFLOW PREVENTER ASSEMBLY SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, LOCATED AND AS DIRECTED ON DRAWINGS, ANO SHALL CONFORM TO ALL APPLICABLE CODE AND ORDINANCE REQUIREMENTS. EXACT LOCATION ANO POSITIONING SHALL BE VERIFIED ON THE SITE BY THE ARCHITECT AND THE CITY OF CARLSBAD. CLEAN•UP: AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL A'REAS 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 • OPPOSITE SIDE. ' ' " '{.{ ~ ' , ~ " ~ ~ ; I '( r }Ji;:::,.. SUBSOIL $HALL BE FREE OF ALL ROCKS AND CLODS 1/2 INCH IN / r• ISQ~ .4 DIAMETER, DEBRIS, ANO LITTER, PRIOR TO USE AS BACKFILL WHERE ' / ,-;-;,; / 7~ ' so INDICATED ON DETAIL. -d. I .~Ak ' REPAIR ANY LEAKS AND REPLACE ALL DEFECTIVE·PIPE OR FITTINGS Sig,{iatu~ ' UNTIL LINES MEET TEST REQUIREMENTS. DO NOT COVER ANY LINES ,\-l< " 7 /?r.J /a? ·, ~ .5 UNTIL THEY HAVE BEEN INSPECTED AND APPROVED FOR \\ ,,,.-,' Darv • TIGHTNESS, QUALITY OF WORKMANSHIP AND MATERIALS. • ,: ~ :;, 7, !1.-----------------------------------------------------------------------PJ✓-~---■ ~ ~~ . I L" 1r,1[$A CLUE.PRINT APPROVED Q tl&;,tu &, ENGINEERING PLANCHECKER $-fl:93 DATE j APPR0\1ED FOR PLi1,NTING .L\ND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF' PL.6.NTING ."i.REAS. • SPECIFICATIONS "AS BUil T" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE 1-----+----+------~--;--------;----t--~I ·pi=i§IT==l'..=:=CI=T=Y=O=F=CA=R=l.S=B=AD==:'...'.;I=,,-~' r-7 PLANNING DEPARTMENT '-V LANDSCAPE IMPROVEMENTS FOR: PLANNING AREA 26S ,.,,~ YIARA PHASE II . 1 D'ATE ' 01-lE IHl11AL OICINW! OF WORK REVISION DESCRIPTION !lAlE INl11AL 01-lE 1111W. OTHER N'f>R0VAI. QTY APPROVAL ,I DRAWING l'ilO. 329-6L C.M.W.O. 91-507 & 92-502 I ,· ' ' '. ~ 7'"-•tHlr------ '4-...; ENDS n<ll• lurt,,,d Ground 24 Mln.-12 a Lor~ Pipe { . . . . 1 a• Min • 10• a Srnollor lp4 A---A TEES s• Min. Undhlur~d Ground ·. ·cROSSES SECTION BENDS, TEES, B CROSSES L . . . ,. 90" !'l«,d 4!:i' Bond• 2Z 8•n<lo Ten Cop, Sixt A A B A B A 8 C D e· 4" s· 2· s· 6" 6" a" 14" ,o· 6" ·e---3" e· s· 8_ .... 10· 20" 12° a· ,o· ·o~ 9• 9" 12· 12· 27" 9" 18° 14° · 10· 12" s· 10 11· 14°. 14• C 3~• 11· 12" 12" 20" 16° 12" 14" . a" I 1". 14" 16. 41 14 14 DETAlL THRUST BLOCK M 3/4., METER BY ·OTHERS TO RESIDENCE .. --·~· ~-➔ ::. . ~ . 1" BALL VALVE SEE cn DETAIL M >-.--f.--------- Cl) ......__1" REDUCED PRESSURE BACKFLOW PREVENTER ~EE DETAIL '.\2 , PRESSURE REGULATOR SEE DETAIL . E EQUIPMENT ARRANGEMENT FOR· P.O~C. AT RESIDENTIAL LOTS ' CONDUIT WIRE RUN. PULL BOX 1 8" UNMORTARED PLAN VIEW BRICK F.OUNDATION / •' . • . "' . • -. a:, - r -- I 3• I <-- NOTES . 1. INSTALL PULL BOXES AS SHOW "' - LOCKPIBLE TOP SIZE: 9-1/2" X 16" LOO p CONTROL WIRES INTO BOX. ALL SPLICES ARE BE MADE IN PULL BOXES OR REMOTE CONTROL VALVE BOXES. BEDDING MATERIAL .CONTROL WIRIE RUN 2. AT JUNCTIONS WHERE RUNS C SINE, SPLICE COMMON GROVND IN PULL BOX. 3. PULL BOX COVER SHALL BE RMANENTLY MARKED "ELECTRIC" 4. CONDUCTORS FOR EACH TROLLER CLOCK SHALL BE HARNESSED SEPARATELY AND ATS ICIENT INTERVALS TO MAINTAIN A DEFINITE BUNDLE . 5. ALL SPLICES SHALL 8 ADE WITH A PROPERLY SET MECHANICAL SPLICE CONNECTOR ENTIR ENCLOSED IN SELF-CURING RESIN AND SHALL BE COMPLETELYW R PROOF. 6. ALL SPARE WIR NDS SHALL BE INSULATED IN THE SAME MANNER AS WIRE SPLICES. . .. 7. IF SPECIF! , ALL SPLICES Sr!ALL BE SOLDERED WITH METALLIC ALLOY SOLDER PRIOR T NSTALUNG CONNECTORS. . 8. WIRE NOLES INSIDE PULL BOXES $HALL BE AT LEAST 4 INCHES FROM THE UND SIDE OF THE BOX COVER. MINIMUM SIZE PULL BOX SHALL BE AS SHOWN A VE. LARGER BOXES MAY BE NECESSARY TO MEET 4• CLEARANCE OUIREMENT. J ELECTRI.CAL PULL BOX , I ·-· --BALL VAL VE ' ., t / IRRIGATION LEGEND xv \1/ [><) 'v w • TORO 570S STREAM SPRAY W/35 DEG. NOZ. F,H,Q. INSTALL W/FACTORY CHECK VALVE 13' TORO 570S FLAT STREAM SPRAY W/10 DEG. NOZ. F,H.Q. INSTALL WI FACTORY CHECK VALVE 12' fORO S700 FO 314' FIPT YiN FAOTORY O1 ·IccK VALVE (C.0 P,10Z./ FUL..L) 'FORS S'788 PG 9,14• FIP"f YW FAG"fGRY GHi;;GI( VALV!;; fa.9 ~102)I IALF) TORO S789 PO S,'=t' FIPT 'NI FACTORY GI tEGK VALVE (1.6 ~~O2)0UAR:V.) TOOO i799 PG a,14• r;;112r \AN J;AGTORY GH~CK VA LV~ (1 Jj NOl)QUART.) ' i CHAMPION #300 MANUAL CONTROL VALVE 14 l-ti::.f ~.!5\26".:;, . l.D ,..:10,~ e eAl.L Y.Al--.vE 1" SIZE FEBCO 825Y REDUCED PRESSURE BACKFLOW PREVENTER AND 'WYE" STRAINER CHAMPION 1·401 LK HOSE BIB W/ 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) PREC'IP. 20 1.8, 1.0,.60 .69 30 1.8;1 .,o,.60 1.13 A A C M D E .F ----SCHEDULE 40 PVC MAINLINE (MIN. 18" COVER) FOR 1-1/2" AND SMALLER AND CLASS 315 FOR 2" AND LARGER ·-a POINT OF CONNECTION OF EXISTING MAINLINE TO NEW MAINLJINE STATION NUMBER GPM ~---4-VALVE SIZE VALVE GPM APPROVED & +hs).QM & ENGINEERING PLANCHECKER $-8-'iS DATE APPR0\1ED FOR PLP.NTINC~ ,;ND IRRIGA1'ION ONLY, INCLUDING PRECISE LOCATION OF' PL.t-i.NrflNG i\RE~I\S. • ' 1LEGEND & DETAfLS "AS BUil T" RCE ___ EXP. --'----OAlE REVIEWED BY: INSPECTOR DATE l 'I ,I "'- ' I. I ,. ' I SH~.ET I CITY OF CARLSBAD I ~~TS ... I .. r-------,,-----,.-----------------+--+---+---+---t V PLANNING OEPARlMENT J<.V . t----1:----t-------,-.-~--------+--+---+--+-~--I . I LANDSCAPE IMPROVEMENTS FOR: PLANNING AREA 26S VIARA PHASE II DATE DRAv.lNG NO. 329-6L : i , > = ... _____ ..-.ii-------------------------------mal--!!l!!lllii --~:1: !li!i!!ll!!Bl!l!!!ll!!l ______ .. _________ l!l!lll _________ !!!R_l!!!IB ____________________________ ,.-, ... r U, Mf.SA,!ILUEPRINT C.M. W .D. 91-507 , & 92-502 """' __ .......... __ -a __________ ..._. ________ ........... ______________ ...._111111111111111 ,I .. J, ._,, ... -. ' NOTE:FACTORY ASSEMBLED SWING JOINT AS MANUFACTURED BY .DURA, LASCO -OR EQUAL IRRIGATION DURA PVC HEAD MODEL + SIZE GRADE 700 SERIES #007-9-0 3/4" SCH 40 570 SERIES #005-9-0 1/2" SCH 40 SOL VENT WELD (SLIP X SLIP) SWING X SLIP-,,..c SCH 80 PVC PIPE ~ 9c/ELL (SWING X SWING) EXTRUDED f" SCH 80 NIPPLE 90' ELIL (SLIP X SLIP) 90.ELL (FIPT X SWING) MALE FITTING ADAPTER (SWING X SPIGOT) SCH 80 PVC PIPE,12" SWING JOINT B SPRAY HEAD OR ROTOR HEAD #4 REBAR TO 2-4" DEPTH ----- SPRING LOADED CHECK VALVE AS REQUIRED TO PREVENT LOW HEAD DRAINAGE; USE FACTORY CHECK VALVE IF - AVAILABLE -VERIFY WITH LEGEND-------,_ PVC FtTTlNG-----. PVC LATERAL (COVER AS NOTED N LEGEND) SCH 80 PVC NIPPlE HEAD ON RISER. NOTES: • 1. EXCEPT AS SHOWN, THER::: SHALL BE NO FITTINGS OR CUMECTl~NS TO OTHER,FACILITlES BETWEEN TI-1E METER 1ND'BACKFLOW ASSEMBLY. 