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HomeMy WebLinkAboutDWG 357-4L; CT 94-06; POINSETTIA SHORES A-3; 01-15GENERAL NOTES RECLAIMED WATER NOTES 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH lliE CARLSBAD MUNICIPAL WATER DISTRICT'S "CARLSBAD RECLAMATION RULES & i~EGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS" DA TED OCTOBER 1993. 2.DRINKING FOUNTAINS SHALL BE PROTECTED FROM SPRAY OF RECLAIMED WATER, BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECLAIMED WATER 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 STRICTLY PROHIBITED. 5.ON-SITE CROSS-CONNECTIONS BETWEEN RECLAIMED WATER LINES AND POTABLE WATER LINES IS STRICTLY PROHIBITED. 6.NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF lliE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 7.ALL ON-SITE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. * 8.THE IRRIGATION SYSTEMS SHALL RUN BETWEEN lliE 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 SUPERVISION PERSONNEL ON SITE. 9.PROVIDE A MINIMUM Of AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPING. 10.NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECLAIMED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. I_ACK OF PROTECTION, WIHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTIL Y PROHIBITED. 11.IRRIGA TION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER-SPRA'r1NG ON SIOEWALK$, STRF:ETS AND NON-DESIGNED USE AREAS. 12.RECLAIMED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECLAIMED WATER DISTRIBUTION SYSTEMS( SPIKES NOT JNTERCHANC.,EABLE WITH POTABLE WATER QUICK COUPLER SPIKES) PER CARLSBAD MUNICIPAL WATER DISTIRICT'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-COOED (PURPLE) AND LAID 'MTH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENC:H PER THE CARLSBAD t,1UNl.CIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15.ALL POTABLE WATER AND RECLAIMED WATER PIPING SHALL BE INSTALL WITH THE STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH. 16 WHEN A POTABLE WATER LINE AND RECLAIMED WATER LINE CROSS, THE RECLAIMED -:JNE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVF: SHALi_ EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET. 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 WATER. 18.A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES. * 19.DEVELOPER/ CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER DISTIRICT ENGINEER AND/OR lliE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH PRIOR TO ANY USE OF RECLAIMED WATER. 20,QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING: RECLAIMED WATER -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. HV1OOA-RL-NP OR APPROVED EQUAL. 21.THE ANNUAL CROSS--CONNECTION INSPECTION SHALL BE DONE BY EITHER CARLSBAD M\JNfCIPAL WATER DISTRICT AND/ OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TI,. COPIES OF IN SPEC ilON REPORTS WILL 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/ SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS 'MTHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/ CROSS-CONNECTION PROTECTION, AND THE SPECIFIC REQUIREMENTS OF A RECLAIMED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH SERVICES AND CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF (MERGENCY CONTACT MATT ESKAN • (714) 59B-D1DD OR AFTER HOURS CONTACT MATT ESKA.N O (714) 598-0100 * ITEMS NO'S 8, 19, & 23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECLAIMED WATER. ITEM NO. 22 THE SIGNAGE PLAN SHAUL BE PART OF THIS 1.P. BUT THE ACTUAL SIGNS & TAGS WILL BE INSTALLED J.~ PRIOR TO ACTUAL USE OF R.C. WATER. 24.SHOW ALL PUBLIC & PRIVATE POTABLE WATER MAINS ON IMPROVEMENT PLANS. 25.ON RECLAIMED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 4049.54 OF THE CALIFORNIA HEAL TH AND SAFETY CODE. -~.----------, •Ml'IIHG -r0 ANFD WAlER Po NOT DRINII: r BLACK LOGO -PURPLE BACKGROUND 313" -1" BLACK LEffiRS -----+--+--frN,7',c:;;, •-• ... ..__ WAffll 1/ ~ FIECL;,:•E; WAT'R ;:.~ ~ '<)Ii__.,) ·-pi~ \ •--• 1MPURA (SIZE) 12,. X 36,. Lf' BLACK LETTERS\_ NO TOMAA .060 ABS PLASTIC OR STICK-ON 2" BLACK LETTERS ~ 18" X 18" SIZE VINYL SIGNS ALSO .016 ALUMINUM .016 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS TYPICAL SIGNS POINSEITIA SHORES AREA A-3 •• / RECIAIMED WATER SYSTEM (PRNATE) ' ,, / "/ / / " / / /'" / / 1/ . /// ' // 1/' SIGNAGE NOTES THE FOLLOWING GUIDELINl::S F"OR THE USE OF RECLAIMED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER THEY ARE EASILY VISIBLE. PLACE ON 8-1/2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND Willi BLACK LETTERING. I.GUIDELINES FOR RECLAIMED WATER USE 1.IRRIGATE BETWEEN THE HOURS OF 10:00 P.M. AND 5:00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E., EMPLO'r1NG THE REPEA.T FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). 3.ADJUST SPRAY HEADS TO ELIMINATE OVER SPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE. POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. 4.MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULD BE REPAIRED AS SOON AS lliEY BECOME APPARENT. WHERE 5.EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESFNCE nF RECLAIMED WATER. 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 lliE HIGH TURNOVER RATE OF EMPLOYEES IN THE 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. 6.0BTAIN PRIOR APPROVAL OF ALL PROPOSED Cl,ANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMlffiD TO. AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7.ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A.TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X 4", PURPLE IN COLOR WITH THE WORDS "WARNING RECLAIMED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND " AVISO -AGUA IMPURA -NO TOMAR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISE OR APPROVED EQUAL. 19.0NE TAG SHALL BE ATTACHED TO EACH VALVE AS ; FOLLOWS: , / . 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE WRAP OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE WRAP OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. l:!.ALL SPRINKLER HEADS SHALL. BE IDENTIFIED AS RECLAIMED WATER SPRINKLER HEADS. II.EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SICN BEARING THE WORDS "RECLAIMED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1" HICH ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. BENCHMARK: 1'1 .. -•r_J" •' r •:-~ ,, ,, ,, , ,,, /</ / . , ' . .1r.--· 11-< .mr·;C~~' ;~ '\Ip-'~~~ ) SITE ·\ I>(\ I(_ I \ CITY Cf" VISTA ~"-'l"'t':"'-'•;.,"'\,~-lNDR□SE CTR, , \ ~.-__. .--,-,.,;,;•·-·;-:-:·:--·:·c,·.-,•.•·.-·.-•-·':1,:,·-:,:,:·:,:•·:,;:,,:-,;·1,,:-:-:·'':·:·:·~''':1•. COSTA CITY OF' ENCIN!l AS ' -.........__JJ-i... VICINITY MAPS DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. i UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE SAN DIECO DEPARTMENT OF ENVIRONMENTAL HEAL TH IS CONFlNED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LANDSCAPE ARCHITECT OF WORK. OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN. FIRE PROTECTION PLAN. AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. BY: RONALD S. TESHIMA DATE: 01 /03/97 PREPARER ..,.,_.....-, ... . • -::c--- . ---r--~ _,.,,,~/ --J DESCRIPTION: STANDARD DISC SET FLUSH IN EAST CORNER ON N~RTH ABUTMENT OF EAST BRIDG[ LOCATION: APPROX. 300 °EET SOUH-OF SOUTH ENTRY PHONE NO'S 619/ 693-8824 ,._ """ aa_ REGISTRATION NO'S CA UC. LANDSCAPE ARCHITECT #1456 EXPIRATION DATE: m•;;:;,O •:io TO CARLSBAD STATE PARK 40 FEET EAST OF CENTERLINE OF NORTH BOUND CARLSBAD BLVD. ON PONlO SIR[[! BRI0G[ NO A181l7 RECORD FROM: NURTe COUNJY VFRTICAL CONTROi DArn BOOK, PAGl. IV, NO OC 0147 01,1; · ELEV-'llON: 50 S,8 DATUM: M :, I TESHJMA DmIGN GROUP CA!;?LSBAD MUNICIPAL \ilATER DISTRICT ./4/42'/ ... ~ £.P:-1,, .... __ l.'ILUA"1 E. PLUMMER, DISTRICT ENGn1EER /-r.t-98 DATE LEGEND O WATER METER I P.0.C. ~ BACKFLOW PREVENTER M GATE VALVE --RECLAIMED WATER'IRR. MAIN LINE -W--POTABLE WATER MAIN LINE @--SEWER LINE I P.O.C. -~Ill-Ill-RECLAIMED WATER MAIN LINE • "DO NOT DRINK" SIGNS ~· AREA_S OF RECLAIMED WATER USE ~ ~'S (!)f°'" fbl~e(....e WA~ too F H, f'I~ ~ SHEET INDEX TITLE SHEET -----.... 1 IRRIGATION PLAN ____ a,_•(,,, PLANTING PLAN ----7• f1 IRRIGATION DETAILS ----f~ LANDSCAPE DETAILS----Jt_ IRRIGATION SPECIFICATIONS--15 PLANTING SPECIFICATIONS __ , 14 •1!:, INSPECTION PROCEDURES 1.CITY CONSTRUCTION INSPECTION SHALL INCLUDE: A.LOCATION OF PIPE LINES. B. ffiENCH DEPTH. C.REQUIRED SEPARATION (HORIZONTALLY AND VERTlCALL Y). D.PIPE IDENTIFICATION. (P.O.C.'S) POINTS OF CONNECTIONS. E.LOCATION AND IDENTIFICATION OF SPRINKi .. -~R HEADS. F.WARNING SIGNS OF THE SITE AND ON TH' TRUCKS HAULIMC RECLAIMED WATER IS BEING USlc:D FOR CONSTRUCTION). ,- AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL 8[ OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO TIH[ COUNTY ~~ <.':Ip ~Vll"'<'.:N~t--n"i.-~ fl':.lc>i<-TO Mt'W-1~{1Ctl ..,.~t. 2.DISTRICT FINAL INSPECTION SHALL INCLUDE: A.COVERAGE TEST, AFTER COMPLETION OF THE SPRiNi<LER "YSTtM, JO DETERMINE THE ADEQUACY OF COVERAGE Oti THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECLAIMC:D WATER. 8. WARNING SIGNS AND LABELS. C.OUICK COUPLING VALVES. D.ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING ',,':NDBLOWN SPRAY, RUNOFF AND PONDING. E.REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. F.REQUIRED PROTECTION OF WELLS, STREAMS, HESERVOIRS, ETC. G. CROSS-CONNECTION. 3.ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PART A, PART B AND PART G OF THE DISTRICTS FINAL INSPECTION. NOTE: PRIVATE 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 PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. REVISIONS MUST BE APPROVED BY PUBUC HEAL TH ENGINEER, ASSISTANT PLANNING DIRECTOR g. DISTRICT ENGINEER. PRIOR TO IMPLEMENTATION IN FIELD. ~------------------,------., "AS-BUILT " REVIEWED BY: POINSETTIA SHORES ~ A-:!> CAR•••IIAD CALIFORNIA DATE lANDSCAffl ARCHIIBCTUIIB lAND PIANNJNO i-:.:R::::.C:::.E:::..-__:2:.:8:.:.17:....:6:....__ _____________ +---+--+-----------·------+----11----+--i-----1 91m .IUIINB'JSPAAI: AVI!.. sur:m C SAN DIBOO, CA 92l3I 11!U!l'HON8' (619) li'D-IIIU FAX• (619) fi'n-1112 F'"OJEG T NO. SAN DIEGO C[lJNTY DEPT. IJF ENVIRONMENTAL HEALTH .. I z.(f)<;::Q APPROVED BY, DWN BY: __ _ CHKD BY; __ _ RVWD BY: C,\JDBS\921016\0UT\ TESHIMA\ TESHl f • I ' ' ) .. ,, I ·~,-. ., f' J / I ,. /, i i.,.! 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' CF= 61.J ----, EB FF=62.5 PA0=62.0 ~) FF=60.5 PA0=60.0 .. ,, _ _r;;:.> ffi FF=6JO PAD=625 EB fF=6f.1 PAD=60.6 .:-y::e ~ 4 ~ ~ FF=64.J PA0--63.8 '"'''"'"·""""""' ' ~ Q'v fF=6J.5 PA0=6JO EB FF=6f.6 PA0=6!.1 /\i.'/\ I , H• "" ' ;r.; / J····-···-- \ '·1·; I . .I ~P'b ... j -,-, ~,,--.::::: I 1~ - >:i ~ ' ...,..+"""''--t--+ r,-e; ~ . '1.J . ·-4'· . . ~~ ~ ;-\ A , ..._., .... ' ' I ~,,, eoy., - • A. Lil~ O' 5' 20' 10' 40' SCALE: 1" ~ 20' ,j ._.,,... ,.-,/· ,;"c' --· --· :...,,a,,n Ill '.// '. .·,/ ·.· ~'SC>; . 111 .;•I ·. · U ~,//' I/ i4 , ' / -•. 1 l , -'. ,. // / .. / A<~/ Afi;t i:f;;t#~" ·it.~. ni_ ;:,;.~~~fM~ lr ,;,,,,,-·.w,; . 'V'"' ;i. : -~ -~ :. .1."' 1 ;- \ l;:·.~.···~~·1. ~11'.