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Home My WebLink AboutDWG 357-5L; CT 94-07; POINSETTIA SHORES A-4; 01-18--------------------------------------------------------------'-----------··---·-"'·-·-----------------·-~ GENERAL NOTES RECLAIMED WATER NOTES 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DIS1RIC1S "CARLSBAD RECLAMATION RULES & REGULATIONS FOR CONS1RUCTION OF RECLAIMED WATER MAINS" DATIED OCTOBER 1993. 2.DRINKING FOUNTAINS SHALL BE PROTIECTED FROM SPRAY OF RECLAIMED WATER. BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECLAIMED WATIER ENCROACHMENT ON PUBLIC FACILITIES SUCH AS PICNIC TABLES, BBQ'S, PLAYGROUNDS, SAND TOT LOTS, ETC. 3.BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER SPRAY AND MISTING. 4.HOSE BIBS ARE STRIClL Y PROHIBITED. 5.0N-SITE CROSS-CONNECTIONS BETWEEN RECLAIMED WATER LINES AND POTABLE WA TIER LINES IS STRICTLY PROHIBITIED. 6.NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DIS1RICT. 7.ALL ON-SITE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WA TIER DIS1RIC1S RULES AND REGULATIONS. * 8.THE IRRIGATION SYSTEMS SHALL RUN BETWEEN THE HOURS OF 10: 00 P.M. AND 6: 00 A.M. THE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME) WITH QUALIFIED SUPERV1SION PERSONNEL ON SITE. 9.PROV1DE A MINIMUM OF AT LEAST 18 INCHES OF CO\/ER OVER ALL WIRING AND PIPING. 10.NON-DESIGNATED USE AREAS SHALL BE PROTIECTIED FROM CONTACT WITH RECLAIMED WATIER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11.IRRIGATION HEADS SH,"-LL BE RELOCATED OR ADJUSTED TO PRE\/ENT OVER-SPRA'!1NG ON SIDEWALKS, S1RF:ETS AND NON-DESIGNED USE AREAS. 12.RECLAIMED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECLAIMED WATIER DISTRIBUTION SYSTEMS( SPIKES NOT JNTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES) PER CARLSBAD MUNICIPAL WATER DIS1RICT'S RULES AND REGULATIONS. 13.METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 14.ALL IRRIGATION PIPE SHALL BE STENCILED WITH THE WARNING, "NON-POTABLE OR RECLAIMED WATER, COLOR-CODED (PURPLE) AND LAID 'MTH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TR:J!CH PER THE CARLSBAD I/IUNI.C'IPAL WATER DIS1RIC1S RULES AND REGULATIONS. 15.ALL POTABLE WATER AND RECLAIMED WATER PIPING SHALL BE INSTALL Wl1H THE STIENCILING ORIENTED TOWARD THE TOP OF THE TRENCH. 16.WHEN A POTABLE WATER LINE AND RECLAIMED WATER LINE CROSS, THE RECLAIMED UNE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEY!:: SHALL EXTIEND 1 O FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FF.ET. 17,.A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECLAIMED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINE MUST BE INSTALLED ABOVE THE RECLAIMED WATIER. 18.A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES. * 19.DE\/ELOPER/ CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER DIS1RICT ENGINEER AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH PRIOR TO ANY USE OF RECLAIMED WATER. 20.QUICK COUPLING VAL\/ES USED IN RECLAIMED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING: RECLAIIAED WA'TER -QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL HAVE ACME TYPE THREADS AND PURPLE COLORED LOCKING COVERS PERMANENTLY ATTACHED TO "THE VALVE. QUICK COUPLING VALVES SHALL BE NELSON NO. 7645, HUNTER NO. HV100A-RL-NP OR APPRO\/ED EQUAL. 21.THE ANNUAL CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER CARLSBAD M:JNICIPAL WATER DlS1RICT AND/ OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL Tii. COPIES OF INSPEC llON REPORTS "'1LL BE FORWARDED TO THE NON-INSPECTING PARTY. * 22.DEVELOPER SHALL SHOW THE LOCATION OF R.C. SIGNS "DO NOT DRINK" ON THESE PLANS. * 23.AN ON-SITE USER/ SUPERV1SOR SHALL BE DESIGNATIED IN WRITING. THIS INDIV1DUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS "'1THIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/ CROSS-CONNECTION PROTIECTION, AND THE SPECIFIC REQUIREMENTS OF A RECLAIMED WATIER SYSTIEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT OF EN\11RONMENTAL HEALTH SERV1CES AND CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT MATT ESKIN • (714) 598-0100 OR AFTER HOURS CONTACT MATT ESKIN O (7] 4) 598-0] 00 * ITEMS NO'S 8, 19, & 23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECLAIUED WATER. ITEM NO. 22 Tl-lE SIGNAGE PLAN SHALL BE PART OF THIS 1.P. BUT Tl-lE ACTUAL SIGNS & TAGS WILL BE INSTALL JUST PRIOR TO ACTUAL USE OF R.C. WATER. 24.SHOW ALL PUBLIC & PRIVATE POTABLE WA TIER MAINS ON IMPRO\/EMENT PLANS. 25.0N RECLAIMED WATER SYS'TEMS, ALL APPURTIENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 4049.54 OF THE CALIFORNIA HEAL TI-I AND SAFETY CODE. ~REQ..MEDDTlJI 00 NOT DR:Ni:: AYSO-NAJ>. MPUllA ...,,....,. BLACK LOGO PURPLE BACKGROUND 36" 1" BLACK LETTERS W ,ca_.M,E)WA.l(R DO"""-"< RECLAIMED WAT (SIZE) 12• X 36" 1 BLACK LETTERS .b60 ABS PLASTIC OR STICK-ON · 18" X 18" SIZE VlNYL SIGNS ALSO .016 ALUMINUM .016 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VlNYL SIGNS TYPICAL SIGNS 2" BLACK LETTERS POINSETTIA SHORES AREA A-'4 RECIAIMED WATER SYSTEM (PRNATE) SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECLAIMED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VlSIBLE. PLACE ON 8-1/2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. I.GUIDELINES FOR RECLAIMED WA TIER USE 1.IRRIGATIE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERV1SORY PERSONNEL ON-SITE. NO SYSTIEM SHALL AT ANY 1lME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER Tl-lAT WILL MINIMIZE RUN-OFF, POOLING AND PONDING. THE APPLICATION RATIE SHALL NOT EXCEED THE INFILTRATION RA TIE OF THE SOIL. TIMERS MUST BE ADJUSTIED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFlL TRA TION RA TE PRESENT. THIS PROCEDURE MAY BE f ACILITA TED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CON1ROL CLOCKS, (I.E., EMPL0'!1NG THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). 3.AOJUST SPRAY HEADS TO ELIMINATIE OVER SPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE. POOL DECKS, PRIVATIE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. 4.MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VAL\/ES, ETC. SHOULD BE REPAIRED AS SOON AS Tl-lEY BECOME APPARENT. 5.E:DUCATE ALL MAINTIENANCE PERSONNEL ON A CONTINUOUS BASIS OF 11-lE PRESF'.NCE OF RECLAIMED WA TIER. PERSONNEL MUST BE INFORMED THAT R.C. WATER IS MEANT FOR IRR, PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES. HAND, TOOL WASHING, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN Tl-lE LANDSCAPE INDUSTRY, IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 6.0BTAJN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODI Fl CATIONS TO ANY PRIVA TIE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFlCE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7.ALL RECLAIMED WATIER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITI-l IDENTIFlCA TION TAGS. A.TAGS SHALL BE WEATHERPROOF PLASTIC, 3· X 4", PURPLE IN COLOR WITH THE WORDS "WARNING RECLAIMED WATER -DO NOT DRINK" IMPRINTIED ON ONE SIDE, AND " AV1SO -AGUA IMPURA -NO TOMAR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTIJRED BY T. CHRISTY ENTIERPRISE OR APPROVED EQUAL B.ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STIEM DIRECTLY OR WITH PLAS1lC TIE WRAP OR 2. ATTACH TO SOLENOID WIRE DIREClLY OR 'MTH PLASTIC TIE WRAP OR 3. ATTACH TO VAL\/E COVER WITH EXISTING VALVE COVER BOLT. 8.ALL SPRINKLER HEADS SHALL BE IDENTIFlED AS RECLAIMED WA TIER SPRINKLER HEADS. II.EACH AU TOMA TIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFlED WITH A SIGN BEARING THE WORDS "RECLAIMED WA TIER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1• HIGH ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. BENCHMARK: DESCRIPTION: STANDARD DISC SIT FLUSH IN EAST CORNER ON NORTH ABUTMENT OF EAST BRIDGE LOCATION: APPROX. 300 FEET SOUTH OF SOUTH ENTRY TO CARLSBAD STATE PARK 40 FEET EAST OF CENTERLINE OF NORTH BOUND CARLSBAD BLVD. ON PONTO STREET BRIDGE NO. A78B2 RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA SOOK, PAG( 135 NO. OC 0147 OAT[: ELEVATION: -50.555 DATI.JM: M.S.L. -. cm er CCEANSIII£ H1 ··-_,~;-,c·"ic __ _ CITY llF VISTA ·c•·-.·a-,.·ac;,-, • ,.,, ,+,•-·a-..·;;ff;", ·-··-··-· ··-· ·•-;··-·-,,., COSTA CITY OF ENCINITAS Developer: COi.RiCH COMMUNmES VICINITY MAPS DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM Tl-lE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HA \/E EXERCISED RESPONSIBLE CHARGE 0\/ER THE DESIGN OF THE PROJECT AS DEFlNED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND Tl-lAT THE CHECK OF PROJECT DRAWINGS AND 4141 Jutland Drive, Suite 200 San Diego, CA 92117 (619)490-5050 SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE SAN DIEGO DEPARTMENT OF ENVIRONMENTAi_ HEALTH IS CONFlNED TO REV1EW ONLY AND DOES NOT RELIEVE ME, AS THE LANDSCAPE ARCHITECT Of WORK, OF MY RESPONSIBIU1lES FOR PROJECT DESIGN. THESE PLANS HAYE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE 'MTH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FlRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. BY: RONALD S. TESHIMA DA TE: ~ /'21:'J/97 PREPARER PHONE NO'S 619/ 693-8824 DA TIE: 06 /30 /97 REGISTRATION NO'S CA UC. LANDSCAPE ARCHITECT #1456 ,.....::.--rrf--+-+-"r:------------ LEGENP □ WATER METER / P.O.C. N BACKFLOW PREVENTER H GATE VALVE --RECLAIMED WATER'IRR. MAIN LINE -W--POTABLE WATER MAIN LINE @-----SEWER LINE / P.O.C. -/!MJ11a1-I-RECLAIMED WATER MAIN LINE • "DO NOT DRINK". SIGNS ~ AREAS OF RECLAIMED WATER USE SHEET INDEX ,- TITLE SHEET ------. i IRRIGATION PLAN ----'2.·7 PLANTING PLAN ----er1!7 IRRIGATION DETAILS -.---f4 LANDSCAPE DETAILS----14-J:';, IRRIGATION SPECIFICATIONS--Ito PLANTING SPECIFICATIONS--. t7·1B INSPECTION PROCEDURES 1.CITY CONSTRUCTION INSPECTION SHALL INCLUDE: A.LOCA 110N OF PIPE LINES. B.1RENCH DEPTI-l. C.REQUIRED SEP ARA TlON (HORIZONTALLY AND VERTICALLY). D.PIPE IDENTIFICATION. (P.O.C.'S) POINTS OF CONNECTIONS. E.LOCA TION AND IDENTIFICATION OF SPRINKLER HEADS. F.WARNING SIGNS OF THE SITE AND ON THE TRUCKS HAULING RECLAIMED WATIER IS BEING USED FOR CONSTRUCTION). AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL 8E OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE COUNTY HEAL TH DEPARTMENT PRIOR TO FlNAL INSPEC1l0N APPROVAL. 2.DISTRICT FlNAL INSPECTION SHALL INCLUDE: A.COVERAGE 'TEST, AFTER COMPLETION OF Tl-lE SPRINKLER SYSTEM, TO DETERMINE THE ADEQUACY Of COVERAGE ON THE APPRO\/ED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIV1NG RECLAIMED WATER. B.WARNING SIGNS AND LABELS. C.OUICK COUPLING VALVES. D.ALL ASPECTS OF Tl-lE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF AND PONDING. [.REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. F.REQUIRED PRO'TECTION OF WELLS, STREAIAS, RESERVOIRS, ETC. G.CROSS-CONNECTION. 3.ANNUAL INSPECTION SHALL INO.UDE: A COMPLETE INSPECTION WHICH SHOULD CO\/ER PART A, PART B AND PART G OF THE DISTRICTS FINAL INSPECTION. NOTE: PRIVATIE LOTS SHALL BE PROTECTED FROM CONTACT FROM RECLAIMED WATER, WHETHER BY WIND-BLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTIOI~. WHETHER BY DESIGN, CONSTIRUCTION PRACTICE OR SYSTEM OPERATION, IS S1RICTL Y PROHIBITED. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASSISTANT Pl/INNING DIRECTOR f. DISTRICT ENGINEER, PR!IJr< TO IMPLEMENTATION JN FIELD. APPROVED FDR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT " P.[, __ _ REVIEWED BY: INSPECTOR CITY OF CARLSBAD DATE DATE CARLSBAD MUNICIPAL \JATER DISTRICT 1---1----1------------t---t--i---i--1 PLANNING DEPARTMENT CMw'D TITLE SHEET FOR, TFSHIMA DESIGN GROUP lANDOC'.APE ARCHITECnJRE I.AND Pl.ANNING 9903 BUilNBSSPAll. AVE. SUira C SAN OlllOO. CA. 921.1. 1EU'l'HONE (Q9) tm-m4 PAX• (Q9) Ql3--tlS2 F'ROJECT NO. I \1'-~"(-'-;0 '::I_' :::_.1---c· "'"'<") ('J s. 1[S', &1#1-:·, {,, ~,, •• -...- \JILL!IIM E. PLUMMER, DISTRICT ENGINEER R.C.E. 28176 SAN DIEGO COUNTY DEPT. or ENVIRONMENTAL HEALTH t'1 . .J -~4L-APPR□VED BY/ .J-16-,, 1----1------___jl-------------+---t----t----t---1 DATE -,,1-1,a Dlilc IHITW_ ~G1NEER or WORK REVISION DESCRIPTION DATI: INTTW._ DATE INrTW. OTI<ER APPROVAi. CITY APPROVAL DATE C:\JOBS\921016\DUT\ TE SHIMA\ TESH1 POINSETTIA SHORES ~ ~-,4- CARLSIIAD CALIFORNIA ASSISTANT PLANNING DIRECTOR OWN BY: __ _ 0 bPROJECT NO. I• U, • .e:w-0:-,G"") G-1" "l4 ~ 07 DRAWi NG H<=>. CHKD BY:~~- RVWD BY: 387-!5L "' ,4 ; 3 9 J ' ' . ' \ \ '• '~'' «', 1 \ \ ,11 · ' , .. ,,• i• , .. ,-· ··•"\ _,.,-.~ ', \ . •· . ' ' .. ·.EB 3 ··. '· FF=557 PAD=552 . \ LOT 1 EB re =56.1 PAD=556 ·-- ' . 0 □ BASE SHEET PREPARED BY: 7220 .A.venido Encino~ Suite 204 Corls-bod, ((llifornio 97.009 619-931~7"700 F'a:ic6 I ~-931-861:lO C'r,iil Engin,.ering Plcrnning Proc;:~~,;ing Surveymq 0 6i:J \[BJ rr~51. 4 PAD=56.9 ~ \l]7 FF=57.6 PAD=57. I I I I \ I \ --- \ "' I ·-.. ... ·:;._;·····" ~·~~~ t.~(: ,c I ,...----+-"'-.- ~ r \ <??. L/ ,I,¾ . f;', I ' i \,'-. I I 'II' i~' lR slruB ' ' I , ; ... , ... ' ... ,.:'.!::.,., FF=59 I PAD=586 ~ \[B7 FF=585 PAD=581 ., . 5/)·., ,••. ~~'."\ ,a_ W ~· ______,_. I I ' \ . \ \ . \ 'nRosE 1N ~ I •... ,, calJ1cbL.LEft. O' S' 20' -----, o· 40' SCALE: 1" • 20' ~ "'·I '" 't-:~~... ····"; ..... ··•· ..... , . I ·--~. n-+---t-~--~' ::o._, '"--~=-~-! I'; I j ; . Ii I I, ' . .,, ,. I . I ' ]'\., ..._ I l,.,11 @ FF=58! PA0=5l6 ' r------, ~-,•,, r---'~----! I I I ~-~-_J • <fl}\ I FF~57.7 1 I PAD"'5l2 I . ; ,,a • IO•: 6: ./...../Ne ~ \ ® IT 'J-'i I\ r--'-~ ~ fF=57.8 I I/ C::::::i 1\. PAD=57.J _ ... \. IL_ <:::, , . I : APPR □vED /F □R PLANT 1 tt,Nv .. -.•-~~._J D IRRIG VIDN □NL Y, 1 111 IN NG I PRECISE I ' LOCATION OF PLANTING AREAS. • \ \ I ' BENCHMARK: DESCRIPTION: LOCAT•QN: RECORD FROM: ELEV.'.T!ON: STANDARD DISC SET FLUSH IN EAST CORNER ON NORTH ABUTMENT OF EAST BRIDGE APPROX. 300 FEET SOUTH OF SOUTH ENTRY TO CARLSBAD STATE PARK 40 FEET EAST OF CENTERLINE OF NORTH BOUND CARLSBAD BLVD. ON PONTO STREET BRIDGE NO.A78B2 NORTH COUNTY VERTICAL CONTROL DATA BOOK, PAGE 135 NO OC 0147 50.558 M.S.L. DATF. INITIAL ENGl'4E[q or WORK REVISION DESCRIPTION • i • I \ \ ' • r I j NOTE: ; i I I ' SEE SHEET 4 FOR IRRIGATION LEGEND ANO NOTES. D,:.''!'E. INITIAi.. IN!TIA. OTHER APPROVAL CITY APPROVAi, POINSETTIA SHORES AREA A-4 DWN BY· CHKD BY:_~_ RVWD OY: PROJ[CT NO CT. 94-07 " ....... :,Hf.[1$ 1e Df<AWll"G NO. 1357-SL.. O' 5' 20' ----10' SCALE; 1• = 20' 40' l i ( I I j ' i J I ' \ . : f j I: I ) : ' . I i j ' : Ii i i ( I i i i I ii I , : I ·1 .. ; !, ; i \i; ! .. 1 11 1 i \ .-l i ! 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'·,, PA0=54.6 . \ ' \ ' EB rr .. 55 4 PAD=54.9 , -- I I I f I i I / I I ! 0 O •. ! "t;.' \''"'··•••••n., '--::'./ --- • , -- --SEE SHEET 4 FOR IRRIGATION LEGEND-ANO NOTES. J \ BENCHMARK: DESCRIPTION LOCATION: RECORD FROM: ELEVATION STANDARD DISC SET FLUSH IN EAST CORNER ON NORTH ABUTMENT OF EAST BRIDGE APPROX. 300 FEET SOl/TH OF SOUTH ENTRY TO CARLSBAD STATE PARK 40 FEET EAST OF CENTERLINE OF NORTH BOUND CARLSBAD BLVD, ON PONTO STREET BRIDGE NO,A78B2 NORTH COUNTY VERTICAL CONTROL DATA BOOK, PAGE 135 NO. OC 0147 50.558 M,S.L. • • A Cfu,,f-1';;e,-~ ---I ~ 'Mel;> 10 _l_"_" ~ ~ ... • -1-','l_C: , . 1J2.. ... _ -p;;;,J,_ ::-•....a\ I\ II - .S:f'.•0 .& .. Nb ru\u· /1\ DAT[ INITIAL l:NCINl:.ER OF WORK REVISION DESCRIPTION F",\JOBS:\9-6'.0l9\9619DL03 7-14-'?7 2,52,09 p11 XRcf' 961901 .. OUAP,DGRD,DSTR,DUTL,DTPCl PSO 961901- APPROVED FDR PLANTING TESHIMA DESIGN GROUP Landscape ATchitecture 'AN·D IRRIGATION □NL Y . INC'L_UDING, PREEISE Land Planning 9903 Busine,spark Ave., Suite C San Diego, CA 92131 LOCATION OF PLANTING AREAS. Ph. (619)693,8824 Fax (619)693-1182 I S3ET I CITY OF CARLSBAD 5H[[TS "11 s-, .... O.t>.. ,-.