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HomeMy WebLinkAboutDWG 334-9L; CT 90-04; TIERRA SANTA FE; L1-L38CLIENT: 5962 La PLACE COURT, SUITE 250 CARLSBAD, CALIFORNIA 92008 (619)431-1211 PROJ.ECT: CT-90-4 CARLSBAD, CALIFORNIA SLOPE PRODUCTION LANDSCAPE, ARCHITECTURAL PLANS VICINITY MAP: NOTTO SCALE PACIFIC OCEAN \ PALOMAR AVL 0 2 /SITE ~t CMNo LOS COCHES Jlrk-~o E. L ()14,,"<-" " OLl)JENHAIN ROAD ) SITE MAP: NOT TO SCALE CORTE VIOLETA --. ! "-.._ SITIO CALMAR AVENIDA OBERTURA OLIVENHAIN MUNICIPAL WATER DISTRICT RECLAIMED WATER SYSTEM APPROVAL APPROVED BY: BOYLE ENGINEERING CORPORATION DISTRI 'S CONSUL TING ENGINEER it ___ 5j~CJQJ:::g!1_:~_7 325 ID~T~ JOB NUMBER APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS. ENGINEERING PLANCHECKER: -.... -.. 13!~1 FORSUM/SUMMERS & MURPHY, INC. ~4118 COAST HIGHWAY DANA POINT, CAU!--ORNIA 92629 (714) 443-14% LANDSCAPE ARCHITECTS ~---------------------------~ SHEET INDEX: COVER SHEET TITLE SHEET FENCING PLAN FENCING PLAN FENCING PLAN FENCING PLAN FENCING PLAN FENCING PLAN 1/8" GRADING & LAYOUT PLAN 1/8" GRADING & LAYOUT PLAN 1/8" GRADING & LAYOUT PLAN CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION NOTES IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION LEGEND & NOTES IRRIGATION DETAILS IRRIGATION NOTES L-1 L-2 L-3 L-4 L-5 L-6 L-7 L-8 L-9 L-10 L-11 L-12 L-13 L-13A L-14 L-15 L-16 L-17 L-18 L-19 L-20 L-21 L-22 L-23 L-24 L-25 L-26 L-27 L-28 L-29 L-30 L-31 L-32 L-33 L-34 L-35 L-36 L-37 L-38 TREE & GROUND COVER PLANTING PLAN TREE & GROUND COVER PLANTING PLAN TREE & GROUND COVER PLANTING PLAN TREE & GROUND COVER PLANTING PLAN TREE & GROUND COVER PLANTING PLAN TREE & GROUND COVER PLANTING PLAN SHRUB PLANTING PLAN SHRUB PLANTING PLAN SHRUB PLANTING PLAN SHRUB PLANTING PLAN SHRUB PLANTING PLAN SHRUB PLANTING PLAN PLANTING DETAILS PLANTING NOTES 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, ANO THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD, OLIVENHAIN MUNICIPAL WATER DISTRICT AND THE COUNTY OF SAN DIEGO, DEPARTMENT OF HEALTH SERVICES 1$ CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS 1IIE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN. WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. BY PATRICK MmPHY DATE 12-21-93 •--••-~•~n~n•n . ~••-••'"•-••••• •• ••~••,. •oru .,.., ""' . PREPARER (,,•£'4·'14 I <>>'-------' ,-.. ··-... fil ~-""~-161~1,¢,,.,,,_,_,., 4""' _,..,,,'""1 ra>,__t,>JcHc -0,.0,CC~IJ . DAT£ INl1lAL D"Tt: INITIAL F_NGINEER Of WOl'K REVISION DESCRIPTION ·OTHER APPROVAL GENERAL. NOTES: , THE CONTRACTOER MUST NOTIFY THE CITY PLAN CHECK CONSULTANT (619) 438- 1161 EXT. 4221 72 HOURS (THREE WORKING DAYS), PRIOR STARTING CONSTRUCTION • THE LANDSCAPE AND IRRIGATION CONTRACTOR IS TO VERIFY EXISTING P.S.I. AT JOB SITE PRIOR TO INSTALLING LANDSCAPE IRRIGATION SYSTEM. VERIFICATION SHALL BE MADE WITH THE APPROPRATE WATER DISTRICT. 0 All REDUCED PRESSURE BACKFLOW PREVENTERS SHALL BE TESTED AFTER INSTALLATION, RELOCATION, OR REPAIRS BY A CITY APPROVED CERTIFIED TESTER. CALL (619) 438-0218 FOR A LIST OF CITY APPROVED CERTFIED TESTERS. DEVELOPER/OWNER IS RESPONSIBLE FOR SUPPL YING A COPY OF THE TEST RESULTS TO THE CITY DEPARTMENT OF UTILITIES AND MAINTENANCE, 405 OAK STREET. , THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING BUILDING AND PLUMBING PERMITS PRIOR TO COMMENCING WALL CONSTRUCTION AND IRRIGATION INSTALLATION, RESPECTIVELY , IRRIGATION SYSTEMS FOR INDIVIDUAL PARCELS SHALL HAVE POINTS OF CONNECTION FOR THE SYSYTEM BETWEEN THE WATER METER AND WATER SERVICE RISER INTO BUILDING AND AHEAD OF ANY WATF.R REGULATING DEVICE INSTALLED FOR BUILDING. ll ,~1ws~,,, "AS BUILT" "-.._~<.:. -f,j>Cl ff ~•t,:,,t ,_ t,i .. ~ ..P. ~ .. t '-' ~~ -RCE EXP DATE,,, .. , ,fr \, • • ,}.. /4 REVIEWED BY· "it or cAI.I'~ INSPECTOR DATE 4fti1'14 r,e !SHEET] CITY OF CARLSBAD IISHEETSI ! L-1 PLANNING DEPARTMENT 39 . '-o -'-r-, ·• •• ••• n-•--•• ••-· • ·• TIERRA SANTA FE PE 2.93.15 CT 90-4 • HOP 89-50 APPRQV£0 /j, (;,,. -,:W/,7. I .. ,, /J 1'\PR J l ·1994 ASSISTANT PLANNING DIRECTOR DATE rw-l I -· 7 OWN BY: rRAWING NO. D"Tt: INITlAL CHKO BY:-~-~,~,, CT 90-4 334-9L CITY APPROVAL RVWO BY: ' ; L- 93.309 jOB #770()09@ GENERAL NOTES BECL AIMED WAIEB NOTES 1 2. 3. 4. ALL WORK SHALL BE OQNE IN ACCORDANCE WITH THE City Of Carlsbad RECLAMATION RULES & REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS· DATED OCTOBER 1993. ALL PUBLIC FACILITIES SUCH AS COMFORT STATIONS, DRINKING FOUNTAINS. ETC, SHALL BE PROTECTED FROM SPRAY BY RECLAIMED WATER. NO PONDING, RUN-OFF OR OVER-SPRAY IS PERMITTED. HOSE BIBS ARE STRICTLY PROHIBITED. 5 ON-SITE CROSS-CONNECTIONS BETWEENS RECLAIMED WATER LINES AND POTABLE WATER LINES IS STRICTLY PROHIBITED. 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF TI-IE' City of Carlsbad. 7. 9 10 1 1 . 12. 13. 14. 15. 