2. S. 4. THE BACK FLOW PREVENTER ASS8JiBLY MUST BE INSTALLED A MINIIJIUM OF (6") AND NOT TO EXCEED A MAXIMUM O~bTWO FEET (2') FROM THE METER EXCEPT WHC:RE THIS WOULD REOUIRE THE BACKFLOW ASSEMBLY TO BE INSTALLED IN A PUBLIC RIGHT-F·WAY, IN WHICH CASE; THE BACKFLOW ASSEl,1BLY MUST INSTALLED A MAXIMUM OF TWO FEET (21 INSIDE THE PROPERTY LINE. TYPE K HARD OR TYl;'E L HARD COPPER OR BRASS WITH SOLDER JOINTS OR THREADED MUST BE USED BETWEEN THE METER AND BACKFLOW ASSEMBLY. PRECEDING THE NUMBER ONE SHUT OFF VALVE, CONNECTION MUST BE l~ADE WITH A COPPER OR BRASS RISER OR BRASS 90 DEGREE ELBOW. SHUT OFF VALVE MAY BE PRECEDED BY A COPPE'l OR BRASS NIPPLE A"JDIQR A BRASS UNION. RtSER !JUST BE MADE OF SUFFICIENT LENGTH THAT THE BOTTOM OF THE BACKFLON ASSEMBLY IS TWELVE INCHES (12") TO THIRTY-SIX INCHES {36") ABOVE GRADE IN AN AREA NOT SUBJECTED TO FLOODING. 5. ·FOLLOWING 11-IE NUMBER n1vo SHUTOFF VALVE, THE CONNECTION MUST BE MADE WITH A COPPER OR BRASS90 DEGREE ELBOW TOA COPPER OR BRASS90 DEGREE ELBOW. SHUTOFF VALVE MAY BE FOLLOWED BY A COPPER OR BRASS NIPPLEA"JD!OR A BRASS UNION. RISER MUST BE MADE OF SUFFICIENT LENGTH TI-lAT TI-lE BOTTOIJ OF THE BACKFLOW ASSEMBLY IS TWELVE INCHES (,2") TO THIRTY-SIX INCHES (36") ABOVE GRADE IN AN AREA NOT SUBJECTED TO FLOODING. 6. 7. IF BACKFLOW ASSEI.IBLY IS TO BE INSTALLED ON A SLOPE WITH A HORIZONT:A.L TO VERTICAL RATIO OF 4:1 OR GREATER, A TWO FOOT (2') HIGH RETAINING WALL MUST BE BUILT SURROUNDING THE ASSEMBLY. ASSEMBLY MUST BE LOCATED IN AN AREA NOT SUBJECT TO FLOODING. ONLY THE REDUCED PRESSURE P'RINCIPLE BACKFLOW PREVENTION ASSEMBLIES WHICH HAVE BEEN APPROVED BY THE STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICE, MAY BE USED ON WATER SERVICES V/171,IN THE CARLSBAD MUNICIPAL WATER DISTRICT. APPROVED BACKFLOW---.___ ASSEMBLY W/BALL VALVE BONDING JUMPER-=-c-r-.. (WHEN REO.) D ONDING JUMPER. . {WHEN REO.) ......,_~UNION I 12• MINIMUM se· . ,AXIMUM NOT TO SCALE C (2) GALV. BANOS "FAST-LOCK" OR EQUAL ' PVIC STREET ELL ~~,,.:c...-MARLE:X STREET rn ELL · ~ ~ ;L..-------------------------------------iliillllllilil--1.A M£SA 6LUE!"'~IN'I' , C ~ -:;t;;cOSEt:iilil~..LAWll~ ~ . _, · . ~=m-:.5&.W~ f ==1~$7:~~--- ·--·····--;::vc--pf:=e · ·-~ ·--·-uRION·----------- -:-.=---=--~vc·F1t=e· -t. ____ _ DETAIL MANUAL CONTROL VAL VE VALVE BOX WITH COVER MARKED "GV" (BROOKS MODEL # 3-HL IN MEDIANS, BROOKS MODEL# 1418 WITH --- \ SNAP COVER ELSEWHERE) 1/2" ~ ~F AND 2° ~ GROUNDC9YER AAEAS ' ' I ' PV!C MALE ADAPTER PVC MAI-I---._ (COVER AS NOTEu/·......_ PVC M,6.1.E ADAPTER ~ LEGEND) ~~C::::- 2•,;4•x24• REDWOOD -- 1 CU.FT. f'f.l. GR.l.VEL--- NOTE: USE 4s°ELLS MMEDIATELY OtrrSDE OF VALVE BOX, AS NECESS/a!RY, FOR TRANSl1UN TO REOURED MAN~E DEPTH. PRESS.URE REGULATING VAL VE F ··~-------- ..-~-S'fD'EWAl.K · ' '.! . ' .... ,' --METER fJOX~R CURB--"" I I I • ' I ;/ , i ' . 1Z-M1NfM0M PrDTJ\BLES~R~E Li1'JE--'-'""'-'-""'""'-:2..4i I 110' MJNfMUM to POTABLE M'A1'/W..f'fff:1W ' • I RECLAIMED WATEFIIRRIGAT10N W.1Nl.11VE W/SLEEVE' -- NOTE: . I.·· •.. ··. . VERT7CLECLEARA1"/CEOF1'2.'MIMMl.lM/$MmDATORY'MEJll'CFNJSSt,,/GPJi,#, OF A POTABLE WATER LINE. INSTALLATION OF RECI.A/MED WAT!:R IRRIGATION MAINLINE 24" FROM FACE 01" SIDf:WALK WILL PROVIDE THE NECE$SARY 1'0' HORIZONTAL CLEARANCE FROM POTABLE MAINUNE IN TH.E ,srREET. .POTABLE,.SEB,.VJG£ L"f/NE CROSSING ' STREET SURFAtE _, ~'--, .· ., .. • ' POTABLE MA/NUN£; . . 3.SFEET (SEE /MPROVEMENlORA'WfNGSJ7 ~ .. • '< l.o . . . , ·I I 12• MINIMUM REQUIRED VEFiTICLE.SEPARATION-r @..,•_"_ ................ S'LEEVE RECLAJME.D WATER /FiRJGATJCJN MAfflf/!.INE ¥ .. NOTE: , . I ALL RECLAIM~OWAiER /RRX!ATION P/P!'i ANO St!'i!:VES SHALL BE PURPLE ANO LABELEQ AS SPECIFIED IN: ' "STANDARD SPSC/FICA TIONS FbR PRIVA ~ IRRIG.ATIC!N SYSTEMS" "CARLSBAD RECLAMATiON RULES AND REGULATIONS FOR , CONSTRUCTION CF RECLAIMED WATER MAINS" JUN/: 1991 , POTABLE MAINLINE CROSSING, • • DETAILS. "AS BUil T" . C APPR0\1ED FOR PLiiJ'>iJTINC; l1.ND IRRIGATION ONLY, INCLUDING PRECISE LOC1-\TION OF' PL.4.NTING i\RE.4S. RCE. EXP.--~-DATE APPROVED REVIEWED BY: 0 t±Js1i rod if2 e,-q..q:=, ENGINEERING PLANCHECKER DATE INSPECTOR DATE t-----1--+----------~---+----t---t----t----a W CITXA£1[G'. ~~~~N~AD ~ LANDSCAPE IMPROVEMENTS FOR: PLANNING AREA 26S !AR PHASE II C.M.W.O. 91-507 & 92-502 " ' ~L. fv5{v~, ~ 1211 o;,,, ~s e:,,J,,.1., <6FL, 's,' \£!'a:, I I I ' I I I I I I I I I I ! I I I I ' I I i I I I 18 'Fourth Avenue .Corporate Cl:loter 1551 Fourth Avenue/S,.uite 200 San Diego, CA 92101· {619) 239-2450/FAX 239-01.07 Landscape Nohiteoture • Planning --=/P9>/-03/ y ' l i i t . ' ' I i ' ' ' I I \ I i ' I I 40' O' ----------\ \ \ ' ' \ ' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1/ I I j ! ! ' !. I I I I f I I ' l ' 40' . 8~~ ---GRAPH IC SCALE: 1" =40' 38 -,, I R/1:..L --- REVIE'M:D BY: X "AS BUILT" EXP. __ _ DATE , INSPECTOR DA TE \. \ APPROVED ~ ,1_ .... s""'"."""~""'·='""'· =-----f>"A-!I3 ~-+--+--------------+--1---~1-.---1----J CITY OF CARLSBAD ~ NOTE: / .....____,_ -~v ENGINEERING PL~N~HECKE_R __ o_ATE -------LANDSC::~1::R::A:::~~s FO~ sTREET T!iEEs sHALL sE RE urREo PER coNo,;r(o 17 APPROVED Fo· R PLt,,NTTINi TG .t-------ir----+------------+-----1----l--~~_J Pld\NNl'NG AREA 26S OF PC RE~,S) NO. 3305. STREET TREES SHALL Bf7PL~ ED . --- BY GUES:f DEVELOPER. ✓ l\.ND IR RIG ATIO N o .. NL Y, . t-------ir----+------------+-----1----l--~~_J L-~=~S::::V~l'FAR*A=P=H=A=SE=U====;a===;zf::::::===! / LOCATION OF PLA_NTING •• fl t· /0,? I INCLUDING PRECISE r-:-:-AP=PR=OV=E~~~"------------.....Laf--!.~:£.,w'+--c-I ho,..AT(;;rl-;;,N;;:;111;-;:;AL--t--------------1--□A-TE--l---lNl-11A-L+-D-ATE--'~IN-1T1-AL_J ~D~WN~BY~:====~=~P~RO;:J:;:EC;:;;T=N~O=. =:;;:::DR=A='M=NG=No:::!. Ir, ~~~~7o~""'o:~;,""tgg'~"'::b6°'------.J..------""".""-------------------------------.,;,_-L .... _~ .... ...;.Ll\~R~1.!E~.~~A.~S~.------~EN:a:1NE!ER~O:F~wo:R~KL_...:R:E:Vl.:S~IO:N~D~E:S:C:R!l:PT:l~ON:. __ J~a:rHE~R~A=PP:!R□:v-A~L1jc~1TYt-,.:P:PR~ov:AL1~~~~~~DD~Bil~~,~~~~l6 .. C~T~9~0~-3~6~;;;lb3~2~9~-~6L~· ~~1·~ )T SCALE 1" = 40' Dec 24, 1991 -08:06:06 C.M.W.D. 91~507 & 92-502 DA' J , , 30 ' l l ' \ \ ! i j i I I i \ \ \ \ \ Fourth Avenue COfPo«H Center 1551 Fourth Awnue/Suite 200 ~-"· $an Dlego, .. CAr,2101 · (619) 239·2450/FAX 239-0107 Lanllsoape Architecture• Planning ~ /-op/ 121 40' O' 40' 80' 120' --- I ! \ \ \ I i;;' \ ,,, \ ) ! <2 \ '-\-~ I , \~~\ \\ i, \\;~~1'-) 'I;,\\~\\ ·~ \ \\ '\\ \✓ ( \ \ \ \\ I\. I \ \ \ \\\ \ 1' \\ '\I \ ' , \ 'l\ \ \\ 1\ \ \ ~\ \ \ \~ \ ~\ ( \ SEE LANDSCAPE IIMPROVEMENT--- DRAWINGS FOR CARLSBAD TRACT NO. 89-37 AVIARA PHASE II FOR EXISTING LANDSCAPE SEE SHEET ?:!:? DRAWING NUMBER 318~9L. p_,)-\, 27 "AS BUil T" \ \ \ \ \ \ \ ' ' ' \ ' \ ----GRAPHIC SCALE: 1"=40' NOTE: STREET TREES SHALL BE REQUIRED PER CONDITION 17 OF PC RESO NO. 3305. STREET TREES SHALL BE PLANTED BY GUEST DEVELOPER. RCE __ _ EXP.