~~ 1'f7 1b A.l'N~ I )N,;2, DEPARTMENT ~ If_ o.s. ~ l8 ll"./'VG4TltN Pl.ANS FOR: '"1/.J/1!_ l,),r.;>. fVl.j•7M n:;J PO/NSEmA SHORES AREA A-4 • 'J.4,1, (._,,-f!l-t)o ~ C. T. !l-1-01 . -j-1-9#1 APPROVE~ (},{'ml. ' . A._°F.olC,TAf.)T. -PL.Af..lN.1;,.10. V/F.!:c<'il_c'JF . :)ATE JWN BY: PF:OJECT NO. [}f<AWINC 1,0 I DATE INITll!,L OA1't. !NITIA_ CHKD BY: . C. T. 94-07 351~5L I RVWD BY: OfHER APPROVAL CITY APPROVAi. O.lv'\.W,'D. '9!5-502 I .1 - -' . ' ' ' . ' ' ', ', ', .... ,, .... ' ! ', - PAD=569 @) ff=582 PAD.=577 '-.,, ' ' (~2) FF=59J PAD=58'!i ' ' ' ' ' '"' ' I \ ' I I eeL- Ff=598 PAD=59.3 e;0 FF=596 PA0=59 I ' ' ' \"'.J \ ' \ \ "- ' ' ' . !. - ,..:; ... <': .• ,.,: ! i ! I '! I ' ' ; I 11 ! ' ·r ! • /JI;;;,. \, . ., \ ., ... ~,t . ' •• 1 .. , •• i I \ BASE SHEET PREPARED BY: 7220 Av¢nido En.;:ino!I Suit~ 20'1- Corlsbod. California 92009 619~~'1:31-7700 f'oi,::619-931-El6B0 ---------· .. Ci-,il EngiMcring Plonnmg ~rocoess.ing ';iurveyi119 I I I L-_,_,--..J u. '£3 eB ff=578 PAD=573 G~?\ \ rr~5BJ \ PAD=578 \ 6D \[:87 FF=596 PA0=59! . ('~ ,,, ' \ I --~ \ / ,, cs?) FF=586 PAD=58 / "AS-BUILT " \ \ ! \ ' E-'Jt)--Oo P w,·!lt)-a!J DATE REVIEWED B~ L,P\?3 0-16-00 DATE INSPECTOR A-n \ I \ \ /"'' / \ ' :··-~ ! ! , I ' ! ! ! ! , I i \ l ' ·, I \ \ \ ! I I ; i ! i f f ! ! ! I ! i f ; ! ! • ' I '. ! I ' , ! I , i I I l \ \ \ \ l ! - i \ \ \ , I , \ , ' ' \ ! !, i \ \ \ l i I ; i \ ' l \ i I \ ·,,.,\-·· .... ~·\"" \ I I , . ' I , I · I ' ' I i I .·· I ' I I ' I I I ! ! i ' / ; ! ' ' ' i j t I ! ! ! I f ! ' I i ! I I I I I ' I j I ! , ' ' ; I ' , I I I / I I I I i I I I : I . ! ! ' I : I ' i ' I I ' ! I ' I I ' 1 1 ; ' 1 ! i ' ' j ,' / I ' , ! . \ ' , 1/4 "' (!) <'> ' ,,. 'I , (' ! f I I I I I . . .. I I / ! 1 _ 1 1· t·, I ; ! 1· \,. i _i <) .' i .-·! I . 1/2 V e •,V 0 E t\J 0 -..:i F ;,<_ u • I l lhWJFAcnJR EA,MOOEL TORO. 571)l Sl-<11'-CV·12 wrrH PURPlE CAP TOj<O· 5702 Sl-61'-CV·15 WITH PURPLE CAP TORO -570Z SERIES 36-SS WI PURPLE CAP TORO • 300 SERIES STREAM ROTO Wi PURPLE C/>I' TOOO • 570 SST SERIE$ SIDE/END STRIP EXISTNG FEBCO 112i;.y W/500 YS PRES, RED. WILKENS/ 500 SERIES, IARITR<li MC + SERIES O' 5' i;;;;-20' 1 O' SCALI:: 1" " 20' IRRIGATION LEGEND stf'Ull'OPU' StflW f'Of'-U'. Sttlillf'Of'-U' SlflW ~ Sttll.6 POP-U' W/11ER MEW, RIP BACKFLOW PREVENTO!< PfUH.AEf£(UATOR AUTOMATIC CONTROUER WITH ,, IRRIGATION CALCULATIONS H.G.L.(311 1-1 /4" RCV A•22 GPM @ 49.5 ELEV. STATIC WATER PRESSURE = 120 PSI REGULATE TO 85 PSI DESIGN PRESSURE LATERAL LINE MAIN LINE (1,125) L.F, RCV 1-1 /2" BACKFLOW PREVENTER 1-1/2" PRESSURE REGULATOR 1-1/2" WATER METER TOTAL PRESSURE REQUIRED 40' G/\IJ.Q'l$ PER MINUTES RADl.6 PSI F 112 114 10 • 12' 30 2.19 1,09 0,50 13 · 15' 30 3.6 1.65 Q,85 20' 30 1.2 0,80 - 1f>'-W" ae r,.n 2.e& ,.~ 4· X 30' 30 1.5 0.75 . llY OTHERS, SEE <:;IVl. PLANS 1-1/2" BACKFLOW DEVICE INU.E SIZE st:EPiAN 30.0 PSI 3.5 PSI 1R2 PSI 5,86 PSI 13,0 PSI 6.0 PSI 6.0 PSI 76.71 PSI INSTAil. (1) PEA CONTR & PEA M/INUF. RECOMM. I I i WCS -1\AIN GUARD" #RG RAIN SHUT Off DEVICE INU>JESIZE \ . , ! ! ! , '. . \ '' ' \ '. \ , '· .,, \ : \ ·.: ' ' ·\ ' ' ' ' I \ : '' : '' ! '' ' l, \ \ '! i' ! \ ' ·, \ , ' \ \ \ • C; ; \ \ \ i \ \ , ! \ \ ' BENCHMARK: t,~-. DESCRIPTION: STANDARD DISC SET flUSH IN EAST CORNER ON NORTH ABUTMENT OF EAST BRIDGE LOCATION, APPROX. 300 FEET SOUTH OF SOUTH ENTRY TO CARLSBAD STATE PARK 40 FEET EAST OF CENTERLINE OF NORTH BOUND CARLSBAD BLVD, ON PONTO STREET BRIDGE NO.A7BB2 DATE Al,\ !(A A INITIAL RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA BOOK, PAGE 135 NO, DC O 14 7 E"NGIN~E:;R OF WORK ELEVATION 50.558 MSL ' l Ki I ' \ \ :, ' ' \ ' ! \ ' ' . I . "' ... i,r,. GRISWOLD 2000 SERIES MASTER VAL VE s RAINBIAO-P,E.B, ·PASSl:'AES REMOTE CONTROl VAL VE SIZE AS SHOWN ,® NELSON 7645 W/ KEYS QUICK COUPLER VALVE 1• SIZE NON-POTABLE, ACME THREAD ... l(IN(l BROCl l.0-TOAQl.E BALL VALVE INLINE Sillc -SEE SPECS. CARSON 0A EQUAL W/ PURPLE LID VALVE BOX SEE(;!'!;;(;. \ CONTROi. WIRE. 14 GAU(iE TO BE INSTALLED IN SLEEVES UNDER N<IY ' DIRECT BURIAL (COLOR COOED) PURPLE LINE CLASS 315 OR SCH, 40 PVC MAINLINE (PVC PIPE) 1•. 1-112" • SCH 40; 2"-2-1/2" • CLASS 315 --l1AROSCN'f -PURPLE LINE CLASS 200 PVC LATERAL LINE (PVC PIPE) SEE SIECS/ -------SCH. )l(l PVC SLEEVE AT VEHICLE PAVING w, so• COVE SLEEVE (PVC PIPE) 2 X DIA. Of PIPE TO BE SLEEVED ------ SCH,~ PVC SLEEVE AT ELSEWHERE ' 2 X DIA. Of PIPE TO BE SU:EVED I \¥,LF ,<;,0@, W~/ 4" POP-UP 0 TORO. 570. FB·50 • PC FLOOD BUBBLER MANUAL ANGLE VALVE ( M/",V) POT ABLE WATER ""·· CHAMPION f20(HJ75 SERIES $ • , CHAMPION #162-075 SERIES ~c-V,'a,'UM ~l'"efl-POTABU' WATER ' I I I I ' ' ' \ r , , PVC CL-200 LA TEl:IAL UNE 1. 2. 3, 4, 5, 6. \7. ' I ' a. 9. 10. . ......-.-, - The Irrigation plan Is drawn diagrammatically, Locate all piping and equipment in planting areas where possible All lateral endruns shall be 112" diameter. size unless shown otherwise, CL315. All remote control valves shall ba Installed in valve boxes, one valve per box. Locate all remote control and quick coupling valves adjacent to walks or curbs. If Irrigation lines musrbe run under driveways, Install In PVC sleeves two (2) sizes larger than pipe shown, Use separate sleeve for controller wires, Adjust all heads to minimize throw onto walls, walks, windows, etc. Install anti-drain valves under sprlnkler heads as needed to prevent erosion/run-off due to site topography. , Install shrub head& adjacent to walks, curbs or pavement on 6" pop-up risers; install all other shrub heads on shrub head risers 6" above grade; ins1all all lawn spray heads on 4" pop-up risers. Wiring to valves shall be sleeved separately from mainline pipe, Minimum wire sleeve size is 1-1/2" -2", Install pop-ups \l\(lthin 1 O' of all pedestrian uses. Locate mains out of R.O.W. or G.U.A.E. ( l11JUS\S& ~ ~!NI$) I S-4ET I ·-12' -~ ,,, (5 J:lp V,b. / ,,,1£,,N ~ ,..,,, ' Rm-1-'1--e ~~ APPROVED FOR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD SHEE:TS 1E'J ft..hNNll·lG DEPA'lTMENT -~~. "!(Sf~ D.fl. L•l~OO 1-V //flf,IW!t1,/ Pl.ANS FOR: - >e l".IUll:l" ~-IIQ. o,: I .t:& POINSETTIA ~"'HORES AREA A-4 . CT. 9o/-01 APPROVEDCt1Ma D!.fM.A ---. ·------·--i_7-'l.8 1'%/571'-NT" l--~ANf]lt,J(7. !Jlf'-f_C;fi)f, DATE /,\ OWN BY: -,_ PROJECT NO. DRAWING NO. DAT~ INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: C. T. 94-07 3!57-5L • F:\JDB.S\Sl61019\9619DL06 7-15··97 J;02:t2 pn _ .... , .... ,. --·-·--··-···· ··---·---, ....... ,.,,,, ___ --- i _j I ' .. I . ' i I I I ! ' ' i I I i I I I I i I ' ' ! ! I I I J I I I I I ' ' I I I ! I : \ \ ' ' ' \ ' ! ! i I I I I I ! i I ! ! ' i \ I I i i I \ I ' \ /,Qz~ ' Ff"= 55 0 PAD=54.5 □ □ @ Ff=/.i4.4 PAD=519 '(~;9 ff=52.9 PAD=52 4 ·····•·"·'·''·· •• I MA-TCtf ® ff=5J9 PAD=5J4 4-lM!' -- C\9 ff"=52J PAD~51.8 ?.74f-1' Ml-<V 12> GfM.-• · .. ,. KNOTS LN -~•·1· 'I"-+-+--.~:__,~-"~-~---· --,,+-·· . ... ,f1!.," "'' j/r 1. LJrj '1:]7 FF=524 PA0=5!.9 FF=498 BASE SHEET PREPARED BY: ... I_ j,f' 'T' 1·. ' ·, \(J / @1 ff,a5/.8 PAD=51.J ... f.!/ . _j u "AS-BUILT " I 1 I I _J i I s--1 ... oo_ 7220 Avenido Eri,::ino!C Suite 204 Cortsbad, Co!if<)mio 97.009 619~-9)!~7'"/00 r□:w:619-9J 1 ~a6eo C-vil Fn9inel!!ring P:onr;ir,g Proi::~u,rig Sun,eyirn:i DATE RlVIEW[[) fW: L-.clt\~-- INSP[CTOR I . . • • . ·••".i I I l .... ' I I ' ..-...... ~ ...... if-1 .• ,.,.i,.,,,,,, i "(~) FF=520 PAD=.51.5 @ FF=544 PAD=519 KNOTS, LN.t•" ~ '" ' " " I I I I '-.S\ ·7 c=-, y " {7 l21'M •, \ \ \ _"1/1''i4v I it. '-Ft~{\ ) . \ . . . . \ ~/ \ 1~-:,--____ ' \ 1 :~___.___,_ I \, 31 \.., 1 R \ . . . . ' ' \ FF=5J.7 'PAD=512 ... !::>' \ ~\. . ,! ,_ \i 1 . . . . . . ' . ~ O' 5' --20' 1 o· 40' SCALE: 1" = 20' 1._ -e,; EE s·HEET 4 FOR IRRIGATION LEGEND AND NOTES. ,<'""/; I P,1£)_ "'S.s; 6' ,• --....J. '"'S.s;J / J I I I . I , ~, . APPROVED FDR PLANTING AND IRRIGATION □NL Y . INCLUDING PRECISE L □CA TION OF PLANTING ~AREAS . All.. ~~G-e ~1~ ~ -"llsi'f& D.j!). l?.<•'ll'I IZL [TI CITY OF CARLSBAD 1sru l''LAN f -lltJ;, . DEPARTMENT iP. ~ · -,lif ~ . ! "1/5 In& i;,.e . & ' . . •, /~PUNS FOR: .• i,-~ ~ . BENCHMARK: £._ ~ M/1,ffJ 1.,.1 l t.o! VI).~,,_~ , ,_ POINSETTIA SHORES DESCRIP'!ON: LOC.~TION: RECORD FROM: ELEVATION STANDARD DISC SET f'LUSH IN EAST CORNER ON NORTH ABUTMENT OF EAST BRIDGE APPROX. 300 FEET SOUTH OF SOUTH ENTRY TO CARLSBAD STATE PARK 40 FEET EAST OF CENTERLINE OF NORTH BOUND CARLSBAD BLVD. ON PONTO STREET BRIDGE NO.A78B2 NORTH COUNTY VERTICAL CONTROL DATA BOOK, PAGE 135 NO. OC 0147 50.558 1.1.S.L. 5-;I..•«:) ,Q,, ~ ~•-i-: /,\ DATE INITIAL DATE INITIAL E'.NGlNEf.R or WO~K REVISION DESCRIPTION OTHE~ APP~OVAL F":\JQBS\9f",10l9\'9(,\9DLOS 7-1~-·f! 12:59.42 PJTJ Xret,;· %!~[:I, gf;)Q[)fJ;f\, '.H)l()['tMAP, %1111)STR, %190UTL. 9619CTF"O. 961~1-"L»I AREA A-4 b• ~ C. T. 94-01 APPROVE(JG • Q;G p . ' -_ '1-1::.m___ --D4t ~ J.) . . ' . A"'t",/ S,rt,rf Pl A~Hll~IG OIF-EcC:rr.op. D,1TE OWN§ PPOJECT NO. DFAl'VING NO. DATE INITIA_ Cl-'KD BY: C. T. 94-07 3ol·6L.. CITY APPROVAi, RVWD BY ·--""-...... ----. /\ \ \ ' I I ' I I I ' i I I I I I I I • I I ; I/ ! ! ' ' . ' ' i I '. I ' ' I " ( ' I i I I I I I i I f \ \ \ I i ......... j. I I I I I I I I /I ....... I ' I I I ! I \ i \ I I . I ' I ("' \ ' i ~ ··l i i \ ' ', ' .) ' I I I \ ' ' I I ' ' / I / I ; I ( I• . ' I i ' ' f \... ... ,.,,., \ \ --1----····· ' I I I•. I I . I I ( i I I ' ' l1 I I I I/ I \ I I \ i .. ' . ' . ' t \..t . ' ' I I I I ' I I ' I I : I i I I I I ' ! ! ' I I I I I ' I i i ' i I I I I . I ' i . I I ! ' ' . I ! I ! ! ! ! I ' I I I I I '' I I i i ; ! I i \\ ' i \ I 1; I I (! u I I_· I '1 i . \ i . ' . I \ I I ' ! I ;/ . i ' ii I/ i' :! I I I ' i ' I ! I ! j I : I ' I I I ' ! i ' ' I I I I ' I ! • ! : i I / i I I e~ni 1YJ~ / ' ' I f I ' 1-'" I ' ' I ~ t \ \ \ ~ ' •1,() w I I I I I i I ~612--i~- ' l-1Ne ~-~ 5 (39\ ~ FF=498 PAD=49J L / ,-~-- 1 I I a a L 6D ~ FF=49.8 PAD~49J ' ---·- ., ,,·----. .,, ..... , '••,,,_ ( .. \';"· ·/') . __ ., .. -~- I I i ' 'Ii\~ LDT f)~; I i .. ,., ...... l r .,,,,,,1 I I I ~ I I I I .i. .,. ---- ® Ff~49.6 PA0=49.! ·::..,-:_···· , .. - r ~/!>l -s "fB1 _.\ • ' I ' I I I I l'l> er (228) FF=49.8 PAD=49J G~~ FF=49.6 PA0=49.1 i / / / --c-9~~,-s-- "AS-BUILT " \ BENCHMARK: 7220 Av1;nido Encinos $1,.1il@ 104 Carlsbod, Ct;1lifornia 92009 619-9.'31~i'/'00 Fox:6 19-931-8680 Civil [ngini,,~ring Plannin9 Prac<!'ssirn;1 Surveying REVIEWC::D flY: ~ . b\t1e¥:- IN SPECTOR G-4-00 ~ ---""' DATE (p·/6-t?Cl OAT[ DESCRIPTION, LOCATION: RECORD FROM: ELEVATION: STANDARD DISC SET FLUSH IN EAST CORNER ON NORTH ABUT~ENT OF EAST BRIDGE APPROX. 300 FEET SOUTH OF SOUTH ENTRY TO CARLSBAD STATE PARK 40 FEET EAST OF CENTERLINE OF NORTH BOUND CARLSBAD BLVD. ON PONTO STREET BRIDGE N0.A7882 NORTH COUNTY VERTICAL CONTROL DATA BOOK, PAGE 135 NO. OC O 14 7 50.558 M.S.L. \ \ \ ' ' . \ \ EY~tn FF=49.6 PAD=49.1 \ I !... ------- R r"/'. . P4 0. '° S(? t ~ /' . '?!,? / \ \ \ \ \ \ \. \ \ / I I f"•\JDBS\961019\9619DL07 7=1'3~'J? 1:05:00 pn I ' \ . L --------------- / / I I !/ I O' 5' 20' ---1 O' 40' SCALE: 1" = 20' NOTE: SEE SHEET 4 FOR IRRIGATION LEGEND AND NOTES. 111"'' '.'.''".~:.~ ,,,./(' ' . ,,:/~~ ~• \I I .. ·•Af.::w /' ",J;?;·<.:·':!t..-!~/, :~,-;; ---,; _ _t.J;; 1.:ilLi~> -····.··-·-····.;i APPROVED FDR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE LOCATION OF PLANTING AREAS. /N<fl!;'ff!N,/ PUNS FOR: POINSETTIA SHORES AREA A-4 C.T. 91-07 I • • •••=•~=r••••••'•'••• -I ' """""m" ,,,,f .... , . . ,.t,'.C ... "\'f.".'.\' I i r / .... i / ' , I I ;-ffi I----- ! I i I f I , I ( ', ., ' "" .... = ...... =r \ ....,, ~ \ ' ' ' i M/>J/ '·-._} \ \.~: ·-,, . L . --==::__.c:==-- I L __ ~ ~ FF=50 7 PA0='02 ?f~ 1~,41 MAV. 10&PM \eb'™ FF=518 AD=51J , ·--- I ,).' j ,1 ·····1r- //G~~ FF=522 PAD=5!,l -. ---- I \ . ' ,~--1---1 , .. ) _, ~~I· !J....____J, .I I I \ I ' ' ' ···· rv .. I _:::,;,-,,------------ 1,, '' ,, ·, .., "'-, BASE SHEET PREPARED BY: 7220 A..-cnido En,;:ino, Suite 204 Corl~bod, Colifcrnio 92009 619--931 -7700 Fo)<:619-9)1-~61'0 Civ.l Engi'1eering Plonnin9 Prar:e:!.s1ng Surveying ' \ I /! ··:r/-;'-·········· ;// □ '11 (r-,· .1 \..Y FF=586 PAD~58. I \ ' 4\ \ \ \ \ \ \ i \ \ ' 1 • c\_l,..,------f' 0-~~~.,-..__, ~MIi.' ;'IM-I/J~z;:' __ -\_ □ (1,) FF=550 PAD=.54.5: '\' '-r-,J J i ! I I i • , ' i , ... ,J <" ' I ____ _J ., • " ' ' ' ' ~/ ~ . FF,a56.1 .. PAD=55.6 ' . . r ',. 'v Loe! . . .., ' , .. \ ' ' \ 1141MAVI rrAA/ \ ! ::-l ,w 42 ,. ' ~----------', \ '. ~5 ./ ~ /seft'ref'.. / \ I ' ' ' ' \ \ \ . ' ' . \ \ I I ' i/ ' ' /:~ ' ,' "AS-BUILT " BENCHMARK: ..,.,. ~'"4-«> ~ "'.'_.9, DATE DESCRIPTION: STANDARD DISC SET FLUSH IN EAST CORNER ON NORTH ABUTMENT OF EAST BRIDGE LOCATION: APPROX. 300 FEET SOUTH OF SOUTH ENTRY TO CARLSBAD ~TATE PARK 40 FEET EAST ' I I . . \ \ \ \ ' l ' \ \ \ \ \ ' . ' . ' . ' ' ' ' . ' . . \ \ \ \_ \ \ \ \ '). '' .. ·, ,: / / \ '; \ \ ' / i .' ) i " . ! ' ! _, i I i i , .< i I ' ; ! i , / ! i i ' i i f i ; f i / j I 11'·' ' I ; /! / I ' ' I r , ' I \ i j ' , ' ' \ / ( . ' '.,j - l~ ·-t:,;J!o:¾-'>~~"'.\",'1,,'Z' \\ ., '· 0' 5' 20' ,o· 40' ~----,::__c_:--;-· ~ ----=: . ----q~ if ,;w-tlW t,,J<tj 11'1., '#V,'p ec i/1I :- r l"Fq,! MA,V. SCALE: 1• = 20' ~ ft) 0 en ~ IL ATMOSPHERIC VACUUM BREAK!:R. FOR IRRIGATION LEGEND AND NOTES. ( R;isl~NO'f:! y~ ~- t,4'-,~ ""1Jm>( ~NS •T-' ~~ APPROVED FOR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE LOCATION OF PLANTING AREAS. ==1-...=::_-1 w I CITut_g~~1fJTBADJ SHf:Cl'., 12' /XIV~ Pl.ANS FOR: POINSETTIA SHORES AREA A-4 REVIEWED BY OF CENTERLINE OF NORTH BOUND CARLSBAD BLVD, ON PONTO STREET BRIDGE N0.A7882 l------1-------+--,--···----------------1-----l----,-----l-- INSPECTOR RECORD FROM' NORTH COUNTY VERTICAL CONTROL DATA BOOK, PAGE 135 NO, OC 014 7 ELEVATION: 50.558 M.S.L. DAT[ INITIAL tNGINE'tR OF WORK OAT£ INITIAL REVISION DESCRIPTION OTHl::R APPROVAL DATE INITIAL CITY APPROV.!..L DWN BY: ___ ,. ____ _ CHKD BY:: ___ _ RVWD BY: PROJECT NO C.T. 94-07 DRAWING NO. -------------------------------------.... --------------------------------------------------------------------·-----------------------·-----------------------f;\JDBS\961019\9E:I9DL08 7-15-97 1,22:00 p"l C.M,KI.P. "J5" -.212- I \ ~\, 1:S -. ,)./ . ' ___,x--., ,, ·, \_,,•··\ -- 0 4 ; 1 9 )F \ \ - ·······"··· ' ' '•····:. ~ ~-\ x.~ -1---', --' ·' ' ' ' NOTES: ALL STREET TREES SHALL BE IRRIGATED TEMPOAARILY WITH THE WATER TRUCKS UNTIL FRONT YARDS LANDSCAPE & IRRIGATION ARE INSTALLED. \ ' LDJ 3 Jld)JP EB r,, =56 ! PA0~556 t' <::· "1 :.\·::. i...,........... ,--,- <'"(",:•') ' ---....,..... ....... ·1... .. ~ ~ \ \'',,. -~\ \ . ', 1/'j y.rJj vD BASE SHEET PREPARED BY: 7220 Avt:111ida El"lcinos 5vite 204 Corl:!;b□d, Cnlifornio 92009 619-931-7700 Fa~,619-931-8680 Cfyil Engifli::eir··ng P'l(lnning Proce.~sing Surveying ~ \[]7 FF~576 PAD=571 ---7 I '--r--~············Jl .. , .. ,,,., .. ~ ~ rr~574 PA0~55.9 PE. -+------..........____, "AS-BUILT " EXP. ____ _ REVIEWED BY: INSPECTOR ! ! I I I I ' ' ' ' I I " : Ii "· I DATE DATE -~,~~*)<~ R,WJ? 1-!cf',-, - ' ' ' ' ' ' -! I "' I+'. B,::r tQI! I =·, ,t i ! I i, ... ,.,_"' "'\"'.; ' \ ' ® FF=59.T PA0=586 I q~ i I \ \ '""'.:';., \ ... , .. {} ?':! .,.....___, \ ;----L...-\ 1\ 1\ I \ \ BENCHMARK; \ FF=586 PAD.;58! \ DESCRIPTION· STANDARD DISC SET FLUSH IN EAST CORNER ON NORTH ABUTMENT OF EAST BRIDGE LOCATION: ' APPROX, 300 FEET SOUTH OF SOUTH ENTRY TO CARLSBAD STATE PARK 40 FEET EAST OF CENTERLINE OF NORTH BOUND CARLSBAD BLVD. ON PONTO STREET BRIDGE NO.A78B2 RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA BOOK, PAGE 135 NO. OC 0147 ELEVATION: 50.558 M.S.L. \ \ . -\ 20' 40' '--+--l-------------+---+--t---t--7 I SH8ET I CITlLANg~ ~~~~TBAD 1-------+-- 1-~cc--l-::c=:c--t"----·---····-··----DAT~ INl1'IAL OAT( INITIAL OAT!:," INITIAr ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CilY APPROVAi. LANDSCAPE PUNS FOIi: POINSE"IA SHORES AH£.4 A-4 OWN BY:~~- CHKD BY:~ .. ~~ RVWD SY: PROJECT NO. C.T. 94-07 C.T. /U-07 t.