~(!11i .. 1l,t¾;gf ,~. $~.,\~~~-:. '~~-'1;~~1\-'.' "J,~l!~l;d ,-4.YdJli, ·p· '~-'."' J{ , ... ' & ...-;_-f".J,...:-'--.-~ . :.;:,;,·,"'-3:,.;~w;.-' .....-~ ·. ,-J' • ... ~--.--::a---j • ,.j ,. , -, ••.. · ' ' N--~JL;i; : : ~ · . NOTE: SEE SHEET 5 FOR IRRIGATION LEGEND AND NOTES. .. -~·,., ' .APPROVED FDR PLANTING TESHIMA DESIGN GROUP AND IRRIGATION ONLY. Landscape Architecture INCLUDING PRECISE Land Planning 9903 Busincsspark Ave., Suite C LOCATION OF PLANTING BURTr W CT. 1: 1 \ .,...., -,f-'i,...l.\ ~4-.+-,-,---~-:-:-:-::----:' ~~ ----···r-·-------------~--MATC/1 Z.INt:= ,SAE ~ 2, ~ i ,eo!...'f., San Diego, CA 92131 -,, ,vw~V'4.w Ph. (619)693-8824 AREAS. \ -I ·. .--,' Fax (619)693-1182 ! SEE SHEET BASE SHEET PREPARED BY: 7220 Mtni,;IQ Enc,no~ $1,1ite, ;204 Corl:i1bod, CQlilornio 92009 619-931-7700 Fa.::619~·9.:31-8680 Civil Er'l9inorin9 Planning Prn..:essing Surveying "AS-BUILT " r,/16/IJ() t,-JIC)~Qd DATE REVIEWED BY: L.:et~c.¥:, INSPECTOR BENCHMARK: DESCRIPTION STANDARD DISC SIT FLUSH IN EAST CORNER ON NORTH ABUTMENT OF EAST BRIDGE LOCATION: APPROX. 300 FEIT SOUTH OF SOUTH ENTRY TO CARLSBAD STATE PARK 40 FEET EAST OF CENTER LI NE OF NORTH BOUND CARLSBAD BLVD. ON PONTO STREET BRIDGE NO.A78B2 RECORD FROM· NORTH COUNTY VERTICAL CONTROL DATA BOOK, PAGE 1 JS NO. DC 0147 ELEVATION: 50.558 M.S.L. -....___... .... ' . . ,. as = n, • •' ~ .,...,-I t '"',:t7 'ft) Go I "1 /4-/'1'1' C,.PJ .. ' ,~ . . 1 ,y,-u,, I\ II• l~-~nn : /:f/A. It/Or CJ.~. .,.,,..,-,..,., ~(-. •• I 1 '1 IAi::1'6 ~.;ri n.11. A JJI&", y,,JJII...J I,\ DATE INITIAL DATE INITIAL ENGINEER Qt WORk REVISION DESCRIPTION OTHER APPROVAL F"1\JDBS\96l019\9619CL04 ?-14-'H 2'14;45 pri x,.1,, 9619Cl, ?IJTL, CGRa, CMAP, Cl'R, (IJTL, CTP2 PSD, 96l9CL I S~ET I .. CARLSBAD ~ CITY OF JU,&;. '1fJ J1'J P LAN i'.11 t--J G-DEPARTMENT ~ 11J,J;; •'fl>\ IAI. 1~(1,/ Pl.ANS FON: . l•C.•7f'J /,rl --POINSEll/A SHORES ,..z,z . .a,. t:,/;.f";> AREA A-J C.T. ~-06 : APPROVED .. ~ s-',/-zfl 7Z -- ~IST,...._NT "'i.-A~iNll'G Plf.B::,.1q,... DATE DWN BY: PF:OJECT NO. OF·AWING NO. DATE INITIA_ CHKO BY:~-94-06 ,-;7;.4-L CITY APPROVAi. R.VWD BY C. T. C.M. W. t:,. 9S-50] / / / ' ! / / SEE SHEET ' ' ' ' i I ' ' ' i i i / / ; ! ; ' ' ' / / ;;/: I ,,,,,-,,.~ .... J :)?.i.·,.:)·· .. · / .. ·· . .. •··· / .. ···~· -""""' . ,,··· ./, , .. , ..... ,·····'·•' ,,..,.. / ~ ,,• ,··· ' .,•"' ' ,,, _ _ .... ··, .. ' ' . , .... ,· / .... •·· ,•·<·.:j.,,• I I H •• • I i . _,,,' ' BASE SHEET PF!EP AF!ED BY: "AS-BUILT " Rf:Vll':W 0 D BY: 6·/i·«> .-ao-• DATE \ \ I-IN'e SE£ SHEET BENCHMARK: (Io \JD FF=64.4 PA0=6J.9 DESCRIPTION: STANDARD DISC SET FLUSH IN EAST CORNER ON NORTH ABUTMENT OF EAST BRIDGE LOCATION: APPROX, 300 FEET SOUTH OF SOVTH ENTRY TO CARLSBAD STATE PARK 40 FEET EAST OF CENTERLINE OF NORTH BOUND CARLSBAD BLVD. ON PONTO S"TREET BRIDGE NO.A78B2 7;;'20 Avenida E'ncino!I Suitt1 204 Carl~bod, Coliforriio 92009 619-931-7700 F'ax:619-931 -8680 Civil E'.ngine@rin9 Planning Proce:'l~ing Survey1/"\9 L,, f:,\ t\ $ u, •'2:2. · Ot:J RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA BOOK, PAGE 135 NO. QC 0147 INSPECTOR DATE ELEVATION· 50.558 11.S.L. . --·-------·----·------· .. ,._ .... _______ _ \ ' ' ' ,,_.,Its;~ A:~ s nA .,, \\ .. , I \ . I '\' ! ' I\\ ,\ I . \ \, 11 \: i \ .i?1" I ~\, { / / / \ ,, .,·:~·---::\; ("\! ·/ ! ;·> ;';() ,( ' ... \ \\ \ \, ' ' ; ' ' \ \\ ' ' ' ~' / ' ' . ' ' ' \ ' ' ' ' NOTE: O' 5' 20' ---10' 40' SCALE: 1" = 20' ~ SEE SHEET 5 FOR IRRIGATION LEGEND AND NOTES. TESHIMA DESIGN GROUP Landscape Architecture Land Planning 9903 Businesspark Ave., Suite C San Diego, CA 92131 Ph. (619)693-8824 Fax (619)693-1182 APPROVED FDR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE LOCATION OF PLANTING AREAS. ~=pq~~~~========jj"JJBU'f~~Et=]ejW CIJX~9! £t~~J3AD /N(J~ Pl.ANS FOR: POINSETTIA SHORES AREA A-3 r~;;,-+-,:-:,;:-~t-'"'..._ _______________ -+---+---+----+--~-DWI, BY ---PROJECT NO. DRAWING NO. DATE INITIAL ,_o_A_TE_~IN_IT_IA_L -+--O_AT_E~_I_Nt_J1A_L__, CHKD BY: __ _ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: C. T. 94-06 ~r;,7 ~ 4L F,\JOBS\96!0!9\96!9C:LO:j 7-14-9·7 2:40,40 pri Xrels: 9519CL, CGRO, CMAP, CSTR, CUTL, 71.111.., CTP2 PSO: 9619Cl . . . / / / / ' / / / / / / / / / / ; / / I I / I S££ SHEET [ fv\MtJL,..1~ / I I •,. - EB FF=6J.1 PAD=62.6 / ~ :. '•, ·•. . •, ·-®··· ... _ .. i I ... I .. \ \ \ \ I \ .,, ... .,,- . ,, .. _, .,. ' FF,.,625 PAD=620 \ \ \ \ • • " . . . " . ''. -. F o· s· p- i ' e 20' 1 O' SCALE: 1" = 20' IRRIGATION CALCULATIONS H.G.L.(318 1·114" RCV A-3 32 GPM@ 60.4 ELEV. WATES F-. 1<1~1"-. a.er. ,;,e,_ 4 STATIC WATER PRESSURE " 120 PSI REGULATE TO 85 PSI DESIGN PRESSURE 30.0 LATERAL LINE 3.5 MAIN LINE (960) L.F. 16.5 RCV 5.86 1-1/2" BACKFLOW PREVENTER 13.0 1-1/2" PRESSURE REGULATOR 6.0 1-1/2" WATER METER 6.0 TOTAL PRESSURE REQUIRED 74.69 40' IRRIGATION NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9_ The lnigation plan Is drawn diagrammatically_ Locate all piping and equipment in planting areas where possible All lateral endruns shall be 1/2" diameter. size unless shown otherwise. CL315. All remote control valves shall be installed In valve boxes, one valve per box. Locate all remote control and quick coupling valves adjacent to walkS or curbs. it irrigation lin_es must be 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 sprinkler heads as needed to prevent erosion/run-off due to site topography • Install shrub heads adjacent to walk$, curbs or pavement on 6" pop·up risers; install all other shrub heads on shrub head risers 6" above grade· Install all lawn spray heads on 4" pop-up risers, ' Wiring to valves shall be sleeved separately from mainline pipe. sleeve si:i:e is 1-1/2" -2"- lnstall pop-ups within 1 O' of an pedestrian uses . Minimum wire PSI PSI PSI PSI PSI PSI PSI PSI 10. Locate mains out of R.O.W. or G.U.A,E. t-t:JJl!!'' ~L/IJMe:t:7 ~ W,[fle Ml>.'(~ ~I~ 'fl)~ Vf{fJ G:Ll,A,fc. IN~~ 1Zl t<.~ l'f"f" ~IV.tm:: L-bJB. (a1Y r~ 12' ~lt,.115 L..rA-WN) MANJFAC1UR8™00EL IRRIGATION LEGEND ~POON SKUI l'Of'-IJP SKUI l'Of'-uP SI-FllllPOP-u' SI-Fill! l'OP-u' SI-Fllll l'OP-uP WAlER t.tc,ER RAlllJS 10 • 12' 13 • 15' 20' 18' 4' X 30' GAUONS PER MNlJTES PSI F 112 30 2.19 1.09 30 3.6 1.65 30 1.2 0.80 30 4 2.00 30 1.5 0.75 114 0.50 0.85 1 .00 . :~ j. -1 ~ ! ""'-/---···=: _=_. =·--=-·-=·--·-=-~~~-=--=· --==-~ ... ~=--~-~--\ ---4-_ -1--1 ··--•• ,,Ji --\-"I~, EX.6lffi FEIJCO 025-Y Wi&JO VS PRES. RED, WILKENS' 500 SERIES RIP BACKFLOW PREVENTOR PAl:SSl.111: ft;(llA TOR AUTOMATIC CONTROl.l.ER Wini RAN SHUT OFF DEVK:E MASTER VAi-VE AEMOTECOl'ITROLVAl-1/r. QUICK COUPLER VAl-'IE BY OTI-iERS. SEE CIVL PLANS 1-112" BACKfLOW DEVICE INLNESIZE SEEPIAN / I ' I, I ', \ i ", .. / I --- CF= 51.2 / Q4\ .~ PA0=57.6 . / / / / / ' ' 17"1~/:. ~--,--~~:•·:·~.;;:;_~U,;:'l/f.J':=~-;;Bt:6-~~Et:;:::'/83~) 12_ ,1 --~ S££ SHEET BASE SHEET PREPARED BY: "AS-BUILT " -'~~et?, ~--PE EXP. DATE 7220 A11on1do Er\elM~ c,"il Enqm¢¢rin9 Svite :lD4 Planni'1g '?EV:EWEJ BY CorlsbOd. Colifornio 9200'3 Proi;¢jl~in9 e19-9J1-noo ~urve) ing ro11:619~931 -8680 .. INSPECTOR DATE '•--... ~ \ \ \ '··-~•1._,. CD--,, '--------------c=' __ \ (---+-::. Ll-lL-1\ -t-··-· I . lf!RITROi.l MC t SERll:S WC6 -"RAIN GUARO" #RG GRISIMJLD 2000 SERIES AAINBIRD. P.IB ·PASSERI!,$ NELSON 7645 WI KlcYS INSTAll-(1) PER CONTR. & PER MANUE RECOMM. INLNESIZE SIZE AS SHOWN 1" SIZE NQN.POTABlE, ACME THREAD ··, ' FF=605 PAD=600 ® FF=59.8 PAD=59.J \ ' ' BENCHMARK: f-----11.-,______-,. - ' ' \ ' 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 STREIT BRIDGE N0.A7882 RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA BOOK. PAGE 135 NO_ OC 0147 ELEVATION: 50.558 M.S.L. KNG BROG. LO-TORQ(,E BALL VALVE CARSON OR EQUAL WI PURPLE LID VALVE BOX DIRECT BURIAL (COLOR CODED) CONTROL WIRE 14 GAUGE INLi'IE SIZE -SEE SPECS SlcESPEC. \ :,r_ --PURPLELINECLASS3150RSCH.'40PVC MAINLINE(PVCPIPE) TO BE NST ALI.ED N SU:E'IES UNDER ANY HAR0sCAPE 1" • M/2" • SCH 40; 2"·2·112" • CLASS J15 ·-·········-···'" ...... ,,, ... ,." . OATC INITIAL \ \ ENGINEER OF WORK PURPLE LINECLASS200 PVC LATERAi-LiNE (PVC PIPE) SEE S(ECS/ ===-=-=-SCH.OOPVCSLEEVEATVEHICLEPAVNGW1ao·covE SIJ:EVE(PVCPIPE) ~.,jc, SU!t!I/I, W/M' SCH, 40 PVC SLEEVE AT ELSEWHERE C-0,/t!J/"-, ,§, ~1~ tll<-1~ . 2 X DIA OF PIPE 10 BE SLEEVED 2 X DIA OF PIPE TO BE SLEEVED 0 TORO-57\l -FB ·50. PC FLOOD BUBBLER $ CHAMPION #200-076 SERIES MANUAL ANGLE VALVE CHAMPION#16l!--075SERIES 11'\EMER ~"' ~ t~Yel' POfABLEWATI:fl • POTABLE WA TI:R PVC CL-200 LATERAi. LINE =r~~-WIW ~ (~ ~ ~ ~Ui< op-f"ln;;!' 1Z> Uee'/JIJST'AU... REVISION DESCRIPTION DATE TESHIMA DESIGN GROUP Landscape Architecture -Land Planning 9903 Businesspark Ave_, Suite C San Diego, CA 92131 Ph. (619)693-8824 Fax (619)693-1182 APPROVED FOR PLANTING AND IRRIGATION □NL Y, INCLUDING PRECISE LOCATION OF PLANTING AREAS. C.T. 9-1-06 INITIAL DWN 3Y: PROJECT NO. 'JRAWl'IG NO INITIAL DATE i------'---1----'----, CHKD BY: __ _ RVWD BY C. T. 94-06 !67-41,.. OTHER APPROVAL r,\JOBS\961,Jl<J\'JE.)9(~0~ 7~'.4 ·97 2:42·58 pl"'I Xr("f$: 961gCL,CGPO,C~AP,CSTR,CUTl,7UTL,t;TP2 PSD: 9619CL --------------,~-----·r··--•••"'-•'' I I I I, I I·,; ! ,,.,,,' : I \ . I \ \ . ' . . ,, \ ' i' 1 \ I i I I ,, '1 I I I /', C I I. ( I ' . ' I I !,( I \ . ' I\ I I I ·, \ I I I r) ----. \ "-... I ' \ \ ', . \ :-L \ " •',, \ c,, " \ ;/' \ 1 i / I / . .\\ · .. @' \ "-D \ ,Jf\ '• ' IASE SHEET PREl"AM:D IY: ' ' i ' ~·-~· .,., ... " -, - L----r--i\ 1'~---\~ ~ Q;/ \ \ "AS-BUILT " S • 14i' ·eO DATE (\8) I I -,.,.,., \, I \ ' ! ~ .. ,, \ _______. '· \ ...----:-,, \ \ I ' I I " ' r__:.~4 P£1c I I ' • ! ,' J i / \ (.'.'> r·•·i, ' I BENCHMARK: DESCRIPTION: LOCATION: STANDARD DISC SET nUSH 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 CARLSlWl 7220 A.onlda Encino• CMI tn,i•-~ BlVO. ON PONTO STREET BRIDGE NO.A78B2 Suite 204 Pion•in; REVIEWED BY: \: ' ,\ I \ \ \ \ \ \ s \ i ·-···-1-----~-.- ~ ' i ) ! ' I. I I I •,,., ~ ,, ~ j j ..... -- / I I I ,I . I / I Cl- 20' 10' SCALE: 1• = 20' NOTE: SEE SHEET 5 FOR IRRIGATION LEGEND AND NOTES. ; TESHIMA DESIGN GROUP Landscape Archltecture APPROVED FOR PLANTING AND IRRIGATION □NL Y, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE Land Planning 9903 Businesspark Ave., Suite C San Diego, CA 92131 Ph. (619)693-8824 Fax (619)693-1182 -+--=-::--+.c:--.::.-=::t--;'7:...-1 !RRl®Jt1.I PUNS f'Oli: POINS£m,4 SHORES AREA A-J C.T. H-tJ6 INrTIAl DATE INrTIAl OWN BY: __ _ PROJECT NO. DRAWING NO, CHKD BY:-~~ 1 C••-· ca1no,nio 92009 P,ooooolOQ L , °'l ,. ¢-/ . ,? ,'J • C:O RECORD FROM: NORTH COUNTY VERTICAL. CONTROL DATA DATE INITIAL 01a-aa1-noo k-ln; .E·:1!v1 ',4 -""".t-BOOK, PAGE 135 NO. oc 0147 (N(;iNEER or WORK l __________________________________________ _::;:;:;F;ox;:6;t9;-;93;,-;e;81'1Q:;:;:;:;:;:;:;:;~;'N;S:P;E:C:TO=R===:;:;:;:;;====~DA~T~E~=::.--:ELEV:'A:Tl0:N:~_;50:;:·S:~:.:M:.S:.L:.. __________ 1~~~~~~~5~~~~~=-::::---------------------~~-----~;:-;::;~U;-~;:j~;;-~ r,,JCns,961019\9619CL07 a-1a-<J1 e,~1,1~ po, ,. C,M.W.D. 0&-~1 ,.,_., Nt11Ct.CQ!O.CM/IP,CSTII.CIJIL.7Ull.C11'2 PSO: 96111Cl.07 ',_ @) : REVISION DESCRIPTION CITr N'PRO\I~ RVWD BY: C.T. 94-06 ¥7-41... I '• '""'""w= ~!c.