-~-DATE REVIEWED BY: PLANTING PLAN INSPECTOR DATE APPROVED .s . H:::roa )'1..1 dl e, -fl ::'fa ENGINEERING PLANCHECKER DATE ~ CITY' OF CARLSBAD I SHEETS I t------t----1--------------f---+-------I--------I-----I ~ PLANNING DEPARTMENT ICP t------t----i--------------f----+--------1--------1-----1 LANDSCAPE IMPROVEMENTS FOR: APP RO \TED FOR P Li~.NTIN G t--""""""+-+----------+----+-+----+---1 PLANNING AREA 26S A ARA PHASE II L4.ND IRRIGATION ONLY, INCLUDING PRECISE 1-----1----+--------------+-----+---+----+---1 APPROVE l,OCATION QF' PL.4-NrfING t----+---+-------------+----+---+-----l-----1 ASSISTANT PLANNING DIRECTOR &]: AR "G' 113 t-----;O:;-;A~lE---r.l°'"Nlll"""A-,-L +----------------+---,-DA..,,.lE:----+-IN...,.111-AL-+--DA-lE-+-IN-lllA-~---DCWNDBY: --PROJECT NO. ORA WING NO. _jr,, L'-'J.. ,D.L~ · REVISION DESCRIPTION HK BY: --CT 90-36 329 SL .. ,. ENGINEER Of WORK . . . OTHER APPROVAL CITY APPROVAL RV\./D BY -·. P ~PL~O~T~S~CA~L~E ~1.::"', -=-4~0~' -~D~e.Lc ~2~4.-1~9~91~-~0~B~,4~7:~04~--------.._ __________________________________________ ,1,,__11111111111 _____________ ...,11-___ ..,_ ____________ ....,1.;,;;,;;;_;;;.;,,;,;;.;,,;;;;.i_;;,.;,.;.;.;,;,;,;,;;,;;,,a.,;;;;;;;;~=~~------;;;;Q;:,:;;&;;;;;;;9;;;;2;;;;5;;;;0;;;;2;:J C.M.W.D. 91-5 7 - SECDQNQ?ff) LANDSCAPING PART I • GENERAL 1. 1 GENERAL CONDITIONS: THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVl'SION 1, ARE A PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK AND APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1 .2 SUMMARY; THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFOR'M THE WORK INDICA.TED ON THE DRAWINGS AND AS SPECIFIED. . . , BELATED WORK: IRRIGA.TION SECTION 02441 1.3-SUBMITTAL$, UPON BEING AWARDED TRE PROJECT, T'H'E COHTRACTOR SHA'LL su,B'l'v'IIT A UST OF SOIL AMENDMENTS, FERTILIZERS, PLANT MATERIALS, SEEDS, ANO HYDROMULCH COMPONENTS WITH QUANTITIES OF EACH WITHIN 15 DAYS FROM AWARD OF CONTRACT. 1.4 GUARMHEES AND REPLACEMENTS: • 1 .2 . 3 .4 SHRUEIS VINES AND GROUNDCOVERS SHALL BE GUARANTEED TO REMAIN' HEALTHY AND VIGOROUSLY GROWING FOR ONE GROWING SEASON OR SIXTY (60) DAYS, WHICHEVER COMES FIRST. ALL TREES THAT HAVE BEEN SUPPLIED AND INSTALLED UNDEA THIS CONTRACT SHALL BE GUARANTEED TO LIVE IN A I-IEALTHY CONDITION FOR A PERIOD OF ONE (1) YEAR FROM DATE OF Fl:'.AL ACCEPTANCE OF PROJECT. IF TREES ARE ALSO SUPPLIED BY I HE OWNER, THE GUARANTEE SHALL APPLY AS STATED ABOVE. ALL PLJ.NTS FOUND TO BE OEAO ANO ALL PLANTS NOT IN .A VIGOROUS CONDITION NOTED WITHIN THE GUA.RANTEE PERIOD SHALL BE REPLACED WITHIN FOURTEEN (14) DAYS. PLANTS USED FOR REPLACEMENT $HALL BE TJ:IE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED, PLANTED AND FERTILIZED AS ORIGINALLY SPECIFIED, AT NO COST TO OWNER. 1.S OBSERVATION: f._A MESA B.LUEPRINT . 1 OBSERVATIONS HEREIN SPECIFIED SHALL BE MADE BY THE CITY LANDSCAPE INSPECTOF1 AND THE LANDSCAPE . ,o REJECTION AliD SUBSTITUTION: A. ALL PL.-.NT$ NOT CONFORMING TO THE REOUIREMENTS HEREIN SPECIFIED SHALL BE CONSIDERED DEFECTIVE, ANO SUCH PLAt;TS, WHETHER IN PLACE OR NOT, SHALL BE MARKED .-.s REJECTED AND BE IMMEDIATELY REMOVED FROM THE SITE OF THE WORK AND REPLACED WITH ACCEPTABLE PLANT MATERIALS. Tl-IE PL.-.NT MATERIALS SHALL MEET ALL APPLICABLE INSPECTIONS REQUIRED BY LAW. ALL PLANTS SHALL BE OF THE SPECIES, VARIETY, SIZE, AGE, FLOWER COLOR ,._NO CONDITION AS SPECIFIED HEREIN ANOIOR AS INDICATED ON THE DRAWINGS. UNDER NO CONDITION WILL THERE BE ANY SUBSTITUTION OF PLANT SPECIES, V.t.RIETY, OR REDUCED SIZE FOR THOSE LISTED ON THE ACCOMPANYING DRAWINGS, EXCEPT WITH THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT. . 11 UJILITlES . 12 A. ALL UTILITIES (WATER ANO ELECTRICITY) USED DURING Tl-IE INSTALLATION OF THE LANDSCAPING ANO IRRIGATION SYSTEMS FOR ·THIS PROJECT SHALL BE PAID FOR BY THE CONTRACTOR. DURING THE &O·OAY 11.AJt;TENANCE PERIOD, THE OW!iER SMALL BE RESPONSIBlE FOR PAYMENT OF THE UTILITIES. PROTECTION OF EXiSJfNG JAE ES, SHRUBS ~NC> VINES· A. IT IS THE INTENT OF THE PROJECT THAT CERTAIN EXIST,I_NHGE PLANT MATERIALS SHALL BE RETAINED. PRIOR TO 8. C. D. REMOVAL OF ANY TREES, THE CONTRACTOR SHALL CONFER WITH THE ARCHITECT TO DETERMINE THOSE PLANTS THAT ARE TO REllAIN. ALL EXISTING TREES WHICH ARE TO REMAIN IN THE PROJECT SHALL BE TAGGED ANO IDENTIFIED BY THE CONTRACTOR PRIOR TO START OF WORK. COt;TRACTOR SHALL BE RESPONSIBLE FOR ALL TREES THAT ARE TO REMAIN IN THE PROJECT. DAMAGE TO A PLANT WHICH RESULTS IN DEATH OR PERMJ.NENT DISFIGURATION SHALL RESULT IN THE COMPLETE REMOVAL OF THE PLANT, INCLUDINCl ROOTS, FROM THE SITE BY THE CONTRACTOR; AND . THE CONTRACTOR, AT HIS OWN EXPENSE SHALL REPLACE THE PLANT WITH ONE OF EQUAL VALUE AS ESTABLISHED BY THE ARCHITECT, OR REIMBURSE THE OWNER THE COST OF SAID REPLACEMENT. THE ARCHITECT SHALL BE THE SOLE JUDGE OF THE CONOITION OF THE PLANT. ALL EXISTING TREES THAT ARE TO REMAIN SHALL 9E PROTECTED AT ALL TIMES FROM DAMAGE BY WORKERS AND EQUIPMEt;T. ALL DAMAGE BY THE CONTRACTOR TO EXISTING PLANTS SHALL 9E REPAIRED AT THEIR EXPENSE BY PERSONNEL APPROVED BY THE ARCHITECT. -A Fourth Avenue Cor~te Center ~ ' .\ 1551 Fourtl'\ Avenue/S~ite 200 ~ San Diego, CA92101 1.,. ~ (619) 239-2450/FAX 239-0107 -Lat ,:tsa,pe An;hilecture • Planrirg ARCHITECT. 'THE CONTRACTOR SHALL 'REQUEST OBSERVATION IN WRITING, IN ADVANCE OF THE TIME OBSERVATION IS REQUIRED. ;2 OBSERVATION WILL BE REQUIRED FOR THE ,FOLLOWING PARTS OF THE WORK: A. PRE·CONSTRUCTION MEETING. B, l•NCORPORATION OF SOIL CONDITIONEFIS ANO' FERTIUZER'S 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 HERBICIDE. I. PRE•MAINTENANCE OBSERVATION. J. WHEN PLANTING,, AND ALL OTHER INDICATED OR SPEClFIED WORK, EXCEPT THE MAINTENANCE PERIOD, HAS BEEN COMPLETED, ACCEPTANCE ANO WRITTEN APPROVAL SHALL ESTABLISH BEGINNING OF THE MAINTENA!iCE PERIOD. THIS 1$ NOT A FINAL OBSERVATION OR ACCEPTANCE, ANO IT DOES NOT RELIEVE THE CONTRACTOR FROM ANY OF THE RESPONSIBILITIES IN THE CONTRACT DOCUME!iTS FOR THIS Pf!OJECT. ' K. FINAL OBSERVATION TO BE MELO AT THE COMPLETION OF THE 60•DAY MAINTENANCE PERIOD. THIS OBSERVATION SHALL ESTABLISH THE BEGlt;NING DATE FOR THE ONE-YEAR GUARANTEE OF ALL TREES. .3 ACCEPTANCE: UPON COMPLETION OF THE FINA!. OBSERVATION At-ID THE WORK OF THIS SECTION, THE CONTRACTOA WILL BE NOTIFIED IN WRITING, (1) WHETI-IER THE WORK IS ACCEPTABLE; ANO (2) OF ANY REQUIREMENTS NECESSARY FOR COMPLETION AND ACCEPTANCE . .4 THE CONTRACTOR OR HIS AUTHORIZED REPRESENTATI\IE SHALL BE ON THE SITE AT THE TIME OF EACH OBSERVATION. 