{-7-'16 DATE DF'AWING NC $7~6L \ O' 5' 20' ----10' 40' SCALE: 1" ~ 20' Wil I . ·~ : It V . ,-co:,----~ -. --.. /ff-_-,.,,.,~ ·' ·1 \ ' ;_ '~~ ,:J-c.· ""-/I . i \\' ,, !. ~t~~,~ ' \ ' , i ' \ , ' • \ I ,/ i ( i i I I \ ' \ I \ \ I i ' J I I r , ; ' ' ' ' I I ' jl/ 1 '--' ?' ,Y-\'• · -- . I' l \ ·•, ••••• , \ I I \J',. /) I I\ ) '\< . I ·-I \ ·~~- NOTES: ALL STREET TREES SHALL BE IRRIGATED TEMPORARILY WITH THE WATER TRUCKS UNTIL FRONT YARDS L.ANDSCAf>E & IRRIGATION ARE INSTALLED \ \I , \1\ / \ 't \ '\\' /·\ .,, I ' 1 \ '~ ~~J~:HEET 10 FOR PLANTING LEGEND AND NOTES. \\\\ i / /\ .... ·\.,,,_ <4k,,,-. i \ \ L D -.r 3 / i \ \\ ), / i \ \ '-. / _ \\( \J, . / : ~~1'-1-"~-;\' \: ----' , ,, ;WAF 131 B 1 //,/ I /\\ ------ I 1 ' I /!// 11 I ,,\~ ~:1.?~ ~·... ...·· , I r/l/ J. i '\ , , /i!'/ (\ I ts •N ,.,., ... ' ....... .,_ ..... ___ _ @ FF~550 PA0=545 ,--- /ii I f \ : ~-~ . ,,i·. !/(/ I "i ;, I! ' /, / i I I I • \ r ',, I r • ' / 11/1 ! \• , /v I., ,· I \ \ ~ . 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'y,·_ ... •:"-. f).···.:•·· ~ > \ .. ,;,,, '),,~· "'· ,,,.._, .. , .... f.-:,, '.··_:' ,'7 . /~,~ ,·'·;!: ,. . ,,.,:,, . :, . , ..... ,, .1 '.'• ...• , ', . . : ... -:.·1·.I ;.,,fao.. i i ! ... l :·.'1 • • '· .. , . .-,LC _;."f,,/. 1¥ , .. ,· \. ·... '/' /ll/i)>· .-/ "\ . .'' ,, '! , .. -~t. ·"'.!",:-"'. ' -:/ ·,,\ •,. /' ,:, '•··,., .. , ..... ,~·•' "AS-BUILT " APPROVED FOR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE LOCATION OF PLANTING AREAS. . BENCHMARK: J I.....__, _,.,.·· DATE DESCRIPTION, LOCATION STANDARD DISC SET FLUSH IN EAST CORNER ON NORTH ABUTMENT OF EAST BRIDGE APPROX. 300 FEET SOUTH OF SOUTH ENTRY TO CARLSBAD STATE PARK 40 FEET EAST 1----1--+-------------·--·---t-·--r---------r---- P.E. EXP. ___ _ \ \ \ ' ., \ ' : \ \ ' ' \ ' \ ' \ \ , I i , • I I . .. , .. -, .. ! I I 'n j ,. \, ' \ \, i " ' /,{ . ., 1-/ ... ' ,..,., ... .. , ..... ( L ~~) ' \, \ --::-:'~ 1__________ I r- ' 7220 Avenida En<:ina:!i Suite 204 Corlsbad, California 92009 619-931-7700 !=°!J...:'1519•~9.11 ""868.o C,vi! Engil"lO<!l<"inQ PIO!ll'\i1'1Q Proce-ssing Surveying REVIEWED BY, INSPECTOR DAT[ RECORD FROM, ELEVATION, OF CENTERLINE OF NORTH BOUND CARLSBAD BLVD. ON PONTO STREET BRIDGE NO.A7882 NORTH COUNlY VERTICAL CONTROL DATA BOOK, PAGE 135 NO. OC 0147 ENGINEER OF WORK IN!TlA~ REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAi. OWN BY:~•-- CHKD BY:~-··.·-·.~ RVWD BY, PROJECT NO C.T. 94-07 50.558 M.S.L. f:\.J□BS\96101')\96I9Dl.-JJ 7 "14 ·n 2:52·09 pr1 XR~F· 9619DL. D\.lAP.DGRD.'.:JSTR.DUTL DfP() P\D: %19DL C.T. H-07 'l-7-9', I DATE . DRAWING NO. Y31-51- J _r ~,..........-- r-----,, . PA0=56.9 69 FF=59.6 PA0=59.1 BASE SHEET PREPARED BY: 7220 Av~nlda EnciM3 Suite 204 C,:Hl:!ibod, Co!ifornk1 92009 619-931-7700 fax:619-931--8680 Civil Engineering P!onnin9 PrQces~ing Surveying "AS-BUILT " PE. REVIEWED BY INSPECTOR DATE DATE TESHIMA DESIGN GROUP Landscape Arch.itec= Land Planning 9903 Businesspark Ave., Suite C San Diego, CA 92131 Ph. (619)693-8824 Fax (619)693-1182 BENCHMARK: DESCRIPTION LOCATION: RECORD FROM: ELEVATION: STANDARD DISC SET FLUSH IN EAST CORNER ON NORTH ABUTMENT Of EAST BRIDGE APPROX, JOO FEET SOUTH Of SOUTH ENTRY TO CARLSBAD STATE PARK 40 FEET EAST OF CENTERLINE Of NORTH BOUND CARLSBAD BLVD. ON PONTO 9TREET BRIDGE NO.A7BB2 NORTH COUNTY VERTICAL CONTROL DATA BOOK, PAGE 135 NO. OC 0147 50.558 M,S,L ' ' . ' \ \ \ \ APPROVED' FDR / / /' /' '( .. /·. / / ,/ , f 1 I / f ; / / ! 1· I f I I • I i I ,/ ., i ' ' / ;' i ,/ i i I / I /. I I I I ./ , , / l ,., l I , / ,/ t l I I , / \ I ( ( \ ; i ! ' PLANTING AND IRRIGATION ONLY . INCLUDING PRECISE LOCATION OF PLANTING AREAS. . ~--~ .... ~~-~~ ,-~---- ,-----------~ -· _ _. ~-·-·-··· -----~~--~·•ffl -~.~Hd'MffH __ ,. ,. Ii\ .. DATE INITIAL ENGINEER OF WORK HEVISION DESCRIPTION .. ,· ' I l ,,., ... , I r· i , . I IL S'tMBC'X. ~ - 0 PLANTING NOTES: SEE LANDSCAPE MANUAL SECTION IVE. E.3·1 E.3-1.1A,B,C,D E.3-1.2 E.3-1.2.1.A,B,C E.3-1.2-2 E.3-1.2-2.1,A,B,C E.3-1.2-2.2 NTING INSTALL 3" MULCH IN ALL NON TURF PL.A AREAS LESS STEEP THAN 3;1 O' 5' ►-JO' 1 O' SCAL:: 1" = 20' PLANILIST BOTANICAUCOMMON NAME 40' ARECASTRUM ROMANZOFFIANUM "QUEEN PALM• JACARANDA MIMOSIFOLIA "JACARANDA' JACARANDA MIMOSIFOLIA "JACARANDA" 'SEE SHEET METROSIDEROS EXCELSUS "J.IE'I/ZAEALAND CHRISTMAS TREE" TRISTANIA CONFERTA "BRISBANE BOX" GENEAA PARVIFOLIA 'AUSTRALIAN WILLOW' GU~u~ ~,,._ !~'IE~r' c-~'' HEMEROCALLIS HYBRID DAYLILY BOUGAINVILLEA 'BRILLIANT BOUGAINVILLEA' ESCALLONIA FRADESI 'PINK PRINCESS" ·. . .CEANOlHUS GRISEUS HORIZONTALIS 'CARMEL CREEPER" LIMONIUM A=REZll 'SEA LAVENDER' GREVILLEA NOELUI 'GREVILLEA" MYOl"OP-!JM t..'ciLIM • 1-1,'o~r'<{M• RAPHIOI.EPIS INDICA 'ROSEA' "INOIA HAWTHORN• ECHIUM FAST\JOSUM "PRIDE OF MADERA' PHOTINA FRASERI 'RED LEAF PHOTINIA' BIGNONIA CHERERE 'SCARLET TRUMPET VINE' FICUS REPENS "CREEPING FIG' TRACHELOSPERMUM JASMINOIDES 'STAR JASMINE' QlY 3· 30 4 41 32 56 181 26 18 102 "' 104 142 40 168 2 SIZE 12' B,T.H. 15 GAL. 24' BOX MUL Tl 15 GAL. 15 GAL, 15 GAL. 1'2>Q>.t.., 1 GAL. 5GAL. 5GAL. 1 GAL. 1 GAL. SGAL. .Ii"ffl, 5 GAL. 1 GAL. 5GAL. 1 GAL 1 GAL. 15 GAL. 5GAL, . • M'f Ol'tf<.l.!4 PA:::-JFI CUJ,il 1 1 18 5 GAL. PLAT$ 1e,11 O,C, PELARGONIUM PEL TATUM "IVY GERANIUM' 4" POTS@ 12• O.C. LANTANA MONTEVIDENSIS "TRAILING LANTANA' FLATS 12" O.C. DELOSPERMA ALBA 'WHITE ICEPL.ANT" FLATS 12" O.C. ~M F'Alf.VIFOl-lllM "1FAJL.tM@ ~ II FLATS 12" O.C. ~r:"::~· SODDED LAWN 'MARATHON II' .. ·.,,;,•:.\_\ . ~ CITY OF CARLSBAD ~ PLAN~INQ DEPARTMENT e, 0 LANDSCAP£ PLANS FOR: ·" POINSElllA SHOHES ,. _ AH£A A-4 ·. C.T. !H-07 ---··~ - ·- "''""·----APPROV~ f}.,~ '1-7-WJ ---,- A:£>J9TAN1 PLAi'lNING C'lR!SCTOf< DATE -~--· I ;,7.JF.(94~01 l DR~,WIN(; NO. OWN BY: -····--INITIAl. DATE 1Nll1AL 357~.s1-DATo CHKD BY: RVWD BY: OTHER .APPROVAL CITY APPROVAL ' i ' , I I I I I I I i ' ' i ' ! I ! ! I I /1 ,/ I' ) I ' ! j ! ' I I ! I i ' I I I ' I ! I I ' I ' I I I i i I I j i I i I i I ' I ' I \ c"'~ ! 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ON PONTO STREET BRIDGE NO.A7882 NORTH COUNTY VERTICAL CONTROL DATA BOOK, PAGE 135 NO. OC 0147 50.558 M.S.L. KNOTS L \ \ \ \ \ \ ' \ \ \, \ \ @ f'f';a5J.2 PAD~52 7 ! ~,,____ I \ ' I \ ' \ \ \ ' \ NOTES: ALL STREET TREES SHALL BE IRRIGATED TEMPORARILY WITH THE WATER TRUCKS UNTIL FRONT YARDS LANDSCAPE & IRRIGATION ARE INSTALLED. I .NOTE: SEE SHEET 10 FOR PLANTING LEGEND AND NOTES. -- ' I ' \\~ \ ' I -..._, ~ \[Bl \ FF=5.17 'PAD~·5J.2 I ' ' ' ' I ' ' ' I \ ' I I ' I ~ / \ \ \ ' \ I ' ' ' ' \ ~ ~ 4:s-'?8 t:;-----L ~s!?J j 1. I '· ' /''"'· { (/ ® I j ,0, TESHIM~ DESIGN' GROUP ,o :Sso, Landscape Architecture Land Planning 9903 Businesspark Ave., Suite C San Diego, CA 92131 Ph, (619)693-8824 Fax (619)693-1182 O' 5' 20' ---Mi --10' 40' SCALE: 1" = 20' APPROVED FDR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE LOCATION OF PLANTING •1AREAS. ~ I CITY OF CARLSBAD 11 SHEETS I l----l--+--------------,--1-,---r--7 L!!_JL . PLANN1wa DEPARTMENT . ft, l--+-+------------,-,-,--r-7 ~LA==M=[ISCAJ'i~~z-==PI.A::=::::NS::=FOH:~.=========:::'...'::==j DATE INITIAL DATE INITIAL DATE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL F';\.J□f'!S\36101'3\961':IDLOS 7·•1'_)·,''.ll 12•59;42 pr.., Xref,;-%19[)1. %HH)CPD_ %I9[)MAP %I9[{;fl,'_ %190'.JTL <H'il'IClf"O 9619PLAN PO/NSEmA SHORES AHEA A-4 A":81':;,"'J,",J,/T PLANNING Dll-¢C7'0f.,, OWN BY: -··---·-··· CHKO BY: _· __ :_ RVWD BY Pr~OJ(CT NO. C.T. 94-01 c.r. 9'-()7 'i_-7-9'!, I DATE OFAWING NO. 357•EJ. /\ ' \ / \ I \ ' I ! ! ' \ \ i I. \ \ I . i / i ' i I I i . I \ I '. i ! f I / I I, i \ \ \ ' ' I I ! I I ! j ! i I ' I I i I ; ! I f ' \ \ \ \ ! \ . i ! I , I ' j . I I /\ . ' I I ; I I I • i / I I I I i 'I ! I 11/ , I ' ; I I I ' ' ! I i I , ; II I I , l .... ··, I '·; i 'i--.. I I I ' I I ' \ I I ) \ I ! I I' j: I , I ' I \. \· \ \ l \ I I I, , . fj " I ' I [ I I " \: \i 11 \i I ! \ i ' ' II I .'I J 'I i !! ii;.' ! i;.; ! iii \ I',.. .... I ,. 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ON PONTO STREET BRIDGE NO.A78B2 RECORD FROM: NORTH COUNlY VERTICAL CONTROL DATA BOOK, PAGE 135 NO. OC 0147 ELEVATION 50.558 M.S.L ' ' \ ,, ! ' ' ! ! ! ! ' \ \ \ \ \ EY~~ FF=496 PAD=49.1 ' \ I , I \ \ --------..__ I ·•·,./ '• I 20' 10' 40' SCALE: 1" = 20' NOTES: ALL STREET TREES SHALL BE IRRIGATED TEMPORARILY WITH THE WATER TRUCKS UNTIL FRONT YARDS LANDSCAPE & IRRIGATION ARE INSTALLED. NOTE: SEE SHEET 10 FOR PLANTING LEGEND AND NOTES. TESHIMA DESIGN GROUP Landscape Architecture Land Planning 9903 Businesspark Ave., Suite C San Diego, CA 9213 I Ph. (619)693-8824 Fax (619)693-1 I 82 SHEET f~ APPROVED FDR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD I SHEETS I . A.,0,N!,,J\NG DEPARTMENT f!, 1-------l------l--------·--------------!----..f---..f-----l----l LANDSCAPE PLANS FOR: DATE INITIAL ----1---+----+-----1--- DATE INlllAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROV" CITY APPROVAi. F:\JOBS\961019\9619DL0/ 7-l:i-'P 1'05:00 pl"I POINS£n-lA SHORES AH£A A-4 DWN BY PROJECT NO. CHKD BY: _____ _ RVWD BY:~~-C.T. 94-07 C.T. !H-D7 Ofi:AWING NO, $7·£ r.....-< I L . " ' .1 ' ., ···:..·/)::-:. ' i ... I ! ( I I ; I I • , . IJ I _,_ , . ' ' I STERN ·····~·· !,ii ;,,, ' . . i< " ';=·· ·---;,,....=-..., I I I L __ &\ ~ FF=.50/7 PAD=!f02 i I 1-1 ij ____ ! I I ~ ( ' ··, ,,,,, I I I ! ® FF~51.8 'AD=51.J ,--- w i ! ! ! 1 • ·- . • . I J,V-I I i I I / I I ; ! ! I ' , , I I I I ; I • I I / I . I I J ' I ! I I I I I I I I I I f f f ! ~ Ff=586 PAD=58 I I I /.--'-------'-, I I I ! CY) FF=54.2 PAD~5J.7 Zr) . i I I I I I , I I i ' I . I 0 q i ' I , I I I . i I I < , I I I ! ! j / I \ • II 'Q-'U) Fl~ I ~~--j EB FF=569 PAD=56.4 I I I i I I j ------+--------------, ________ _,_➔ (. /, ! ,,,,, ""•••••••••""•••"••.>:.J -.., l: \ i I i I ' j \ \ l-~"- 1' \ .) i "AS-BUILT " 7220 Av~nida Endm:i:!; Suite 204 Cc,rlsb.,d, Colifomio 92009 619-931-7700 f:'"ax.619~931-8680 Civil Engi "llflering Pl<Jnning Pr(}('l:'':l';ling Surv<!yin9 , P.E. EXP, ___ _ REVIEWED BY: INSPECTOR \ \ ' \ ' t I \ \ \ \ \ \ \ \ 1 \ I ! I ' I I /' "' \ "" ~/ .. \.~ L--+-- I i ' \ I ' ' I I \ I \ \ l \ \ \ \ I . 01·. ' t~ ·,· .. ·~_,· ,\. .... ' ' () •. I \-0 .. ..-' l I. ' ' l\ \ \ \ \ \ \\ I \ \ \ ' I I I \ I \ \ • I , 1 \ I I \ BENCHMARK: DESCRIPTION LOCATION: RECORD FROM· ELEVATION· ST ANOARD DISC SET FLUSH IN EAST CORNER ON NORTH ABUTMENT OF EAST BRIDGE APPROX. JOO FEET SOUTH OF SOUTH ENTRY TO CARLSBAD STATE PARK 40 FEET EAST OF CENTERLINE OF NORTH BOUND CARLSBAD BLVD. ON PONTO STREET BRIDGE NO.A76B2 NORTH COUNTY VERTICAL CONTROL DATA BOOK, PAGE 135 NO. OC 0147 50.558 M.S.L. 1 I \ \ \ \ I '. \ \ i I \ i 1 1, ~) r ''°'I r '--N 1 -~ ' ' (\ 'T • ~ c:; 20' 10' 40' SCALE; 1' = 20' NOTES: ALL STREET TREES SHALL BE IRRIGATED TEMPORARILY WITH THE WATER TRUCKS UNTIL FRONT YARDS LANDSCAPE & IRRIGATION ARE INSTALLED. NOTE: SEE SHEET 10 FOR PLANTING LEGEND AND NOTES. ···• W/1"'1~ ~ CITY OF CARISBAD ~ Pl.ANNI/{'.. DEPARTMENT 1------+----+----·---------------t---+---+----+--·---t --------~f-----+---+--·-·-+-·--1 l----•--+-·--...µ;..l...l,---···------------------+----+---+-----+-----1 DATE INITIAL DATE INl'tlAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL t;\J0BS\961019\9619Dl..08 7-l~-97 1,<.:2,00 pn LANDSCAPE Pl.ANS FOR: POINSEmA SHORES AHEA A-4 DWN 8Y: ~·~· __ CHKD BY:"'•·~- RVWD BY: PROJECT NO. C.T. 94-07 C.T. H-07 DRAWING NO. 557-5'- J -EARiH BERM. DUFT ;IN IRRIGATrn. TURr /\REA 2 -SET ROOT!lALL 1· ABOVE rt1I<;t1 GRADE '.\ -R0018ALL • -SE( SP(CS. !> -!lACIIFLL CSEC SPEC$.) 6 . ;.:, .. .,; ' ~ "' 8 -SEE ROOTBARRIER DETAIL THIS SHEET, llll 11 _, ~~~-·, I :.::::.·, © (j) SECTION G) ® .•. . ® . © .. ® ® Ci) ® CD l NOTE: ALLBACKFJLL TO BE WATER JETTED DURING PLANTING FOR MAXIMUM STABILrTY, PALM FlNISH GRADE PLANT TABLETS. SEE SPEC'S, ROOTBALL BACKFILL 100% WASHED PLASTER SAND 12" MINIMUM 2 X ROOTBALL BROWN TRUNK HEIGHT WATERING BASIN , STAH.ESS !,TEtl [f«:.LO-[(MFH, STRONG eox. '-'OOEl. NO SB·?'S::)) " ' 1 -(:I) 7 CU. , 1 O' l0t"3 L~ LE Ptt-11, ST,'.l'..E.S, ~U.AA TO PREY Al llfb W!HOS. 2 • Y J.T. -~OITIES.OR EO<J.l.l WAAP ,'.F>:)LN) TT\~ H'.l. EA01 FJO TD 8-Cll STAKE J -TREE. TRU!-11: ~·CUT TOP :!e000!4()ff0f' STM'.E ON#Qi;tl9T~l'O S • 1' ,: 4" Cfl;O!,STIE 6· Pl.COTS.UL MC(Flll P\J!:0Lf_"'40 SETTLE. SE1 TREE 1" ,'.f!O\'E MN GR • 7 -ROOTS),LL ac2,ROOTIMLLDW-1F.ll3'1 g , Sl.OP!'. WTTO,; TO P~IN 10 • 6'" WA T9'{ HJ e.._s...:_ El(= t1 I.). WH ,U/EJ. !5. R~ ,\ FTEIH,Y. IKT PO 11-r1N15HGl!All= I~-PL/.-t{T T-'ll L.ff,;:(il' 11Jf:U)W GAAOO 13 · PLACE m",',,1'.;ESOllr~OF ~TB;.L L ()ff9ET Pf!)MiRl/H(, 3' 14 -SEE ROOTBARRiER bE"l'Ail THIS !I-IEEL; l, "1.!HOl[ CONH',CX.. VAL \I~ lO. rvc. ~ .110 rr~L!'.'.. AO.o.!""Tt""r CHP.l . . ' ' 2, $0L[Noi_D . ~ WAT[~f"ROOf ~t: ~n..cr : CONN[CTOS$ ($[( ;rrc;.5 ~-CONTf.OI... Wli'.t~1 ~01..[ .6r!D lAP( CW/ .ti n:::r ~- u rn A WlR 'D ~.: ~. rv C $01 e,o IJ',I_ON ~-YALY( eN ';// f'l.11".l't[ LID '• '. ! 7. PVC HDN•l"',-_[e,'!,t.JJ:.[ '5'1""t e PVC. r~(~!:>IJl!.:r. P1"'C ~ NC ~ W ..r1•u (TrP.J (L("NC TH b.S RrO~t"P.) ll. ft-11~1 c.R.ti.D[ CfLV$M ~ Tlfl:_r_ l' H C.>CU,DGOVtRJ 12. eve $01 •o rn C$$$J o• tll (!,Sl;ON MAH.HE D. Lt-,1()1:, TLE'3 [ c; / CO'""'F AC". T [ 0 ~G".A.Of' J-'. er:~~ OR C.ONC~tf( ~:;,f,:T~ · J~. •! cu. n. 11H. ru c,.hvtl · !~. !,[E !,P[C$ ro• D[PfM5 17. 2· l'Y<, SHAUil SPAAY HEAD WI ,l,.DArTEA I -!:H~UB :I -l'(OOT~AL\ 3 • St.OP[ • -6" HI e ~ • "-• l'(OOTe,-.LL ~IA, ~ • w,o.n.11.1110 s;,~Iw (l~ l':oO'O.) 7 • PLA>("f T;.1!,LtTS (l' BELOW GR,.,DE) e -sr-~ 9P tcs 7 9 • ~I~ GR.ADE '"-T eLOPE (1',~ >:fO'DJ 10 -r·or OF cu,.11. M->.tn~•. D~ PAVING I J ' r IK. Gr,.,i,~ AT EXISTIMG ~L0FE (AS R."'l'0.l 1 :I -PLAUT Iii(; !l•Cl<~li-l (rutmH 1, S~TT~, ~L•Hf ,._T Fi>!, ~R,>.c,i:). ~-----------~~t',(-1!6 1: AT TURF , r ;z' AT SHRUB NOTE: ROOT-BARRIER SHALL BE INSTALLED WHEN TREE 2 / ••••u ' ... ')$ WIT)-f~IN 1 O' OF ANY HAR DSC APE, AND SHALL BE I' ; ; .. ~:);:~~II--·_;,-,,=---. ' , 0 INSTALLED ADJACENT TO THE HARDSCAPE ONL y PER . •· JHE M~NUF, SPECIFICATION_s •. , . ' ~--:W\l- 'I= llil g}O.!=~ ---~Lt--Ml:t- ''" -,BIO•BI\RRIER AVAILBL" AT :aii1i1 · If l!uT.LlaR's MILL SAN 01eoo, 11 'iir1' ,;:;;• ';~~~1,0~;!,;:,I "'1I1 CA (6~9) 263Hl_181 • PLAN ViEW [)1<1' ~,I.DIU9 l'[)rREE _TAUN'i,o:: © ~10-~~R~I_ER ROOT BARRIER '(B10-'BA:RRIER) © ~D0,E_ OF t-U,RO~CA.P_E (CURB, F'AYt~O, ~A.D, l;TC,) [)1·-0~ WHEN TREE I$ PLAm-tb AS-U GALLON Sttt 10'.(I'" ,WHEN TREE IS PL~~Tl:D ,-.1 :24" l, lr .BOX SI.U 0-BALL VALVE ©-INTEGR,1.L UNIONS ©-PVC SCH 40 45' ELL (TYP) ©·VALVE BOX (SEE SPECS.) ©· PVC PRESSURE PIPE (SEE SPECS.) 0 © FINSH GRADE IN TURF, 1" IN G,C. ([)• 1 CU. n. (MIN.) PE,I. GRAVEL SUMP ©-COMPACTED SUBGRADE @-BRICK .OR CONCRETE SUPPORTS ON COMPACTED SUBGRADE @· SEE SPECS. FOfl DEPTH ,......-(3 0 0 0 @ I ~ 0 G) QUICK COUPLEA QUICK COUPLER KEY VALVE BOX ( SEE SPECS.) (qF{//2f>l,e ~C:, 1 CU. FT. CONCRETE SUPPORT PVC SCH. 40 ELL (SLIP X FIPT) •. ' c ·@ 0· @ .. G) .. ©-. PVC PRESSURE P1Pi (SEE SPECS.) . BRICK OR CONCRETE. SUP.PORTS (TYP.) 1 CU. FT. (MIN.) P~ GRAVEL SUMP . . ., ., FLUSH IN TUAF AREAS, 2" IN GROUND COVER AREAS UNDIST\JRBEt>' OR COMPACTED SUBORAOE 18" BELOW FINISH GRADE . , ~ · NIPPLE 0 -!" TO 1:· MAX. FADM_ EOGE DF;_CURBS, WALKS, ETC. NOTE: RECL"'l~ED OUICK COUPLER SH"LL SE DIFFEREN1 ,t,NO IH,l,.LL NOT BE INTERCH,.,NGEABLE WITH F>OT ABLE W,.TER flTTINOS. 