16 17 18. ,It 19 20 21 25 ALL ON-SITE PIPES SHALL HAVE WARNING TAPE PEA City of Carlsbad RULES AND REGULATIONS. TI-IE IRRIGATION SYSTEMS SHALL AUN BE"IWEEN THE HOURS OF 10:00 P.M ANO 6'00 A.M. THE FOLLOWING MOANING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME) WITH QUALIFIED SUPERVISORY PERSONNEL ON SITE. PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPING. PRIVATE LOTS SHALL BE PROTECTED FROM CONTACT FROM RECLAIMED WATER, WHETHER llY WINDBLOWN SPRAY OR BY DIRECT APPLICATION, TI-IROUGH IRRIGATION OR OTHER APPROVED USE. LACK OF PROTECTION. WHETHER BY DE:SIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. CONTRACTOR SHALL ADJUST HEADS TO PREVENT QI/ER-SPRAYING ON ALL SIDEWALKS, STREET, AND PRIVATE LOTS. OUICK COUPLING VALVES SHALL HAVE A SPECIAL COUPLE KEY PER City of Carlsbad RULES AND REGULATIONS. METERS SHALL BE SIZED BY THE Cily Of Carlsbad ALL IRRIGATION PIPE SHALL BE STENCILED, COLOR-CODED (PURPLE) AND LAil WITH WARNING TAPE PEfi°THE City Of Carlsbad RULES AND REGULATIONS. ALL POTABLE WATER AND RECLAIMED WATER PIPING SHALL BE INSTALLED WITH TI-IE STENCILING ORIENTED TOWARD TI-IE TOP OF THE TRENCH. WHEN A POTABLE WATER·LINE AND RECLAIMED WATER LINE CROSS, THE RECLAIMED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET·FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECLAIMED WATErt MAINS MUST BE MAINTAINED AT ALL TIMES TI-IE POTABLE LINE MUST BE INSTALLED ABOVE THE RECLAIMED LINE. A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES. OEVELOPERICOtlTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE City Of Carist>ad ENGINEER AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF HEALTH SEAi/iCES PRIOR TO ANY USE OF RECLAIMED WATER QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING: A. QUICK-COUPLING VALVES SHALL BE 1 INCH NOMINAL SIZE NELSON #7645. WITI-i BRASS CONSTRUCTION ANO A NORMAL WORKING PRESSURE OF 1 SO P.S.I. OR RAINBIRD #44NP. B IN ORDER TO PREVENT UNAUTI-IORIZED USE, TI-IE VALVE SHALL BE OPERATED ONLY WITI--1 A SPECIAL COUPLER KEY WITH AN ACME THREAD FOR OPENING ANO CLOSING THE VALVE. C. THE COi/ER SHALL BE PERMANENTLY ATTACHED TO THE QUICK- COUPLING VALVE IT SHALL BE PURPLE RUBBER OR VINYL. 0. LOCKING COVERS ARia REQUIRED. AN ANNUAL CROSS CONNECTION INSPECTION WILL BE DONE BY EITI-IER City of Cartsbad OR SAN DIEGo COUNTY DEPARTMENT OF HEALTH SERVICES COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. DEVELOPER SHALL SHOW THE LOCATION OF R.C. SIGNS "00 NOT DRINK" ON THESE PLANS. AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRITING. TI-IIS INOIIIIOUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITI-IIN TI-IE PROPERTY, WITI--1 THE BASIC CONCEPTS OF BACKFLOW/CROSS CONNECTION PROTECTION, AND THE SPECIFIC REQUIREMENTS OF A RECLAIMED WATER SYSTEM. COPIES OF TI-IE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROI/IOEO TO THE SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES ANO City of Cartsbad'- IN CASE OF EMERGENCY CONTACT MARK ROHRLICK@ (619) 431-1211 (FILL IN) (NAME) (TEL. NO ) on AFTER HOURS CONTACT }•l~RK RQHRLICK @ (619) 431-1211 (FILLIN) (NAME) (TEL. NO.) ITEMS NOS. 8, 19 & 23 SHAil. BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECLAIMED WATER ITEM NO. 22 THE SIGNAGE PLAN SHALL BE A PART OF THIS IRRIGATION PLAN BUT THE ACTUAL SIGNS & TAGS Will BE INSTALLED JUST PRIOR TO THE ACTUAL USE OF RECLAIMED WATER. SHOW ALL PUBLIC & PRIVATE POTABLE WATER MAINS ON IMPROVEMENT PLANS. I BLACK l.090 PURPLE BACKGROUND I I" BLACK L[TTE RS WA11NING RECLAIMED WATER DO NOT DRINK (N. T.S.) RECLAIMED WATER AVISO -AGUA IMPURA NOTOMAR ---------------------\.---------1--__J ___,._ 1:;111) 1~ .. X JG Oi,O AH.';; 1'1 /\~;JIC (lll STICK-ON 'c·liFI :,I( ,N'.> ,'\I'.,( l ,:' It) Al UM!NllM ?" BLACK LET ffr,s 1" BLACK LETTlRS FUTURE RECLAIMED WATER IRRIGATION SYSTEM SHEET TITLE SHEET NUMBER TIERRA SANTA FE TRACT 90-4 CARLSBAD, CA SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECLAIMED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-1/2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. I. GUIDELINES FOR RECI AIME P WATER llSE 1 2. 3. ... 5. IRRIGATE BElWEEN.THE HOURS OF 10:00 P.M. AND 6:00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLYWITI--1 QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHAUL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. IRRIGATE 11\j A MANNER TI-IAT WILL MINIMIZE RUN-OFF, POOLING AND PONDING. TI-IE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF TI-IE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITI--1 THE LOWEST SOIL INFILTRATION RATE PRESENT. TI-IIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF TI-IE AUTOMATIC CONTROL CLOCKS. (IE , EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT Will PROMOTE MA¥IMUM SOIL ABSORPTION). ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. MONITOR ANO MAINTAIN TI-IE SYSTEM TO MINIMIZE EQUIPMENT ANO MATERIAL FAILURE. BROKEN SPRINKLER HEADS. LEAKS, UNRELIABLE VALVES. ETC. SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE Pfi£S£NCE OF RECLAIMEC> WATER. PERSONNEL MUST BE INFORM::D THAT R.C. WATER IS MEANT FOR 1'6?I. PURPOSES ONLY, ANO IS NOT APPROVED FOR ORINK!NG F\.RPOSES, HAND, TOQ., WASHING, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPING INDUSTRY, IT IS IMPORTANT THIS INFOR- MATION 8£ DISSEMINATED ON AN Al.MOST DAILY BASIS. IT IS ~1"911!1JON ~T Ane)A J:l.eMENTA/'11 f!CHO!ll Wrtl+1~G~1°Jf'1~ ~i~~A~ff JH$dJR~. FOR COATE VIOLETA --.. II 6. 7. 6. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO. AND APPROVED BY. THE DISTRICT'S ENGINEER AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WTTI--1 IDENTIFICATION TAGS. A. B. TAGS SHALL BE WEATI-IERPROOF PLASTIC, 3" X 4" PURPLE IN COLOR WITH THE WORDS "WARNING RECLAIMED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE. AND "AVISQ -AGUA IMPURA-NO T(JMAW ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQU"L. ONE TAG SHALL BE ATTACHED TO EACH 1/ALI/E AS FOLLOWS 1. 