• ..,,_-~• ---.. -··--- / / / / /, I / i di'\ ~ IFF=58.1 _/ PA/J:57.6 "\ \ ' ~ ' fF=57.6 PA0=57.I, \ \ \ ' LJ8\ \1D fF::56.9 PA0=56.J \ \ I . I I ' ' {. ):", ... \.:, \ ' ' ' I r I I I ,., .... ~·· '-,,, . ' \ ' . . \ ' \ (~9) FF=S9.8 PA0-=59.J \ SE£ \ .. ~ \ \ \ SHEET !\ ' ' I I \ \ • ' i }_ • : ··1 ' • \ . \ I • i . .. ! • l I . i\ I ! i """""""i ' i .. \ \ ' LJo\ ~'\, FF=59..J \ PA0=58.B \ \ (ru ~ FF=58.8 PA0=58.J -~-~\ ) NOTES: I I ! \ I -· I I -I --j. ' I --r ""' \ I ---------- ALL STREET TREES SHALL BE IFll'IIGATEO TEMPORARILY WITH THE WAT TRUCKS UNTIL FRONT YARDS LANDSCAPE & IRRIGATION ARE INSTALLED. BASE SHEET l"ftEPAF!ED BY: c~/~✓-, • s P.E. 7220 Avenid(l En~inQ;i Civil F.n9iri(ll\tfing S1,1it1;1 :204 PIOMing REVIEWED Cort~bo<I. Collfornia 91009 Pr0Ce$!;iiri9 619~931 -~ 7700 Surveying ri;llc619-9J1 -8680 INSPECTOR •• \ ... I I . I \ . Li. \ \ "AS-BUILT EXP BY: ,. \ \ \ DATE DATE \ \ \ . \ EB . I I ! \ \ \ \ \ \ \ FF=61./ PA0=6a6 EB FF•6f.6 PA0=6f.1 \ \ I ' l I • I i ; \ I i . \ \ ' \ \ \ \ \ 'j\·. -I \.•· \ @ FF=6aJ PA0=59.B EB FF=59.B PAIJ::1159..J BENCHMARK: \ I_ ' ' \ \ i \ . \1 I I I I ! i \ \ \ \ I \ I \ DESCRIPTION STANDARD DISC SIT FLUSH IN EAST CORNER ON NORTH ABUTMENT OF EAST BRIDGE LOCATION: APPROX. 300 FEIT SOUTH or SOUTH ENTRY TO CARLSBAD STATE PARK 40 FEIT EAST OF CENTERLINE OF NORTH BOUND CARLSBAD BLVD. ON PONTO STREET BRIDGE NO A7882 RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA BOOK, PAGE 135 NO. DC 0147 ELEVATION 50.556 M.S.L. I I I (y'i I I -- /1\ DATE INITIAL ENGINEER OF WORK 11.L ,, \ . . \ \ \_\\ \ \ 1 . \ ! ! \ l I , i I \ \ \ \ I I \ I\ I \ \ I I \ \ \ I \ \ 1 '\ ' I \ \ I i I I . I •, .. ·: · . .'75·; .. ·::: ot<!Alt--1,-.ce Ei'€,.eMal-r . ,._,. . REVISION DESCRIPTION F1\JOBS:\96101"\9619CLOJ '/-14-91 J.43;20 p1-i Xrefs. ,;it519CL. CGRO, C:~AP. C:STR, CUTI, PLtN, CtP2 PSD: 96EICL \ \ \ \ \ \ I \ ' \ I 10' 40' SCALI,: 1" = 20' \ \ \ . \ \ \ ' " / , ,• . -· I I . , , . . ' ~~7 ~~--. " 1 ' < • l ,·. ,.,,~,~~,-}/ / ,.,. 1n~.,,..,cTI-"'. r I I _;., . I 1 . TESHIMA DESIGN GROUP • Landscape An:hitecture APPROVED FOR PLANTING AND IRRIGATION □NL Y . INCLUDING PRECISE LOCATION OF PLANTING AREAS. Land Planning 9903 Businesspark Ave., Suite C San Diego, CA 92131 Ph.(619)693-8824 Fax (619)693, 1182 w CITY OF CARLSBAD I ST&ETS I . PL.ANNING-DEPARTMENT LANIJSCAPf PLANS FOR: POINSlll/A SHORES . AREA A-J c,r. !H-06 APPROVED ~v ~tf-tr -ASS)STA'-JT FL.ANNING O IREC.1CI R DATE DWN SY: PROJECT NO. DRAWINC NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: C.T. 94-06 ~57-4L I I I i'' ·-... j, ', I ' ( ,,.,_ f·· ..... "''. ! \ \ / I i f / j I CF.,, 57.2 / OOj R / r'F=58.1 PA0=57.6 / / / / i I ii I I I I I I I I -< I I I I I I I I (2!) FF=6.J. f PA0=62.6 / / LINE / / ' I ' \ I I I ! I \ \ //W") [/~ , FF=61.0 _i PA0=6a5 ' / (~ FF=60.5 PA0=6aO 69 FF=59.8 PA0::59.J QQ'\ Q[7 fF,:59.J PAD=58.8 \ \ ' 1 © 3 l fF"f625 PA0=620 \ ' \ ' \ \ \/..---4-, \ 1:.:: \ .. ,.-;·-... '!'...,, .• ,. r""'' :,,.:,-,·· \ \ \ \ \ ' . . I I .. H • I I ., I I . I , " f'1 . I I I . I I I i I i I I I , H : I ~ I ' ,,-, !) 1- -"'') .,. •... ,./ " " ' h. ® ,, \ \ ----t- i \ • \ \ I I LiD ~ fF=6.J.2 PA0=62.7 • (~;:;J "'"" .... ,. ' • .. , .. /'J. "m"""" • • ~i.--"1 I i I ·····t" + E9 FF=62.5 PAfJs620 @ FF==-6a5 PAD=6ao ~-\ I ., ,_j":... -:..;;:> [JD QD FF .. 5.1,9 PA0=6.J.J ffi FF=6.J.O PA0.,,62.5 E9 ffz:6/.1 PA0=60.6 :, Lill Q[7 FF=6'-J PA~6.J.8 ,;., __ , ~- ~ FF=6.J.5 PA0=6.J.O EB FF=61.6 PA0=6f.1 I I I i ' kt· I :\ I, (/ ,. t, n/),}--. (,- ~ /, .. /' l, •· l ' ..... : . . : . ' .. '·'\ ·-..... .-,' .. ' .. ' . -. . . ' ' . . - ■ •• ·/ t 5' 20' 10' 40' SCALE: 1" = 20' NOTES: AU. STREET TREES SHALL BE IRRIGATED · TRUCKS UNTIL FRONT YARDS LANDSCAPE &~ERMRt>IGOARTAIORILY WITH THE WATER N ARE INSTALLED, ~/ :-,:£~~ , ,'/J/ , ,~1/ /• I / _.,,yl;;;.:' d'h' .-t';t/ NOTE: , SEE SHEET 10 FOR PLANTING LEGEND AND NOTES. ora-1-u,l,l'a,B ~~ ~ ~l!<'=l> tuT of' R,o,uJ, oF. a..U.A,E. TESHIMA DESIGN GROUP Landscape Architec= Land Planning APPROVED FOR PLANTING AND IRRIGA TIDN □NL Y. INCLUDING PRECISE I,.· " BURTON CT. II :.'i (+· .-"""'""-+---+-i-----M.-!A_,re,/l_. __ .,."t.-_.11 ___ we-'1".see~~~=;;:;:'.'.'"'.1::;-'"· ....... -..,----~--~~~.If"···-+-.............. 9903 Businesspark Ave,, Suite C San Diego, CA 92131 Ph. (619)693-8824 Fax (619)693,1182 L □CA TI□N OF PLANTING AREAS. SEE SHEET BASE SHEET PREPARED BY: 0"~✓ CONSULT NTS ,~.,-.. -~~--.. -~----~-.,·-~,~-F ,_ 722'0 Avoni~o Encinos Civil En~ineuin~ S.uite 204 Planning REVIEWED Corl,bod, Coliforni□ 92009 Prcces:!iin~ 619~-9.'.51•-•7700 Sul'veyir'lg r□:><:6I9-931-sseo INSPECTOR "AS-BUILT ,, EXP. DATE BY: DATE BENCHMARK: 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 BLVO. ON PONTO STREET BRIDGE NOA78B2 RECORD FROM· NORTH COUNl'I' VERTICAL CONTROL DATA BOOK, PAGE 135 NO. OC 0147 ELEVATION: 50.558 IA.S.L. /1\ .. DATE INITIAi.. ENGINEER OF WORK REVISION DESCRIPTION f",\JDBS\961019\9619CL04 7-14-'1/ 2,14,45 01"'1 lfrth· %Fl\. 71.111 f:f:Rfl. n.AAP. ('"",TR l'!T\ fTP? P~[l %'19tl ' I sgn1 CITY OF ~ CARIBBAD PL-ANt~ 11--1& DEPARTMENT ? --LANDSCAPC PLANS FOR: POINS£mA SHOH£S AH£A A-J C.T. !H-oti APPROVED # ~-~ 34-~f' //7. .. A'2-BISTANT PLANNING DIRECT9'<-------DTE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INfTIA_ CHKD BY: OTHER APPROVAL CITY APPROVAi. RVWD BY: C.T. 94-06 ~-41.. C.M.W.b. 08-601 / I . " -~ ' PIKJPOS[/) WAll l I ---S(Jll{)MS/0/,' 80/Jll[W/t' PfR l,,4N[JSC#'[ PWIS --'--J r ~ /IOO!l7f:/J SIJ//SI! D-15 TYP[ 'B' /JRA/NACE OITCII- SIDEW.!!.K [XISTING AVfNIOA £NClll<S ~N:-7-('11::=-, £X!S17t/C flf7Af.1//lf.'J Hi(!./ Pf/I SOflSli (-6, TO 8' CO/✓STff/lC/[I) 1/N!)HI st'P#.A/1: PE/11,//T SfCTZON · SPillJ-0. /j<S/1/ (!IV.Tl N.0.$ 122 ,r, ,r All4PTrR ll'TTH ,r, ,2· cR11r (NOS 1.?ll) X [()IHilJ_<!.1 lt'.o[h1 SH-:ittiu ON fLll\'5 4• f'[///'ORAT[I) PVC Pff'[ P[R SO!,S R,7'0/f/- 11/N 0.5:: (Al.I TO .'/'PROV[!) 0///lfl !{(//[: NOTW'SCALI NOISE BARRIER WALL SHALL CONFORM WITH EXISTING NOISEl,BARRI WALL ON PROJECT AND BE CONSISTEN·T WIT APPROVED MASTER PLAN C/Jl//1 ,1; GIITTER ---- M,l(1Ctl S££ SH££T I \ \ ' \ \ \ \ \ <:..l,k!T/0 . I I .. H ' I t• . . NOTES: ALL STREET TREES SHALL BE lf'IFIIOATED TEMPOFIAFIIL Y WITH THE WATER TRUCKS UNTIL FRONT YARDS LANDSCAPE & IRRIGATION ARE INSTALLED. BASE SHE:ET PFl£1'ARED SY: "AS-BUILT " C~~TS PE. EXP. 7.,20 Avenldo E"ndri<.'.li!i. Civil EngiM~rin9 Si.Jile 204 Pl,;:mning Corlsb1;1d, Colilornio 9-:00\il Pro-:;:-,!l:11in9 REVIEWED BY; 519~9J1•~7700 Surveying Fo:,;:619-931-8680 INSPECTOR -- .. ,_,,, .. -· --' _____ ,,,_, __ DATE DATE 1447Clf S££ SH££T BENCHMARK: ~ \]BJ / ffa6,/., 4 PA0=63.9 / / ,./,,. !/•'' ,, / DESCRIPTION: STANDARD DISC SET FLUSH IN EAST CORNER ON NORTH ABUTMENT OF EAST BRIDGE LOCATION· APi>ROX. 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. / / ,, / / ,, ' . 11\ --·-DATE INITIAl ENGINEER OF WOR~ REVISION DESCRIPTION r'1\JO:S$\9610I~\":)6I~CL05 7-14-9'7 i=:<10·40 pr, )(r!;'!r!;: 9619Cl. CCR9. (J.1AP, CSTR. CUTl, 7Ull. CTP2 P5D: 9619Cl O' 5' ... 1 a· ..J.O' 40' SCALI,: 1" = 20' TESHIMA DESIGN GROUP Landscape Architecture Land Planning 9903 Businesq,ark Ave., Suite C San Diego, CA 92131 Ph. (619)693-8824 Fax (619)693-1182 DATE INITIAL DAT< INITIAi.. OTHER APPROVAL CITY APPROVAL APPROVED FOR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE LDCA TION OF PLANTING AREAS. I S~ET I CITY OF CARLSBAD PLANNING. DEPARTMENT LANDSCAPE PLANS f'OH: PO/NS£mA SHORES AREA A7"J IS~TSI c.r. !H-(16 APPROVED ~ ;:'} ,fl /L1/. s-¥-fl' 'A "l'\J~TAM"T PLANl'JING DI R.eeml'L DATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY: RVWD PY: C.T. 9.,-06 :!67~4L C,M.W:D. '='S-501 / / APPROVED FDR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. I I ! (;F ... 512 BASE SHEET PREPAPIED BY: / / / C~~T / / ·' s 7n.O A11enida Encina'!'; Civil F.m;iinl;!.!;lrinq Suite 204 i='lonlii'l~ Carlsb□d, Collfornia 92009 PrQo::ess1ng e19-931~noo Surveyir'l9 f',:nc:619-931-8680 •' / / / .. ,, I ', •, ,, / / / SEE SHEET / I I "'/'""·~ .. ~ ff._ =52. 5 iPAIJ=IJ2.0 / / / . "AS-BUILT --- P.E. EXP. REVIEWED BY: INSPECTOR / / I I / / " " 62) fF=6J.1 PAIJ=62.6 ' I ' ' I . i ' \ I \ \ \ \ . I ' I I \ ' \ \ l \ .:v0- l I I i ' \ , "' (\, '-:: / 3 '"'~ .. , \ 's.'t''---.1 / ,,,,, ,;;;: \ ... \ /i ,,FJ;!Jf 5 \\' '•t-,-,:~,,-,,-,~ ! / \ ..... ~\-=1:'.'""""·/·_· -------r"\L--lr--T-1""-J',,,,, ~ 11 r•,,, .~ 11 I I I DATE \ c.__,"""\1.--~_r----7~ \ TESHIMA DESIGN GROUP Landscape Architecture Land Planning 9903 Businesspark Ave., Suite C San Diego, CA 92131 Ph. (619)693-8824 Faic (619)693-1182 BENCHMARK: DESCRIPTION: STANDARD DISC SET FLUSH IN EAST CORNER ON NORTH ABUTMENT OF EAST BRIDGE LOCATION: APPROX. 300 FEET SOUTH OF SOl/11-i ENTRY TO CARLSBAD STATE PARK 40 FEET EAST OF CENTERLINE OF NORTH BOUND CARLSBAD BLVD. ON PONTO STREET BRIDGE NO.A78B2 I ',. '··t- ··-t f. I\ ' ' !\ DATE INITIAL ~--·" /,\ ,· • 0 Q:S1> 0 • 0 ~ 0 * .0 . PLANTING NOTES: SEE LANDSCAPE MANUAL SECTION IVE. E.3•1 E.3·1.1A.B,C,O 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 INSTALL 3" MULCH IN ALL NON TURF PLANTING AREAS LESS STEEP THAN 3:1 •SEE SHEET lh t,lO"Tl,:i-: 1'R-eES w / 1..i Ei I tr ~re~ TCl ~ ~cxrr ~le~. 20' 1 o· PLANT UST BOTANICAL/COMMON NAME W~IN0TONIA ~A 'ME,XI~ l"l\t-1 fi'\!.,M" JACARANDAMIMOSIFOLIA 'JACARANDA" JACARANDA MIMOSIFOLIA 'JACARANDA" METROSIDEROS EXCEi.SUS "NEW AEALAND CHRISTMAS TREE' MAGNOLIA GRANDIFLORA 'ST. MARY SOUTHERN MAGNOLIA' GEIJEAA PARVIFOLIA "AUSTRALIAN WILLOW' . ' 'J '/. ACACIA I REtl'.)t..ENe, .PROSTRATE ACACIA" HEMEROCALLIS HYBRID DAYLILY ESCALLONIA FRADESI "PINK PRINCESS' Cl:ANOlHUS GRISEUS 1-0RIZOOTAUS 'CARMEL CREEPER" LIMONIUM f'EREZII "SEA LAVENDER" . GREVILLEA NOEU.11 "GREVILLEA" RAPI-IIOLEPIS INDICA 'ROSEA' 'INDIA HAWTHORN" MELALEUCA N~ti,.A 'Pli'II'; MALAf-€lKt<," PHORMIUM TENAX "NEW ZEALAND FLAX" PHOTINA FRASERI 'RED LEAF PHOTINIA' TECOMARIA CAPENSIS 'CAPE HONEYSUCKLE' CISTUS PURPUREUS 'ORCHID ROCK ROSE" BIGNONIA CHEAEAE 'SCARLET TRUMPET VINE" l'at:,\ft-Jv'I U.W-," ~1-l-lAN'f " ~t4,/II..U!!4. FICUS REPENS "CREEPING FIG" TAACHELOSPERMUM JASMINOIDES 'STAR JASMINE' PELAROONIUM PEL TATUM "IVY GERANIUM' LANTANA MONTEVIOENSIS "TRAILING LANTANA" DELOSPERMA ALBA "WHITE ICEPLANT" GAZANIA MITSUWA YELLOW "TRAILING GAZAI\IIA" SODDED LAWN 'MARATHON 11' 40' QTY SIZE 18 12' B.T.H. 29 15 GAL. 13 24' BOX MULTI {.1,, . 15GAL. 11 15 GAL. 53 15GAL 31 15 GAL 46 1 GAL 77 1 GAL. 46 5 GAL 226 1 GAL. no 1 GAL. W> SGAL. 100 5 GAL 103 5GAL. 10 5 GAL. 82 5 GAL 78 5 GAL. 31 1 GAL 6 15 GAL. 114 & '"""'- 15 5GAL. 45 5 GAL. 4' POTS@ 12" O.C. FLATS 12' O.C. FLATS 12' O.C. FLATS 12" O.C. ~ 0 CITY OF CARLSBAD I s1~Ts I PLANNING . DEPARTMENT LANDSCAPE Pl.ANS FOH: POINSlmA SHORES AREA A-J C.T. H-lM APPROVED ~ !JI !±!£ '/'~ .. "ffilSTANi Fi ANN lf..Gt 011';. -DATE wl OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA BOOK, PAGE 135 NO. OC 0147 . ENGINEER OF WORK REVISiON DESCRIPTION OTHER APPROVAL CHKD BY: C. T. 9,f.-06 $7-4t... -RVWD BY: CITY APPROVAL DATE ELEVATION: 50.558 M.S.L. F:\.JOBS\96l0l9\9619CLQ€, 7-•14 ··97 2:42:'5a pM Xrefs. 