1 • ror-tr-!,""AT HCAO \, . ,' 2 -~-C. JONT A !>!>EHllt Y • (1 ~ &O HF'1'1.f ANO ~ HARLO !,T..fll!,) ~. AH(H WI.L VASY W,TH H[JC,MT or rOl'-lJ' eoor • • rvc ¼H •o rrr c!o!>Tl or nL csn ~ . rvc • Hc,r-n:t !> !>U1 r Lm ' -2· ~ ... r,OH cu,,es. WALK5, tlC. i • AT rH',11 c;><AO( "1 Tl.Jiff' ARCA5. l' H ',11"'--'l AR[A!> ·, . e . !,([ ~C5, ros O[PTH .-" ~"'-' ©- 0· © ©· 0), 0..------.J 0--~ ' 0-i..-rl)---'-f,,i:.,=;. l>R(SSUA[ REGULATOR (!>H. SPh:S. SET ,i. T PSI) Y,9TR,'.INER (SEE ~S. ,1,f.lo LEGEi-JD) !IF\,.S!, Hl [T'(P.) !lR,1,!!) Ut-llO!l l'IIUS5 SHOl'IT NIPP\.!: fTYF.) 6R.AS5 11\!!>ER (LE-HG1H AS l'E.OUIR.FOJ 11-<STALL PER C.M.W,0. STD. OWG .;W-20 0--+ CV . rvc scH ,o Ell (sn @) HEIGHT PER LO~~L CODE {12" 1,11>1. @ CO Ne.Re TE FOOTING l~" MIHJ (s) COMP,.,CT $Ue,Gf'AU U) FIHISH G,P.,1,Di, (j) -6" Ml~ @ SEE SPECS , F<l R t:>E'P"n!S ReDUO.!:P ~RS ~w 0· (ADJUST RISER PERPENOICULAl'I TO SLOPE) AH TI·ORAIN SPRING, CHEC)( ,VI\LYE PVC SCH 80 RISER I NIPPLE (HP.) (lENOTH AS REOVIRED) • C ©. SEE SP~CS. FOR DEPTH,· •' © .. SWING JOINT AS_SEMBL Y • (2 MARLEX ST. ELLS) ' _-.,.---,,,,.,Jr,--,,~riiffi'.!JTl:E:--'l'~'' ©'-10" MIN. FROM FINISH GF\AOE ;; :> . CD .. PVC NONPRESSURE (LATE.FIAL) LINE (SEE SPECS.) ®- ®- . . ' PVC SCH 40 TEE (SST) OR ELL (ST) I" • 8" FROM HEADER, ET?, :, @)-13 REBA.Fl ',Ill, GALY: ~LA~PS "' ,. POTAeu: 5[~V'C.[ LNt~ rou11t.r HAH.Nt ;., C'!>C[ rf"Ji'.ovn·,c:~r D~AWNC~)~ =-I .• :;:-, I /:,,S BUJL T' APPROVED FOR PL.4.NTJNG ~OT[1 ALL nCLAf1[0 WAT[e PIOC-ATION Pon AND 5l([V[!, ,...LL N: M.JRf1. !: AHO Lh.MLHJ A.5 5-r[Qfl[D N• 51AHDARD 5-P[C-lf"C-ATIOH~ rQJ: ~Alt 11'..ll'.,CAflCJr( ~H,T[H!," ·c;.nse.o R[ClAMATIQN lt\.U!> AND ,[CU.ATION$ roe coo::i.t.t"J(..T}ON or 11:~UAl'"'!tO WA.HI': HA.t-f~' octoor:R l¥.~. POTADL[ SERVICE LINE CROSSING N.T.S 10· f""H"'U1 ro rou~u: MAHltt[ N !:iH~:cn l ,i:(ct..AN[D WAH'-f'.RJC.AllOH HAH...t-1( W/~Ctv( HOfl':• vun-Ut Cl.t"b.R~NCr: or 12' t?«-U1 ,~ '1Ali0A10Rl' lh'H(N C~O!,,;-HG ,.,ttt ot J,, POlAet..( WATt:R LM.. N~TALL.t.1\0N Of UClA.N~O WAT(~ F::~)GAnoN H.lH,..H[ 2◄' r,:;:OM fA.c, or W[WAL~ \l(l_l l'-'~Olf10e'. Tn[ N(C[~$A.Jrl lO" '1Dll'J1.0N1At., (..l[AltANC~ r~oM rorf.eH MAH,.ti( t1 TH( !JTRC:tT. POTABLE MAINLINE CROSSING N.T.S. -· -"-=+·---I - a,•-r TESHihi/\. DESIGN GRO UP l.J\]';D$CA F'E AR ClDT ECTlffiL LAND PLAJ.nL>-;G W03 Bu.~Lness;1B.Jl< Ave,. Sullr C San Diego, Ct\ 02):11 Telephone: (619) G!J3·8824 l'AJ.:: (6 l 9) E93-l I 82 --·- DAIT INITil,l lc.Ncl~CER Of WOl<K - ~~-·-· - REVISION DESCRIPTION AND JRRIG ATJON ONL )', - INCLUDJNG PRECJSE TI7LE __ OAl( LOCATION OF PLANTING RE\'l[WED llY• ARE_4S. Jt-.SP[Cl 0~ D<l( I I I LJ±jCTT'{ OF CARLSBAD I sc1~~,s L I -, PL/IHl◄)r,C, Pf PARl~Nl _ ~~ · L_ I I ' POINSErTIA~sHDREs ff.~ A-4 CAl'll.8BAD CALll"OIINIA --~PPR0V[Q~~ 4-7-9f> ASSJSlAIIT PLANNING lllRfCTOF O,t, TT -I ·-O'MI BY: ___ PROJ[ Cl NO. I~~ ~~N_c;L · OATC 1"111AL D•TI IN! T~--'J. CHKO BY:. ' ', 0TK(~ ..-PROVAL on APP~O\'JJ, RV\/D FY• c.1,q4--07 • 1 i: • f "' w ;i 11 ,, , I l, I I' t I :I ~~--~-~-~--,=~==~...,,,,.,~-----·----~---------------~~~~i:--i --...... ---.--------~-----------ir-...... .-m~,,__,.1.;_..JE,.1..:.:z:::sc;IISiJ c_:_:sw:;.z:,:szz11JJttc:lhZ ¥ C M ·w GIL-, t:--;VJ . • . .D ... -,o-,:.;:,v.i- t • )( -< :I • "' ~- • Q I -... \ lf'lc:;< .-~ --l• OLOWW OH t~ . , )< ,( :I r"" ru,iw, AftU __ r IN SHl'VI Ml,\ flNISH OMOI I, - r OUlWN QM W...U. r. w. 11<.l-OII ~ ~ . . . . ..• \,.:~ \ 1; .. --.•-~:. "i;\,,• .. ' t -,•. • • •• • ........ . • I • • •• • 'l,',,:":") .. """ox. u ""°"°" 11 DE(,,u:u'.: .. ~~ OIHUV A~ JRLl,JI. ." • ._-:,· ':. , •.• . \ . . . • • j • • • • 1 • • I ~ ... .. .. . : •, .. , . .. ~ .• C "'" ~•• BLOCK(NOISE BAR.RIER) WALL ELEVATiON hOTRISCN...a . . I' L I A !I Tlfll -~ ,... o.e. ,~-c"'° 'f t r ffr .cc . c:;::: 1 I I -..r = .. . . . • . -· _r: . . . ;"!} . · 11:.1 -. • . ' . ' . µ. ;;jj~tr,-. • • • I-:'!.! • I I Iii'. .... • _._I I ,.'. ..i.1111 · I 1·, • . IIJJ I •. ' •. IIIU Ulli~ 1 ·, j J ,_, .• H ,. ~I.I . •-ih • I I , . 'j ... -.,;a.I•~ . ,-, ~ '• I ·o' i·., c.1.U•-" : I / • . • '. '1 . "-.. • NOTi: • I. STEIL. TUIIE;11,c,ra11e...:,-..s--o-11T. TO BE PAINTEO WI I COAT PR,.,.liifl .I.~ COATS Fl.AT WI-ii re EN,U,IEL 2. t,Tl:&:L. ,,_ . GA re Iii' 5'-'T !JIN. HT. TO lillii SELF CLOSING & SHF LATCHING. WI HYCP.AUI.IC CLOSUl'E & S TO. LOO< IIOX. l. POSTS TO Bio TSO. TV81NG@ r-a-0.C. NP. •· _.U VERTIO.L TO BE 112" SQ. TUlillN(J@ •· O C nP 5. TOP RAIL TO ae ,·x Tso. H.l&INO BOTTOM ii.,,.,L . TO Bli 1•x l" SO. TUlli. ' . . . . . . . . , . . . . .. . 4 STEEL .. TUBE FENCE W / PILASTER (View) J'WlhL TADLE ---------- CONCnETEPAnr.JG ______ _ trl~SII Ar-CE'PTACl E l •··•· HOT TO SCAL.E r-------$CA.TIN(; DECOMPOS'~l:l i:.,~M'Ji[ P,-t.'rlMl-''t • -jalit--nJ -~ -t-+~ ~~ ~-~ 1&11 O.u.1',f", r I I: I 7 • • . ~ ~ ..! ,( :I . .. . ·--~Tff /ft.I;; f' tt,ff; . />,LL v.ttJo "'iJ,\{.(.. """au,( -~-P-Fta~r-re1 if¥. . •' COU> JOt H dD fifrNilJi ,.ILA.S"l t'...L lU,i ti l'" ••ft11tO r.t,·.-:1.: W~lfl ,Ji~H;OM JOIN l SI ;.<.J.llf , co....u~1 10 tttii. WX" A 'ft; o A·r n i.w Uli.C.L.,,Nl/"lcJ A.NO L"-IOINIJ 01' (lJlt\/1!.,.i: ,,,.y r1~r~~ ANUAf ~OOa' W"'-U. "· ·-.. 2 SOLID BLOCK LEVATION --l ◄'" X -4'" Y. U'" Sl..U,_O"' l'TOH'I; C,-\1' p• XI' T. •~· SI.U•ll" STOI-III r X ,. XI•· <LUJ-(l' STONli ~[·,..:.::,:ocn:o,_ . ·"Z=,:!:,,,.,,,.,-:,,.._, J.IOUM fU.J..OtOWW :. ,-,. _.,,,,,-14• X ,4· .X 1-4· .ll.UMr' .ITO,-.."lCAl' tr X l" X 11· .iLO~r J'TOtU. • 1• ... ➔ ! /,-~-'---'---<_,~•· X 1V X 1~-tL.,..ITE1"' f'l.NUll·wurrE M!!Jl.LU ~ ~..__,~•c.; i.C)f.t.E O AT l"lNlSII C KADL l"-100 'NJ• }O ll COUll.$ E..1 .$.u.JCA !A.NU Pl,M:/ YIEIY NO r Tt) $CALE • "' I ·"' I -lli:.oo~ 0"'4 lflOWPf COA r t"l1i0ft lO f'LASltfl l1~llti TY~ . • f,J • • rt ::-II-.~-~ __ __.___ t,:i,_l}l,,;;no u 1..0CA no ATn"' · "J>--',J--,-,i..l'.lf. c:Jnl, •Eel "'NU'tO .,L,,Jo,jQ 1:,NDt..NO 01'" CUil.YU 111 :3,l 11 J,. T ST~I C:0""1-Ek.l AND AT t::HD or ... Al-LI "'OT&: ClJNCRETI f'OO'nNO• ANO R.,£11-1 FO ~ O>.\ZJ'IT a Y nll.UCT\.ill . .A..L (J'ijGJJ,,1 f.iJl 5 ,ASTER SCCTION NOT 10 SCAUi I' . . f' IIOM.11..0N'r Al. TO OA YUCirt fllQ►I .. OTT OM 01' fl,OOT~ TO a,l ~V.Ji·tr ~1T1 ,.o..0,,.,,0::-rr l'O ALL .U . ..01·.t .S.i"IUA-OOt•U. . : . -•. ,t...!.ii-;··-· 2•,.:-4• CROSS SUPPORT -• .- 7 . . ... _: ... ' . . .. OLT A LATCH .. '. 1-"+-...J.l..-DOOR SLATS•2•_.1• . . . ' . . . . ' . . . WOOD GATE AT NOISE BARRIER ----------N.T.S. DA TE INITIAL ENGINEER Of" WORK l" CROWN----..__ _ MORTAR. flilED CROWN ----..... 2' . ' C, .r.:, I -; "' c;:_ 10-X -1· X 16-Sl.-UMJ' STONE CA! 1· EA. .-.::--r--1' X r X 16-SLUM.? STONE -t----o· X 6° X 16' 51.-UMP STONE ,-,'.-J---sMOOfll rlLASTEJI. flNISII 'w111TE MERLAx· U..J----SLUM? Sl'ONE Slli\LL BE STi\U(;E.Jl.£0 M'PROX. 11'.\ -ljr. TYP • BERM HT .. VARIES TO CONFORM W/ SOUNC WALL HT. REO. o· X •• X 10· SL.UM? STOHE (BOND BEAM TYr.} CR.EEO r1LASTE.R AT flNISII GRADE.. NOTE; CONCRETE FOOTING AND ltElN FO RCE/,1.ENT 8 Y STRUCTUAL ENClNEER. 3 6 2 ~ 5' 110Rl7Dl'frAI.-TO D1\YUGIIT FROM UOTTOM OF fOOfU-IG TO BE M,\ IJ'(f i\JN ED ADJ A CEWf TO ALL SLOP£ SITUATIONS • BROOM ON BROWN COAT. PRIOR TO Pt.ASTER FINISH. SOLID BLOCK SECTION(NOISE BARRIER) NOTTO SCALE INTERIOR FENCING • 0 I ., ----· 2•_. 11• CAP 11-,.___ ____ ::,..•_. •• SANCWICHfO TRIM 1--·-· 4•_. -4• POST I I I I I I 1'x 4• FENCING SLAT· CEDAll ..... . ~1----------2•x 4• SAHDWICHEO Tl'llM II AS BUIL T11 '~ • ! 4,· APPROVED FOR PLANT ING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. P.E. ----EXP._____ DATE ,..... _______________ __j ,j REVISION DESCRIPTION f-D_A.TE __ .._IN_ITI_A~L--l-~D_A_~_J_NITI _ _..:__ OTHER APPROVAL CITY APPROVAL '<EVJE\JED BY, OWN SY; __ _ CHKD BY; __ _ RV\JD BY•- PROJECT NO. c.;. '14-07 . IRRIGATION NOTE: CMWD'G RECLAIMED WATl:R IRRIGATION Sf'ECS. TAKF. PRECEDENCE OVER THESE SPECS. · PART 1 ~ GENERAL. 1.01 GENERAL CONDITIONS: A. The General Conditions, Special Conditions, and Division 1 are an added part of this section and contract for this work and apply to this section as fully as if repeated herein. 1.02 SCOPE: A The work includes all services, labor, materials, transportation and equipment necessary to perform the work Indicated on the Drawings and as specified. The General Conditions and Division 1 apply to t11is section as fully as if repealed herein. 1. Related Work: (a) Landscaping Section (02900) 1.03 SUBMITT ALS: A Submit a list of all Irrigation equipment to be used, manufacturer's brochures, maintenance manuals, guarantees and operating instructions. 1.04 GUARANTEE: A Furnish guarantee in accordance with general conditions, for a period of one (1) year from dale of final acceptance -at conclusion of the Maintenance Period -on complete water Irrigation system, including nonsettling of backfill in trenches which, if occurs, shall be corrected, including repairs and/or replacement of any material damaged thereby or therefrom. 1.05 OBSERVATION: A In all cases where observation of sprinkler !lystem work Is required and/or where portions of work are specified to be performed under direction and/or observation of Architect or his representative, Contractor shall notify Architect at least three (3) working days in advance of time such inspection and/or direction is required, B. Observation will be required for the following parts of the work: 'UPON INSTALLATION 1. 'OF:, SLE!='.,Ves and testing of main lines and lateral lines; when pipes are laid and are to be submitted to pressure tests. Do not cover any lines until they have been observed and approved. 2. Upon Installation and testing of valves, quick couplers, backflow preventer device, automatic controllers, and control valves and wires. 3. When sprinkler system is completed, Contractor, In the presence of Architect, shall perform a coverage test to determine if coverage of water afforded the lawn and planting areas is complete and adequate. Contractor shall furnish all materials and perform all work required to correct any inadequacies to cover. 4. Final observation and performance test shall be al the same time as final observation of the landscape work. 1 .06 TESTING: All PVC main and lateral lines shall be subjected to a pressure test of 125 PSI for a period of four hours. All lasting shall be in the presence of the Architect. Approval shall be received before backfilling any trench. Do not cover any lines until they have been obs'afVed .s1Dd approved. .CITY INSPECTOR MUST APPROVE PRESURE TEST 1.07 RECORD DRAWINGS: A Before final acceptance of work, Contractor shall provide a record set of drawings showing sprinkler system work. 1. Any changes In location of items or type of installations from that shown on drawings shall be so indicated on the record drawings. 2. Valves shall be numbered and corresponding numbers shall be shown on record drawings. 3. All remote control valves, shut-off valves, quick coupler valves shall be located by measure dimensions. Dimensions shall be given to permanent objects and shall be to nearest one-half foot. 4. On the Inside surface of the cover of each Automatic Controller, prepare and mount a chart showing valves and sprinkler heads serviced by that particular controller. All valves shall be numbered to match operation schedule and drawings. Only those areas controlled by controller shall be shown. This chart shall be a plot plan, entire or partial,showing building, walks, roads and walls. A photostatic print of this plan, reduced as necessary and legible In all details, shall be made to a size that will fit Into the controller cover. This print shall be approved by the Architect and shall be hermetically sealed by plastic. This shall then be secured to inside of cover. 5. lmmedialely upon Installation of any buried pipe or equipment, Contractor shall indicate on the drawings locations of said equipment. Dimensions shall be given from permanent objects such as buildings, sidewalks, curbs and driveways. 1 .08 GENERAL REQUIREMENTS: ~ I Code Requirements shall be those of State and Municipal Codes and regulations locally governing this work, providing that any requirements of the Drawings and Specifications, not conflicting therewith but exceec:ng the Code Requirements shall govern, unless written permission to the contrary is granted by the District. Extreme care shall be exercised In excavating and working in the area due to existing utilities. Contractor shall be responsible for damages caused by his operations. ' B. Conneclions shall be made at approximately locations shown on drawings. Contractor shall be responsible for minor changes caused by actual site conditions. Landscape headers and mowing strips shall be In place before installation of sprinkler system. ""' ¥::Z:,-h .. , " -----~ E. Seated dimensions are approximate. Before proceeding with any work, Contractor shall carefully check and verify all dimensions. F. Plan locations of sub surface lines, valves, controller and pipe lines are diagrammatic and Indicate the spacing and relative locations of all Installations. G. All lines shall have minimum clearance of six (6) inches from each other, and 1rom lines of other trades. Parallel lines shall not be installed directly over one another. H. Dielectric bushings shall be used in any connections wilh piping of dissimilar metal materials. I. Point of connection shall be approximately as shown on drawings Connect new underground piping and valves and provide all flanges, adapters or other necessary fillings for connection. J. Permission to shut off any existing In-use water lines must be obtained 48 hours in advance, In writing from Owner. Contractor shall receive Instructions from Owner, as to the exact length of time of each shut-off. K. Contractor shall acquaint himself with all site conditions. PART 2-PRODUCTS 2.01 MATERIALS: A. Piping: Pipe sizes shown are nominal Inside diameter unless otherwise noted. 1. PVC Pressure Mainline Pioe Fittings: All buried private piping in the reclaimed water system shall be installed with warning tape identifying ~ as reclaimed water with the exception of lnlermit1ent pressure lines. Intermittent pressure lines (line on the downstream side of a controller valve that will not be subject to constant pressure) may be excepted as long as it is app8rent, due to line size and location as determined solely be the District Engineer of Inspector, th8t the lines are part of a reclaimed waler sprinkler irrigation system. Stenciled pipe, as specified below, will be accepted In conjunction with warning tape. (a) Pressure mainline piping for sizes 2· and larger shall be PVC Class 315, and shall be purple. •(PER MANUA~) (b) Pipe shall be made from an NSF approved Type, 1, Grade 1, PVC compound conforming to ASTM Resin Specifications "D1784". All pipe must meet requirements as set forth In Federal Specifications PS-22· 70, with an Appropriate Standard Dimension (S.D.R.) -(Solvent Weld Pipe). (c) Pressure mainline piping for sizes 1-112" and smaller shall be PVC Schedule 40 with solvent welded joints. and shall be purple. (d) Pipe shall be made from NSF approved Type 1, Grade 1, PVC compound conforming lo lhe ASTM Resin Specifications "01785". All pipe must meet requiremenls as set forth In Federal Specifications PS·21-70. (e) PVC solvenl-weld fittings shall be Schedule 40, 1-2, 11~1 NSF approved conforming to ASTM Test Procedure 02466. (f) Solvent cement and primer for PVC solvent weld pipe and fillings shall be of type and Installation methods prescribed by the manufacturer. (g) All PVC pipe mus! bear the following markings. 