2. 3. ATTACH TO VALVE STEM DIRECTLY OR WITI--1 PI..ASTIC TIE-WRAP QB ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP Qll ATTACH TO V.LI/E COVER-WITH EXISTING VALVE COi/ER BOU. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECLAIMED WATER SPRINKLER HEADS. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITI--1 A SIGN BEARING TI-IE WORDS "RECLAIMED WATER USED FOR IRRIGATION" IN ENGLISH ANO SPANISH, WITH BLACK LETTERS 1" HIGH ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED so THAT IT CAN BE READILY SEEN BY mY OPERATIONS PERSONNEL UTIL21NG THE EQUIPMENT INSPECTION PROCEDURES 1. QD'cae:uvnot H-YfScIN + Sttftl I M'd IQF· "· 8. L.OCATrlN Of PPE L.NES. lRENCH llEPIH. Al':QUlti) 5EPNWDN (K)RllONTM.I.Y ""° IIERT1CAI..I.Y). PPE IJENTFICATDN. ~-~----~~--~-----~ C. D. E. F. G. PONTS-OF.aJNNECTION Cl'()C'S). WARNING RECLAIMED WATER DO NOT DRINK I AVISO -AGUA IMPURA I NOTOMAR i --,__ __________ __, 113·· X 1 e·· SIZI:: DIG ALUMINUM .. 060 ABS PLASTIC OR STICK-ON VINYL SIGNS. 2. 3. LOCA110N ANl IDENTIFICA1ION Of' SPIW>ll<I.Ell HEAOS. w-.SIGNSATTl£SITEANlON T1£1RJO<SHAIUtG REQ a.e,=n WAU:R(~ AEa.AMED WA~ IS USED R»I OONSlRJCTDf), AN APPFDW. LETTERfEGN.»WG TIE NSPECTJ:»I OF TtE PflOJECT SHALL ee arrAIEI) FROM TIE crrv MIO DIS1RICT, NllJ IE FORWND:D TO THE COUNTY tEAl..lH IEWnliENT ~ TO FINAL NSPECTDN >,PPAOVAL Ql5JBICT FNM, lffffGJPN $tW I NCf I Of• A. 00\IEFWlE ThST, AFTER C<U'lERJN Of' Tl£ SPRN<U;R SYST!:M. TO llETEW Tl£ ADEQllit.CVCF CCNEfWaE ON n£ N'PRJYED USEN>EA ...0 P!IO'IEC1ION Of f,SIEMNOT APPROIIED FOA RECEIVING RECIAIIED WATER. a. WAPllll«l SOIS ANO I.A8ELS C. WICK COUl'l.f«l VAI.IIES. D. ALL ASPECTS OF lHE mlGATlOtl OONIJITTlNS INCI.UDIKl 'NNJII.OWNSPRAY, RJt«FF, AND POM)li«i. E. AeQlJIFl;:D PflO~ff"JN CE ALL FESIJENTW.. N'EAS. F. flEQJIIED P!l01EC1ION OF WEU. STf£AM8. AESEll~TC. G. cnosscorwECruit ANNUAL NSPECro. SHAU. IICl..lOE.: A CCMPtETE ltm eel UN..,. SHOlA..D COVER PARTS A. 8 AN:> G OF lttE DiSTRICT FliW.. NSPECTION. (PRIVATE) 92009 I SITIO CALMAR I I ~ CORTE ESPLENDOR CARLSBAD MUNICIPAL WATER DISTRICT RECLAIMED WATER SYSTEM APPROVAL 1 ~2 / /": --6-l P1;:. (.ff~ E(:8 COATES DISTRICT EM:iINt:ER R,C,E. 19928 J/10/q4- DI\TE DECLARATION Of RE$PPN$1BLE CHARGE: 11 IEREB'f DECI.NE THAT I /ltM ll£ UCENSE0 DESIGNER OF WORK RlR THIS l'RJ.l':CT, THAT I HAVE EXEFCiSED RES!'ONSD.E Cl™ 0\/ER 11-E DESIGN OF THE PROJECT ltS DEF1NEO IN SECTION 671D OF TIE BUSltESS ANO PROFESSIONS CODE. AND THAT ll-E DESIGN.IS a:»ISISTENT WJrn ~NT STmDAADS. I UNDERSTAND THAT THE-CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD, OLIVENHAIN M.WD. ANO THE COUNTY OF SAN DIEGO, DEPARTMENT OF HEAL TH SERVICES IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME. AS THE LICENSED DESIGNER RESPONSIBILITIES FOR PRbJECT DESIGN. OF WORK, OF MY lMESli PLANS HAYE BEEN PREPARED IN SU8STANTIAL CONFORMANCE WITH THE APPROVED lANDSCAPE CONCEPT PLAN. WATER CONSERIIAlON PLAN, FIRE PROTECTION PLAN, NE AU CONDITDNS ClF APPROVAL RELATED TO LANOSCAPNG. ev:.PATRICK MURPHY DATE: 12-21-93 Preparer REVISIONS MUST BE APPROVED BY THE PUBLIC HEALTH ENGINEER, TITLE SHEET L-2 IRRIGATION LEGEND & NOTES L-22, L-24 IRRIGATION PLANS L-16, L-17, L-18, L-19, L-20 L-21 IRRIGATION DETAILS L-23 ONCE RECLAIMED WATER BECOMES AVAILABLE, TEMPORARY CONNECTIONS BETWEEN POTABLE WATER MAINS AND RECLAIMED WATER MAINS MUST BE SEVERED. THERE WILL BE NO RECLAIMED WATER ENCROACHMENT INTO PRIVATE LOTS. ------- ············ 0 LEGEND EXISTING POTABLE WATER SYSTEM PROPOSED RECLAIMED IRRIGATION SYSTEM TO REPLACE EXISTING POTABLE WATER SYSTEM PROPOSED AREA OF RECLAIMED WATER USE POINT OF CONNECTION, BACKFLOW PREVENTION & WATER METER IRRIGATION CONTROLLER LOCATION/ DESIGNATION GATE VALVE ® 'DO NOT DRINK' SIGNAGE PROJECT BOUNDARY LIMITS RECLAIMED WATER NOTE APPROVAL OF THESE PLANS FOR CONSTRUCTION OF A RECLAIMED WATER SYSTEM, AS EVIDENCED BY THE SIGNATURES OF THE AUTIIORIZED REPRESENTATIVES OF TI-IE CITY OF CARLSBAD (CITY), THE CARLSBAD MUNICIPAL WATER DISTRICT (CMWD) AND THE OLIVENHAIN MUNICIPAL WATER DISTRICT (OMWD) WI11IlN lHE BOUNDARIES OF lHE "VISTA SANTA FE" SUBDIVISION (CT 85-9) AND ADJACENT PUBLIC ROAD RIGHT-OF-WAYS NECESSARY FOR THE CONS1RUCTION OF THE RECLAIMED WATER SYSTEM, SHALL NOT BE DEEMED TO BE A W AIYER, ACQUIESCENCE, CONSENT, ACCEPTANCE OF DECISION CONCERNING THE AUTIIORITY OR RIGIIT OF THE CITY, CMWD OR OMWD TO SERVE RECLAIMED WATER WITHIN THE BOUNDARIES OF "VISTA SANT A FE" CITY CMWD AND OMWD HA VE APPROVED lHESE PLANS SOLELY FOR THE PURPOSE OF ALLOWING CALIFORNIA PACIFIC HOMES TO PROCEED WITH lHE RECORDA TION OF lHE FINAL MAPS FOR VISTA SANTA FE AND CONSEQUENILY THE CONS1RUCITON OF THE RECLAIMED WATER SYSTEM. tf-11-'lf Date "AS BUILT" I ~ /13/3/ EXP~ IJ ---- 7-11-95 RE111EWED BY: CITY ENGINEER, & DISTRICT'S ENGINEER PRIOi1 TO IMPLEMENTATION IN THE FIFLD ------------- INSPECTOR DATE TIERRA SANTA FE CT 90-4, HDP 89-50 {)A TE INITIAL F.NGINE[R Of" WOR~ REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL O'lllEII APPROV"1. QTY APPROV"1. OWN BY, l I l .'f"~ e,H/' CHKD BY: . · , , . : . CT 90 4 RVWD BY: IL. - 93.309 JOB #770009 CE_!) ---1~~~~ FORSUM/SUMMERS & MURPHY, INC. 34118 COAST HIGHWAY, DA-NA ,ONT, CAUFOl<NIA 92629 (7141 496-<,111 LANDSCAPE ARCHfTKTS STABILITY FILL --~ ...... -, -·- ~ ~ L. . J'." t . I '> \. r-"· . > -., ' ,-"' ;\ "' ,.1. ·, ., '>( ~ ~ q 'ti . ' ,;-- :r: VI .... .... VI ' • ' "" . ? -. _,_. _,. ,· -,:-- '· \ ; . I . -' (.) LI.