1. 6. MAINTENANCE, 1. 9 .1 THE MAINTENANCE PERIOD BEGl!iS ON THE FIRSl DAY A'FTER ALL LANDSCAPE IRRIGATION WORK OH THIS PROJECT IS COMPLETED, CHECKED, ACCEPTED, AND WRITTEN APPROVAL FROM THE ARCHITECT IS GIVEN TO 9EG1N THE MAINTENANCE PERIOD, AND E. THE CONTAACTOR SHALL INSURE THAT NO FOREIGN li!ATERIAL AND/OR LIOUIO, SUCH AS PAINT, CONCRETE, CEMENT, OIL, TURPENTINE, ACID OR THE LIKE, BE DEPOSITED OR ALLOWED TO BE DEPOSITED ON A.NY SOIL WITHIN THE DRIP LINE (THE OUTSIDE EDGE OF THE FOLIAGE OVERHANG) OF ANY TREE OR SHRUB, OR WITHIN S-OF THE TRUNK OF A VINE. SHOULD ANY SUCH POISONING OF THE SOIL OCCUR, THE CONTRACTOR SHALL REMOVE SAID SOIL AS DIRECTED BY THE ARCHITECT ANO REPLACE WITI-I ACCEPTABLE SOIL AT NO EXPENSE TO THE OWNER. F. EXCAVATION ADJACENT lO EXISTING TREES ANO SHRUBS: WHERE IT IS NECESSARY TO EXCAVATE IN CLOSE PROXIMITY TO EXISTING TREES ANO SHRUBS, ALL POSSIBLE CAUTION SHALL BE EXERCISED TO AVOID INJURY TO ROOTS AND TRUNK. EXCAV.-.TION CLOSE TO TREES SHALL 9E BY HAND, TUNNELING UNDER ROOTS 2" ANO LARGER IN Dl,l,,METER. CUTTING OF ROOTS 2· AND LA.RGER SHALL BE ONLY ON THE APPROVAL OF THE A.RCHITECT. G. PAINT CUT ROOTS WITHIN 2• HOURS; WHERE THI'$ IS NOT POSSIBLE, KEEP THE SITE OF EXCAVATION ADJACENT TO THE: TREE SHADED WITH MOIST BURLAP OR CJ.NVAS. INVOICING OF PLANT MATERIALS ANO SOIL PREPARATION AND SOIL PREPARATION CONFORMANCE TEST: • 1 .2 .3 AFTER INSTALLATION OF PLANT MATERIALS, BUT PRIOR TO THE PRE-MAINTENANCE INSPECTION, THE ARCHITECT, WITH THE HERETOFORE SPECIFIED SIGNED COPIES OF THE REQUIRED CERTIFICATES, TRIP SLIPS ANO INVOICES FOR THE PLANT MATERIALS AND RELATED ITEMS, SHALL INCLUDE SUCH MATERIAL, COMPARING THE TOTAL AREA ANDIOR THE AMOUNTS SPECIFIED. IF THE MINIMUM AMOUNTS HAVE NOT BEEN FURNISHED, THE ARCHITECT WILL REQUIRE THE INST.-.LLATION OF ADDITIONAL MATERIALS TO FULFILL THE Ml"IIMI.IM REQUIREMENT$ SPECIFIED. UPON DELIVERY OF li!ATERIALS AND10R COMPLETION OF ALL SO'IL CONDITIONING ANO GRADING, BUT PAIOR TO INITIATING PLANTING OPER.t.TIONS, THE ARCHITECT WITH THE HEflETOFORE SPECIFIED SIGNED COPIES OF THE REQUIRED CERTIFICATES, TRIP SLIP$ ANO INVOICES FOR SOIL PREPARATION MATERIALS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL AREA OF EACH OPERATION. IF THE MINIMUM RATES OF APP!..ICATION HAVE NOT BEEN MET, THE ARCHITECT WILL REQUIRE THE DISTRIBUTION OF ADDITIONAL OUANTITIES OF THESE MATERIALS TO FULFILL THE MINIMUM APPLICATION REQUIREMENTS SPECIFIED. A SAMPLE OF THE SOIL AMENDMENTS SHALL BE DELIVERED TO THE ARCHITECT WITHIN 15 DAYS AFTER RECORDING OF THE CONTRACT' FOR SUBMITTAL TO A TESTING LABORATORY. A.FTER SOIL· AMENDMENTS HAVE BEEN THOROUGHLY MIXED INTO THE SITE, RANDOM SAMPLES OF THE MIXED SOIL WILL BE TA.KEN BY THE -------·· ------··-········ ~~---~ .. , .. ,,,., ... ,, ,,,,_ 1. 7 SHALL CONTINUE TH'£'FIEAFTEl'I FOR N•O LESS THAN 60 CALEN'DAA DAYS. . THE CONTRACTO'Ff SHAU. CONTINtlOUst.Y MAINTAIN AI.L IIIIVOLVED AREAS OF THE CONTRACT DURING THE PROGRESS OF THE WORK AND DURING THE MAINTENANCE PERIOD UNTIL THE FINAL ACCEPTANCE OF THE WORK. --. _ REGULAR PLANTING MAINTENANCE OPERATIONS SHALL BEGIN IMMEDIATELY AFTER EACH PLANT OR LAWN IS PLANTED. PLANTS AND LAWNS SHALL BE KEPT IN A HEALTHY, GROWING CONDITION AND IN A VISUALLY PLEASl!iG APPEARANCE BY WATERl!iG, PRUNING, MOWING, ROLLING, TRIMMING, EDGING, FERTILIZING, RE·STAKING, PEST AND DISEASE 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 VEGETATIVE GROWTH AND DEBRIS. ALL PLANTS FOUND TO BE DEAD OR IN AN IMPAIRED CONOITl'ON SHALL BE REPLACED IMMEDIATELY WITHIN 3 DAYS. SEE DRAWING FOR POST•FERTILIZATION (7•9·4) PROGRAM. THE CONTRACT COMPLETION DATE OF THE CONTRACT MAINTENANCE PERIOD WILL BE EXTENDED, WHEN IN THE OPINION OF THE ARCHITECT, IMPROPER MAINTE!iANCE ANDIOR 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 WORK IS COMPLETED ANO ACCEPTABLE. . THE CONTRACTO'R SHALL BE RESPONSIBLE FOR MAINTAINING ADEOUATE PROTECTION OF THE AREAS. DAMAGED AREAS SMALL BE flEPAIRED IMMEDIATELY. AT THE CONTRACTOR'S EXPENSE. 'LAYOUT OF WORK: THE CONTRACTOA SHALL EM'PLOY, AT H1S OWN EXPENSE, A REGtSTERED CIV'IL ENGINEEA OR LICENSED LAND SURVEYOR TO LAY OUT Tl-IE WORK OF THE PROJECT, TO ESTABLISH ALL REFERENCE POINTS SET FOfl CONSTRUCTION ANO THE CERTIFICATION OF FINISH GRADES WITH CIVIL ENGINEER DRAWINGS. GENERAL REOUIREMENTS; . 1 TH·E TERM "PLANTl'N'G AREA~ SHALL MEAN ALL AR1EAS TO 8E PLANTED WITH TREES, SHRUBS, GROUNDCOVERS, SOD AND SEED. • 2, ACTUAL PLANTING SHALL BE PERFORMED DURING THOSE PEAIOOS WHl;N WEATHER AND SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE. .3 ALL ROCKS AND CLODS 1" OA LARGER, ANO OTHER GROWTH OR . 4 ARCHITECT AND SUBMITTED TO THE SOI\. LAEIO'RATORY FOR COMPAl'!ISON TO A. CONTROL MIX. COST OF THE ABOVE TESTING BY THE SOILS LABORATORY SHALL BE BORNE ev THE CONTRACTOR . AFTER LEACHING OPERATION, FOUR SOIL SAMPLES WILL BE TAKEN BY .ARCHITECT AND SUBMITTED 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. ' '', ,I, _J " I I! .4 .6 .7 •• .9 • Ii I ,11 , ;, .. . ' '" ., , ... , ,' ,', ,', : ' ,•,,,: ; .. ...::. " __.::_ DEBRIS ACCUMULATED DURING THE EJU'RATIO'lt OF .TRE PROJECY, SHALL BE REMOVED FROM THE SITE UNLESS SPECIFICALLY EXEMPTED IN WRITiNG. PRIOR TO THE EXCAVATION FOR PL.AlfflHG. OR PLACING Qf' PLANT MATERIALS LOCATE ALL UNDERGROUND UTILITY LINES STILL IN USE l AND TAKE0 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 FOR THE RELOCATION 0.F ONE OR THE OTHER. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR MAKING ANY AND ALL REPAIRS FOR DAMAGES RESULTING FROM WORK AS HEREIN SPECIFIED. , GRADING AND SOlll; ·PREPARATION WORK SHALL BE PERFORMED ONLY DURING THE PERIOD WHEN BENEFICIAL AND OPTIMUM RESULTS MAY BE O·BTAINED. IF THE MOISTURE CONTENT OF THE SOIL SHOULD REACH SUCH A LEVEL THAT WORKING IT WOULD DESTROY SOIL STRUCTURE, SPREADING ANO GRADING OPERATIONS SHALL BE SUSPENDED UNTIL THE MOISTURE CONTENT IS INCREA.SEO OR REDUCED TO ACCEPTABLE LEVELS AND THE DESIRED RESULTS ARE LIKELY TO BE OBTAINED. ' ALL SCALED DIJJIENSIO'NS ARE APPROXIMATE. . . , BEFORE PROCEEDING WITH ANY WORK, CAREFULLY CHECK ANO VERIFY ALL DIMENSIONS AND IMMEDIATELY INFORM THE ARCHITECT OF ANY DISCREPANCY BETWEEN THE DRAWINGS AND/OR SPECIFICATIONS ANO ACTUAL CONDITIONS. QUANTITIES FOR PLANT MATERIALS ARE SHOWN FOA CONVENIENCE ONLY AND ARE NOT GUARANTEED. CHECK AND VERIFY COUNT AND SUPPLY SUFFICIENT NUMBER TO FULFILL INTENT OF DRAWINGS. ADEQUATELY STAKE, BARRICADE, AND PROTECT ALL IRRIGATION EQUIPMENT, MANHOLES, UTILITY LINES, AND OTHER EXISTING PROPERTY DURING ALL PHASES OF Tl-IE SOIL AMENDING AND GRADING OPERATIONS. SPECIMEN TREE SELECnON: A. B . c . ' ONE SAMPLE OF EACH TREE VARIETY ANID SIZE, CALLE'O OUT ON DRAWINGS 15-GALLON AND LARGER SHALL BE DELIVERED TO THE PROJECT SITE FOA APPROVAL PRIOA TO INSTALLATION. , THE CONTRACTOR SHALL IMMEDIATELY 'REMOVE AN'Y 'TREES NOT APPROVED. THE CONTRACTOR AT HIS OPTION ANO AT HIS EXPE'NSE CAN RETAIN THE SERVICES OF THE ARCHITECT TO REVIEW TREES 24" BOX SIZE ANO LARGER TAClClEO AT THE NURSERY ANOIOR AT IT$ PLACE OF GROWTH, OR AS OTHERWISE SPECIFIED ON DRAWINGS. FERTIU2ER (COM'MERCIAIL) SHALL B'E A LONG-LASTJN'G CONTROltXE'O RELEASE PLASTIC•COATED, UNIFORM IN . COMPOSITION, FREE· FLOWING SUITABLE FOR APPLICATION WITH APPROVED EOUIPMENT AND SHALL CONT,._1,-. THE FOLLOWING MINIMUM AVAILAEILE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 21.0% MINIMUM 0.0% MINIMUM 0.0% MINIMUM _,,_, I ' ,,:,, • PAAJ 2 • PRODUCTS .7 FERTILIZER (COMMERCIAL) SHALL BE A; LONG-LASTING CONTROLLED 2 .1 SOIL AMENDM'ENT AND FERTILIZER: . 1 .2 .4 .5 SOIL CONDITIONER SHALL CONTAIN A SPEClAL BLEN1D OF 0RG4NIC FRACTIONS TO SUPPLY SEVERAL DEGREES OF BREAKDOWN RATE WHICH LASTS UP TO 10 YEARS IN THE SOIL, A PORTION OF INORGANIC AMENDMENT THAT RESISTS FURTHER BREAKDOWN, PH OF 5.5 TO 6.S, SALINITY OF 3.0, ORG4NIC MATTER (DRY WEIGHT BASIS) MORE THAN IH)%, NON•IONIC WETTl!iG AGE!iT ANO TOTAL NITROGEN CONTENT OF 0.5%. (l◊AMEX, \VIL·GRO, LIFE FOREST HUMUS). GYPSUM SHALL BE A COMMERCIALLY PROCESSED ANt> PACKAGED GYPSUM (CASO 2H20) WITH MINIMUM 80'% GRADE CONTAINING 14% COMBINED SULFUR. IRON SULFATE (EXPRESSEtl AS METALLIC) 1t% OF QUALITY APPROVED BY ARCHITECT . SULPHUR (SOIL) (ELEMENTAL) 99% OF QUALITY APPROVED BY ARCHITECT. FERTILIZER (COMMERCIAL) SHALL 9E A COMBINATION OF NATURAL ORGANIC AND INORCiANIC GRANULAR FERTILIZERS, FREE-FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: lilTROCiEN PHOSPHORIC ACID POTASH 1.0% MINIMUM 10.0% MINIMUM 10.0% MINIMUM .• APPROVED , _ _;:E,:::..· -"~"'-'=""""-'di...,_ ____ 1'-r'l-j,.'!; ENGINEERING PLANCHECKER DATE APPROVED FOR PLANTING .L\.ND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLA.NTING .4.REAS. SPECIFICATIONS "AS BUil T" RCE ___ EXP. DATE RE'v'IEWED BY: INSF>ECTOR DATE 1---+--+--------------+--;--t--r--. ~ CITXA£ra ~~~N~AD ~ --·-· ....... . ··-. , ..... l---+---+-------------t--T-1-11--, j. LANDSCAPE IMPROVEMENTS FOR: 1-----1--+---------+---r---1--------i--. i PLANNING AREA 26S , 1---1----4------------t--i-----.~---.-, ~I ======··-~kY_~. ;=IA;t;R#A,.~P=H=A=S=E=I=:I r~ =,· 1,,= ... =I ==i APPROVE½ 7 j/_jl 1/;i7/f'4 D"TE NT1Al. o.-. TE INlllAI.. DATE INlllAI.. EN<.INEER Cli" WORIC REVISION DESCRIPTION OlHER N'PROVAI. QTY APPROVAi. ' ' ASSISTANTr'LANNING . DIRECTOR ; OWN BY: ---'·l--PROJECT NO. CHKD BY:---, CT 90-36 RVWD BY: ---· ---- .... _ DATE_'_ I ~RAWfNG NO. . 329-6L . C.M.W.D. 91-507 & 92-502 ' .; 2.2 2.3 RELEASE PLASTIC-COATED, UNIFORM IN COMP'OSITION, FREE- FLOWING, SUITABLE FOR APPLICATION WITH APPROVED · EQUIPMENT, AND SHALL CONTAIN --THE FOLLOWING MINIMUM AVAILABlE PERCENTAGES BY WEIGHT OF Pt.ANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 11i.0% MINIMUM 20.0% MINIMUM 0.0% MINIMUM .8 fERTIUZER (COMMERCIAL) SHALL BE A COMBINATION Of NATURAL ORGANIC AND INORGANIC GRANUlAR FERTILIZERS, FREE-Fl.OWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOL.LOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 7.0% MINIMUM 9.0% MINIMUM 4.0% MINIMUM • 9 PLANTING TABLETS SHALL BE 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 , 10 SOIL ENHANCER SHALL BE $ARVON. PLANTING BACKFILL: PLANTING BACKFILL IS PER THE SOIL TEST RECOMMENOATIONS ANO PLANTING SACKFILL SHALL BE A THOROUGHLY BLENDED MIXTURE OF EXISTING SITE SOIL AND SOIL AMENDMENTS AT THE FOLLOWING MIXTURE: SOIL CONDITIONER SITE SOIL IRON SULFATE GYPSUM STAKING MATERIALS: 1/4 CU. YD. 3'4 CU. YO. 1 LBJPEA CU. VD. OF MIX 10 LBSJPER CU. YO. OF MIX STAKES SHALL BE OF LODGE POLE PINE. THESE SHALL BE STRAIGHT SHAFTS, SHAVED AND CUT CLEAN AND BARE OF BRANCHES AND STUBS, OF UNIFORM THICKNESS WITH A I.IINll,!LIM DIAMETER OF 2 INCHES, FREE OF LOOSE KNOTS, SPLITS OR BENDS. STAKES SHALL BE NO LESS THAN TEN (10) FEET IN LENGTH. GUYING MATERIALS: . 1 GUY WIRES SH.t.LL BE OF PLIABLE, ZINC·COATEC STEEL OF NO. 12 GAUGE. • FOR TESTING. SOIL TEST SHALL MEET THE FOLLOWING REQUIREMENTS: ECE -MAXIMUM 3.0 X 10.3 PH • MAXIMUM 7.S A PERCENT OF ORGANIC MATTER SOIL TEST AFTER LEACHING MAY BE REQUIRED E!Y ARCHITECT. C. RE·APPLICATION OF SOIL AMENDMENT AND LEACHING OPE.RATION SHALL BE RE.PEATED SY CONTFiACTOR IF TESTS SHOW A NEGlt.TIVE RESULT. EXPENSE OF TEST, RE· APPLICATION OF A SOIL AMENDMENT AND LEACHING OPERATION SHALL BE BOANE BY CONTRACTOR. D. DEEP WATEFi LEACHING SHALL BE DONE PRIOR TO THE APPLICATION OF THE COMMERCIAL FE.RTIUZEFi 1·10-10. ,E. NO PLANTING SHALL BE INSTALLED UNTIL APPROVAL HAS BEEN GIVEN BY THE ARCHITECT IN WFIITING. CARE SHALL BE TAKE.N THAT THE RATE OF APPLICATION OF WATER DOES NOT CAUSE EROSION OR $LUFFING OF SOILS. • $ ALL DEPRESSIONS, VOID$, EROSION SCARS, AND SETH.ED TRENCHES GENEFIATED BY THE OEEP WATERING SHALL BE FILLED WITH CONDITIONED TOPSOIL A.ND BROUGHT TO FINISH GRADE. 3.4 FINISH GRADING: . 1 FINISH GRADES SHALL BE AS INDICATED ON CIVIL ENG!NEEFl'S .2 DRAWINGS. . FINISH GRADES SHALL BE MEASURED AS THE FINAL WATER• COMPACTED AND SETTLED SURFACE GRADES A.ND SHALL BE WITHIN PLUS OR MINUS 0.1 FOOT OF THE SPOT ELEVATIONS AND GRADE LINES INDICATED ON THE CIVIL ENGINEER'S OF.AWING. . 3 FINISH GRADES SHALL SE MEASURED AT THE TOP SURFACE· Of SURFACE MATEAIIILS. .s .6 MOLDING AND ROUhiDING OF THE GF\ADES SHALL BE PROVIDED AT ALL CHANGES IN SLOPE. It.LL UNDULATIONS ANO IRREGULARITIES IN THE PLANTING" SURFACES RESULTING FROM TILLAGE, AOTOTILLING, AND ALL OTHER OPERATIONS, SHALL BE LEVE~ED AND FLOATED OUT EIE.FORE PLANTING OPERATIONS ARE INITIATED. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, ANO OTHER UNDERGROUND UTILITIES OUFilNG GRADING AND CONDITIONING OPERATIONS. ll,inSf.'~ ,. '\ I) S/J~A ,'x "'1ffA~ . ~, ·,? f~=1'-" -' Fourth Avenue Corpo~a'te cent,er ""' L.