1. Manufacturer's Name 2. Nominal Pipe Size 3. Schedule or Class 4. Pressure Rating in P.S.I. 5. NSF (National Sanitation Foundation) Approval 6. Date of Extrusion (h) All fittings shall bear the manufacturer's name of trademark, material dsignation, size, applicable t.P.S. Schedule and NSF Seal of Approval. AC.P., 4· and above, shall have the words "RECLAIMED WATER" stenciled in 2-inch green letters on both sides of the pipe In at least three places In a 13-foot section of pipe (total of six places per section of pipe). All pipe shall have stenciling appearing on both sides of the pipe with the marking "RECLAIMED WATER" In 518" letters repeated every 12 Inches. 2. PVC Non-pressure Lateral Line Piping (a) Non-pressure buried lateral line piping shall be PVC class 200 wilh solvent·weld joints, and shall be purple. (b) Pipe shall be made from NSF approved, Type 1, Grade 11 PVC compound conlorming to ASTM Specifications "01784", All pipe must meet requirements set forth In Federal Specification PS-22-70 with an appropriate Standard Dimension Ratio, ALL PIPE SHALL BE PURPLE (c) Except as noted In Paragraphs (a) and (b) of Section 2.01.A.1 (a) and (b), all requirements for non-pressure lateral line pipe and fittings shall be the same as for solvent• weld pressure mainline pipe and fittings as set forth In Section 2.01 .A 1 of these specifications, (Primer not required) All unsited end run later lines shall be 112· PIPE. 1, Schedule 40, high impact molded fittings, manufactured from virgin compounds as specified for piping, tapered socket or molder thread type, suitable for either solvent weld or screwed connections. Machine threaded fittings and plastic saddle and flange fillings are not acceptable. Furnish fittings permanently marked with following information: Nominal pipe size, type and schedule of material, and National Sanitation Foundalion (NSF) seal of approval. PVC filling shall conform to ASTM D2464 and 02466. C. D. E. F. Automatic Control Wire: 1. Electric wiring 1un11ing from Controller to Automatic control valves shall be No 1,1, solid, single conductor, copper wire, 4/64 inch insulation, '1/6'1 inch neoprene jacket, style BR (Direct Burial) or equal, color co, :e wires to each valve, common wire shall be white. Automatic Controller: 1. Controller shall be ,, ,rn shed and installed complete with all water, electrical and drc1in;, ,e • 8rvices, ready for operation. Unit shall be electric, self,conl~in,-d r,ulrloor type, wall-mounted, or approved equal, See detail for ~o, lroller enclosure. 2. Unit shall have a m1nlrrum stations as shown on Irrigation Legend. 3. Controller shall be t:•e . •te,: model of the par1icular manufacturer supplied. 4. Unit shall be 120-volt, 50 yelp controller, be completely automatic and shall function optii na , wilh or without the clock. 5. Any station may be rep,,a(E.· I independently in any 24 hours. 6. 7. 8. Stations shall be adjusta·,le I om 1 to 59 minutes. Control panel shall be re, 1ova~le plug-in type. Mechanism shall be houser! in sturdy, vandal-proof case, manufactured of 14-gauge steel, or case aluminum; furnished for maximum extelior protection. 9. The clock and all working p;,rts of 11•" controller shall be contained within one protec1ing cover. Control Valves: 1. Remote Control Valves shall be of all Plastic body. Valve shall be provided with an adjustable flow control stem and shall be operable manually without electricity. Valve Box: 1. For remote control valves 9-1/2" x 16" x 11" rectangular box manufactured by Carson Industries # 14129· 12 B with purple bolt down cover or approved equal. 2. For ball valve: 10· x 10'1/4" round, Carson Industries #910-12B with purple bolt cover or approved equal. Extension sleeve to be PVC-6" minimum size. 3.02 INSTALLATION OF IRRIGATION SYSTEM: A Excavation and Backfilling of Trenches: B. 1. Excavate trenches, prepare subgrade, and backfill to line and grade with sufficient room for pipe fittings, testing and Inspecting operations, Do not backfill until pipe system has been subjected to hydrostatic test as specified. 2. Depth of Trench: 3. 4. Polyvinyl Chloride Pressure Line 18" minimum Polyvinyl Chloride Non-Pressure Line 12· minimum Polyvinyl Chloride Non-Pressure Lines for drip system lateral lines shall be Installed al 12· depth. Installation of Polyethylene Distribution tubing: Distribulion tubing shall be cut Into lengths that will allow tubing to lay In a relaxed manner from emitter point (at shrub stem). Allow two (2) distribution tubes per plant. Tubes shall be pressed firmly onto emitter barb so the tube end comes Into contact with emitter body at base of barb. Trenching through areas where topsoil has been spread: (a) Deposit topsoil on one side of trench and subsoil on opposite side. Subsoil shall be free of all rocks over one (1) Inch tn diameler, debris, and litter, prior to use as back1ill where so Indicated on detail. 5. Repair any leaks and replace all defective pipe fittings until lines meet test requirements. Do not cover any lines until they have been Inspected and approved for tightness, quality or workmanship and materials. 6. Backfill trenches, after approval of piping, with suitable and approved material, tamping soil around pipe and thoroughly compacting all trench fills until 90% compaction has been achieved. 7. Backfill material shall be approved soil, free from rocks and clods. Installation of Polyvinyl Chloride Pipe: 1. Because of the nature of plastic pipe and fittings, exercise caution in handling, loading and storing, to avoid damage. 2. The pipe and fittings shall be stored under cover until using, and shall be transported in a vehicle with a bed long enough to allow length of pipe to lay flat so as not to be subjected to undue bending or concentrated external load at any point. E. F. G. Controller shall be tested with complete electrical connections. Contractor shall be responsible for temporary power to controller for operation and testing purposes. 2. Connections to control wiring shall be made wilhin the pedestal of the controller. All wire shall follow the pressure main Insofar as possible. 3. Electrical wiring shall e In a rigid PVC plastic conduit from controller to electrical outlet. The Electrical Contractor shall be responsible for installing all wiring to the sub•panels, clocks, or elsewhere as required, in order lo complete this installation. A disconnect switch shall be included. 4. Controller shall have a master switch. tt shall be possible to operate each valve manually, lndependenl of clock of any other valve. Remote Control Valves: 1. Install vafve boxes as shown on detail. Install no more than one valve per box. Stencil valve number and controller letter on underside of valve box lid. Valve Box: 1. Install valve boxes as shown on detail. valve per box. Stencil valve number underside of valve box lid. Sprinkler Heads: Install no more than one and controller letter on 1. All sprinkler heads shall be installed as per details shown. 2. Nonie size of all heads shall be adjusted to suit any particular conditions of the area. This shall be done aNer the system has been thoroughly tested, Immediately after written notification by the Architect to do so. H. Quick Coupler Assembly: 1. Install all quick couplers as indicated on drawings and as directed. Set all valves plumb and true to finish grade and a maximum of 12 Inches from paving, walks, headers or curbs, and as shown on plans and as directed. QUICK COUPLER VALVES SHALL BE 1' SIZE: ACME THREAD LOCKING GAP, ' VINYL PURPLE TOP AND BRASS -2. °bUICK COUPLER KEY SHALL BE OF BRASS OR BRONZE WITH 3 • lH~gi\fL0vtfi'i-i':11t YBE...OF BRASS OR BRONZE, v~RTICAL SPRING, LOADED . I, BALL \'ALVES: AND SWING CHECK., _ , 1, INSTALL WHERE SHOWN AS DETAILED J, Bacldlow Preventer: G. Sprinkler Heads shall be as required on the drawings or approved equal. Ball Valves: 3. Any pipe that has been dented or damaged shall be discarded until such dented or damaged section Is cut and rejoined with a coupling. 1. Backflow preventer assembly shall be Installed In accord with manufacturer's specifications, located and as directed on drawings, and shall conform to all applicable code and ordinance requirements. I. J. K. L. M. 1. Ball valve 1 inch size to 2 Inch siie shall meet ASTM standards with seals which are self adjusting to compensate wear. Ball valves shall have molded micro-finish ball with low torque requirements to operate unit manually. Ball valve shall have a patented feature , "Preloaded" stem seal and Impact resistant handles. 2. Product: 1" -2" size (King Bros. Lo-torque ball valve models Lt. 1000-1 thru U.2000·1) 2· -4" size (King Bros. Block true union ball valve models Valencia, California 91384 Phone: (800)541-2672 or (805)257-3262. Concrete footings shall be 2,000 psi concrete at 28 days. Backfill shall be clean fill soil. Contractor shall provide to the Owner: 1. Two (2) Control Valve keys. 2. Two (2) wrenches for removing each different type of sprinkler head. 3. One (1) 48" tee wrench for operating gate valves. 4. Six (6) quick coupler keys and six (6) hose bib assemblies. 5. Five (5) keys for opening and locking each automatic controller. Pressure regulator shall be bronze with screw fitting. See details and drawing. PART 3 -EXECUTION 3.01 GENERAL REQUIREMENTS: A Locations on drawings are diagrammatic and approximate only, and shall be changed and adjusted as necessary as directed to meet existing conditions and obtain complete water coverage. Locale and stake all work and obtain approval of Architect before installations. B. Install and extend system as shown on drawings, and as necessary to carry out the lnlent of Drawings and Specifications. C. Locate lines, valves and other underground utilities and receive approval of Architect before digging trenches. C. 3. 4, B. 4. Trench depth shall be as specified above from the finish grade 10 the top of the pipe. The boltom of trench shall be free of rocks clods, and other sharp-edged objects. ' 5. Pipe ends and fittings shall be wiped with MEK, or equal, before welding solvent ls applied. Welded joints shall be given a minimum of 15 minutes to set before moving or handling. All field cuts shall be beveled to remove burrs and excess before fitting and gluing together. 6. Pipe shall be snaked from side-to-side of trench bottom to allow for expansion and contraction, 7. Center load pipe with small amount of backfill to prevent arching an~ slippinp under pressure. Leave joints exposed for Inspection during test,nQ. . .. No water shall be permitted In the pipe until Inspections have been completed and a period of at least 24 hours has elapsed for solvent weld setting and curing. 9. Plastic to melal joints: Solvent-weld, using solvent recommended by pipe manufacturer only. 10. Plastic to Plastic Joints: Solvent-weld, using solvent recommended by pipe manufacturer only, 11. Solvent-weld Joints: Assemble per rnanufacturel's recommendation. 12. Thrust block shall be Installed as per detail. Remote Control Wiring: 1. Direct Burial Control wire sizes: As shown and specified herein before, 2. Exact location and positioning shall be verified on the site by Architect. K. Pressure Regulator if needed shall be Installed as per drawings and detail. Verify final location with Architect. L. lnstallallon of Anti-Drain Valves: Anli•drain valves shall be Installed in the riser assemblies of all sprinkler heads that do not have manufacturer Installed anti-drain devices. M. Install quick couplers and remote control valves adjacent to walks and curbs In shrub planting areas. Install quick couples valves no furthll.r and 170' apart. N. Sleeving: 1. Crossing of roads wilh irrigation pipe or wiring shall be avoided wherever possible. II a crossing must be made, Schedule 80 PVC sleeves shall be installed at a minimum depth of 30" below finish grade. 2, Irrigation TTnes under other asphalt concrete or Portland concrete Improvements (other than roads) shall be Installed in Schedule 40 PVC sleeves at a minimum depth of 18" below finished grade. 3. Sleeve sizes for Irrigation lines shall be a minimum of two (2) times the size of the line It serves. 4. Controller wires localed under streels or other permanent Improvements shall be Installed In separate PVC sleeves and corresponding to type and depth as specified on L-1-and L·2. 3.03 CLEAN-UP: A 2. As project progresses, Contractor shall maintain all areas In a neat manner and remove unsightly debris as necessary. After completion of the project, Contractor shall remove all debris and containers used in Provide one control wire and one common ground wire to service accomplishing work. He shall sweep and clean all sidewalks, asphalt, each valve In system. Provide 4-foot minimum expansion loop at and concrete areas adjacent to plantings. each valve to permit removal and maintenance of valves. ~----------------------.-----------....,..----------, Install control wires and Irrigation piping In common trenches wherever possible. Control Wire Splices: Allow only on runs of more than 300 feet, splices as lollows: -I I I ' ' I AP PRO \'ED FOR Pl,A\TI~G A:'.\D lRRIG.~TIO\" O);L'i, };\CLUDING PRECISE LOCATION OF PL.f\);TI);G AREAS. '·AS B!Jll T'' I I I i . ' ! - I I I ~[CITY OF CARLSBAD ~ ~ PLAAWIMG DE;PARTI1Ea"'T L1U ' -I -- TESIIIMADESIGN GROUP LANDSCAPE ARCHITECTURE LAND PLANNING .. I I . I I - I ' r~ -i----·-----------------l----lf---t---l------1 ~C~A~R~L::!S~B~A~D~=======c====-..:===C=A=L=t=F=O=R=N=l7A A~P-P-RO_VE.......,,_~~buda£~4_u~=-=,.,.._ _____ q~7~9S ASSISTANT PLANNING DIRECTOR D1'TE -----------------+------t-----t-----·- 9903 Duslne,.pnrk Ave., Sulit C Snn Diego, Ca 92131 Telephone: (619) 693-8824 Fox: (619) 693-1182 ____ ,_ l--c-c=-+-c..,,,.,---l------------------t---:--,-=c--tc-:c::~,-+--=-c=-+-::c-::-:c-[-\\'N (3Y; . ~ I PROJSCT NO. DRA'fllNG NO, OATt ,,.i~ .. 1---o_A1t _ _,._1>1_rn_,._L-+_o_,._1t_~'-~·-"_"~--1 HKD BY: ,,,.._..,.. a 4 ] d57'-,¥5L f.l<G:r;i:Dl or w:iR~ REVISION DE.SCRIPTION om(~ A"PR{JVAL oTY APPRDVA~ vvo BY• I 1-'• 1 • r -O M €.iliS-SS.S ¥fiN, .. C. M -W .p. '16-60'2. l \ J \ l I I ! LANDSCAPING PART 1 • GENERAL 1.01 GENERAL CONDITIONS A. Drawings and General Provisions of Contract, Including General and Supplementary conditions and Division 1 Specification sections apply to work of this section, and must be fully considered in connection therewith. 1.02 SCOPE A. The work includes all services, labor, materials, transportation and equipment necessary to perform the work indicated on the drawings and as specified herein and as required to complete properly the contract. B. Related Work: 1. Irrigation (Section 02480) 1.03 SUBMITTAL$ A See requirements in General Conditions, and Section 01340. B. Contractor shall submit a typewritten liRt with specifications of all feasible materials, including soil amendments, fertilizers, plant materials, etc., with quantities of each. 1.04 DEFINITIONS OF TERMS A. "Planting Area" shall mean all areas to be seeded, sodded, planted with trees, shrubs, and/or groundcovers. 