- I '-.)I LL ;?i' ·S• I -·----- I I I ;? ' 811 ,· (,_) L_, .,,..l ' --\ I ,' (__) ~ \ q -< "\ <" ' .s>o • --- ,-:, .., V ... 105 ' dd/h ·M/tin:rnJibt~~;~~~i} .•A-,~-,\ :;\Pl«~--\ -~ CALLE ACERVO -· '\' ,., ' r...;w" ,-.. ! 0 ,. ~ SEE SHEET L-9 FOR MONUMENT GRADING AND LAYOUT. APPROVED FOR PLANTING AND ' IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS NORTH SCALE: 1" =30' -0" JO 0 JO ~---t:: \ MATCHllNE SE~_~g-r l-7 KEV MAP N.T.S. 60 i :oo 1 4' ··---7'·~~ 8\J 'fRE ';S KE v -- SOUND WALL EXISTING 18" RCF _./ / ~110S C~p ,(/,# 6'.,-.0' ("} ,,, . ~ , i ' , , J i I . . j I ' , I I I I I ' j I I . I . ·-. tr ( 1 ., i ' I 01 fP I ... ~., I \cl I I / ;t-,. •• • J ' I ., , I i ' I ,/ , ' ' ' ' I ' ' i ' ' '. ' ' I -·-:~t1i ' i j I • I / 1 i • r i ' I IRON VIEW FENCE . ' 6''x6"· REDWOOD KING POST MASONRY PILASTER MASONRY WA~L FENCING LEGEND ••••••••••• IRON VIEW FENCE @ • ---- ■ 6" x 6" REDWOOD KING POST@ MASONRY WALL @ ~ MASONRY PILASTER ~----.~-..,....,,.-, ~ ~ FENCING PLAN FOR: TIERRA SANTA FE CT 90-4. HOP 89-50 ASSISTANT PLANNING DIRECTOR DATE l--=-:..-----1i-=~+"...__--------------+-=-:c=--t-::-::=:-:-+-=-:c=--t-:=:--I OWN BY: '-JU:, PRo..E:CT NO. DATE INITIAL 1-'D_ATE...c....__._lN_TI_Al-'---l~DA_TE_...._IN_ll_Al--t CHKO BY: f£..l"'\M CT 90-4 ORA.WING NO. 334-9L ENGINEER Olf WOAK REVISION DESCRIPTION llTIO M'P111JVM. CITY APPROVAL FlELD BK: 93.309 JOB #770009 \ \ I I:. I I I g AVEMDA OBERTURA r ! i-< : ? 4 ., 1 ' ''1 3+00 , I ·' -~ I ) C:;' - .. • \ ' \ Q' I ~· ,. ' I- t,/::,, ,'.,"' . ' ·1 I h) -. ' ' I / r,, ( ' - ~ \.{ I t '._) (''-I ":;:,- ,-..-·} CD ' \,c j i ,.,.., ' I.I.I w ,.,.., I.I./ I z, ' -, ..JI ::c I ~· < ~ • ~ IJ6 88 ' L J,tt};' SEE SHEET L-11 FOR MONUMENT GRADING AND LAYOUT. __ __, a' '· ,I I 0 u V)_ -..J <C -I.I.I ..J ...I • <C , u, ., •• -¥ 2,00 APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS. ; ' - .)</ < '•::,~!,ij + CORTE ESPLENOJ ) 4 f· 0 . cl' ,;, "' ' ' • ~ ·, . -,. '· ,. 1 CAllE BA.RCEtONA NORTH SCALE: 1"=30'-0" .30 0 30 60 j j ' ----- IRON VIEW FENCE 6"x6" REDWOOD KING POST I t" \ \ li'-.FT =iw ~ :.-. I -•- J ,,./ ~ __ , ,.:(' ~- 1 j 0 KEY MAP N.T.S. I ,' (.,, 'l. I(" ~ ai: t; -, MASONRY PILASTER MASONRY WALL ~-;h', -('>(""'.°' ,f ,, <C ( i • I~-'(, r. I.I.I -~~--~,II/Ir..,.,..,,..,,._ --1 -' I -' 0 Signature - .. -. ·~~~· FORSUM/SUMMERS & MURPHY, INC. 34118 COAST HIGHWAY. DANA POINT, CALIFORNIA 92629 (7141 -111 LANDSCAPE ARCHITECTS ' , \ / FENCING I EGEND IRON VIEW FENCE @ 6" x 6" REDWOOD KING POST@ ? ..-.-.-.-... MASONRY WALL -----1---,-1,;~-I-,,-+ ............ • • ■ t-----t-------,i--------------+----+---+---+-----1~ c ITYPLA2~ ~~~lN~ BA o ~ ~ FENCING PLAN FOR: TIERRA SANTA FE CT 90-4, HOP 89-50 ASS DATE l-~;c-ll-::-::=-+'.t,,l,.----------------1----l------ll------+---I OWN BY: DA 1E INITIAL DA 1E INITIAL DA 1E INTIAl CHKD BY: ENGINEER or WORK REVISION DESCRIPTION 1-0-T_HCR_N'PRIIV~-AL--if--0-TY-...-o_.___v_Al_. L.Fl_E_LD_BK_: __ __, ~-C_T_9_O_-4_~ DRAWING NO . 334-9L ) 93.309 JOB #770009 ' l c3 ~ 0 Q.. -I.I.I -I -I 5 • ' ' l J , - / I/ / ---·----/ / t Q"?' ',_J~ '❖q #/, #',~~~, r:::;i -,;)P,;. -I -.H '\, --.,_ / I~ .:i,-( r"-J ,j'.' I \ ' \ I \ 1 \ \ \ '- -6 ' t... \ ..,, " -!' \ I CORTEVldL~A:\' \._ - ("'l.l / ;\ // ~~ / / "' .. I ,, .._'i-) ,, ·~--- -1'-: > i •i'-,/0 I l, SEE SHEETL-1OFOR MONUMENT GRADING AND LAYOUT. ---•-~.__, 1----NOTE: 4' WIDE SELF CLOSING IRON MAINTENANCE GATE W/LOCKABLE LATCH_ ------NOTE: TIE IRON FENCE INTO EXISTING SCHOOL FENCE. t ' I i ' / I.I.I t 2 :1 F1 \/C ~ I.I.I -~ '., I --z I.I.I IJ. ' ( ) I ! :y 1 ) : t• I '.X: r : / ' I ~ -i :i 'h, u : i b()" I i NORTH . ' h~ •:Y APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS. SCALE: 1"=30'-0" .30 0 .30 60 ~-----L: I -'f ~ ..... 0 ,,., N MASONRY WALL 6"x6" Signature --\ 00 Ot \ NCE ·"' _,. DWOOD KING POST ' I I '"'1--1 _<) "' i ;:, I -, I ~/ I I ., i ' EC .,. 9+86 . .30 240_41 I I i I I MASON RY PILASTER _I I / / / I \ \ \ i \ ............ • FENCING LEGEND IRON VIEW FENCE 6" x 6" REDWOOD KING POST @~ •w=_,._,. MASONRY WALL @ • MASONRY PILASTER @ -~., /_t-'-- -- .':.• ,I :)( f ' ,_ --::--=--=--=--=--=----=-_-_-_-'::-~;::=====================--=jl -·--Jlll■■Jllllll!!l!l!'I LJC!:l'□□□ ,~\"./ ' FQRSUM/SUMMERS & MURPHY, INC- •,1· \ ' \ J4118Ca,Sr HIGHWAY, DANA POINT, CALIFORNIA 92629 (71414%,6,111 , ~ f. · LANDSCAPE ARCHITECTS --- KEY MAP N.T.S_ ~ CITY OF CARLSBAD I SHEE!S I 1-----t-------1-------------------t-----t---+-----t----1 ~ PLANNING DEPARTMENT 39 l---+--1--------------+---+---t----r------i DATE INlnAL 0/11[ INITIAL IJA TE INITIAL ENGINEER Of' WORI( REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAi__ FENCING PLAN FOR: TIERRA SANTA FE CT 90-4, HDP 89-50 ASSISTANt DWN BY: -..lco PROJECT NO. CHKD BY: ~M FIELD BK: CT 90-4 93.309 DATE DRAWING NO. 334-9L JOB #770009 ' FORSUM/SUMMERS & MURPHY, INC. 34118 COAST HIGHWAY, DANA POINT, CALIFORNIA 92629 (714) 49Hlll LANDSCAPE ARCHITECTS \ \ / ...... ,. l«J;:,- 9 7 Qi9?; ··---............. ,, ...... I I JJo· APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS. TYPE "B" \ INLET I , 0 0 , I , ,, , , ,, I I I I I I NORTH SCALE: 1"=30'-0" 30 0 30 ~ M illll --1 1 a, "' "' "' 60 i j I ' I -I< I."" ~~' ~ ' ·, MASONRY WALL IRON VIEW FENCE 6"x6" REDWOOD:K!WG POST , KEY MAP N.T.S. FENCING LEGEND IRON VIEW fENCE • 6" x 6" REDWOOD KING POST@ -----· MASONRY WALL A ~ • MASONRY F'tLASTER ~-------iW----,-~x--i ~ ------ I,, ' · 1r) ' I l------+--1----~-------------t-------t----1----1--------t~ C 1rrLA£>! DE~!