9619CL.CGRD.CMAP,CSTR,CUl1 ·1UTVTP2 PSD; %19Cl • i '\ . ' \ I ( I, '· ' \ I \ I ' \ ', \ I I I \ \ · ,._ ,.c>,J 0l~~ \ 17l¢11 v"' · ·. ..· ... h: , .. I ' O ,'i/ I ,,, \ .. }( /,k : ', I' / . \ I \ \ I i I I l Ii, '.' / i ': ·,, ) ' ' I I ' I / I I i .; l / ' I I •• f I \ I • ' ' ' i I . \ \ I ·, ' ,, I, --·-- ----. BA!!E SHEET PM:PAltEO l!IY: c~~:?, s 7220 Avenlc:to Enc::lrv:i$ Civil En9in11nrlng Suite 204 Pl1;1nnino CQrl:1b(td, C"lifornia ~2009 Pr0t::ff1.li"9 519-931-· 7100 S1.1twyln9 ro<:619-931-5680 \ \ \ "AS-BUILT .. P.E. EXP. DATE .... REVIEWED BY: INSPECTOR DATE _N..,..-;; .. ,,..~:::-•·•·"'· - ' ' ' . .. ~· I ''·,. ',, ......__,, ,, I I / 20' 10' 40' SCALE: 1° • 20' I I ·· /. ' ~~ ',. A ,.---·· --12 \ I ·, .. '"s, '·, 1' • •, . .... ,._ ,, 3R /' "/4 \ \~ \ \ I <:.~ 1··-,,-, ··, I r,r--.;~ -...,....,n_J..d -f ,1-""1,---.. '; .. ·.•· . ' .. '"-.,,, .. ' I . I \ i /\ ' • ' NOTES: ALL STREET TREES SHALL TRUCKS UNTIL FRONT YARo:'Ll~~i°c~T,;ED & ~~~iGOAAAT RILY WITH THE WATER ION ARE INSTALLED. NOTE: SEE SHEET 10 FOR PLANTING LEGEND AND NOTES. ~ ~ aJT Cf" f',O,W, CR ,:;;,U.}'..f:, ,A'/. ' .,; . .,, .. '-'~ _,,.)'i?-' .. \ . 1.----r/ \ \ I ,, ' PJ),'c I i \ / ' I ! I .~ \ /~-- \ \ 's:l!:: :. ---: ,,.-:.:·,,':. ;: _,, -~-,,. -~·-· __ _,_,, .... ,.,..-~,.-.-c- APPROVED FOR PLANTING AND IRRIGATION □NL Y. , ;; INCLUDING PRECISE ,y,-,':-... . '<,;,,,;~""';,,~\" , LOCATION OF PLANTING ------r---,---~7·: ......;;·:,..__ _____ ---r--,,-r--,---r::::;~A';:::;RE~A:::;S.====~~ 1------------------------~' ='=!..:1 =c=i=r f'LA=y=N=&=1r=G·=f=E~=AR=TM=~=NT=B=A=n::::::'..:1 =~=!1 LANOSCAPC PLANS FOH: BENCHMARK: DESCRIPTION: STANDARD DISC SET FLUSH IN EAST CORNER ON NORTH ABUTMENT Of' EAST BRIDGE LOCATION: APPROX. JOO FEET SOUTH Of SOUTH ENTRY TO CARLSBAD STATE PARK 40 FEET EAST Of CENTERLINE OF NORTH BOUND CARLSBAD Bl.VO. ON PONTO STREIT BRIDGE N0.A7882 RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA BOOK, PAGE 135 NO. OC 0147 ELEVATION: 50,558 M.S.L, ()AT£ INITIAL fNGINEER OF WORK REVISION DESCRIPTION F•\JIJBS\96l019\9619Cl07 8-18-97 2,s1,1s p~ '"'" ~619Cl.CQ.O.cMAP.csrn.CIJIL7\JTL.CW2 PSD: 9619Cl07 POINS£mA SHORES AREA A-J c.r. #-f/6 INITIAL DATE INITIAL OTHER APPROVAL CtlY APPROVAL OWN BY: ~--PROJECT NO. DRAWING NO. CHKD BY: ---C, f. 9,,1 nl:! 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ANGLE ST,rftNER':>. SECURE CONTROLLERS AND BACKBOARD W/ GADUH PLATED 3/Jr;;· STOVE BOLTS r;; PLhCE5 MIN. SET STlffrNERp r;;· APART. G0NTR0LLrn. . POWER ON-Off SWITGtl FOR C0N1R0Ll.(R CONDUIT (T"rP[ T) · ' ·.oouatr RECEP. TAG .. L• E CGR.OUND FAUL.1 T. T. PD 3/4' RIGID STEEL CONDUIT ., . ' ,' •' . l'JlrJ.if":,-<JH· '3/4'. EXT(RICiR .GRADE AB PL '(WO.OD BACKBOARD. f.G. F~IHE AND PAIN1 WITH 2 GOAT<; EXTERIOR COLORED ENAMEL. PAINT 60Tt1 5IDES AND ALL WC.c:,. ' ' • 1 • (2) T CIA. • HI LOIO l()()Qf.J'QlE P11'IE sT,-K~s. ~AA TO Pfl_EV !II L.lll 1 W'll-ffl. 2 -V J.T. 'GlNCll TICS. OR EQ(JAL. WAAP "FlOt.M) Tl'I~. H',l, EAOJ HO T\J E.lel,t STAAE 3 • TREE. TRUl-lt'. 1 -CLIT mr SfOTIOtlOl'T'Of' STi'KF. ONMO!iO RY f~l-0 5 · 1' ll '!" OROSSnE 6• R_OOTa.,.Lt ,..,C~tlLL P\.lm.f,ANO SISTTLE. S"m Tl'-Ef 'J!' ~ r1N OR, 7 -lltOOTS'-1..l. II: 2. x ROOTBAt L.Dw,f!':'l'EM g • SLOPE eotTQ..1 TO PAAIN 1 o • 6" WATER 1N3 e.,,..SII-I_ 0t~.P"r l>l i,,. 'M-1 ,U,1!'.i. 5. Ra-w:>Ve ,o\ F'TffHM lt·ff . 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SEE 5PEC5 FOR IJCPTH& 17. 2· MIN, SHAUi Sl"IIAY Hl!AD WI AOAl'TEPI I -SHRUB 2 -ROOT8ALL ~ -St.OP[ ,4-6'11IH s -2.. ,ooTIIALL DIA, ~ • W1'TERIPIO 11,'!91H (I~ J(~Q'O ) 7 -P..,._NT TAl!t.f:"TS (l' Bet.ow EitAPEl e • S£E srtcs Q • MN 8R.I.Df ,'IT 9LOl'l (i'19 REO'D ) 10 -Tor OF CURB. l'LAllTU, 0~ p,._VIPIG 11 -rlH. GlADi !IT f)(l$TIMO St.ore: ( I\S lt.Ell'O ) I~ -1'1.•IIT IIIG B~c;l<~ILL (!'Ut>OLf & SErTL! PLi'IHT ,'IT FIN, Qli:,._IJE) --~3 CD @ QUICK COUl'Ll!R QUICK COUPLER Kl!Y PLAN VIEW [)10· ~Ao,u• (DrAEE TAUNK © ~10-~.U!IRl,I .. BIC!l•BARRIER AVAIU!LE AT BUTLl:R'S MILL SAN DIEGO, CA (11·19) 2113-6.181 ' ---~-··~ ROOT BARRIER (810-'BIIRRIER) €) ~~i: 0,-HARD~C,-P_E (CURb1 f"'-V~IJ, rAD, ETC.) (i)1·..C," WHE:H TR[! II PUNTED A.9• 1!I ftlllOM *IU ,u·To" -.WHEN TREE 1s PL~~TED AS ,, .. & ,. ... box SIZI! @ VALVI! SOX ( 81!1! 8~,!~~/~rt.e~ fei't ~IM.it? (9 _ . 1 CU. FT. CONCRETE SUPPORT @ _. · PVC SCH. 40 l!LL (SLIP X FIPT) • ' ' Q) 11111 0 ·. PVC PRESSURE l>IPt (9EE SPECS.) IIRICK OR CONCRETE_ SUP.PORTS (TYP,) ©-- II @ .. _@ .• @·. 1 CU. l'T. (MIN.) P~ ORAVEL SUMP ~ . ~ '-, FLUSH IN TURF AREAS, 2" IN OROUND COVl!R AREAi! UHDISTURlll!D OR COMPACTED SUDO RADE (y. • , .. 111!1.0W FINtSH ORADE . 0. • PVC SCH. IO NIPPLE 0 · t" TO 12" MAX .. FROM !DOI! 0~ CUFIBII, . WALKS, ETC. NOTE: RECL.,'!IMEO QUICK COUPLER SHALL BE DIFFERENT ANO SHALL NOT BE INTERCH.lNGEAllLE WITH POTABLE W.lTER FITTINGS. © • PRESSURE laEGULATOR (SH. SPE-CS SET ,._ T PSI} (!} .vc IICII .. UW<>N Q} I've "'""" w •u IS'"> fl'YP'IC-AL) €>. VAl YI •OJ 0-PYC •CH 40 l'tllllal.t: AbAP1V, rn-,.J ©-..._...,.., ~-1• "'a,e, ©-1 cu. n. l),Oo<.1 ,-u ~V'(L ... 0 .. @:· ·<OWACTl'D ~ W / PURPLE. LID ©• ~ ~ ~ _, 0 •Mic-: 011 C0711°"l rt. ILIPPOII\ fJ Olli( OOWAC.HC:-"''1'1-1 (ta••Til -K ........ , -G-1\AOl (fO.) (!) ,1-tt •t:-tc1 ,-°" ottrN (!} · PVC SCH •O ELL (ST) ----···-·"· © · Y•9TR,1,IIIER (SEE IW!,CS, ANO LEGEND) G) · BRASS HL ft'{P,) @) · HEIGHT PfR LOCAL CODE (12" l'l>l. (iJ) • CONeReTE fOOTtHO t+" MIHJ -·--- I -ror-t.r, ~~AY HtAO ( \. , .• 2 -!\WIN() .IOl<T A!',!',[H!llY•CI !,CH 8() Hl'Plf ANO 3 HARl[X !',T .. U.L!!,) 3 -AN<;L[ WU VARY WITH H[IC,HT or POP-LIi' OODY . " PVG SGH 40 T[[ CM,D CY rLl CST) 5 -PVC •H0Hf'.[!',!',~[ uir .. -z· HM. fROM CIJll(O!',, WALK!>. tTC . 1 -AT fltll511 GRADE IN TLJ!llf •A.EA!>. I' IN &H~llll .. A.EA!', .. e • sn .,~re!!>. ro• or_rtH ~[WALK @ · !'>Ri'ISS UNION © · l'll'IASS SHORT NIPPLE (TYl'.) (j) · 6RA5! Fll!!.U~ (LE:NilTH ,'IS l'WUlflfO) lll'ST,O,ll PER C.~ W,D. STD. OWG. #W-20 @ · CO~P,'!CT SUeGf'.ADE @ · FltllSH G,l'ti'DE li) · 6" MIii, @ · SE:E SP£CS. FOR OE'MltS ~PUOet> PRC9e!JRE. ~w~ (l<.OJUST RISER PERPENDICULAR TO SLOPEJ ft,p-Up ~'( A~TI-DAAIN SPRINO.CHEC,K YALVE PV-) SCH 80 RISER I NIPPLE (TYP.J 1~ rnonl AS REQUIREDJ • " SEE SP~CS. FOR DEPTH_· •' :; • 'sw1NO J.OINT ASSEMllLV • (2 MARLEX ST. ELLS) 1~" MIN, FROM FINISH O~ADE (v. l>VC NONPRESSURE (LATERAL) LINE (SEE SPEC!;I.) ©: PVC SCH 40 TEE (SSTI OR ELL (Bl) ; ©· 1-~ 8" FROM _HEADER, ~?- !., @· IJ flEBAR 'IN/ GAL'!: ~LAMPS N ;, .:;:,-,.:.,.:;.;,;,;.. .......:1 :as.:z::::a •c:c r: ... """- POTA"I.[ MAINl.Ne- ( £.(t Nl"'1'.0Vt:t'1[t'H DRAWING~) 12" lfl-lLIH REQU!lt[P VERTICAL !',[PARATI0N [[V[ NOTr• All •rCLAIH[D WAT[• 111:"CATI0N F'te[ AND SL[[V[!', &HALL BE PURPLE AND LA8[L[D AS 5P[Clff:D IN· f,TANDMD !',P[GlfK:ATIONS ro• PRIVAT[ R•IC.ATI0N !'>Y!',T[H!," "CAfil:L5eAO IU'.CLAIMATION RUl..[5 AND ,u:Cl.l.AllONS fOII!: CON~Tfa.JCTIOM Of l'!t:CLAIMf.t) WAltp;;: MA1Ne,· 0Cl06f~ 1qq3_ 10' t1ltt61 TO P0TA!IL[ HAINLIN[ IN &T•[rT ~ . RECLAMfD WATER IReJCATI0H HAM.IN[ W/&L[[V[ HOT[· V[ROCL[ CL[AMNC[ or 12· 11'1Ml"1 I!', MANDATORY wt1fH C~0~&t<C PATH or • P0TAOL[ WAT[R LK. IN';TALlATIOH or ~tCCLANrD WAn• IRR.:;.i.TION r1AH.H( 2.-4' fR:OM fAC[ or &IIJ[WALK Wll f"ROVlot: THt N[C[$!::i.A.lt.l' 10' HORIZONTAL CLtARANC[ f~Ol1 POTA0Lf HAINI.IN[ IN TH[ 5JR[[T. POT ABLE MAINLINE GROSSING N.T .S. POTABLE SERVICE LINE GROSSING N. T .5. TESliIMl,. DESIGN GROUP LANDSCAPE ARCHJTECTURI: LAND P LAJ-.1'1' l!'i G 9903 Bu,;lnesspa.rl< Ave,. Sulle C san Dle_go, C.A 02 l :;i 1 Tclq,hone: (619) 603·8824 f/\X; (G l 9) G93· l l 82 APPROVED FOR PL.4.NTING AND IRRIG A 1'10 N ONL )', INCLUDIN'G PRl'=CISE LOCATION OF Pl.,AN'flNG AREAS. 'AS BUILT'· -~---·-- DAl( RE\'l[WED BY1 lf..SP(CTO-: PROJECf NO. C, i, 94 .. tX. i ! \ . i .. I I I, .1 1 i l 'I ! I ---------------------·---------------~·:' _______________ -___________________________________________________________ 1 --••11.;J •----■~--.-w-wrce '"••-n-~•-•m-••=---------~--->~--------------------------~•-I . ' . - IRRIGATION NOTE: CMWD'G RECLAIMED WATER IRRIGATION SPECS. TAKF- PRECEDENCE OVER THESE SPECS. · PART 1 -GENERAL. 1.01 A GENERAL CONDITIONS: 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 11 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 this section as fully as if repeated 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 date of final acceptance • at conclusion of the Maintenance Period -on complete water irrigation system, including nonset!ling 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. B. 1. 2. 3. 4. In all cases where observation of sprinkler system work Is required and/or where portions ol work are specified to be performed under direction and/or observation of Architect or his representalive, Contractor shall notify Archilect at least three (3) working days in advance of lime such inspection and/or direction is required. Observation will be required for the following parts of the work: UPON INSTALLATION · OF' SLE~.YE's and testing of main lines and lateral lines; when pipe~ are laid and are to be submitted to pressure tests. Do not cover any lines until they have been observed and approved. Upon installation and testing of valves, quick couplers, backllow preventer device, automatic controllers, and control valves and wires. When sprinkler system is completed, Contractor, In the presence of Architect, shall perform a coverage test to determine ii 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. Final observation and performance test shall be at 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 testing shall be In the presence of the Architect. Approval shall be received before backfilling any trench, Do not cover any lines until they have. be.en .ob:,e_rv_ed .and 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. 2. 3. 4. 5. Any changes In location of items or type of installations from that shown on drawings shall be so indicated on the record drawings. Valves shall be numbered and corresponding numbers shall be shown on record drawings. 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-hall foot. 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 w~lls. _A photostatic print of this plan, reduced as necessary and legible m all details, shall be made to a size that will fit Into the controller cover. This print shall be approved by the Arct1itect and shall be hermetically sealed by plastic. This shall then be secured to inside of cover. Immediately upon installation al 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. E. F. G. H. I. J. K. Scaled dimensions are approximate. Before proceeding with any work, Contractor shall carefully check and verify all dimensions. Plan locations of sub surface lines, valves, controller and pipe lines are diagrammatic and Indicate the spacing and relative locations of all installations. All lines shall have minimum clearance of six (6) inches from each other, and from lines of other trades. Parallel lines shall not be Installed directly over one ano!lier. Dielectric bushings shall be used in any connections with piping of dissimilar metal materials. Point of connection shall be approximately as shown on drawings Connect new underground piping and valves and provide all flanges, adapters or other necessary fillings for connection. Permission to shut ott 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 lime of each shut-off. 