&..J // ~ / ~ "" 1551 Fourth Ave:nue/Suile 200 er,_ S)ia'nal ;;,<-..._ Si:m Diego, CA 9210, ~ ·"7;;;,1;JIJ, Jf, l---' ~_, (619)239-24SO/FAX239'-0107 ' Pai e . j Landscape Arr:hltecture • Planniog ~ ,;,/ Lllf r..i 1\'i:~ ,- LA Mf:~91..UEPRINT 2.5 3.S , " ,,: .. ,,I', • 2 ANCHORS (DE.t.DMEN) FOR 110LOING GUY 'WIRES SHALL BE 4 INCHES X 4 INCHES OF SOLID LUMBER, 1' • 6' IN LENGTH. .3 HOSE FOR COVERING WIRE SH.t.LL BE OF 2•PLY REINFORCED llUBBER, USED OR NEW, GARDEN HOSE TYPE OF AT LE.t.ST 1/2 INCH IN -01.t.METER. .4 FLAGS, TO BE ATTACHED TO GUYS, SHALL BE OF SURGICAL-TUBING, 1/8 INCH IN DIAMETER AND FOUR FEET LONG, OF UNIFORM THICKNESS. . 5 TREE TIES SHALL BE BORDON CINCH·TIE OR APPROVED EQUAL PLANT MATERIALS: .1 NOMENCL.t.TURE: THE SCIENTIFIC AND COMMON NAMES OF PLi\NTS HEREIN SPECIFIED CONFORM WITH THE APPROVED NAMES GIVEN IN "A CHECKLIST OF WOODY ORNAMENTAL PLANTS OF CALIFORNIA" PUBLISHED BY THE UNIVERSITY . OF CALIFORNl.t., COLLEGE OF AGRICULTURE, MANUAL 32 {1963). SEE LIST OF PLANT MATERIAL ON DRAWINGS. . 2 OUALITY 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 MEASUREMENTS SPECIFIED. PINTO TAGS MUST BE SUBMITTED TO THE ARCHITECT. . 3 CONTAINER STOCK (I-GALLON, 5-GALLON, 15-GALLON, AND BOX SIZES) SHALL HAVE GROWN IN CONTAINERS FOR AT LEAST SIX MONTHS, BUT NOT 0\IE.R TWO YEARS. NO CONTAINED PLANTS THAT HAVE CRACKED OR BROKEN BALLS OF EARTH, WHEN TAKEN fFIOM THE CONTAINER, SHALL BE PL.I.NTED, EXCEPT UPON SPECIAL APPROVAL. NO TREES Wl'l'H DAMAGED ROOTS OR BROKEN BALL$ SHALL EIE PLANTED. .4 PRUNING SHALL NOT BE DONE, PRIOR TO DELIVERY, EXCEPT BY WRITTEN APPROVAL FROM THE ARCHITECT. . 5 INSPECTION OF PLANT 1,1.ATERIALS, REOUIREO SY CITY, COUNTY OR STATE AUTHORITIES, SHALL BE A RESPONSIBILITY OF THE CONTRACTOR, AND WHERE NECESSARY CONTRACTOR SHALL HAVE SECUF\E,D PERMITS OR CERTIFICATES PRIOR TO DELIVERY OF PLANTS TO SITE. • Ii PLANTS SHALL BE SUBJECT TO INSPECTION, .t.ND APPAOVA'L OR REJECTION, AT THE PROJECT SITE AT ANY TIME BEFORE OR DURING PROGRESS OF WORK, FOR SIZE, VARIETY, CONDITION, LATENT OEFECTS AND INJURIES. REJECTED PLANTS SHALL BE FIE.MOVED fROM THE PROJECT SITE 11,H.IEDIATELY. • 7 SUBSTITUTIONS WILL NOT BE PERMITTED EXCEPT THAT IF PROOF IS SUBMITTED THAT ANY PLANT SPECIFIED IS NOT OBTAINA!!LE, A .7 FINAL FINISH GRADES SHALL INSURE POSITtv'E ORA!NAGE OF THE SITE WITH ALL SURFACE DRAINAGE AWAY fROM BUILDING$, WALLS, A.NO TOWARD ROADWAYS, DRAINS, AND CATCH BASINS. . ! FINAL GRADES SHALL 8E ACCEPTABLE TO THE ARCHITECT &:EFORE PLANTING OPERATIONS WIL_L BE ALLOWED TO BEGIN. • Si PLANTING SURFACES SHALL BE GRADED WITH NO LESS THAN ONE (1) PERCENT SURFACE SLOPE FOR POSITI\IE DRAINAGE AWAY FROM ALL BUILDING;,. PLANTING: .1 THE LAYOUT OF LOCATIONS FOR PLANTS .ANO OUTLINES OF GRDUNDCOVER TO BE PLANTED SHALL BE APPROVED ON THE SITE BY THE ARCHITECT, PRIOR TO THEIR PLANTING. .2 ALL SUCH LOCATIONS SHALL BE CHECKEO fOR POSSIBLE INTER.FERENCE WITH EXISTING UNDERGROUND PIPING, PRIOR TO EXCAVAT~N OF HOLES. IF UNDERGROUND CONSTRUCTION OR UTILITY LINES ARE ENCOUNTERED IN THE EXCAVATION OF PLANTING ,\REAS, O,HEA LOCATIONS FOR THE PLANTING MAY BE SELECTED BY THE t,.RCHITECT. OA1,1.AGE TO EXISTING UTILITIES SHALL BE THE RESPONSl51LITY OF THE CONTRACTOR . PLANTING JREES, SHRUBS AND YJNES: A. ALL EXCAVATED HOLES SHALL HAVE VERTICAl SIDES WITH ROUGHENED SURFACES AND SHALL BE OF THE MINIMUM SIZES INDICATED ON ORAWINGS. HOLES SHALL BE, IN ALL CASES, LARGE ENOUG,i TO PER.MIT HANDLING AND PLANTING WITHOUT INJURY OR BREAKAGE OF ROOT SALLS OR ROOTS. B. EXCAVATION SHALL INCLUDE THE STRIPPING AND~~'OF ALL ACCEPTABLE SOIL ENCOUNTEREO WITHIN THE I.A.E.AS TO BE EXCAVATED FOR PL.I.NT PITS ..I.NO PLANTING BEDS. PROTECT ALL AREAS THAT ARE TO BE TRUCl<ED OVE:R AND UPON WHICH SOIL IS TO BE TEMPORARILY6T~ PENDING ITS RE-USE FOR THE FILLING OF HOLES, PITS, AND BEDS . C. EXCESS SOIL GENE.RATED FROM THE PLANTING HOLES SHALL BE SPREAD ON THE SITE AS OIRECTED BY THE ARCHITECT. 0. Pl.ANTS IN CAN CONTAINERS SHALL HAVE THE CANS OPENED BY CUTTING VERTICALLY ON OPPOSITE SIDES OF [,I.CH CAN WITH NUl'sSEAY CAN OPENERS, TIN SNIPS, OR OTHER APPROVED INSTRUMENTS FOR THIS PURPOSE. ALL USED CANS SHALL BE REMOVED TO THE STOFiAGE AREA OR FROM THE SITE DAILY. E. THE PLANTS SHALL BE PLANTED AT APPROVED LOCil.TIONS WITH THE HERETOFORE SPECIFIED CONDITIONER AND SOIL PLANTING BACKFILL. NO PLANT EXCEPT GROUNDCOVER SHALL BE PLANlEO WITHIN THREE (3) FEET OF SPRINKLER ,,;,I . PROPOSAL WILL BE CONSIDERED FOR USE OF ifH1E NEAREST EQUIVALENT SIZE, VARIETY AND COST. ALL SUBSTITUTIONS ARE SU_l!JECT TO ARCHITECT-S WRITTEN APPROVAL. . . .... .'8 QUANTITIES SHALL BE FURNISHED AS NEEDED TO COMPLETE ,.WORK SHOWN ON DRAWINGS. ' · • 9 THE ARCHITECT RESERVES TH£ RIGHT TO INSPECT ROOT CONDITION OF .ANY SPECIES, PARTICULARLY THOSE GROWN FROM SEED, AND IF FOUND DEFECTIVE, TO REJECT THE PLANTS REPRESENTED BY THE DEFECTIVE SAMPLE . .10 IDENTIFY PLANT SPECIES OR VARIETIES CORRECTLY ON LEGIBLE, WEATHERPROOF L.t.BELS ATTACHED SECURELY TO THE PLANT. THERE SHALL BE A MINIMUM OF ONE LABELED PLANT FOR El>.CH l5 PLANTS IN A LOT. ' • 11 HYDRO-SEED MIX AND MATERIALS SHALL BE AS CALLEO OUT ON DRAWINGS. .12 GROUNDCOVER PLANTS SHALL BE HEALTHY, VIGOROUS ROOTED CUTTINGS GROWN IN FLATS UNTIL TRANSPLANTING. , 1 3 PRE-EMERGENT HERBICIDE SHALL BE SURFLi\N, TREFLAN, DY~ID OR EQUAL. . 14 WEED CONTACT SPRAY SHALL BE ROUNDUP. PART 3, -EXECUTION 3.1 SITE PREPARATION AND WEED ABATEMENT: .1 GRUS AJND CLEAN PLANTING AREA, REMOVING DEBRIS AND ROCK AND ERADICATING WEEDS. .2 WEED ERADICATION SHALL !BE DONE TEN (10) DAYS PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORK. 3.2 WEED ABATEMENT . 1 UPON COMPLETION OF THE l~RIGATION SYSTEM ANO AFTER DEBRIS, ROCKS AND EXISTING WEEDS ANO GROWTH HAVE BEEN REMOVED FROM THE PLANTING AREA, APPLY 200 POUNDS OF COMMERCIAL FERTILIZE.A 21-0-0 PE.Fi ACFIE. ·, 2 WATEFI ALL AREAS EVE.RY DAV FOR TWENTY-ONE {21) CONSECUTIVE OAYS ANO UNTIL WEED SEEDS Hit.VE GERMINATEO. CEASE WATERING FOR THREE (3) DAYS AND SPFiAY NON-SELECTIVE HEF\BICIDE "ROUNDUP"' TO ERADICATE THE GE:RMINATEO WEEDS . TRANSLOCATION OR APPROVED PEFilOD SHOULD BE 7-10 CAYS . NOTE: HERBICIDE APPLICATOR SHALL BE LICENSED BY THE STATE OF CALIFORNIA. F . G. H. I. J. IC BE.ADS. NO TAE'E S'H.l,LL ff PLANTEtl WITHIN SIX (SJ FEET OF SPRINKLER HEADS. THE PLANTS SHALL BE PL.t.CEtl tN TH£ PLANTING PITS ON THE BACKFILL MATERIALS WHICH HAS BEEN HANO•TAMPED AND WATER HAS SETTLED TO THE ROOT BALL BASE LEVELS PRIOR TO THE PLACEMENT OF THE PLANTS. AFTER SETTING THE PLANTS, THE RE.1.1.AINING BACKFILL MATERIAL SHALL BE CAREFULLY TAMPEO AND SETTLED AAOLIND EACH ROOT SALL TO FILL ALL VOIDS. EACri TREE AND SHAUi! SHALL BE PLACED IN' THE CENTER OF THE HOLE AND SHALL BE SET PLUMB AND HELi) RIGIDLY IN POSITION UNTIL THE PLANTING EACKFILL HAS BEEN TAMPED FROM .AROUND EACH ROOT BALL. :ALL PLANTS SHALL BE SET AT SUCH ,\ LEVE'L THAT AFTER SETTLING, THEY BEAR THE SAME AELATIONSHIP TO THE SURROUNDING FINISH GRADE A.S THEY liOAE. TO THE. SOIL LINE GRADE IN THE CONTAINER. UNLESS OTHERWISE NOTED. PLANTING T AS LETS SHALL !IE PLACED IN EACH PLANTING HOLE AT THE FOLLOWING RATES: (1)-S GRAM TABLET {1)-21 GRAM TABLET (3)·21 GR.LI.', TABLETS [5)•21 GRAM TABLETS (1)-21 GRAM TABLET PE.Fi LINER ANtl FL.lT SIZE PLANT. PEA l•GALLON CONTAINER. PER S•GALLON CONTAINER. PER ,S,GALLON CONTAINER. PEA EACH 3" OF BOX SIZE. NO PLANT WILL BE ACCEPTED IF THE ROOT SALL IS BROKEN OR CA.'