~E~: BAD DA TE INlllAL DATE DATE INTIAL ENGINEER OF WORK REVISION DESCRIPTION IJT\£R ~AL CITY APPROVAL FENCING PLAN FOR: TIERRA SANTA FE CT 90-4. HOP 89-50 DWN BY: ,jC&? PROJECT NO. CHKD BY: P4"1~ CT 90-4 FIELD BK: 93.309 DATE n DRAWING NO. 334-9L JOB #770009 ... ...- I 66 I \ I -·~ ~~~~ -1 ·:t i I I 1 1 ("·'·-·-·-· ···-· ! 746 1 FORSUM/SUMMERS & MURPHY, INC. )4118 COAST HIGHWAY. OANA POINT. CALIFORNIA 91f,19 (7141 49M111 LANDSCAPE ARCHITECTS li • ~. -·· ___ ........... ~···~---- 70.91' DA YLIGH r FILL-1 j i I ! . I 57 \.~o ~ TYPE "8" l~Ll: T · ·' .•.{ 22crs l •"•• .,.,-•-,•-'"m.........,... ... ......._,J 64 i I f i 62 5.,,-- I i..J {146 51 , 1 02.' .... f ~i N6a·ss·o7"r ·---·-~-~·--------~· i /,/ 58 I · I -· ... -.... _ .. , ..... , .... , ' , 81" . ------~ 180 00 :_........_.....,. ' I ..... : DO%. + -&-... - 8 (""· ,,_ ......... ~ ... --, L .. 222 3.J APPROVED FOR PL.ANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS. /-BUTTR[SS KEY -' I / I 290 15 /1 .3 ..,. SEE DETAIL '/,•., HEREON ,· .11 i.~,,---- 1:.....--· ,--........ ~·-··. " '. .. ·~·- ! ., NORTH SCALE: 1"=30'-0" 30 0 30 ~ 1 I .. t ' l'.?l',. L . ' ................ .......... 60 NS ·11 ·44"E 8486' ........ ........... .· }20() 210 ............. _ .. 4 +-,. u 90 .... ./.iJ,.. . ... 180 • ••• ~. ······• ••• .. .. •• ..... •• ... ... i . , '\ \· \ ' ' ' ' ' 6"x6" REDWOOD KING POST IRON VIEW FENCE ........... • FENCING LEGEND IRON VIEW FENCE MASONRY PILASTER ---+-@,-11;,_...-i !il.:"'.l'"' --__ , --- .a.-:.. .. -:. .... .:;;-:.,-.;. ~~=-:::=. KEY MAP N.T.S. ~rwumtr. --- ~ CITY OF CARLSBAD ISHEETSI 1---+--~-----------------+---+---t---t-----t ~ . PLAPIIIING DEPARTMENT 39 1---+--~-----------------+---+---t---t-----t '-~\IDSCAp ~ E"r1. l....r . q_~ :;,:;? ~ ~-"-<; ~~ "' ~ Signature OA TE INITIAi. DA TE INITIAi. ENGINEER Of WORK REVISION DESCRIPTION OTHER -VAL DATE INITIAi. CITY APPROVAi. FENCING PLAN FOR: TIERRA SANTA FE CT 90-4, HOP 89-50 OWN BY: <..J C.O PROJECT NO. CHKO BY: j('..Mt1 FJELD BK: CT 90-4 93.309 APi~ , l 1994 DATE ORAIMNG NO. 334-9L JOB #770009 -·~ -~~~ FORSUM/~UMMERS & MURPHY, INC. 3-4118 ((>AST HIGHWAY, DANA f'OINT, .CALIFORNIA 92629 (714) 496-6111 LANDSCAPE ARCHITECTS 15' STORM DRAIN EAS(MENT \ 'ts I ~ •-L.,c •. ,, /··., I 1.-.::8_~-- ·• .. , '\,/ • EX 10' SEWER EASEMENT DOC. 89-187733 REC. 4/11/89 189.00' LOT 8 't . '.. ~-!":-.:r::~~ !, ---,.,-r \ 'I .._,, / ·, ,..,_ '"'--~.:. 4. ! • • ·-s, '• ' ) _,,.. · I • " C' ' N_ ' i •• i ---' ,,. ---,. ------A ..,..-=, ~ ' ' SUBDIVISION BOUNDARY . / ') "' '··<! ~-~·o_ :: \ I I~ .f "' ,;,, "' I I -~ -· 190 l --i i. •, <:' ),( _ _; ~ r ~ ',-' '..); ,. ' -,. ' t,~ I a) . ' ---·-BUT TR[':,;, KF Y ' / c~ ,.~(} ~~:,-,. r -- ' r i ( ."--.... .?4"":_ ,~ j I I g AVENIDA Nll3VE[ , l ·' r • ' "\ ... . ' • \'~ \ FT ·>' ~ <"'/:)-("''.~ ~----.':'"\ I; I --~--- . I MAT ' .. HLINE SEE Stiff T l~6 APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS. NORTH SCALE: 1"=30'-0" .,o D 30 -::::s-- I . '. I . , I I --1 60 r ........ I 1 I I ' ] ' I r / • : I I , I 1, I -~' ! IRON VIEW FENCE 6"x6" REDWOOD KING POST i ~ [~ •• .., -f 00 ,_ g . ' I,-, . . I 0 '. C <'. Qt -00~! Ii: < -I' ;,. -- ._\ i' f I l FENCING LEGEND •·••••••••• IRON VIEW r:;ENCE • 6" x 6" REDWOOD KING POST @ .-.-_._._... MASONRY WALL @ ■ MASONRY PILASTER @ t;, ~ 1--., ..... .... :i:: ~ ..... ..... ..,,, .... .,;,-.... ~ C .... l --- .:n."1--- 00+2 I f ! I I ·/ I I -..., __ ~ CITY OF CARLSBAD 1----+---1------------------+-----+---+----t------1 ~ Pl.ANIIING DEPARTMENT 1----+----+---------------i--+---+--t----------t ~ ~ FENCING PLAN FOR: ASSISi; TIERRA SANTA FE , CT 90-4, HOP 89-50 1/ .-· APR 1 l 1994 DATE 1----1----_µ~---------------+-=-+cc::-~t-:--=--+-:-:::::c-:-t OWN BY: ,_k:;o PROJECT NO. OATE INITIAi. OATE INTIAl CHKO BY: ,tttr-1 DATE INITIAL DRA~NG ENGINEER OF ""JRI( REVISION DESCRIPTION 1-□-'T-t-c_Rc....N'PROV ..... _AL---1,--a-TY_APPR_.___o_v_AL----il FIELD Bl<: CT 90-4 334-9L 93.309 JOB #770009 ----=-S'-"IG'-'HT LINE -:::;::::=::::::::::::::- MONUMENT WALL CONSTRUCTION TYPICAL SCALE: 1.18" , 1' -O" r·-·. ....... 1un~1 F()RSL,,\1/Sl_l,,\1MEf"(S & .MURPHY, INC LAN()SCA.l't ARCHITECT~ I ii ~-o I 11 12---c'.t' 101-011 LOT 1 225.0 I --Ii) _, \.fl ~ -0 • --j -\.