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. 2. PVC Pressure Mainline Pioe Flttlnos: All buried private piping in the reclaimed water system shall be Installed with warning tape Identifying it as reclaimed waler with the exception of lnlermittent 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 apparent, due to line size and location as determined solely be the District Engineer of Inspector, that the lines are part of a reclaimed water sprinkler irrigation system. Stenciled pipe, as specified below, will be accepted In conjunction with warning tape. (a) (b) (c) (d) (e) (f) (g) (h) Pressure mainlina piping for sizes 2" and larger shall be PVC Class 315, and shall be purple. [PEFI MANUAL) 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). Pressure mainline piping for sizes 1-112" and smaller shall be PVC Schedule 40 with solvent welded joints, and shall be purple. Pipe shall be made from NSF approved Type 1, Grade 1, PVC compound conforming to the ASTM Resin Specifications "01785". All pipe must meet requirements as set forth in Federal Specifications PS-21-70. PVC solvent-weld fittings shall be Schedule 40, 1-2, 11-1 NSF approved conforming to ASTM Test Procedure D2466. Solvent cement and primer for PVC solvent weld pipe and fittings shall be of type end Installation methods prescribed by the manufacturer. All PVC pipe must 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 All fittings shall bear the manufacturer's name of trademark, material dsignation, size, applicable I.P.S. Schedule and NSF Seal of Approval. A.C.P., 4" and above, shall have the words "RECLAIMED WATER" stenciled in 2-lnch 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. PVC Non-pressure Lateral Line Piping (a) (b) (c) Non-pressure buried lateral line piping shall be PVC class 200 with solvent-weld joints, and shall be purple. Pipe shall be made from NSF approved, Type 1, Grade 11 PVC compound conforming to ASTM Specifications "D1784". All pipe must meet requirements set forth In Federal Specification PS-22-70 with an appropriate Stanctard,.!2!!'1ension Ratio. ALL PIPE SHALt,, BE PURPLE ~ -"' ¥Jf!1~ ri~ ffl.. ftTt,;-e,u! '?(~~ " ____.~~··- 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 1he same as for solvent- weld pressure mainline pipe and fittings as set forth In Section 2.01 .A.1 of 1hese specifications, (Primer no1 1.08 GENERAL REQUIREMENTS: required). A. Code Requirements shall be t~ose of State_ i:ind Municipal Co;fes and All unsized end run later lines shall be 1/2" PIPE. regulations locally governing th.is ~ork, providing t~a\ any requ1r_ements f d f of 1he Drawings and Specillcat1ons, not confl1ctmg therewith . but 1, Schedule 40, high impact molded fittings, manu acture rom C. D. E. F. G. I. J, K. L. M. Automatic Control Wire: 1. Electric wiring running from Controller to Automatic control valves shall be No. 14, solid, single conductor, copper wire, 4/64 Inch Insulation 4/64 inch neoprene jacket, style BR (Direct Burial) or equal, co'tar code wires to each valve, common wire shall be while. Automatic Controller; 1. 2. 3. 4. 5. 6. 7. 8. 9. Controller shall be furnished and installed complete with all waler, electrical and drainage services, ready for operation. Unit shall be electric, self-contained outdoor type, wall-mounted, or approved equal. See detail for controller enclosure. Unit shall have a minimum sta!lons as sho'wn on Irrigation Legend. Controller shall be the latest model of Iha particular manufacturer supplied. Unit shall be 120-volt, 60-cycle controller, be completely automatic and shall function oplionally with or without the clock. Any station may be repeated Independently in any 24 hours. Stations shall be adjustable from 1 to 59 minutes. Control panel shall be removable plug-In type. Mechanism shall be housed In sturdy, vandal-proof case, manufactured of 14-gauge steel, or case aluminum; furnished for maximum exterior protection. The clock and ail working parts of the controller shall be contained within one protecting cover. Control Valves: 1. Remote Control Valves shall be of all Plastic body. Valve shall be provided with an adjuslable flow control stem end shall be operable manually without electricity. Valve Box: 1. 2. For remote control valves 9·1/2" x 16" x 11" rectangular box manufactured by Carson Industrias #14129-128 with purple bolt down cover or approved equal. For ball valve: 10" x 10'1/4" round, Carson Industries #910-128 with purple bolt cover or approved equal. Extension sleeve to be PVC-6" minimum size. Sprinkler Heads shall be as required on the drawings or approved equal. Bail Valves: 1. 2. Ball valve 1 inch size to 2 Inch size shall meet ASTM standards with seals which are self adjusting to compensate wear. Ball valves shall have molded micro-finish ball with tow torque requirements to operate unit manually. Ball valve shall have a patented feature -"Preloaded" stem seal and Impact resistant handles. Product: 1 • -2" size (King Bros. Lo-torque ball valve models Lt. 1000-t thru Lt.2000-t) 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. 2 3. Two (2) Control Valve keys. Two (2) wrenches for removing each different type of sprinkler head. One (1) 4B' 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 filling. See details and drawing. PART 3 • EXECUTION 3.01 A. B. C. GENERAL REQUIREMENTS: Locations on drawings are diagrammatic and ~pproximate only,_ and shall be changed and adjusted as necessary as directed to meet ex1slmg conditions and obtain complete water coverage. Locate and stake all work and obtain approval of Architect before Installations. Install and extend system as shown on drawings, and as necessary to carry out the intent of Drawings and Specilications. Locate lines, valves and other underground utilities and receive approval of Architect before digging trenches. exceec;ng the Code Requirements shaH ~overn, unless written virgin compounds as specified for piping, tapered socket or molder · t db th o t t thread type, suitable for either solvent weld or screwed sc 3.02 INSTALLATION OF IRRIGATION SYSTEM: Controller shall be tested with complete electrical connections. Contractor shall be responsible for 1emporary power to controller for operation and testing purposes. A. Excavation end Backfilling of Trenches: B. c. 3. 4. 1. Excavate trenches, prepare subgrade, and backfill lo line and grade with sufficient room for pipe fittings, testing end Inspecting operations. Do not backfill until pipe system has been subjected to hydrostatic tesl as specified. 2. Depth of Trench: 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 at 12· depth. Installation of Polyethylene Distribution tubing; Distribution 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 emit1er body at base of barb. 3. Trenching through areas where topsoil has bean spread; (a) Deposit topsoil on one side of trench and subsoil on opposite side. 4. Subsoil shall be free of all rocks over one (1) Inch In diameter, debris, and litter, prior to use as backfill where so Indicated on detail. 5. Repair any leaks and replace all defective pipe fittings until lines meet test requirements. Do not cover eny lines until 1hey have been Inspected end approved for tightness, quality of workmanship and materials. 6. Backfill trenches, efter approval of piping, with suitable end 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 slored 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. 3. Any pipe that has been dented or damaged shall be discarded until such dented or damaged section Is cut and rejojned with a coupling. 8. 4. Trench depth shall be as specified above from the finish grade to ttrn top of the pipe. The bottom of trench shall be free of rocks, clods, and other sharp-edged objects. 5. Pipe ends and fillings shall be wiped with MEK, or equal, before welding solvent Is applied. Welded joints shall be given a minimum of 15 minutes to set before moving or handling. All field cuts shall be beveled to remove burrs and excess before fitting and gluing together. 6. Pipe shall be snaked from side-lo-side of trench bottom to allow for expansion and contraction. 7. Center load pipe with small amount of backfill to prevent arching and slipping under pressure, Leave joints exposed for Inspection during testinrJ. ··• No water shall be permitted In Iha pipe until Inspections have been completed and a period of at least 24 hours has elapsed for solvent weld selling and curing. 9. Plastic to metal 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. Solvenf·weld Joints: Assemble per manufacturer's recommendation. 12. Thrust block shall be Installed as per detail. Remote Control Wiring: E. F. 2. Connections to control wiring shall be made within the pedestal of the controller. All wire shall follow 1he 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 lo the sub-panels, clocks, or elsewhere as required, In order to complete this installation. A disconnect switch shall be Included. 4. Controller shall have a master switch. It shall be possible to operate each valve manually, Independent of clock of any other valve. Remote Control Valves; 1. Install valve boxes as shown on detail. Install no more than one valve per box. Stancil valve number and controller teller 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. Install no more than one and controller letter on G. Sprinkler Heads: 1. All sprinkler heads shall be Installed as per details shown. 2. Nozzle size of all heads shall be adjusted to suit any particular conditions of the area. This shall be done after 1he 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. LOCKING CAP QUICK COUPLER VALVES SHALL BE 1' SIZE: ACME THREAD • 1 VINYL PURPLE TOP ANO BRASS -2 "bUICK COUPLER~Y SHALL BE OF BRASS OR BRONZE WITH • A HOSE BIB ASSSH BLLLYBE "F BRASS OR BRONZE VERTICAL SPRINO, LOADED • 3. CHECK VALVES ..-., • . I. BALL VALVES: AND SWING CHECK, , 1. INSTALL WHERE SHOWN AS-OETAILED J. Backllow Preventer: 1. 2. K. L. M. N. 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. Exact location and positioning shall be verifi1d on the site by Architect. Pressure Regulator If needed shall be Installed as per drawings and detail. Verify final location with Architect. Installation of Anti-Drain Valves: Anti-drain valves shall be Installed In the rtser assemblies of all sprinkler heads that do not have manufacturer lnslallad anti-drain devices. Install quick couplers and remote control valves adjacent to walks and curbs In shrub planting areas. Install quick couples valves no furtyher and 170' apart. Sleeving: 1. 2. 3. 