1.05 GUARANTEES AND REPLACEMENTS A. Plant Materials: Plants (15-gallon size and larger) shall be guaranteed to live and grow in healthy condition during the agreed upon 90 day maintenance period or until final acceptance (3.20 Part B). Plant material will continue to be guaranteed for one (1) year. B. Plant material smaller than 15-gallon size: Shall be guaranteed to live and grow in vigorous healthy upright condition for a minimum of one growing season atter final acceptance of work (excluding seasonal color). C. Replacement: All plants not healthy and in vigorous growing condition as determined by the Landscape Architect shall be replaced immediately. Plants used for replacement shall be the same kind and size as specified in the plant list. They shall be furnished, planted and fertilized as originally specilied at no costs to Owner. 1.06 VERIFICATION OF EXISTING CONDITIONS A. All scaled dimensions on the drawings are approximate. Before proceeding with any work, the Contractor shall carefully check and verify all dimensions, quantities, and grade elevations, and shall immediately inform the landscape Architect of any discrepancies. B. Prior to the excavation for planting or placing ol plant materials, the Contractor shall verity the location of all underground utility lines and other improvements, and take proper precautions to avoid damage to such improvements. In the event ol conllict between such improvements and plant locations, the Contractor shall notify the Landscape Architect, and arrangements will be made lor relocation as necessary. Failure to follow this procedure places upon the Contractor 1he responsibility for making any and all repairs for damage resulting from work as herein specified at his own expense. 1.07 PROTECTION OF EXISTING IMPROVEMENTS During the construction and maintenance period, the Contractor shall take every precaution to protect and avoid damage to sprinkler heads, - irrigation lines, drainage lines, and all other underground facilities and all paving, structures, fixtures, and existing plantings. The Contractor shall · be held responsible for any and all damage to such improvements and shall completely repair or replace the same at no cost to the Owner. 1.08 INSTRUCTIONS ANO OBSERVATION A. All changes and deviations to the plans and specifications shall be confirmed in writing via the landscape Architect. B. The Contractor shall be available on call to make a joint observation with the engineer. The Contractor shall have sufficient work personnel available during normal working hours to correct deficiencies immediately upon request of the landscape Architect. Such repair or re- work services are to be performed without interference of regular project schedule. C. Plants shall be subject to approval by the Owner's Representative at the place of grow1h and/or upon delivery to the site for quality, size and variety. Such approval shall not impair the right of observation and rejection at the site during progress of work for size, condition of root ball, latent defects, or injuries. Rejected plants shall be removed immediately from the site, unless otherwise approved by the Landscape Architect. 3. Upon the completion of finish grading and mow curbs layout In the field, but prior ta mow curb installation. 4. Approval of all plan! material quality. 5. Layout of plant material. 6. Pre-maintenance observation: When planting and all other indicated or specified work, except the Maintenance Period, has been completed. Acceptance and written approval shall establish beginning of the Maintenance Period. this is not a final observalion or acceptance, and ii does not relieve the Contractor from any of the responsibilities In the contract documents for this project. 7. Final site observation at the completion of the specified maintenance period. This observation shall establish the beginning date tor the guarantee period. E. Acceptance: Upon completion of the Final Observation and the work of this section, the Contractor will be notified in writing {1) whether the work is acceptable and (2) of any requirements necessary for completion and acceptance. 1.09 SUSPENSION OF WORK A The Landscape Architect shall recommend to the Owner any necessity to suspend the work wholly, or in part, for such period or periods as he may deem necessary due to unsuitable weather, or such other conditions as are considered unfavorable for the reasonable performance of the work or for such time as is necessary due to the failure on the part of th~ Contractor to carry out orders given or to perform any or all provisions of the contract. B. 11 it should become necessary to stop work for an indefinite period, the Contractor shall store all materials In such a manner that they will not become an obstruction nor become damaged In any way, and he shall take every precaution to prevent damage or deterioration of the work performed. The Contractor shall cover all open excavations and shafl provide suitable drainage by opening ditches, planting pits, etc., and erec1 temporary structures where necessary. C. Gr8;ding, soil preparation,_ and planting work shall be performed only during periods when benefIcIal and optimum results may be obtained. If the moisture content of the soil should reach a level that working it would destroy the soil structure, spreading, grading and tilling operations shafl be suspended until the moisture content reaches acceptable levels and the desired results are attainable. 1.10 CERTIFICATIONS AND NOTICE OF DELIVERY OF MATERIAL A. The Landscape Landscape Architect shall be furnished with duplicate siqned, legible copies of certificates and/or Invoices stating the brand, grade, amount and quantify of each item for all sail, fertilizers, soil conditioners, plans and other materials. THE LANDSCAPE ARCHITECT MAY STOP WORK PROGRESS UNTIL CERTIFICATES ARE RECEIVED AND REVIEWED BY THE ENGINEER. B. The Contractor shall notify the Landscape Architect in advance when all materials are to be delivered and the manner of shipment, and shall furnish therewith an itemi.:ed list, In duplicate, of the actual quantity of material in each delivery, in order to ensure satisfactory coordination of delivery, and 1? expedite ~he required inspe~tlon at the point of delivery. The Item1zed hst, in duplicate, for each delivery of plant material shall include invoices certifying that subject material has been inspected as required by the State Agricultural Code prior to acceptance or planting. Particular care, using approved equipment, shall be exercised to ensure safe loading, unloading, shipping and handling for all plantings from source to in-place locations indicated on the drawings. 1 .11 PLANT MATERIALS A Quantities for plant materials are shown per plan for convenience only and not guaranteed. Contractor shall check and verify count and supply sufficient number to fulfill intent of drawings. 1.12 INVOICE OF MATERIALS A. Upon delivery of materials and/or completion of all soil conditioning and grading, but prior to initiating planting operations, the Landscape Architect with the heretofore specified signed copies of required certificates, trip slips and invoices for soil preparation materials, shall Invoice such material, comparlng the total quantities of each material furnished against the total area to each operation. If the minimum rates of application have not been met, the Landscape Architect will require the distribution of additional quantities of these materials to fulfill the minimum requirements specified. B. Atter installation of plant materials, but prior to the pre-maintenance site observation, the Landscape Architect, with the heretofore specified signed copies of the required certificates and related items, shall invoice such material, comparing the Jotal area and/or the amounts specified. tt the minimum amounts have not been furnished, the Landscape Architect will require the installation of additional materials to fulfill the minimum requirements specified. C. A sample of the soil amendments shall be delivered to the Landscape Architect within 15 days attar recording of the contract for submittal to a D. Site observations herein specified shall be made by the CITY "iN . I b I . ' f d SPECTOR & testing a oratory, a ong with specifications o each pro uct. Alter soil amendments have been thoroughly mixed into the site, random samples . l •- : l d ~. I " ' f site An Hice ND SCAPE Architect. The Contractor shalt notify the Landscape Architect of a observation at least 48 hours in advance of an observation. observation will be made by the Landscape Architect during o working hours on each of the steps or conditions listed below. Contractor or his authorized representative shall be on site at the tim each observation. The Contractor will not be permitted to initiate succeeding step of work until he has received approval to proceed by Landscape Architect. 1. Pre-Construction Meeting: Immediately prior to commencement of work of this section, Contractor shall rec aµproval of materials and equipmen! to be used, and method installation. The e of the the the eive s of Soil 2. Incorporation of soil conditioning and fertilizing into the soil: 1ests pertormed by the licensed laboralory shall be submitted paid for by the Contractor for agricultural suitability and appro by the Landscape Architect once rough grading has b and ved een completed, and prior to Installing any plant material. . ' . . ' . . ' CITY· INSPECTOR SHALL APPROVE: 1. SOIL TE.STING A-QENCY 2. SOIL TEST RECOMENDATIONS PRIOR TO DEL !VERY OF SOIL AMENDMENTS. TO-,S1TE. 'I r-t l ----~--Y'9111 1'...-r.'- of the mixed soil will be taken by the engineer and submitted to the soil laboratory for comparison to a conlrol mix. Cost of the above testing by the soils laboratory shall be borne by the Contractor. 1.13 PROTECTION OF EXISTING TREES, SHRUBS AND VINES A. It is the intent of the project that certain areas of the existing plant materials shall be retained. Prior to the removal of any trees, the Contractor shall confer with the Landscape Architect to determine those plants that are to remain. B. All existing trees which are to remain In the project shall be tagged and ldentilied by the Contractor prior ta start of work. C. Contractor shall be responsible for all trees that are to remain In the project. Damage to a plant which results in death or permanent disliguration shall result in the complete removal of the plant, Including roots, from the site by the Contractor. The Contractor at his own expense shall replace the plant with one of equal value as established by the Landscape Architect or reimburse the Owner the cost of said replacement if a replacement cannot be obtained. The landscape Architect shall be the sole judge ol the condition of the plant. D. All existing trees that are ta remain shall be protected at all times from damage by men and equipment. All damage by the Contractor to existing plants shall be repaired at his expense by personnel approved by the Landscape Architect. E. The Contractor shall insure that no foreign material and/or liquid, such as paint, concrete, cement, oil, turpentine, acid or the like, be deposited or allowed ta be deposited on any soil within the dripline (the outside edge of foliage overhand) of any tree or shrub or within 6' ol the 1runk of a vine. Should any such poisoning of the soil occur, the Contractor shell remove said soil as directed by the Landscape Architect and replace it with acceptable soil at no expense to the Owner. F. Excavation adjacent to existing trees and shrubs: Where it is necessary to excavate in close proximity ta existing trees and shrubs, all possible caution shall be exercised to avoid Injury to roots and trunk. Excavation close to trees shall be by hand, tunneling under roots 2-and larger In diameter. Cutting al roots 2· and larger shall be only on the approval of the Landscape Architect. Paint cut roots within 24 hours of Initial damage with approved pruning paint. When this Is not possible, keep the side ot excavation adjacent to tree shaded with moist burlap or canvas. PART 2 -PRODUCTS 2.01 QUALITY A. All materials shall be of standard, approved, and first grade quality and shall be in prime condition when installed and accepted. All commercially processed and/or packaged melerlals shall be delivered to the site In the original unopened containers bearing the manufacturer's guaranteed analysis. 2,02 SOIL AMENDMENT AND FERTILIZER A. Shall be a wood residual product derived from shavings of redwood, white fir and/or red fir, or cedar shavings. Amendment shall upon analysis contain at least 1.0% nitrogen (on a dry weight basis) with an ash content not to exceed 15%. A commercial grade product shall be used. Contractor shall supply Landscape Architect or his appointed representative with a sample of the proposed amendment accompanied by a laboratory analysis from an approved laboratory illustrating degree al compliance. Guarantee= w1/cu/yd. = 460# -720#. Ammonic nitrogen = 1.0%. PH (less than 6.8). Salinity (total soluble salts -3.0 MMHO). Density = 20# cu.tt. Properties = (gradation sieve size) -No. 6 -95% minimum passing; No. 8 • 80% minimum passing; No. 35 -30% minimum passing. Wetability -to be in compliance with standards as per American Society of Agronomy B. Agricullural Grade Gypsum -Shall be a (Ga SO4 -H20) calcium sulfate product -94.3%. 90% shall pass a 50 mesh screen. Chemical reaction will remove Sodium attached to soil particles. Gypsum also loosens heavy clay soils through electro-chemical action. Control of dust during application is mandatory. Shall be U.S. Gypsum, Dolmar, Sof'N'Soil, or Bandin!, if not avallable, shall be equal to. C. Sulphur (Soil) • Shall be elemental · sulphur (99.5%) · commercially prepared so that 46.9% passes a 50 mesh screen. Shall be Wil-Gro, Union Chemicals or Baker Industries, If not available, shall be equal to. D. Iron Sulfate -Iron shall be expressed as metallic -derived from sulfate - deep green (Fe SO4 H20) . A minimum analysis of 20.0% and 98.3% retained on a 1 o mesh screen. E. F. Shall be Wilson & Geo. Meyer, Wil-Gro, or Bahdinl. If not available, shall be equal to. Pre-plant or starter fertilizer shall be a commercial grade flowable fertilizer with -1 % nitrogen, 10% phosphorous pentioxide and 10% potassium sulfate. No Polassium Chloride is to be used. Organic nitrogen shall be from Cottonseed Meal and Urea. Phosphate available from superphosphate and Cottonseed Meal. Potash from sulfate of Potash and Cottonseed Meal. Screen analysis: ¾ retained on stacked screen -approximately 8 -mesh 24.2%: 20 -mesh 75.2%; 48 -mesh 0.2%. Available percentage weigh! of plant food: Nitrogen Phosphoric acid Potash 1.0% min. 10.0% min. 10.0% min. Shall be Wil-Gro, Bandin! or Kellogg. If not available, shall be equal to. Post Plant Fertilizer (Maintenance): Fertilizer (commercial) shall be a combination of natural organic and inorganic granular fertilizers, free- flowing, suitable for application with approved equipment and shall contain the following minimum available percentages by weight of plant food: Nitrogen Ammoniac Sulfate Remainder of Nitrogen Phosphoric acid Potash Iron Zinc Manganese Calcium 14.0% min. 4.0% min. 8.75% Water Soluble 1.25% Water Insoluble 7.0% min. 3.0% min. 2.0% 0.15% 0.15% 2.0% . . Organic Nitrogen Is derived from Urea and Cottonseed Meal. Phosphate from Superphosphate and Cottonseed Meal. Potash from Sullate of Potash and Cottonseed Meal. No Potassium Chlorlde Is lo be used. Sulfur from Sulfate of Ammonia. Calcium from Superphosphate, Iron from Ferrous Sulphate and mixed Sulfides. Zinc and Manganese are expressed as metallic and in their elemental form. Screen analysis: (% retained) -approximately: 4 mesh = 1.3%; 8 mesh= 24.2%; 20 mesh= 74.0%; and 48 mesh 0.05% . Shall be Wil-Gro Fairway, Bandini, or Kellogg. If not available, shall be eaual to. G. 