\ \ -~ ~t APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS. 0 fJ) et:: -I.I.I \\ > \ ~ NORTH SCALE: 1/8"=1'-0" 8 D -----I~- \ ~{11 • t,,J ""'. f./1 µ ~o· ~4/V ..,__. ((J ' . '/;:_ ' 0 I 1 - I 1 II -u I r---------. _,, ________ -· --- -------+=-±·· __ •. ----.. ------------ -----.. ---·· I . . ---"" -., --, ----·-··- ---.... , .. ---" - --.. --D,._TI: INITIAL f.J<GINE£~ 0. WORK REVISION DESCRIPTION ' 01 . ~- ' --- i I ---.,...,,, ____ I ' ., o .. n: INI 11"-l OTHER Af'PROVAl LAYOUT NOTES: Contractor shall verify all utility locations prior to beginning any work. Contact Landscape Architect for authorization if modifications are necessary. Contractor shall verify all dimensions in the field and adjust as necessary while maintaining the design concept. Masonry contractor shall coordinate with Drainage Contractor, Irrigation Contractor and Electrician to ensure all sleeves and crossings are provided prior to placing of walls. concrete, etc. Verify with the Project Soils Engineer the need for reinforcing, base materials, presaturation, etc., for footings, etc. All construction shall conform to all local codes and ordinances. GRADING NOTES: Prior to starting work, Contractor shall verify all proposed hardscape and landscape grades in field. Should adjustments be necessary, maintain proposed flow lines and drainage patterns. Maintain a minimum 1.5 % gradient in landscape areas. (1% positive drainage in landscape areas bare minimum) . Grades shown in parenthesis (100.00) have been taken from Civil Engineer's plans . - co~ ]"Pj.._l 4i"f2-lf' wU-oW Tcf' of,;;~\ Tie I rifo f'l~-" ....... "Tt:P- NOTE: CONSTRUCTION WITHIN tHE SIGHT LINE AREA NOT TO EXCEED 30" HT. ABOVE GRADE lll t~llDSQoll'f "AS BUil T" •• :,_'I-~.(l ,g ,.w..,~ ~ {' ~/',,•"""· .. ,/ ,9,f i -l' $ r d:~✓'A ;.A ~ ~ ,oD -----RCE EXP . \ ' .. REVIEWED BY: OATE ~ /4 E OF CJ.I,\\~ ··- INSPECTOR DATE r sr_:~T I [ C IT_~LA21~G ~p~~~~ BA~ j ~~;~~s I __ , - -··-·--------- ~G AND LAYOUT PLAN FOR: I -·-·-·------ I TIERRA SANTA FE --- ---·--I I CT 90-4, HOP 89-50 I ? 1 ' . APPROVE~/? e~-0~,~A~J ASSISTANT PLANNING DIRECTOR -----·-- OWN BY:~ r---------l~~RA'MNG NO --D• TI: INlll"-l CHKD BY: ~ CT 90 4 CITY ,l,PPROVAl RVWD BY: IL . ----I 334-9L 93.309 JOB #770009 i i N/ -"-l ___ SIG_HT _.=.Ll::..,N"'::E :;:::::=;..::::==- ~~ ~g ~E:=$~~~~ ~~ ._______ MONUMENT WALL CONSTRUCTION TYPICAL SCALE: 1/8" , r -o- -------------------------- .... -. •=-1~1 f()RSl 1,\1/Sl 1\.\i'v\[RS & MURPHY INC. I Ai',;l )'-,( /\l'f /\I{( .HITf:CT\ 215.5 ---------/ '\; ~ -------- """-t-'<---- -______________ CAt 1_ f ------~--------..... -0 -' -() -~ -~ - ~ -• ' -~ APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS I.I.I >' I.I.I -z -() \ - \'l ~~ ~ -~ \ ,,,_ t tl NORTH SCALE: 1/8"= 1'-0" j \ \ \ \ LOT 34 215.3 - LAYOUT NOTES: Contrac;tor shall verify all u1iJil¥ .Jo~ons pri.or to. beginning ,my work Contact Landscape Architect for authorization if modifications are necessary. Contractor shall verify all dimensions in the field and adjust as necessary while maintaining the design concept. Masonry contractor shall coordinate with Drainage Contractor, Irrigation Contractor and Electrician to ensure all sleeves and crossings are provided prior to placing of walls, concrete, etc. Verify with the Project Soils Engineer the need for reinforcing, base materials, presaturation, etc., for footings, etc. All construction shall conform to all local codes and ordinances. GRADING NOTES: Prior to starting work, Contro1ctor shall verify all propo~d hardscape ctnd landscape grades in field. Should adjustments be necessary, maintain proposed flow lines and drainage patterns. Maintain a minimum 1.5 % , gradient in landscape areas (1 % positive drainage in landscape areas bare minimum). Grades show~ 1n parenthesis (100.00) ho1ve been taken from Civ~ . ~nginear's plans. NOTE: CONSTRUCTION WITHIN THE SIGHT LINE AREA NOT TO EXCEED 30" HT. ABOVE GRADE . ----- ' --~---- ~ j I 1\ \6 -0 "AS Bull T" RCE ___ EXP ___ _ DATE REVIEWED BY: --, .. ~.-~--------- INSPECTOR DATE I 1 I 1--===:===--i--+-··_ -=---·:-_:_-_:_-=--=--=----······ __ ·· --.. ----·-===:1-=--=------I-·-----+-··----+------ti [r=E1l~ ! l c r~-~~£.r~~kPA1~~N~ l:;~TJ I.---·----+-----1-------------------+-------+----···---- ,_ -·+---+--. -····· ...... --·--------······--·-----.---l----+---------1 GRADING AND LAYOUT PLAN FOR: ···-----l-+---··-···· ------•-----l----1------1---------1 TIERRA SANTA FE f-----+--+--------·· ' .... -------···-·----+----1-----+ .. -. ·····-+----+--·----····--·------,.,.--+--~~----++----_-_---1~~-----_--+-·-------I /, CT 90-4, HOP 89-50 --1------l-----------------··---. --;::· ===::::::-:'=~;=::;:;::===========: ··----+------l---, ---------+---+-+-----+-----t I APPR_£lVEQ, • /·~{/_ . - --· ·--+---~---------·-------1---·-+---t-----+---1 ' ,...J#U:/ / U---"'------~-'-'-"--------------- I-----+--~---------~· -------1---1-------11--~-+---11 ASSi$TANT PLANNING D_. CTOR _ ----DA TE i INlnAL i .. REVISION DESCRIPTIO~·----+--O-ATT--+--INITI•:;;._-+-o-.-n:----1--,N-ITI_AI..______. g:o B~y -~~ ,-----c-; 90. ~4 .. ·· 7-;--;;;G9~0 - '.NGINEER Of wOR• ornER APPROVAL CITY APPROVAL RVWD BY. 1 l-·.-_. l - - DATE 93.309 JOB #770009 t--6 SIGHT LINE --------::::;:::=;=:::::::- '"-1 1,'-,1,<>,'1.-1.-"'-I l~J'i4-r ~$t-[w OHi>( 11'41'1 t,Heer') ,Qi_. I II ,;Z.$---o --------.t'- 1 ii 12---6? lo' -0 11 ~N ~~ ~'fr ~E~=~'d~,,~~~ ~~ ~ LOT 68 240.2 MONUMENT WALL CONSTRUCTION TYPICAL SCALE: 1/8" , 1' -O" / ------------..-:: I II ~-P ... -. l;fl!!!'!!II FORSUM/SUMMERS & MURPHY, INC. ~411 fl ( DA\1 HICHWAY. DANA l"C )I" T, C.ALIH )RNlA 92filg 1714) 4%-b 111 LANDSCAPE ARCHITECTS ' '----= CALLE APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS. B 0 u V') -...I <t'. - NORTH SCALE: 1/8"= 1'-0" 0 4 8 ~~ ... -: ~-j~L ----- 76 -~ ·:-~ I t-----t " (I' 0 -\ " "-.' \ . " A' \ ,,}YI LOT 111 ..... ~ 244.7 BARCELONA LAYOUT-NOTES: Contractor shall verify all utility locations prior to beginning any wor!