4. Crossing of roads with irrigation pipe or wiring shall be avoided wherever possible. If a crossing must be made, Schedule 80 PVC sleeves shall be Installed at a minimum depth of 30" below finish grade. Irrigation lines under other asphalt concrete or Portland concrete Improvements (other than roads) shall ~e Installed In Schedule 40 PVC sleeves al a minimum depth of 18 below f1n,shed grade. Sleeve sizes for Irrigation lines shall be a minimum of two (2) times the size of 1he line It serves. Controller wires located under streets or other permanent Improvements shall be Installed In sep~rate PVC sleeves and corresponding to type and depth as spec1l1ed on L-1. and L-2. 3.03 CLEAN-UP: 1. Direct Burial Control wire sizes: As shown and specified herein A. As project progresses, Contractor shell maintain ell areas In a_ neat before. manner end remove unsightly debris as necessary. After completion of 2. the project. Contractor shall remove all debris and C?ntalners 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 end maintenance of valves. ..--------------·--------.------------::--:---:-:-:-~- ,, r-,. S BUIL T'1 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 follows: ,-1 ~ I . I ' ' I APPROV1:D FOR PLANTING AND lRRIG.i\TlON O.NLY, INCLUDING PRECISE LOCATION OF Plhl\NTING AREAS. Ti TL( ___________ _ B. Permission to the contrary 1s gran e y e ts nc. 1 . d I t' ddl d #J\10 APf ,,, connections. Machine threaded ittmgs an pas 1c sa e an r .,,,. Extreme care shall be exercised In excavating and working in the area tlange fittings are nol acceptable. Furnish fillings permanently -!' ,S> ,;. lES~Ht4<4 • "tr~ TES HIM AD ESIGN GROUP CARLSBAD due to existing utilities. Contractor shall be responsible for damages marked with following information: Nominal pipe size, type and _,:_' 1,-,. "✓J _11/,Wk". 'c\ CTURE __ ---·-----'--·-------------------1---~l---ll---t--""4 schedule of material, and National Sanitation Foundation (NSF) --;: Hv IIVI ~ LANDSCAPE ARCHITE . caused by his operations. f ASTM 02464 d NING I ! ------------------+----J--,·-·-----., seal of approval. PVC filling shall con orm to an s,gna1yro ~ LAND PLAN 1--------; --i-- ' i c Connections shall be made at approximately locations shown on 02466. • -I< Ron o01k Jo/"le, >I-9903 nu,lnesspark Ave., Suite C ,-----, --·-· ---------~·~-··----t ----1---+--q · drawings. Contractor shall be responsible for minor changes caused by J',r. 01J!t::;/1fJ4..,J San Diego, Ca 92131 -,0~,~1t~k1N"':n"',:-:-L+-------------------t,o;-;,~1trt'ii1N411TI11Ai•L400-.-;1trr1,1;;;4:"r.n~i.,~ APPROVED /. £, -7,J). _ ,i"--+( ff -----OAlE AS.SISTAN1 PLANNING DIRECTOR PROJECT NO. DRAW'ING NO. 357-4l ' \ I ! I ; i actual site conditions. 4i( OF Ct.'-1~~~ Telephone, (619) 693-8824 (Nc:r:,!:1< O" WCJRK REVISION DESCRIPTION oTHC~ ""PR□YAL CITY >.~PRCV>-, ·f •~~~~~=~~-~---~=~==~~~=~"'1"'.l==:::!"'~F:•:x~: ~-~(:6:l.9~):69:3:-l~l:82:.a, ____ ~;:;~~;;::~~:;;;~~::::;~;;::;;;;;;;;;;;;~~;;~;;;;;;;:;;:;;;;;;;;;;;;;;;;;~;;;;;;~;;:-,_:::-=---.... ,_-~~::::::-::ies-=i;;1 _ _,__. ~ I D. Landscape headers and mowing strips shall be in place before a.::::.:m===ril\!UIZS.aav -?WMS lli!S.2 ' es 501 L___.~~!!l~ti?~-c~L_-~~rink~~~~· s.:,y_s_te_m;,._ ·------·---------------------.. -·-•----------------,_ ---•+'-e-!E::S u:e ..... aw:,N'$GAJ:.;cwwawwa »aa:w < ; ww .rc?El:■ C. .. M .. W.D. . -, 'o-v.'N 13"!': . ~ I CHKD BY: _ Ii RVVD BY• 11 c. T, :}4.-0u, ' i ' 1 I I I /j ; , d d " H '" 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 SUBMITT ALS A. See requirements In General Conditions, and Section 01340. B. Contractor shal.1 submit a typewritten li~t 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 after final ac~eptance 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 specified 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 of plant materials, the Contractor shall verify the location of all underground utility lines and other improvements, and take proper precautions to avoid damage to such improvements. In the event of conflict between such improvements and plant locations, the Contractor shall notify the Landscape Architect. and arrangements will be made for relocation as necessary. Failure to . follow this procedure places upon 1110 Contractor the 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 shal I · 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 AND OBSERVATION A. B. C. All changes and deviations to the plans and specifications shall be confirmed in writing via the Landscape Architect. The Contractor shall be available on call to make a joint observation with tho engineer. The Contractor shall have sufficient work personnel available during normal working hours to correct deficiencies immediately upon request or the Landscape Architect. Such repair or re- work services are to be performed without interference of regular project scl10dule. 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 or 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 to mow curb installation. 4. Approval of all plant material quality. 5. Layout of plant material. 6. Pre-maintenance observation: When planting and all other indicated or specified work, e~cept Iha Maintenance Period, has been completed. Acceptance and written approval shall establish beginning of the Maintenance Period. this is not a final observation or acceptance, and it 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 for 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 unfa~orable for the reasonable performance of the work, or for such time as 1s necessary due to the failure on the part of the Contractor to carry out orders given or to perform any or all provisions of the contract. B. If 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 shall provide suitable drainage by opening ditches, planting pits, etc., and erect temporary structures where necessary. C. Grading, soil preparation, and planting work shall be performed only during periods when beneficial and optimum results may be obtained. H the moisture content of the soil should reach a level that working it would destroy the soil structure, spreading, grading and tilling operations shall be suspended until the moisture content reaches acceptable levels and the desired results are attainable. 1.10 CERTIFICATIONS AND NOTICE OF DELIVERY OF MATERIAL A. The Landscape Landscape Architect shall be furnished with duplicate signed, legible copies of cenificates and/or Invoices stating the brand, grade, amount and quantity of each Item for all soil, 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 itemized list, in duplicate, of the actual quantity of material in each delivery, in order to ensure satisfactory coordination of delivery, and to expedite the required inspection at the point of delivery. The itemized list, in duplicate, for each delivery of plant material shall include invoices cenifying 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 t11e 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 lulfill Intent of drawings. 1. 12 INVOICE OF MATERIALS A. B. C. 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 cenificates, trip slips and invoices for soil preparation materials, shall invoice such material, comparing the total quantities of each material furnished against the total area to each operation. If the minimum rates of appllcatlon have not been met, the Landscape Architect will require the distribution or additional quantities of these materials to fulfill the minimum requirements specified. After 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 total 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. A sample of the soil amendments shall be delivered to the Landscape Architect within 15 days after recording of the contract for submittal to a D. Site observations herein specified shall be made by the CITY INS~eeToR & testing labora amendments of the mixed laboratory for the soils labo tory, along with specifications of each product. Aller soil have been thoroughly mixed into the site, random samples NDSCAPE Architect. The Contractor shall notify the Landscape Architect of a site observation at least 48 hours in advance of an observation. An observation will be made by the Landscape Architect during office soil will be taken by the engineer and submltled to the soil comparison to a control mix. Cost of the above testing by ratory shall be borne by the Contractor. working hours on each of the steps or conditions listed below. The Contractor or his authorized representative shall be on site at the time of each observation. The Contractor will not be permitted to initiate the succeeding step of work until he has received approval to proceed by the L.andscape Architect. 1.13 PROTECTIO N OF EXISTING TREES, SHRUBS AND VINES 1. 2. Pre-Construction Meeting: Immediately prior to the commencement of work of this section, Contractor shall receive aµproval of materials and equipment to be used, and methods of installation. A. B. Incorporation of soil conditioning and fertilizing Into the soil: Soil c. tests performed by the licensed laboratory shall be submitted and paid for by the Contractor for agricultural suitability and approved by the Landscape Architect once rough grading has been completed, and prior lo installing any plant material, . ' . . CITY INSPECTOR SHALL APPROVE: 1. SOIL TE.STING AGENCY 2. SOIL TEST RECOMENDATIONS PRIOR TO DELIVERY OF SOIL AMENDMENTS-TO:SITE. nt of the project that cenain areas of the existing plant It is the inte materials sh Contractor sh plants that ar all be retained. Prior to the removal or any trees, the all confer with the Landscape Architect to determine those e to remain. All existing tr identified by t ees which are to remain in the project shall be tagged and ha Contractor prior to start of work. all be responsible for all trees that are to remain In the mage to a plant which Contractor sh project. Da disfiguration roots, from th shall replace Landscape results in death or permanent shall result in the complete removal of the plant, including e site by the Contractor. The Contractor at his own expense the plant with one of equal value as established by Iha Architect or reimburse the Owner the cost of said replacement if a replacement cannot be obtained. The Landscape Architect shall be the sole judge of the condition of the plant. ., ...... ,._~_,,.,.....,--_..l! __________________ ~-----i•~•'""'--M-»1----•==~•·'-----~-~•-• -- tl!'T<;.•,ti~ ~~T,.,~, ,c,h .. N!,1 I~• 1' D. All existing trees that are to remain shall be protected at all times from damage by men and equipment. All damage by the Contractor to existing plants shall be repaired at his expense by 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 to be deposited on any soil within the dripline (the outside edge of foliage overhand) of any tree or shrub or within 6' of the trunk of a vine. Should any such poisoning of the soil occur, the Contractor shall remove said soil as directed by the Landscape Architect and replace it 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 to 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 of roots 2" and larger shall be only on the approval or the Landscape Architect. Paint cut roots within 24 hours of initial damage with approved pruning paint. When this Is not possible, keep the side of 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 materials 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 of 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.fl. Properties = (gradation sieve size) -No. 6 -95% minimum passing; No. B -80% minimum passing; No. 35 -30% minimum passing. Wetablllty -to be in compliance with standards as per American Society of Agronomy B. Agricultural Grade Gypsum -Shall be a (Ca SO4 -H20) calcium sulfate product -94.3%. 