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% min. 10.0% min. 5.0% min. Shall be Agrilorm or Gro-Power. II not available, shall be equal to. ""H. Queen Palms to receive palms and tropical humus fertillzer by Gro- Power. 2.03 CAPILLARY PLANTING SOIL FOR PLANTERS A. Exterior capillary planter soil shall contain a mixture of long fiber sphagnum peat moss, ground fir bark, composted redwood, sand, and wetting agent and a professional nutrient formula. Soil shall be of the following physical properties: Density WVCu. Ft. Dry Basis Total Porosity Dry Basis by Volume Air Space at Field Capacity by Volume (6" Container) Available Water at Field Capacity (6-Container) pH Eco 22.2 lbs. 81.2% 20.2% 35.0% 6.0 3.5 2.04 PLANTING BACKFILL FOR TREES AND SHRUBS . A. Rate of application Is for bidding purposes only. Sall test may reduce or increase tolal soil yardage amendment and chemical additives. Planting backfill shall be a thoroughly blended mixture of topsoil and soil amendments at the following mixtures: Soll Amendment Stock Piled site soil Gypsum Sulphur (soil) Iron Sulfate Pre-Plant (1-10-10) 1/2 c.y. 1/2 c.y. 5 lbs. per/cu/yd. of mix 1 lbs. per/cu/yd. of mix 1 lbs. per/cu/yd. of mix 3 lbs. per/cu/yd. of mix (also see 3.04 Exterior Planter Backfill). 2.05 EARTH MOUNDS A. H. I. J. K. ' L. M. Rejection and Substitution: All plants not conforming to the requirements herein specified shall be considered defective, and such plants, whether In place or not, shall be marked as rejected and be Immediately removed from the site of the work and replaced with acceptable plant materials. The plant materials shall meet all applicable Inspections required by law. All plants shall be the species, variety, size, age, flower color and condition as specified herein and/or as indicated on the drawings. Under no condition will !here be eny substitution of plant species, variety, or reduced size for those listed on the accompanying drawings, except with the express written consent of the landscape Architect. Righi to Changes: The Landscape Landscape Architect reserves the right to change the species, variety and/or sizes of plant material to be furnished, provided that the cost of such plant changes does not exceed the cost of plants In the original bid. The Contractor shall be notified and conlirmed in writing prior to sixty (60) days before the planting operation has commenced. Changes in the size and/or variety of any plant to be furnished which involves a reduction or addition in cost shall be adjusted In the contract cost. Root Condition: The Landscape Architect reserves the right to inspect root condition of any species, particularly those grown lrom seed, and If found defective, to reject the plants represented by the defective sample. Protection: All plants at all times shall be handled and stored so that they are adequately protected from drying out, from wind burn, and from all other Injury. All plants determined by the Owner's representative to be wilted, burned, or dried out, may be rejected, and removed from the site. The Contractor's on-site plant storage area shall be approved by the Owner's representative prior to the delivery of any plant materials. Shrub and Tree Samples: Typical samples, three each al all varieties and sizes (shrubs 5 gallon and under, trees 15 gallon and under) of all plant materials shall be submitted for inspection approval at the site a minimum of iifteen days prior to planting operations. Approved samples shall remain on the site and shall be maintained by the Contractor as standards of comparison for plant materials to be furnished. Samples will be incorporated Into the work. Specimen Tree Selection: 1. One sample each of each tree variety and size, as called out on drawings, 24" box and larger shall be delivered to the project site for approval prior to Installation. 2. The Contractor shall Immediately remove any trees not approved. 3. The Contractor at his option and at his expense, can retain the services of the landscape Architect to review trees 24" box size or larger tagged at the nursery and/or at its place of groW1h. All soils for earth mounds shall be as approved by the Landscape - Architect. Samples shall be submitted before site delivery. Landscape Architect shall approve all grading prior to final placement of any plant male rials. 2.07 GROUNDCOVER 2.06 PLANT MATERIALS A. Groundcover plants shall be healthy, vigorous rooted cuttings grown In flats. A. B. G. D. E. F. G. 2.08 PLANTER MULCH Nomenclature; Scientific and common names of plants herein specified shalt conform wllh the approved names given In "a checklist ol Woody Ornamental Plants of California," published by the University of California, College of Agriculture, Manual 32 {1963). See list of plant material on -A. drawings. Planter mulch shall be shredded fir tree bark. Shall range in size from 1 /2-inch to 3/4-inch. 2.09 STAKING MATERIAL Labeling: Each group of plant materials delivered on site shall be clearly labeled as to species and variely. However, final determinalion of plant species and variety will be made by the Landscape Architect and whose A decision will be final. All patented plants (cultivar) required by the plant list shall be delivered with a proper pfan1 patent attached. Qualily and Size: All plants shall be vigorous, of normal growth, free from diseases, Insects, Insect eggs, and/or exceed the measurements specilied. Container Stock: Shall have grown In containers for at least six months, but not over two years. No container plants that have cracked or broken balls of earth when taken from the container shall be planted, except upon special approval. No trees with damaged roots or broken balls shall be planted. Pruning: At no lime shall the plant materials be pruned, trimmed or topped prior to delivery, and any alteration on the site of their shape shall be conducted only with the approval and In the presence of the Tree guy wires shall be of pliable, zinc-coaled steel minimum gauge No. 12 and anchor to appropriate dead man. Wire loops at branches shalt be covered by 2-ply reinforced rubber 1/4" In diameter. Guy wires shall be !lagged with 1/8-inch diameter x 4"-0" length surgical tubing. 2.1 0 ROOT BARRIER A. Root barrier shall be a multi-year root control system consisting of herbicidal time-released nodules permanently attached to a permeable geolextlle fabric which will Inhibit plant root encroachment. Active Ingredient: P -Toluidine) Inert Ingredients Trilluralin (a,a,a -Trilluro-2,6-Dinitro -N,N • Dlpropyl · 17.1% 82.9% Landscape Architect. 2 .11 Shall be Bio-Barrier -No Known Equal. PRE-EMERGENT HERBICIDE Inspection or Plant Materials: Required by Cily, County or State A Pre-Emergent herbicide shall be as determined by 1he contractor. authorities, shall be a responsibility of the Contractor, and when necessary he shall have secured permits or certilicates prior to delivery of 2.12 WEED CONTACT HERBICIDE plants at site. On-Site Inspection of Plant Materials: Plants shall be subject to inspection and approval or rejection at the project site at any time before or during progress ol work for size, variety, condition, latent defects and Injuries. Rejected plants shall be removed from the project site Immediately. A. Weed contact herbicide shall be as determined by the Contractor. 2.13 LAWN . A All lawn areas shall be sodded with Marathon 111 owart Fescue blsnd . --.. TESHIMA DESIGN GROUP APPR0\7ED FOR PLAKTING ,. ~.s :SUIL T'' LANDSCAPE ARCHITECTURE AND IRRIGATJOK Ol\'LY, LAND PLANNING . INCLUDING .PRECISE TITLE~ 9903 Ou.,ln•"fl"'k Ave., Suite C .S•n Ulogo, C• 92131 LOCA'TION OF PL.C\NTING RtVJ[·.'[D Br, . Telephone: (619) 693-8824 AREAS. Fu: (619) 693-1182 .. I•:'.;C>(CT0~ - ])AT( Dt> TE ·-' ~ ' CITY OF CARLSBAD ls~susl ' I -. PLAN'IIN(, D[PARTl'.[NT ' 7 ' . i L,'1J~4'1~/J fVi)c;. l"'i1P-' I ' I POl~SETTIA SHCRt:$ CARLSBAD ~A-4 CALIFORNIA - I APPrnD • 4.Gtk ,.,. 7~9?i . , AM ASSISTANT PLA.'.JNING DIRECTOR DA TT D\','N BY: -DA II: INITIAL ... PROJECT NO. ORAl't,NG NO. DATT: INITIAL DATT: INITIAL CHK0 BY: c;r.·C/4-07 ,,_-c:7-SL. lNGINlE/1 0( II-ORK REVISION DESCRIPTION OTH(R APPROVAL C,TY APPROVAL RY\.'D BY• . I I ' I I l j 3.01 INSPECTION A. Examine proposed planting areas and conditions of installation. Do not start planting work until unsatisfactory conditions are corrected. 3.02 PREPARATION A. B. c. General: The areas lo receive trees, shrubs, groundcover and hydroseed plantings and their respective requirements for Imported topsoil, fertilizing , soil conditioning, and other treatment shall be as defined on the drawings. Equipment necessary for preparation of the ground surface and for handling and placing all required material shall be an hand in goad working condition. Work shall be performed only during periods when beneficial results can be obtained. Clearing and Grubbing: Prior to ripping and tillage operations, all vegetation in the area to be planted shall be grubbed, raked, and cleared from the site. The ground surface sl1all be cleared of all material which has accumulaled during construction and all material which might hinder proper grading, tillage, planting and subsequent maintenance operation. All grubbed materials and debris shall be lawfully disposed of off the site by the Contractor at his cost. Obstruction Below Ground: All subsurface rocks over 2" in diameter and other underground obstructions shall be removed to the depth necessary ta permit proper fine grading, tilling, or planting according to plans and specifications. All abandoned utility lines uncovered or severed shall be cut below grade and capper' or plugged with concrete. Explosives shall not be used for removal. When the location of utility lines is shown on the plans or has been made known ta the Contractor, all damage ta these lines shall be repaired by the Contractor in a manner approved by the Landscape Architect and affected utility. D. Deep Ripping: All areas (including slopes) to receive groundcaver, shrubs, and hydraseeding shall be deeo ripped and loosened to a depth of twelve (12) inches In all directions. 3.03 SOIL AMENDMENTS, FERTILIZING AND ROTOTILLING A. Rate of appllcatlon Is far bidding purposes only. Soil test may reduce or increase total soil amendment yardage. Adjustments (plus or minus) may be necessary. Contractor shall obtain at least two sail tests of rough grade at site and submit results to the Landscape Architect for interpretation and recommendation. B. After the areas have been deep ripped, the following rates of soil amendment materials shall be evenly spread aver all planting areas and shall be thoroughly scarified lo an average depth of six Inches by rototilling a minimum of two alternating passes. Amendment must be intimately blended with soil. C. D. E. F. G. Soil amendment: Gypsum: Soil Sulphur: Iron Sulfate: 6 cubic yards per 1,000 sq. ft. to a depth of 8". 120 lbs. per 1,000 sq. ft. 1 o lbs. per 1,000 sq. fl. 1 0 lbs. per 1,000 sq. fl. Fer1ilizer (commercial) 1 • 1 0· 1 0 shall be applied at the rate of 30 pounds per thousand square feet and scarified into th8 top two inches of finish grade. Fertilizer shall be applied after leaching operation. The thoroughness and completeness of the rotatilling and incorporation of the soil amendments shall be acceptable to the Landscape Architect. Slopes 2:1 and steeper or as per the drawings omit sail conditioner application and tilling. Deep Water Leaching and Soil Testing: Deep water leaching shall be competed as recommended by a certified agronimic laboratory. The following process far deep water leaching is for bidding purposes only. Item number three (3.) shall be performed as stated below. 1. Atter the tilling operation, the area shall be deep water leached three (3) times over a five (5) day period. Apply 1/2" water at each application. Wait one (1) day between applications. 2. One day after final application of water, the soil shall be tested for content of soluble salts (electrical conductivity E.C.). Landscape Archilect and Contractor shall take several soil samples and deliver the samples to a laboratory far testing of soluble salts. E.G. test reading shall not be above 2.0, the soil amending, tilling and deep watering procedure shall be repeated until test readings are not above 2.0 3. If soil test reading for a particular area tested Is above 2.0, the soil amending, tilling and deep watering procedure shall be repeated until test readings are not above 2.0 Care shall be taken that the rate of applicalion ol water does not cause erosion or sloughing of soils. All depressions, voids, erosion scars and settled trenches generated by the deep watering shall be filled with amended soil and brought to finish grade. Apply Naiad Wetting Agent, Sravon or equal 4 oz. per 1,000 s.f. at the first spray of sail amendments. 3.04 EXTERIOR PLANTER BACKFILL A. Backfill for eX1erior planters: Shall be as specified In Section 2.04. Prior to backfiling planter, Contractor shall install "Monolink Irrigation System· per manufacturer's specifications. 3.05 FINISH GRADING A. Finish grades shall be as indicated on civil plan. B. c. D. E. Finish grades shall be measured alter the grou_nd has been watere.d-in and mechanically compacted and settled. The final grade shall be within plus or minus 0.1 foot of the spot elevations and grade lines indicated on the Civil drawing. Ease top and toe of all existing slopes. All undulations and irregularities in the planting surfaces resulting from tillage, rototilling and all other operations shall be leveled and floated out before pl.;nting operations are initiated. The Contractor shall take every precaution to protect and avoid damage to sprinkler heads, irrigation lines, end other underground utilities during his grading and conditioning operations. F. G. H. Final finish grades shall insure positiv8 drainage of the site with all surfacs drainage away from buildings, walls, aver maw curbs, and toward roadways, drains and catch basins. Final grades shall be acceptable ta the Landscape Architect before planting operations will be allowed to begin. Planting surfaces shall be graded with no less than 2 percent surface slope for positive drainage. I. All rock and debris shall be removed from planting areas and then from the site in accordance with the following criteria, 1" dia. in lawn areas, 2" dia. In shrub area, 2" dia. In hydroseed areas. J. Finish grade shall be 2" below finish paving surface In shrub areas. 