(_ Contact Landscape Architect for authorization if modifications are necessary. Contractor shall verify all dimensions in the field and adjust as necessary while maintaining the design concept Masonry contractor shall coordinate with Drainage Contractor, Irrigation Contractor and Electrician to ensure all sleeves and crossings are provided prior to placing of walls, concrete, etc. Verify with the Project Soils Engineer the need for reinforcing, base materials, presaturation, etc., for footings, etc_ All construction shall conform to all local codes and ordinances. GRADING NOTES: Prior to starting work, Contractor shall verify all proposed hardsc&l)e anc landscape grades in field_ Should adjustments be necessary, maintair proposed flow lines and drainage patterns. Maintain a minimum 1 _5 '¾: gradient in landscape areas. (1% pos"itive drainage in landscape areas barE minimum). Grades shown in parenthesis (100.00) have been taken from Civi Engineer's plans. NOTE: . CONSTRUCTION WITHIN THE SIGHT LINE AREA NOT TO EXCEED 30" HT ABOVE GRADE_ RCE __ _ REVIEWED BY: INSPECTOR "AS BUil T" EXP. ___ _ DATE DATE t----+----+---~·-·-~-----------+-----+----t--+-----t ~ C IT1L2!G D~~~M~~ BAD CTr] 1-------t~---t--~----~ ---------------+---+--+------t----t ;:-==:::...::::...:..:===:._::======--=---=-==-=====; GRADING AND LAYOUT PLAN FOR: TIERRA SANTA FE CT 90-4, HOP 89-50 DA 1£ INITIAL 0111£ IN/111\L DA 1£ INITIAL D<CINEER Of WOR~ RE\/ISION DESCRIPTION OTHER APPROVAl-CITY APPROVAl- 93.309 JOB #770009 I . I 11 0 -,o . : =~ I 1 1 --NM.l . , . I ti z'Z -c:> .. -. .... ~--f,o[.l...a::> 1'"op 46,M~t-l Arli"-'H 411.Jao . ~L-OP.. ~ o~ ----4°1 -Y: 1i 1 X il/ &Ot-,lc,, ~~ O>f ---~f'( l~L.b-'f' 01o1t--l i ~-ro2e-~ ----u11 x 01 )('1(1 11 ~-e,1.oclt APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS. ~ V . V / V V ' 1, V , , , , , , ,v . V V V V , " ' '• , , , -r, .. / •-., ' 1/ '• . f'LAH of: coi..L,i~ E1tf-ltiea. 'tX>-LB 1'' :e-1 1-d' ----- • () -- 1 i[ i ~ ' 1 I 1 ' * J J *l =i ~ . -"" .~ lll ' " -, ~ ~ • ;-, • ~ w ~lL ::_~ . -C.6f' - .. ·q'' ,. . Cd.--LJMN ' - I ' . ' -t:1 ' " ~ _,, ~ ' "',.: ~ -.;-.·c~~· ~~ ~ .. I''.., C'L r- ~ "" . . r-'• [".., ~a; ~ ' ' () " ~ ' ~ ' : ~ ' . '"-'-"\J ... '--._, ' ~ ~ -' ~~ -~ ' . ~ ' ~ ' ' ~ ---. ~ ' ' . . ~ ~· '' --r ' ' " -' ~ ' - ~ ' 0 ~ . 'FY· ' ' -,-. ~ ~ '. """1. . ' . '"''_.,' ~ '··-ei ~ -' f:: . . ' ' . ' ' ' . ' :-' I', • 1, \ . . r· '-. N ~ .. ~ ' ',.. . '\ I' . . . '--.: ' ~~ : I\ - "' "\ • r-,,, , . ' . . 1::-' . . . ,,'I "''' . ....., ' "\ ¢1'\ .f'-. . . ' "\ ·.' • I'\ .. A,_ ....., • • "\ -r,. ., • r,.., .... II j 11 ti 'b X""t X. jtp ~ ~c_.p -G~ fil--lJ.bH <!:,~ ovefZ. ~-tN ~ ~L-Of' f01? ~rlef-. 4'x z;_I ~ C_bf?' 1tk.ef t. Flri lt.,H ~ ~ fodTl)-le, I I)== I I\ I I . 1 l , ' -;. ~ . . ' ~ I 11-=lin I --------. . ' ~ --\ l \ II 3~ : -·. : --&? : .. · ~ ll_F-k l \l\)~lll~ -·. ~ -~ _. =:~,,~ ::= rJJ ~ . ~ (! . .L :_ ' , ' I I I \ I \ . '--: . Q.: ch ---. --. --'\). . -15 \ 111 -"(j .. i{J I 1~11~\ 1§111§..111\= ttl \~IIDSD!/'t "AS BUil T" <} ,._,q: .f~(l ,f ~'t::f •., ~i ~ "'-f/-' ;.., ~-0 ~ 't-<P RCE EXP. DATE 3A FOR STRUCTURAL ENGINEER'S * SEE SHEET L-1 CALCULATIONS \Ji-~ REVIEWED BY: to, CAL''~ .... -. I-~~ !!II FORSUM/SUMMERS & MURPHY, INC . 1-4118 COAST HIGHWAY, DANA Pl'.Jl!'Jl, CALIFORr-.ilA 92()29 (714) 496--61 11 -~-LANDSCAPE ARCHITECTS AND FOOTING SIZE. 'i-' ~- ' . DATE INITIAL DATE INl11"1. DATE INl11"1. F.NGINEl'R Of WORK REVISION DESCRIPTION Olllfl! APPROVAL CITY APPROVAL INSPECTOR DATE ~ CITY OF CARLSBAD LHEETS I PLANNING DEPARTMENT 39 2 ·- CONSTRUCTION DETAILS FOR: TIERRA SANTA FE CT 90-4, HOP 89-50 APPRO\IW -------~ ' /; ) .'. ~\ -,g9, ASSIST:N;~,i7 D~ ' DATE OWN BY: ,/IC= I I ... ---J l>RAWING NO. CHKD BY: f'L Vlf<'! , . RVWD BY: i I CT 90-4 334-9L .- ...... I ;ti!~ l"I FORSU/\1/SU.lvtlvlERS & MURPHY, INC. i-4118l0A.Si HICH\'\A.~ DA-...~ f'(_~"-.T (A.llf-(>R'"-ilA.~l629 1""14. ~111 LANDSCAPE ARCHITECTS * - )11 ll * • • Q D I) • ' 0 • 11 I • _.._____________ "' x t,,,, ~ ''-,::_S,L. v ~ f'e,!.-4,;, I' TIT[ '~ 10/ --;z - ' • .:> .. 9 , j " I"">''-';,i I c-6w 1 v, La-f': -----f-'111- . 0 , " f' Q ff * ltL ! lit -·-.. <'·~--=-----__ _....,.,.......,, * NOTE: REFER TO STRUCTURAL ENGtEERING FOR STEEL ,SIZE & PLACEMENT, EXPANSION JOINTS AND FOOTING REQUIREMENTS. SHEET L-13A * SEE SHEET L-13A FOR STRUCTURAL ENGINEER'S CALCULATIONS AND FOOTING SIZE. ,~~Os~,. "AS BUILT" ~ '« ,t-~ ;...I '-4,i ~i RCE __ EXP. __ _ REVIEWED BY: INSPECTOR DATE DATE .Jl~''l=~' ~' -~-~1'~~~~~e:2?eJ~o~i-lL=d~~~~~::;:-_ .,. ----... ---·------------.------·--··"'-·""·_·--_--_----_-·--_--.. --+-., -_-----_-_--+---------r--------r-------. ~ I C rrrA~ DE~A~T~J?r-~ ~~ s~~T~ APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING -PRECISE LOCATION OF PLANTING AREAS. DAT£ INITIAL F.NGINEER Of WORK ----------+---+---+---+----CONSTRUCTION DETAILS FOR: TIERRA SANTA FE CT 90-4, HDP 89-50 REVISION DESCRIPTION 93.309 JOB #770009 " . . REll'F. 5AME 51ZE • 5FACl"«'.:1 A$ FOOT!"«'.:! REll'F • 2x Rf5E TOP BA~ l (J,,11-ERE OCCLIR5) I ¾?BAR DIA. (TYF) " 6' ¾? EIAR ¾? BAR DIA. (TYP)" DIA. (TYF) 11! 2x Rl5E • ..J 0 oc d ,v-FOOTl!ti &TEP A5 REOO. ST ACK EICND JOINT l¾,, JOINT ~66ER CONTROL . . 4ei DIA. U.O.N. JOINT MATERIAL 2'-0" MIN. '- 1 r r ~B ~ 1 • r > \__Y ,__f v\ ,l 1 • J __J ALL REINF. TO BE CONT. Tl-ltsa.J JO INT WEAKENED NOTE, ~--LAF (J,,II-IERE OCCUR$) CAULKING t BACKING OOTl-l SIDES OF WALL PLANE JOINT (W.P.J.) $PACE JOINTS AT NO MORE THAN 32'-cz:>' o.c. MA50NRY ~ALL 5CHEDULE MAX. REINFORCEMENT FTu. HEIGi-iT (ft) vERT. 140RIZ. WIDTH (ft) II!:> e 32' ~ fj 48' 2'-b' -TYPICAL FOOTING STEP TYPICAL CONC. BLK. JOINTS 1-lORIZ. 