90% shall pass a 50 mesh screen. Chemical reaction will remove Sodium attached to soil parllcles. Gypsum also loosens heavy clay soils through electro-chemical action. Control of dust during application is mandatory. C. Shall be U.S. Gypsum, Dolmar, Sof'N'Soll, or Bandlnl, If not available, shall be equal to. ~ . _, "'· . . , 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 Sullate -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 0 mesh screen. E. F. Shall be Wilson & Geo. Meyer, Wil-Gro, or Bandin!. If not available, shall be equal to. Pre-plant or starter fertilizer shall be a commercial grade flowable fertilizer with -1 % nitrogen, 10% phosphorous penlioxlde end 1 0% 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: % retained on stacked screen -approximately 8 -mesh 24.2%; 20 -mesh 75.2%; 48 -mesh 0.2%. Available percentage weight of plant food: Nitrogen Phosphoric acid Potash 1.0% min. 10.0% min. 10.0% min. Shall be Wil-Gro, Bandini or Kellogg. If not available, shall be equal to. Post Plant Ferlilizer (Maintenance): Fertilizer (commercial) shall be a combination of natural organic and Inorganic granular fertilizers, free- flowlng, suitable for application with approved equipment and shall contain the following minimum available percentages by weight of plant food: Nitrogen Ammoniac Sulfate Remainder or Nitrogen Phosphoric acid Potash Iron Zinc Manganese Calcium 14.0% min. 4.0% min. 8. 75% Water Soluble 1.25% Water Insoluble 7.0¾mln. 3.0¾mln. 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 Chloride Is to be used. Sulfur from Sullate 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 equal to. G. Planting tablets shall be tightly compressed chip type commercial grade planting tablets, of varying sizes with lhe following available percentages by weight of plant food: Nitrogen Phosphoric acid Potash 20.0% min. 10.0% min. 5.0% min. Shall be Agrlform or Gro-Power. If not available, shall be equal to. "H. Queen Palms to receive palms and tropical humus fertilizer 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. Soll test may reduce or Increase total soil yardage amendment and chemical additives. Planting backfill shall be a thoroughly blended mixture of topsoil and soil amendments at the following mixtures: Soll Amendment Stock Piled site soil Gypsum Sulphur (soil) Iron Sulfate Pre-Plant (1-10-1 0) 112 c.y. 112 c.y. 5 lbs. per/cu/yd. of mix 1 lbs. per/cu/yd. of mix 1 lbs. par/cu/yd. of mix 3 lbs. per/culyd. 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 there be any 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. Right 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 confirmed 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 from seed, and if found defective, to reject the plants represented by the defective sample. Protection: All plants at all times shall be handled end 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 Iha delivery of any plant materials. Shrub and Tree Samples: Typical samples, three each of all varieties and sizes (shrubs 5 gallon and under, trees 15 gallon and under) of all plant materials shall be submitted for Inspection approval at the site a minimum or fifteen days prior to planting operations. Approved samples shall remain on the site and shall be maintained by the Contractor as standards of comparison for plant materials 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 tile project site for approval prior to installation. 2. The Contractor shall Immediately remove any trees not approved. 3. The Contractor at his option and ot his expense, can retain the services of the Landscape Architect to review trees 24" box size or larger tagged at the nursery and/or al 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 materials. 2.07 GROUNDCOVER 2.06 PLANT MATERIALS A Groundcov9r plants shall be healthy, vigorous rooted cuttings grown In flats. A. B. C. D. E. F. G. Nomenclature: Scientific and common names of plants herein specified shall conform with the approved names given In ·a checklist of Woody 2.08 PLANTER MULCl-1 Ornamental Plants of California," published by the University of California, College of Agriculture, Manual 32 (1963). See list of plant materlal on· A. drawings. Planter mulch shall be shredd9d fir trae bark. Shall range in size rrom 1I2-inch to 314-inch. 2.09 STAKING MATERIAL Labeling: Each group of plant materials delivered on site shall be clearly labeled as to species and variety. However, final determination of plant species and variety will be made by the Landscape Architect and whose A. decision will be final. All patented plants (cuitlvar) required by the plant list shall be delivered with a proper plant patent attached. Quality and Size: All plants shall be vigorous, of normal grow1h, free from diseases, Insects, Insect eggs, and/or exceed the measurements specified. 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 lrees with damaged roots or broken balls shall be planted. Pruning: At no time shall the plant materials be pruned, trimmed or topped prior lo 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-coated steel minimum gauge No, 12 and anchor to appropriate dead man. Wire loops at branches shall be covered by 2-ply reinforced rubber 114" in diameter. Guy wires shall be flagged with 118-inch diameter x 4"-0" length surgical tubing. 2.10 ROOTBARRIER A. Root barrier shall be a multi-year root control system consisting of herbicidal time-released nodules permanently attached to a permeable geotexlile fabric which will Inhibit plant root encroachment. Active Ingredient: P -Toluidine) Inert Ingredients Tnfluralln (a,a,a -Trifluro-2,6-Dinltro -N,N -Dlpropyl • 17.1% 82.9% Landscape Architect. 2.11 Shall be Bio-Barrier -No Known Equal. PRE-EMERGENT HERBICIDE Inspection of Plant Materials: Required by City, County or State A. Pre-Emergent herbicide shall be as determined by the Contractor. authorities, shall be a responsibility of the Contractor, and when necassary he shall have secured permits or certificates 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 of 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 Ill owarl Fescue blend. --BUIL T·,:-7 TESI-IIMA DESIGN GROUP APPR0\1ED FOR PLAI\''fIN'G -,, AS LANDSCAPE ARCHITECTURE AND IRRIGATION ONLY, LAND PLANNING INCJ_,UDII\G PRECISE 9903 Du,lneupatk Ave,, Suite C ----·--- TITLE_ DATE Snn Diego, Ca 92131 LOCATJON OF' PL/\NTING RL\'J[\,/[D BY1 Telephone: (619) 693-8824 AREAS. Fax: (619) 693-1182 -I•:SP(CTOP. DAT[ ·-' j -----1.,n ___ I Sf+[T I CIT)' 0 t., C ARLSBADJ ltiE•lSl ' ' -PLAN'-:ING 0EPART~ENT 1& LM-1~ f I ffi~,IJ FV1Jc;, !""l;lp.-' - I I I POlt.JSETTIA SHORES, - -· CARLSBAD ~A-~ CALIFORNIA -· APPROVED ----/ ljl -~fi: /t . -. ASSISTANT PL71~NINCi DIRECTOR DATE --·· D'ffl'.I BY: -DA"ft llilllAL DAlt IN111"-L DAlt INIT1AL PROJECT NO. DRAW,NG NO. REVISION DESCRIPTION CHKD BY: C:T. ='4,-C'Xb .357-4L O,CIN[tR Of WORK orn(R A0 PROVAL CITY APPROV"-l RVVD BY• C.M.W.D. '35-E;::'.)1 I I j 3.01 INSPECTION A. Examine proposed planting areas and conditions of Installation. Do not start planting work until unsatislactory conditions are corrected. 3.02 PREPARATION A. General: The areas to 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 on hand in good working condition. Work shall be performed only during periods when beneficial results can be obtained. B. Clearing and Grubbing: Prior to ripping and tillage operations, all vegetation in the area to be planted shall be grubbed, ralted, and cleared from the site. The ground surface shall be cleared of all material whlcl1 has accumulated during construction and all material wl1icl1 might hinder proper grading, tillage, planting and subsequent maintenance operation. Ail grubbed materials and debris shall be lawfully disposed of off the site by the Contractor at his cost. C. Obstruction Be.low Ground: All subsurface rocks over 2• in diameter and other underground obstructions shall be removed to the depth necessary to 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 cappec' 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 to the Contractor, all damage to these lines shall be repaired by the Contractor in a manner approved by the Landscape Architect and affected utility. D, Deep Ripping: Ail areas (including slopes) to receive groundcover, shrubs, and hydroseeding shall be deep ripped and loosened to a depth of twelve (12) inches In all directions. 3.03 SOIL AMENDMENTS, FERTILIZING AND ROTOTILLING A. Rate of application Is for 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 soil 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 loiiowing rates of soil amendment materials shall be evenly spread over ail planting areas and shall be thoroughly scarified to an average depth of six inches by rototilling a minimum of two alternating passes. Amendment must be intimately blended with soil. Soil amendment: Gypsum: Soi I Sulphur: Iron Sulfate; 6 cubic yards per 1,000 sq. ft. to a depth of s•. 120 lbs. per 1,000 sq. ft. 10 lbs, per 1 ,ooo sq. ft. 1 o lbs. per 1 ,ooo sq. ft. Fertilizer (commercial) 1-10-10 shall be applied at the rate of 30 pounds per thousand square feet and scarified into the top two inches of finish grade. Fertilizer shall be applied alter leaching operation. C. The thoroughness and completeness of the rototilling and incorporation of tl1e soil amendments shall be acceptable to the Landscape Architect. Slopes 2:1 and steeper or as per the drawings omit soil conditioner application and tilling. D. Deep Water Leaching and Soil Testing: Deep water leaching shall be competed as recommended by a certified agronimic laboratory. The following process for deep water leaching Is for bidding purposes only. Item number three (3.) shall be performed as stated below. 1. After the tilling operation, the area shall be deep waler leached three (3) times over a live (5) day period. Apply 1/2" water at each application. Wail 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 Architect and Contractor shall take several soil samples and deliver the samples to a laboratory lor testing of soluble salts. E.C, 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 E. Care shall be taken that the rate of application of water does not cause erosion or sloughing of soils. F. Ail depressions, voids, erosion scars and settled trenches generated by the deep watering shall be filled with amended soil and brought lo finish grade. G. Apply Naiad Wetting Agent, Sravon or equal 4 oz. per 1,000 s.f. at the first spray of soil amendments. 