.CKED, EITHER liEFORE, DURING OR AfTER THE PROCESS OF INSTALLATION. ' " ' ,i' i. 3.3 . ' . • ... •• .. • "" ' .l . J .3 RAKE AND HAUL OFF ALL DEAD WEEOS TO 1/2 tMCH BELOW Tif£ . SURFACE OF THE SOIL .4 IF PERENNIAL WEEOS OR GRASSES STII..L EXIST, RE-WATER 'EVERY DAY FOR FOURTEEN (14) CONSECUTIVE DAYS, UNTIL THE NEW GROWTH APPEARS. RE-Al'PLY A NON SELECTIVE HERBICIDE, . REMOVE WEEDS AFfER HERBICIDE HAS ,HAO A SUFFICIENT TIME TO KILL. SOIL CONDITIONING, FERTILIZING AHO ROTOTILLING: • 1 AFTER THE AREAS HAVE BEEN DEEP RIPPED TO A DEPTIJ Of 8 INCHES., THE FOLLOWING RATES OF SOIL CONDITIONING AND AMENDMENT MATERIALS SHALL BE EVENLY SPREAD OVER ALL PLANTING AREAS AND SH.t.LL BE THOROUGHLY SCARIFIED TO AN AVERAGE DEPTH OF SIX INCHES SY ROTOTILLING A MINIMUM OF TWO ALTERNATING PASSES. AMENDMENT MUST BE INTIMATELY BLENDED WITH SOIL. .2 • 3 A. SOIL CONDITIONER SOIL SULPHUR IRON SULFATE GYPSUM 5 CU. YO. PER 1,000 SQ. "· 10 LBS, PER 1,000 SQ, FT. 2D LBS. PER 1,000 SO. FT. 250 LBS. PER 1,000 SQ. FT. RATE OF .t.PPLICATION I'S FOR BIDDING PURPOSES ONLY • SOIL TEST MAY REDUCE OR INCREASE TOTAL SOIL AMEN•DMENT YARDAGE. ADJUSTMENTS (PLUS OR MINUS) MAY BE NECESSARY. THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LAEIORATOAY SHALL BE SUBMITTED TO AND APPAO\IED BY THE CITY. B. FERTILIZER (COMMERCIAL): 1•10•10 SHALL BE APPLIED AT THE RATE O'F 40 POUNDS PER 1,000 SQUARE FEET ANO SCARIFIED INTO THE TOP TWO INCHES OF FINISH GRADE. FERTILIZE.A SHALL BE APPLIED AFTER LEACHING OPERATION. C. SARVON SHALL BE APPLIED AT THE RATE OF 1 P!NT PER 1,000 SQUARE FEET. SA.AVON SHALL BE APPLIED IN AREAS INDICATED BY NOTES ON THE DRAWING. THE THOROUGHNESS AND COMPLETENESS OF THE ROTOTILLING AND INCORPORATION OF THE SOIL CONDITIONERS/AMENDMENTS SHALL BE ACCEPTABLE TO THE ARCHITECT. FOR SLOPES 2:1 AND STEEPER, OR .LS PER THE DRAWINGS, OMIT SOIL CONDITIONER AF'PLICATION AND TILLING . DEEP WATER LEACHING; A. AFTER COMPLETE INSTALLA'TION AND TESTING OF THE IRRIGATION SYSTEM AND APPLICATIOtl OF SOIL CONOITIONING, ALL AFIEAS SHALL BE DEEP WATEA LEACHED A.ND COMPACTED AND SETTLED BY CONTINUOUS APPLICATION OF IRRIGATION WATER UNTIL THE SOIL HAS RECEIVED A MINIMUM OF SIX INCHES OF WATER, 8. AFTER LEACHING OPERATI01N, FOUR SOIL SAMPLES SHIALL SE TAKEN EIY. ARCHITECT AND SUBMITTED TO SOIL LABORATORY M. N. THE DIAMETER OF THE TREE Al'ID BY TACKJN·G TH'E Siilc,< ()If THE TIE TO THE STAKE. (SEE. DE.TAILED DRAWINGS.) ALL SPECIMEN TREES 2~•• BOX AND LARGER SHALL BE GUYE() AS DETAILED. THE. STAKING AND GUYl!ll'G SHALL BE lilCCOMP'LISHED 11N SUCH A l.'.ANNEFI AS TO INSURE THE PROPER AND HEALTHY GROWTH AND SAFETY OF THE PLANTS, PROPERTY, AND THE PUBLIC. ALL PLANTS SHALL BE THOROUGHLY WATERED IN TO THE FULL DEPTH OF EACH PLANTING HOLE IMMEDIATELY AFTER PLANTING. SPECIFICATIONS L. ALL TREES 15 GAL. AND SMALLER SHALL BE STAKED WITH TWO LODGE POLE STAKES, DRIVEN INTO THE GROUND ON THE WINDWARD SIDE OF THE TREE. THE SY,KES 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 OFi ROOT liALL. TREE TIES SHALL BE FASTENED TO EACH TREE AND STAKE BY LOOPING FIGURE 8'S WITH THE INSIDE DlAMC:TE.R OF THE. TIE AT 2 OR 3 TIMES APPROVED & H:xu ,a A & &fl ~'3 ENGINEERING PLANCHEOKER DATE _1\PPR0\1ED FOR PLJ),_NTING .4.ND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF' PLA.NTING i',.REAS. "AS ACE __ _ REVIEWED BY; INSPECTOR BUil T" t---t---t---------------1---+----l--L_J I sr4~ l. _crr_rLA2~G ~~~~AD DATE DATE t----t---t----------,------~------l------1-----1----1---.J I t----t----t-----...:..:: _______ ---4 __ +---l----l---l I LANDSCAPE IMPROVEMENTS FOR: : t---t--+-----~~--1------i-......----1----+-------1 ! PLANNING AREA 26S 1 t-------,f----+------i..-------------l------1------1---------1.--.I!, I A)(IARA PHASE II / I t--t----t--------'-------.1---__JL--l-----L--1 L;=::·-===;z:;z::::;::a:::;::::~=========! a---t--t----___:____:_ _ ___;; ____ 4----_.J__l-_+---_J I APPROV"~/4 ;-,,; fl . 7/-;.7/ ;-~. ASSISTANT '!'LANl,ilNG DIRECTOR , "/ 'DATE' t---noA"TEir"""'h11t111.:.m..-Al.l------_;___.---------l-------.l----l-.---l---1 ~O~WN~ie:;y,==_=_=~~5~1==:,:;:PR==o~JE~CT~·~N::::;O=. ===1~D;:R::A'M=N=G=N=o:::;. REVISION DESCRIPTION DATE t{lllAI. DATE INll\"1. Cl-lKD BY: ------ .. EN_QNEER __ Of_-_...a.., ______ ~"'l',--------.....JL0.:.1H£R...::..:..:.APPR~.:.OV.:.:.;AL:.J_..:,;Cl.:.TY..:APPR.:.· ...:.:.:O ... VIJ..~--R~ BY: . CT 90-36" 329-6L C.M.W.D. 91-507 & 92-502 I I .3 .4 o. P. THE •. CDKTRACTOR SHALL BE RES-PONStBLE FOR ALL SURFAi;E I.ND SUBSURFACE DRAINAGE REQUIRED WHICH M.J.Y \FfECT--tllS--GUAR.J.NTEE -OF CJ"HE---"fREES,-SHRUBS,--AND -VINES. PRUNING .J.FTER PLANTING SHALL BE REQUIRED ON ALL TREES, SHRUBS, I.ND VINES WHEN NECESSARY TO PROVIDE THE SPECIFIED OR APPROVED STANDARD SHAPES, FORM AND/OR SIZES CHARACTERISTIC TO EACH PLANT. PRUNING MAY INCLUDE THINNING, TOPPING, ANDIOR CUTTING AND SHALL BE UNDER THE DIRECTION OF THE ARCHITECT. CUTS OVER 314 INCH IN DIAMETER SHALL BE PAINTED WITH APPROVED TREE SEALANT. Q. ALL TREES 24" BOX AND LARGER SHALL BE SPOTTED ANO PLANTED WITH A CRANE. R. ALL TREES 24" BOX ANO LARGER SHALL BE SPOTTED IN PLACE PRIOR TO THE DIGGING OF THE HOLE. PLANTING GBOUNDCOYERS; A. B. C. D. E. GROUNDCOVERS SHALL BE PLANTED rn THE AREAS INDIC.t.TED ON THE DRAWINGS. THE G'ROUNDCOVER PLANTS SHALL BE ROOTED CUTTINGS GROWN IN FLATS, AND SHALL REMAIN IN THOSE FLATS UNTIL TRl>.NSPLANTING. ALL GROUNDCOVER PLANTS SHALL BE PLANTED WITH SOIL AROUND ROOTS IN STAGGERED ROWS, EVENLY SPACED AT THE INTERVALS CALLED OUT ON THE DRAWINGS. THE GROUNDCOVER PLANTS SHALL BE PLANTED SUFFICIENTLY DEEP TO COVER ALL ROOTS AND A PLANTING TABLET SHALL BE PLACED IN EACH PLANTING HOLE AND ' SHALL BE IMMEDIATELY SPRINKLED AFTER PLl>.NTING UNTIL THE ENTIRE AREA IS SOAKED TO THE FULL DEPTH OF ALL THE HOLES. THE GROUNDCOVER PLANTING AREA SHALL SE HAND• SMOOTHED AFTER PLANTING TO PROVIDE AN EVEN, SMOOTH FINAL FINISH GRl>.DE. GROUNDCOVER SHALL BE PLANTED WITHIN 12'" OF MAIN PLANT STEM WHERE SHRUBS AND TREES ARE PLANTED. HYDRQ·SfFDlNG SHRUBS. TREES AND GRQUNDCQVERS; A. HYDRO,SEED SHALL BE APPLIED IN THE AREAS ll•rDICATED ON THE DRAWINGS AND AS CALLED FOR Pf.A MIX. B. HYDRO-SEEDING EOUIPMENT; HYDRAULIC EQUIPMENT USED FOR THE APPLICATION OF FERTILIZE.A, SEED, AND SLURRY OF PAE.PARED WOOD PULP OR FIBER SHALL BE OF THE "SUPER ' -,._ ~ l I 11.,; r n 5:=;~ IL"-1fl-~--<. ~r su.;. ~ ~1 ~ V I ~ Q j ~ Fou·rth Avenue: COrpore,te Cen~e, _ ~ / ------y -~ 1551 Fourth A.venue/Suite 200 = -z) San Olego, CA92101 • · Si(JJl_aturj · ts1ei 2J9·2450tFAX 239-0107 -1< \ 7 7?./?