3.06 PLANTING INSTALLATION A. D. E. F. transplanting. The flats soil shall contain sufficient moisture so that it will not fall apart when lifting the plants. Plants shall be protected at all limes to prevent drying of the root ball. Groundcovers shall be planted in staggered, random rows and evenly spaced unless otherwise noted and at intervals called out In the drawings. The size of planting excavation for groundcover shall be at least twice the depth of the root ball. DII SLOPE REVEGETATION/EROSION CONTROL POLICIES AND REQUIREMENTS REQUIREMENTS E.3-1 SLOPE PIANT!NG E:J-1.1 SLOPE PIANTJNG STANDARDS Slop<> r,quiring ,rosion c:ontrol mu,urt; "'!pecir,,d h<r,in shall be treated with Each plant shall be planted in a manner that will ensure minimum oneor more of thdoll.,.ing pt,nting !landanf>: disturbance of the root system, but In no case shall this depth be less than two nodes. Each groundcover plant shall be planted with one 5 a. Standar,1#1-COVERCR0P/JUTEMESH gram planting tablet incorporated into the root zone. Planting area shall C<mr crop shall be a smJ mi> iypic,lly made upof qukk germinating be hand·smaathed after planting to provide an even and smooth final and fasl ,_ring g,.,..._ cl""""' >n<Vor ,..;1d n°""'"· Submit the 'P<cific linished grads. To avoid drying out groundcover, plants must be irrigated ,.,d mix for City •PJlrovat prior to applic,tioo. Thccover crop shall be II d applied at a ralt and rn.mntr .st.dlidenl to provide 90% coverage within after planting. This may be done manually or by using the insta e thirty 130> day,. irrigation system. Repeated applications may be required. especially an a sloping sile. This Initial irrigation shall continue until a zone at least . .,. ' '}'· TI-Peofiutemesh,hallbeasaw"""'dbytheCltyand!tak,dtolheslope .. twice the depth of each hole Is thoroughly moistened. IN~T.Atvp;flbk) of 811 [.f(f6¢-lt' rt(omme~bythemanufacturer. F.3-1 FIRE PROTECTION PROGRAM POLICIES AND REQUIREMENTS S~tioo 83 -mc,1-.'iunxl horizontally 20' outwarJ from the o~itl~inA cdgi; oi Sc1,:l 11)n [3::!. Th~: outer t:Jgc of B::l ':.shc1ll cxtcnJ horizontally to a point. at least bO' frrnn strudun.~~. 1. lkrnovi.JI o("high fu~I specie~•· "5 listcd in Appendix El. 2. l~e1nov:..il hy ;;tlcdivt pruning o( up to 4M{1 o( the volum~ of the "modcralt: (u1.,1 :ipcc1c~" .:1:-; listed in Apptndi.x El. J. Trt'vs ;inJ laq._!t' tree form shrub~ {c,Jl. G..ik!i, Su1r1,K, T(lyon) v...·hich .m:' bi::'i11g 1·1.:t<Jil1l!d .shc1II bl'. prurn:d lu pmvidt: chi;1r;1nCL' cqu;il l0 Lhn.:li times tlk hL"i~]ht (Jt th_L surround111g u1Kkrslory pl:.tnt fflal.ni~d ur ti', wh1chLVl'I" is hii~hcr. I kc1u ;rnd l'XCtssl\:dy twiggy growth shall jjJso be rcmowJ 4. N(ir1-irrigati;!J. CONDITION A" MANUFACTURED SLOPE FIRE PROTECTION (See Appendix F.2) (conn 8. Timing: Actual planting shall be performed during those periods when weather and soil conditions are suitable and in accordance with locally acceptable practice. Layout of Trees: All trees (24" box size and larger) shall be. placed _in the landscape per the direction of the Landscape Architect pnar ta Installation of irrigation system. The trees shall then be moved so that planting holes can be excavated and amended. The trees shall then be installed in their respective hoes and positioned in the holes per direction ( --------·-···•·-•---·------------1t,.1~LCft IN /"IU., ~ -1Uf<F ~m,-Jut, mesh shall b, r,quirnl when planting occun belwttn August 15 and 3.09 POST FERTILIZATION ~ ~ ~ 1Wtl 3:l April 15. ~B!,1 IT q'i,'lpµe; ,o 0t"f'/ 1~4'1, During the n,maind<r of !ht ~r. tht ,_r crop and/or jute =h may Pert1i11s to man made slopes abutting high risk fire area..i; as described Ur'ldcr Section fl C.l A. Trees . Post fer1ilization shall occur at 100 day intervals after planting. Bore holes around dripline (various depths) and apply fertilizer at the rate of 1 lb. per 1" caliper In holes. Fertilizer shall be Wil-Gro14-7-3, Fairway, Bandini, or Kellogg. If not available, shall be equal ta. fVF-Aff'/"-N,AL.., ffZ/lJf-fD et.I/¥-be ustd. ~/~ t cl t5f-pe' Section A-1 · measured horizontally 20' outward from the outlying edge of structure(S}, C. D. E. of the Landscape Architect. B. Layout Planting: Locations shall be approved by the . Landscape Architect. All container plants shall be set by the Contractor in \heir final localion in their respective containers prior ta digging hales and/or planting. All plant locations shall be checked for possibl8 inlerierence c. with existing underground utility lines. Backfill for Trees and Shrubs: Shall be as specified in section 2.03. ~ artificial drainage is requested, then drains shall be installed first, then backfilled with soil. D. Shrubs -Post fertilization shall occur 60 days after planting and apply fertilizer at the rate of 1 teaspoon per each 1 gallon plant and 1 tablespoon per 5 gallon plant. Fertilizer shall be (14-7-3) Wil-Gro, Fairway, Bandinl, or Kellogg. If not available, shall be equal to. Groundcover and lawn areas -Post fertilization shall occur 60 days after planting and apply fertilizer at the rate of 7 lbs/1 ,000 s.f. Fertilizer shall be (14-7-3) Wil-Gro, Fairway, Bandini, or Kellogg. If not available, shall be equal to. All planted areas shall receive Sarvon, Naiad Wetting Agent or approved equal, 4 oz. per 1,000 s.l. 45 days after the start of the maintenance period. Disposal of Excess Soil and Debris: All excess excavated subsoil, rocks and debris shall be legally disposed of off the site by the Contractor at his cost or utilized on the site as directed by and at the option of the Landscape Architect. 3.10 GENERAL MAINTENANCE ANO ESTABLISHMENT PERIOD 3.07 PLANTING TREES, SHRUBS AND VINES A. Soil moisture level prior to planting shall be no less than hortlculturally acceptable. The Contractor shall request approval of moisture, and if found to be Insufficient for planting, the planting pits shall be filled with water and allowed to drain before starting any planting operations. B. C. D. E. F. G. H. I. K. L. M. All excavated hales shall have ver1ical sides with roughened surfaces and shall be of the minimum sizes indicated on drawings. Holes shall be in all cases large enough to permit handling and planting without Injury or breakage of root balls or roots. Excavation shall include the stripping and stacking of all acceptable soil encountered within the areas to be excavated for plant pits and planting beds. Protect all areas that are to be trucked over and upon which soil is to be temporarily stacked pending its re-use for the filling of holes, pits and beds. Plants shall be removed from containers in such a manner that the ball of earth surrounding the roots Is not broken, and they shall be planted and watered immediately .after the removal from the containers. The plants shall be planted at approved locations with the heretofore specified amendments and soil planting backfill. Backfill shall be placed at the bottom of each hole and thoroughly watered and compacted to a depth so that when a plant is placed in the hole, its root crown is slightly above the established final wade, and unless otherwise noted shall be raised or replaced as directed by the Landscape Architect. Planting tablets shall be placed In each planting hole at the fallowing rates and per the manufacturer's recommendations.; 1 -5 gram tablet per individual liner and flat size plant. 1 • 21 gram tablet per gallon container. 3. 21 gram tablets per 5 gallon contai.ner. 4 -21 gram tablet per 15 gallon container. 1 -21 gram tablet per each 4 inch box size. Random testing to verify planting tablet installation shall be conducted by the Landscape Architect. Na plant will be accepted if the roatball is broken or cracked, either before, during, or aher the process of installation. All plants shall be thoroughly watered to the full depth of each planting hole immediately after planting, Guying: All trees and other planls Indicated on the plans shall be guyed as detailed. The Contractor shall be responsible for all surface and subsuriace drainage required which may aHect his guarantee of the trees, shrubs and vines. Pruning after planting shall be required an all trees, shrubs, and vines when necessary to provide the specilied or approved standard shapes, farm and/or sizes characteristic to each plant. Pruning may Include thinning, topping, and/or cutting and shall ?e ~nder the direction of the Landscape Architect. Cuts over 3/4-inch in diameter shall be painted with an approved tree sealant. N. All trees 24 • box and larger shall be spotted. 3.08 PLANTING GROUNDCOVER A. B. C. Graundcovers shall be planted In the areas Indicated on the plans and shall be free of surface rock over 2" in diameter and debris. If the tap four (4) Inches of sail in the area to be planted In groundcover Is not sufficiently moist (hor1iculturally acceptable standards), the area shall be thoroughly irrigated and no less than twelve hours shall pass before planting. Groundcover plants shall be grown in flats. Variety indicated on the plant list. Flat grown plants (rooted cuttings) shall remain in those !lats until A. B. C. D. E. F. G. H. Gen8ral: Maintenance operations shall begin Immediately attar each plant Is planted and shall be kept In a healthy, growing condition by watering, fertilizing, pruning, spraying, weeding and all other necessary operations of maintenance. All areas shall be kept free of weeds and noxious -grasses and clean and free of rocks, clods;· and debris. All paving and walks shall be kept clear, clean and washed down. Establishment Period: Trees, Shrubs, Vines and Ground Covers -The establishment period shall begin on lhe date that the Landscape Architect inspects and gives written provisional acceptance of the work and shall be ninety (90) calendar days. The establishment period may be extended or shortened at the discretion of the Landscap8 Architect. Mainlenance Operations: Plants shall be kept in a healthy, growing condition by watering, pruning, mowing, reseeding, rolling, resodding, trimming, edging, fer1ilizing, restaking, pest control, spraying, weeding and all other necessary operations of maintenance. Planting beds shall be kept free of weeds, grass and other undesired vegetative groWlh, and lawn areas shall be kepi free from all weeds. During the specified maintenance period, all plants that are dead or severely distressed shall be replaced immediately. All seasonal color, annuals or perennials shall be maintained in a vigorous, healthy condition through the maintenance period. Extended Maintenance: When, in the opinion of lhe Landscape Architect, there is improper maintenance, poor or unhealthy condition of plant materials, the Contractor shall be responsible for additional mainlenance of the work at no additional cost lo the contract until all the work is acceptable. Protection: The Contractor shall be responsible for providing adequate protection al all planting areas against traffic or other use by erecting fencing or other acceptable means immediately after the planting is completed. Warning signs and barricades shall be placed In various high-traffic areas. Damaged areas shall be repaired Immediately by the Contractor. Weeding and Cultivating: All tree, shrub, groundcover and hydroseeded areas shall be kept free of debris and weeds. Groundcover and shrub areas shall be cultivated at Intervals of not more than fourteen (14) days minimum. Replacement: During the maintenance period, plants which die or which are in an unhealthy or badly impaired condition shall be replaced by the Contractor within four1een (14) days after unsatisfactory condition Is evident. No replacement of plantings shall be made in any season definitely unfavorable for planting. At the conclusion of the maintenance period, the Landscape Architect will make an Inspection of the work to determine the condition of all plants. All unhealthy plants shall be removed from the site and replaced with plants of the same kinds and sizes as originally specified. Such replacement shall be made in the same manner as specified for the original planting and at no extra cost to the Owner. Acceptance: At the conclusion of the maintenance period, an Inspection shall be made by the Landscape Architect, upon written notice requesting Inspection before acceptance. Maintenance period shall conlinue until all deficiencies are corrected. ••• TESI-IIMADESIGN GROUP LANDSCAPE ARCHITECTURE LAND PLANNING 9903 Uusinc,,puk Ave., Suite C San Diego, Ca 92131 Telephone: (619) 693·8824 Fax: (619) 693-1182 b. Sbuulml #2 • GROUND COVER One hundrnl (I 0096) p<rctnl of th, •rea shall be planted with a ground · cover known to hav< aallent !Oil binding charact,ristia (pl,nted from a minimum sltt of flatted mal<rial and Spa«d to provide full """'rage within on, y,arJ. c. Sl>ndar,I #3 · LOW SHRUBS I.ow spreading,roody shrub, (planted from a minimum of2 •t, inch linen) ,hall cover• minimum of .,..,.nty (70%) percent o( the slope fact (at matun! 5ize). · d. Sl.and.u,! H · TREES AND/OR LARGE SHRUBS Tre,s an&'or large shrob, ,hall be (planted from a minimum of I gallon containm) at a minimum rate of one (IJ plant P<r two hundrnl (200) squ.,re (e,l £.3-1.2 AREAS Of Al'PLICATION (PLANTING) E.3-1.2.1 SLOPES -. 6: I or stttper and: •· 3 fe,I or l•n ht ..rtbJ height and ,,.. adjacent io public wolks or streets require at minimum Standarrl #I (co....r crop and jut<d). b. 4 f<<I lo B f,,t ht wrlbl h,lght require Standard! #l, 112 and #3. c. In v:c,s, o( 8 t .. t ht ..rtlcal h<lght require Standards #1, 112,113 and 114. E.3-1.2-2 SPECIAL C0NDm0NS E.3-1.2-2.l Ar= graded flatter than 6:1 require Standarrl HI (cov.r crop) when theyh.we on, or more or the following condilioru: a. She,! graded pad< ryot ;cheduled for improvemenl.s within 6 month., of completion of rough grading. b. A potential ero!ion problem"' det,nhincd by 1h, City. c. ldenliried by lh< City as highly visible areas to the public or hav, special conditions that wamnt Immediate treatmenL F.32 1. Pl;mtcd with ground cov~r or low ~rov,1inp, shruh species (less l.h:m :r in height) known to have fire rd_;mJ,mt qu;ilitics. 2. No trees or shrub~ allowed. 3. lrrig;ded. Section A-2 -measured horir.onLally 20' oulwJ.rd from the outlyin~ cJ~c of Scctior1 .1\-1. I, Plarik<l witll l()l;J water use n.:iturnlizin~ rl:lr'lt species known to h;tv~ low fu!.:!I ch,1racteri5tics. I\ 2. No trees allowed. 3 lrriw,teJ. Section A-3 -measured outward from the outlyin~ edge of A-2 to include the rcma111dcr ~f the-area !~tween ~ection A-2 and high risk fire areM as de-scrihed L~rtdfr Se-cf.ion II C. Horizontal d1:.lancc from !.he sl ructure(s) to untreated hirth nsl<; are:1.~ shitll not be Jes:,; than fi()'_ l"i 2 'r,r,:cs <-irt allowed hut sht!I not be pl.:mtcd clost>:r th..:,ri 21)' apart, 3. lrngakd C?NDITION, ll · NATIVE SLOPES-WILDLANll FIRE SUPPRESSION (See Append» F.2) Pe~ins to ~r~,; where removal of cnvironmenblly scnsHive native veictation is restricted w1thm the fire sections. - Sccti,n1 Bl · measured 20" horizontally from tlie outlying edge of the stni( ture(s) toward the env1ronrncnt.ally restricted area as defined by the City, 1. Remov~I of''liigh frwl and mnderale ha?..ard speciE'.s" a.,; listed· Appendix F.l. m 2. Pl~;ting with ground cover or low grov.•in~ shrub species (Jes~ than 3' in heigh_t) known to h;ive fir~ rel;l;rdant QLU1!it1es or a.,; otheiwise TP11Ui ed b the City. · · ~ r Y 3. ho trees or &hruhs allowed_ 4. lrrig"i:1ted. Sedion B2 · measured horizontally 20· outward from the outlyin' edg• oflll. • ' 1. Removal of"high fuel species'' as listed in Appendix EL 2. Rl'movol.h~,sele-ctivc ~nm inf( of up !o 60% of the volume of the "rnode-r"atr fuel .Spec1e.s as listed 1n Apr,r,:ndn-; F]. 3. R~pbnting with nalurali;.;ing low fuel srecie.s. 4. Trt(? ilnd largf. tree form shruhs (t"'_g_ Oaks1 Sumac, Toyon) which arc being rcL11ned .shall~ pruned to provide dear;;ince equal to three times thr height of the surround1.ng und~rstory pfant matcri.al or 6', whichever i.s hight:r, Dead and exce.~i.rvely tvi.•1!!,gy growth shall also bt rcmoVl"d. 5. lrrigakd APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 0 AS BUILT ... P.E. __ _ EXP. ___ _ REVJE'w'ED BY• INSPECTOR DATE DATE CARLSBAD CALIFORNIA 0,0.TE INITI,0.L D,O. TT: INlll,O.L D,O.IT 1Hll1"L £HGIHEl'R Of WORK REVISION DESCRIPTION OTHER APPROVAL arr APPROVAL C,M.W.D. ~~ ~.