3.04 EXTERIOR PLANTER BACKFILL A. Backfill for exterior 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 after the ground has been watered-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, rototiliing and all other operations shall be leveled and floated out before pl..mling operations are initiated. The Contractor shall take every precaution to protect and avoid damage to sprinkler heads, irrigation lines, and other underground utilities during his grading and conditioning operations. F. G. Final finish grades shall insure positive drainage of the site with all surface drainage away from buildings, wails, over mow curbs, and toward roadways, drains and catch basins. Final grades shall be acceptable 10 the Landscape Architect before planting operations will be allowed to begin. 0, 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 prnvenl drying of the root bail. Groundcovers shall be planted In staggered, random rows and evenly spaced unless otherwise noted and al intervals called out In the drawings. H. Plan1Ing surfaces shall be graded with no less than 2 percent surface E. slope for positive drainage. The size of planting excavation for groundcover shall be al least twice the depth of the root ball. 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. Timing: Actual planting shall be performed during those periods when weather and soil conditions are suitable and in accordance with locally acceptable practice. B. Layout of Trees: All trees (24" box size and larger) shall be placed in the landscape per the direction of the Landscape Architect prior to installation of Irrigation system. The trees shall then be moved 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 of the Landscape Architect. F. Each plant shall be planted in a manner that will ensure minimum 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 gram planting tablet incorporated into the root zone. Planting area shall be hand-smoothed after planting to provide an even and smooth final finished grade. To avoid drying out groundcover, plants must be irrigated after planting. This may be done manually or by using the installed irrigation system. Repeated applications may be required, especially on a sloping site. This initial irrigation shall continue until a zone at least twice tlrn depth of each hole is thoroughly moistened. 3.09 POST FERTILIZATION A. B. Trees -Post fertilization shall occur at 100 day Intervals after planting. Bore holes around dripline (various depths) and apply fertilizer at the rate of 1 lb. par 1" caliper in holes. Fertilizer shall be Wil•Gro14-7-3, Fairway, Bandlnl, or Kellogg. If not available, shall be equal to. . C. Layout Planting; Locations shall be approved by the Landscape Architect. All container plants shall be set by the Contractor in their final location In their respective containers prior to digging holes and/or planting. All plant locations shall be checked for possible interference C with existing underground utility lines. · Shrubs -Post fenilization 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 fenilizalion 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. D. E. Backfill for Trees and Shrubs: Shall be as specified In section 2.03. ff artificial drainage is requested, then drains shall be Installed first, then backfilled with soil. Disposal of Excess Soll and Debris: Ail excess excavated subsoil, rocks and debris shall be legally disposed of oft the site by the Contractor at his cost or utilized on the site as directed by and at the option of the Landscape Architect. 3.07 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 holes shall have venical 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 ail 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 1hey 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 bo1tom 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 Qrade, 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 following 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 container, 4 -21 gram tablet per 15 gallon container. 1 -21 gram tablet per each 4 inch box size. Random testing to verify planting tablet installation shall be conducted by the Landscape Architect. No plant will be accepted if the rootball Is broken or cracked, either belore, during, or after the process of Installation. Ail plants shall be thoroughly watered to the full depth of each planting hole immediately after planting. Guying: Ail trees and other plants Indicated on the plans shall be guyed as detailed. The Contractor shall be responsible for all surface and subsurface drainage required which may affect his guarantee of the trees, shrubs and vines. Pruning after planting shall be required on all trees, shrubs, and vines when necessary to provide the specified or approved standard shapes, form and/or sizes characteristic to each plant. Pruning may Include thinning, topping, and/or cutting and shall be under the direction of the Landscape Architect. Cuts over 3/4•inch in diameter shall be painted with an approved tree sealant. N, Ail trees 24" box and larger shall be spotted. 3.08 PLANTING GROUNDCOVER A. Groundcovers shall be planted in 1he areas Indicated on the plans and shall be free of surtace rock over 2• in diameter and debris. B. If the top lour (4) Inches of soil in the area to be planted in groundcover is not sufficiently mols1 (horticulturaily acceptable standards), the area shall be thoroughly irrigated and no less than twelve hours shall pass before planting, C. Groundcover plants shall be grown in flats. Variety Indicated on Hie plant list. Flat grown plants (rooted cuttings) shall remain in those fiats until D. Ail planted areas shall receive Sarvon, Naiad Wetting Agent or approved equal, 4 oz. per 1,000 s.f. 45 days after the start of the maintenance period. 3.10 GENERAL MAINTENANCE AND ESTABLISHMENT PERIOD A. B. C. D. E. F. G. H. General: Maintenance operations shall begin Immediately after each plant is planted and shall be kept In a healthy, growing condition by watering, fertilizing, pruning, spraying, weeding and ail other necessary operations of maintenance. Ail areas stiali 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: Treas, Shrubs, Vines and Ground Covers -The establishment period shall begin on the date that Iha Landscape Architect inspects and gives wrillen 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 Landscape Architect. Maintenance Operations: Plants shall be kept in a healthy, growing condition by watering, pruning, mowing, reseeding, rolling, resoddlng, trimming, edging, fertilizing, restaking, pest control, spraying, weeding and all other necessary operations of maintenance. Planting beds shall be kepi free of weeds, grass and other undesired vegetative growth, and lawn areas shall be kept free from all weeds. During the specified maintenance period, all plants that are dead or severely distressed shall be replaced Immediately. Ail seasonal color, annuals or perennials shall be maintained in a vigorous, healthy condition through the maintenance period. Extended Maintenance: When, in the opinion of the Landscape Architect, there is Improper maintenance, poor or unhealthy condition of plant materials, the Contractor shall be responsible for additional maintenance of the work at no additional cost to the contract until all the work is acceptable. Protection: The Contractor shall be responsible for providing adequate protection of 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 Contrac1or. Weeding and Cultivating: Ali tree, shrub, groundcover and hydroseeded areas shall be kepi 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 fourteen (14) days after unsatisfactory condition Is evident. No replacement of plantings shall be made in any season definitely unfavorable for planting. At the conclusion of the maintenance period, the Landscape Architect will make an Inspection of the work to determine the condition of ail 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 continue until ail deficiencies are corrected. ... TESlIIMADESIGN GROUP LANDSCAPE ARCHITECTURE LAND PLANNING 9903 llu,in•••pnrk Ave., Suilc C San Dlc~o, Cn 92131 Telephone: (619) 693-8824 Fu.: (619) 693-1182 - DII SLOPE REVEGETATION/EROSION CONTROL POLICIES AND REQUIREMENTS i~EQUl[~EMtNIS E.3-1 SI.OPE Pl.ANTING E.3-1.1 SLOPE PIANTING STANDARDS Sloves requiring erosion control mwur,, as specifitd her,in shall be lreal<d with on, or more of the following planting standards: a. St,ndmt #I -COVER CROPlnJTE MESM Cm'tr crop shall be • Sttd mix typically made up of quick t!<trnlnatlng and fast rov<ri"I! g,..,.,, dovor>, and/or wild nowm. Submit the specific seed mix for City approval prior to application. The COY<r crop shall be a.rplied ill a r;,:te: and rna:nner sufficient to providt 9096 cove~e within U1irty (301 day,. 'fype of Jute mesh shall be as approved by th, City and staked to the slope as recomrrH;mded by the ma:nufaictuter. ' Jute mesh ,hall be requlr,d when planting octun beiw..n August 15 and April 15. During the remainder of th, year, th, oooer crop and/or Jutt mesh may be used. - b. Sbmdard #2 • GROUND COVER One hundr,d (I 00%) pem,nt of the areuhatl be planttd with • ground COY<_r knowt;i to have mellent !!Oil binding characttristics (planted from • mI111mum "" <I flatted maleri>I and ,po,:ed to provide full oooerag, within on, y,ar). c. St>nd.nl #3 -LOW SHRUBS Low sp..,.dingwoodyshrubs (pli111l,d lrom • minimum of2 'I• Inch llnenl shall c"":r a minimum of""'"!)/ (70%) perant <I the slop, face (at mature size). ' d. Standanl #4 · TREES ANOOR LARGE SHRUBS Ttees and/or largt shrubs shall be (planted from • minimum of 1 gallon amtainer,) al • minimum nle of one (0 plant per two hundred (200) squar, feel E.3-1.2 ARF.AS OF APPLICATION (PLANTING) E.3-1.2.l St.OPES·-6:1 orsle,per and: •· 3 r .. _1 or leu ~ vttlkal height and ane adjacent to public walks or street., requ,re at minimum Standard #I (cover crop and juted). b. 4 r .. 110 8 r .. t In ..rtlal h,lght require Standard.< #1, #2 and #3. c. In nce11 of 8 foot In ...tkal height require Standard, #1, #2, #3 and 114. E.3-1.2•2 SPECW, CONDITIONS E.3-1.2-2.1 Ar... graded htterthan6:l require Standard #I (cover crop) when they have one or more or the following conditiom: a. Sheol g'.'ded pads l)Ol scheduled for Improvement., within 6 months of complt:lion of rouElh grading. b. A potential ermion pnJbl,m "' detennined by the City. c. Identified by the City., highly visible areas lo the public or have special conditioll$ U1al wamnt immtdlate lrtalmenl APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. BUIL TH P.E. __ _ EXP. ___ _ DATE REVJEVED BY• INSPECTOR DATE t----t--+-------------1---l---l---l--1 ~ CITY~[GO~P~~~~BAD ~ . ,~r "l"'t1P- POINSETTIA SHORES ASSISTANT DA TI: INITIAL (N()IN£ER OF WORK REVISION DESCRIPTION DTH[R APPROVAL CITY APPROVAL OWN BY: CHKD BY: __ _ RVWD BY• PROJECT NO, C, T. '!:J4--(JC;, DRAl'i1NG NO. 857-1-L C,M. W .0. 9& ~7501