/' ,-;1, it-- • Pate A~ LanctocapeNohhecture•Plarnu"g #<E'>/-029 r. n \\~ LA ~E"SA BLUEPRINT 3.6 C. 0. E. ,I HYDROSEEDER~ TYPE .J.S .J.PPROVED BY THE ARCHITECT. THIS EQUIPMENT, SH,.LL H,_VE A BUILT-IN AGITATION SYSTEM WITH AN OPERATING CAPACITY SUFFICIENT TO AGITATE SUSPl::~O, ,_ND HOMOGENEOUSLY MIX A SLURRY CONTAINING l-;}00 l'OlJNDS---O"F' ~ULCH ---AND ~-sEED. ---,-HE ·-sLlJRRY DISTRIBUTION LINES SHALL BE L,_RGE ENOUGH TO PREVENT STOPPAGE AND SHALL PROVIDE EVEN DISTRIBUTION OF THE SLURRY. THE SLURRY T,_NK SH,.LL HAVE A MINIMUM CAPACITY OF 1,350 GALLONS AND SHALL BE MOUNTED ON A TRAVELING UNIT WHICH WILL PLACE THE SLURRY TANK AND SPRAY NOZZLES WITHIN SUFFICIENT PROXIMITY TO THE AREAS TO BE SPRAYED SO AS TO PROVIDE UNIFORM DISTRIBUTION WITHOUT WASTE. APPLICATION METHOD; US[NG THE WOOD PULP AS A GUIDE THE EQUIPMENT OPERATOR SHALL SPRAY THE SOIL WITH A UNIFORM VISIBLE COAT OF SLURRY. THE SLURRY SHALL BE I.PPLIED IN A SWEEPING IIIOTION, IN AN ARCHED STREAM SO AS TO FALL LIKE RAIN ALLOWING TKE WOOD FIBERS TO BUILD UPON EACH OTHER, UNTIL A COMPLETE EVEN COVERAGE COAT IS ACHIEVED, • HYDRO-SEEDED AREAS SHALL BE KEPT MOIST AT ALL TIMES 20 • 24 DAYS AFTER PLANTING OR UNTIL THE NEW GROWTH OF THE PLANTS IS SUFFICIEiiTLY WELL-ESTABLISHED AS PER ARCHITECT'S APPROVAL. HYORO·SEEDED AAEAS SHALL BE PROTECTED AGAINST FOOT TRAFFIC AND OTHER USE IMMEDll>.TELY AFTER H't'DRO, SEEDING IS COMPLETED BY PLACING WARNING SIGNS AND TEMPORARY TWINE AND FLAGGING AROUND THE AREAS. F. RE-HYDRO-SEEDING OF BARE AREAS SHALL BE DONE THIRTY (30) DAYS AFTER INITIAL APPLICATION. HERBICIDE APPLICATION: PRE-EMERGENT HERBICIDE SHALL BE APPLIED TO GROUNOCOVEA AAEAS ONLY BY A HERBICIDE APPLICATOR LICENSED BY THE STATE OF CALIFORNIA AND IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. ARCHITECT SHALL BE NOTIFIED AND PRESENT AT THE TIME OF THE APPLICATION. 3.7 CLEAN UP: AS PROJECT PROGRESSES. CONTRACTOR SHALL MAINTAIN ALL AREAS IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECE~SARY. AFTER COMPLETION OF 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 PLANTINGS. \ f APPROVED §. &,ma& t,-19-"!ic, ENGINEERING PLANCHECKER DATE I _A.PPRO \'ED FOR PLi\NTING ~4.ND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PL"L\NTING ~4.REi\S. SPECIFIC A TIO'NS "AS BUil T" RCE EXP, DATE REV:EWED BY: 'INSPECTOR DATE APPRovero 7 if j( Ii !;z 1 I 4" V tt=;~;=r;;;;+=================================t~~:=j=::==t====j=====I ASSISTAN'f""PLANNING DIRECTOR f>A1\'. "11Al DATE INI~'' OWN l:lY: PROJECT' NO. REVISION DESCRIPTidN i----"---'''-"'-.;.::_+-"D.:.:.-'1E:.=.....i.:.:1H:.::lll:::AL:..a CHKD BY: ·· IIATE' O~._WINC NO. 329-6L DTtlER N'PROYAL CITY '-PPROVAL RVWD 8Y:-_---C,T 90•36 C.M.W.D. 91-507 & 92-502 · PLANTING LEGEND SYMBOL BOTANICAL NAME COMMON NAME TREES EUC. NIC. EUCALYPTUS NICOLI! NICHOLi'..'$ WILLOW LEAFED PEPPERMINT a.It. 1:£#., ~Lb ~f<'.1~1& SHRUBS coAer wve ~ HET. ARB. HETEROMELES ARBUTIFOLIA TOYON BERRY RHO. INT. RHUS INTEGRIFOLIA LEMONADE BERRY GROUND COVER t□ l IOU [I] Il I] t ~ JJ*?j ! I NOTES: DELOSPERMA ALBA GAZANIA SPLENDENS 'SUNRISE YELLOW ARCTOSTAPHYLOS HOOKER! HYDROSEED MIX #1 DELOSPERMA ALBA GAZANIA SPLENDENS 'SUNRISE YELLOW' WHITE TRAILING ICE PLANT YELLOW CLUMPING GAZANIA MONTEREY MANZANITA WHITE TRAILING ICE PLANT YELLOW CLUMPING GAZANIA 1. -AREAS 3 :1 0 R 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, [NC.). Bergen's John Stryker · (714) 528-0761 Cunning hams Larry Cunningham (714) 646-7191 Hillcrest Russ Kelly (1-600) 245-1276 Pardee Trees Ben Dunce (619) 756-3691 Nakase Bros. Sunnyslope Joann Shurlock Beth Stewart (714) 855-4388 (714) 532-1440 Sea Tree Pacific Coast Nursery Jim Musselman Jim Borer (714) 586-8028 (714) 544-3001 Springtime Valley Crest John Hatch Laurie Borer (61 9) 455-6810 (818) 367-5803 Norman's Yasuda Nancy Anderson Chip Llever (619) 262-0555 (619) 943-1442 Fo1.;1rth Ave·nue Co,rporare Ce;nti&r 1f,,51 Fourth Av@nuefSu1t,·200 S.an Diego, CA 82101 (619) 239·2450/FAX 239-0107 =IF=zrr-ceff I SIZE. COMMENTS DET. NO. i 15 GAL. MIN. HT. 8', MIN. SP. 3' B 5GAL. 5GAL. FLATS FLP.TS 1 GAL FLATS FLATS FULL, BUSHY, GOOD COLOR A FULL, BUSHY, GOOD COLOR A PLANT@ 12" O.C. -30 ¼ C PLANT@ 12" O.C. -'10 ¼ C PLANT@ 12' O.C. C SEE TI·llS SHEET FOR TYPE OF MIX. PLANT @ 12" O.C., ":!:>o jl., C PLANT@ 12" 0.C. -"10¾ C flAt-.tf € 1~110.G-, G HYDROSEED MIXES: HYDROSEED MIX #1 BOTANICAL SEED NAME Alyssum 'Carpet of Snov'!' ,,. Alyssum 'Royal Carpet' RATE: LBS/ACRE 4 LBS. 4 LBS. The following materials shall be in the mix: Mulch -Conweb Fiber 2,200 lbs.lacre Binder • Terra Tac #3 150 lbs./acre Fertilizer 16-20-0 400 lbs./acre A C 'F'a<.. , . ____ iii<CO~l ty',.J~~IF=i"iJ~CPq.J~..fi,._N~ ~Fl G,,_ -----------.:"'='=-Offi.:::..:...::::.......c,1'1/~fr...!-=.'---'---- SHR1UB PLANTING ON SLOPE N.T.S. PLAN1TlNG DISTANCE SCHEDULE EEET QN' C!;NTER RQW DISTANCE S!;I BACK '.A: :.e..: :..c.: 8" 7" 7" 11-0"'' 10.5"' 1 1 " 1 '--6" 1'-4" 1-0"' 2'--0" 1'-9" 1 '-6" 3'--0" 2'-6911 2'-6" 6'-0" 5'-2"' 5 1-6'' 10'-0" s·-s· 9'--6" PLANTING GRlD - • • • • • . . ~ • • • • ro· • • • • • • • • • • • • • • • • • -~ • • • • • • • ,. • • • • • • • • • • • • • ........ 0 GROUNDCOVER PLANTING . . N.T.S. APPROVEID icf . i:::\:riqru cQ, , 81-8 ..q;:, ENGINEERING PL.ANCHECKER DATE I .. i ' .I u I ~ B I, ",I, ~L.,. . ' TREE TIE TWO N"' PF q: STi'-'-t~ 1 0TI1ep-e,NH1=P-1=; N~ TD "oUPPd='-f Tl~E) t3M1f.J. ~N 'o1>-C-KFI LL MIX TREE PLANTl'NG &·STAKING N.T.S. ON SLOPE . .... "AS· ·BUil T" RC£ __ EXP. __ _ REVIEWED BY: DATE PLANTING LEGEND & DETAILS ' INSPECTOR DATE . - LANDSCAPE IMPROVEMENTS FOR: APPROVED FOR P LP.~NTIN G 1-----+-___,1---~---------'---'----l--L--1 i\ND IRRIGATION ONLY, LA l'I.IU'I.IG AREA 26S ASE II INCLUDING PRECISE LOCATION OF PL:s.NTING ~4.REAS. . IIAlE -HllAI. . Oi.:iNEtR OF 1fl'ORI( REvis10N DESCRIPTION OWN BY: ---, I ' 1--0A_1t__._~_~ .... -11_1.1E.-·,__'lNl_11A1._· c..t CHKD BY: OlliER Af'f'ROV-'l aTl' -OV-'l R~ BY: PROJECT NO . CT 90-36 I PRA'MNC NO. 329-6L :1 ,, ;!· ,; ' !! ' i i