5TL CONT. FROM J,,IALL 11! . ....I 0... ~ t= "' • / v V V V • PILASTER SECTION FOR ITEMS NOT NOTED5EEW \V 16' X ,&' X 16' 5LUHF5TONE BLK (FER LAND5CAFE ARCI-I.) NOTE$, LOCATION OF PILASTER FER LANDSCAPE ARCl-l. - TOP OF WALL (TIW) I "-_I~ I"" I"" I"' I"" I"" I"" I"" I~ I"-I"" ,I ["-j w I-..J I"" I ::l X I""-\.') Q <t -w WI I: i"' I"-"1:~ ~ ~O' ' ~ ,l) "'-: I::lt ~ "' 1'-0' " "' V r"-EQ. ,,..--- ' 6' X 4' X 16' PQRCAF ,&' X ,&" X 1,&" 5LUHF5TOJE BLK (FER LAND5CAFE ARCH.) REll'lf. FER 5CI-IED. 2X4 KEY . ~z _, I: "' ~ 2-~ CONT. ~ 5' -0' MIN. FTG. J,,IIDTl-l ----------_::__------------.,f----------.r DQJ,,IELS TO MATCH YERT. REINF. ALT 6END5 60TTOl1 OF FTG. TO DAYLIGI-IT PER 5CI-IED. WALL SECTION APPROVED FOR PLANTING AND IRRIGATION ON..Y INCLUDING PRECISE LOCATION OF PLANTIIIG AREAS. STRUCTURAL NOTES REINFORCING STEEL 1. BAR REINFORCEMENT SHALL BE: ASTM A615, GRADE 60 FOR #5 AND LARGER AND GRADE 40 FOR #4 AND SMAU£R. 2. MINIMUM LAP SPLICES OF REINFORCING BARS SHALL BE AS FOLLOWS: A) CONCRETE: CLASS B AS DEFINED IN ACI 318-89. B) MASONRY: 40 BAR DIAMETERS OR 18" MINIMUM. 3. VERTICAL BARS IN MASONRY WALLS SHALL BE ACCURATELY POSITTONED AT THE CENTER OF THE WALL AND SHALL BE TIED IN POSITION TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 192 BAR DIAMETERS. 4, REINFORCING DETAILING, BENDING, AND PLACING SHALL BE IN ACCORDANCE WITH THE CONCRETE REINFORCING STEEL INSTITUTE • MANUAL OF STANDARD PRACTICr, LA TEST EDITION. 5. REINFORCING STEEL SHALL BE PROVIDED WITH THE FOLLOWING AMOUNTS OF COVER FOR CAST-IN-PLACE CONCRETE: A) CONCRETE DEPOSITED AGAINST EARTH: S' 6. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND INSERTS SHALL BE WELL SECURED IN POSITTON WITH WIRE POSITIONERS BEFORE PLACING CONCRETE OR GROUT. 7, DOWELS BETWEEN FOOTINGS AND WALLS SHALL BE THE SAME GRADE. SIZE, AND SPACING AS VERTICAL WALL REINFORCING. 8. FURNISH #3 SPACER TIES AT APPROXIMATELY 2' -6" ON CENTER IN ALL BEAMS AND FOOTINGS TO SECURE REINFORCING IN PLACE. CONCRETE MASONRY 1. CONCRETE MASONRY WALLS SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF f'm ~ 1500 PSI. 2. CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C 90, GRADE N-1, WITH MAX LINEAR SHRINKAGE OF 0.06% ( 1900 PSI MINIMUM). 3. MORTAR SHALL BE 1YPE "s," CONFORMING TO UBC TABLE 24-A (MINIMUM 1800 PSI AT 28 DAYS). 4. GROUT SHALL BE COMPOSED OF THE FOLLOWING RATIO BY VOLUME: 1-PART PORTLAND CEMENT, 3-PARTS SAND, 2-PARTS PEA GRAVEL. AND SUFFlCIENT WATER FOR POURING WITT-IOUT SEGREGATION OF GROUT CONSTITUENTS (MIN, COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS). 5. ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS & ALL CELLS BELOW GRADE SHAll BE SOLID GROUTED. 6. ALL HORIZONTAL REINFORCEMENT SHAll BE PLACED IN BOND BEAM OR LINTEL BEAM UNITS. 7. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZ. CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING Tl-IE GROUT POUR 1-1 /t BELOW TOP OF THE UPPERMOST UNIT. 8. ALL BOND BEAM BLOCK SHALL BE "DEEP cur UNITS. 9. PROVIDE INSPECTION AND CLEANOUT HOLES AT BASE OF VERT. CELLS HAVING GROUT LIFTS IN EXCESS OF 4' -o· OF HEIGHT. 10. ALL GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR. MISCELLANEOUS 1. CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES WITH THE STRUCTURAL REQUIREMENTS INDICATED. REFER TO CML, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. 2. FOR NATURE AND EXTENT OF DRAINS, SUMPS, EXTERIOR HARDSCAPE, ETC., REFER TO OTHER DRAWINGS, 3. CONCRETE BLOCK WALL CONTROL JOINT LOCATIONS PER DETAIL 2/S 1 4, FOR DIMENSIONS, EXTENT, AND NATURE OF ALL WALLS, REFER TO CML AND LANDSCAPE DRAWINGS . GENERAL 1. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS TAKE PRECEDENCE OVER THESE STANDARD STRUCTURAL NOTES. TYPICAL DETAILS SHALL BE USED WHENEVER APPLICABLE. REFER TO SPECIFICATIONS FOR INFORMATION NOT COVERED BY THESE NOTES OR DRAWINGS. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS BEFORE STARTING WORK, AND THE ENGINEER SHAll BE IMMEDIATELY NOTIFIED, IN WRITTNG, OF ANY DISCREPANCIES. IN NO CASE SHALL DIMENSIONS BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON THE STRUCTURAL DRAWINGS. 3. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO Tl-IE ATTENTION OF, AND RESOLVED WITH, THE ENGINEER BEFORE PROCEEDING WITH Af,f'f WORK SO INVOLVED. 4. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 5. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTIUTY SERVICES IN THE AREA TO BE EXCAVATED, BEFORE BEGINNING EXCAVATION. 6. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE 1991 UBC. 7. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITTONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD ENGINEER FREE AND HARMLESS FROM ALL CLAIMS, DEMANDS AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE ENGINEER. FOUNDATION 1. THE SOILS REPORT RECOMMENDATIONS ARE A PART OF THESE DOCUMENTS AND SHALL BE COMPLIED WITH BY THE CONTRACTOR. 2. SOILS INFORMATION: SEE SOILS REPORT BY: LEIGHTON AND ASSOCIATES, INC. DATED: AUGUST 9, 1990 SOIL DESIGN PRESSURE ALLOWABLE BEARING PRESSURE: 2000 PSF LATERAL BEARING PRESSURE: 300 PCF BOTTOM OF FOOTINGS SHALL BE AT LEAST 24 INCHES BELOW LOWEST ADJACENT PAD GRADE. 3. ALL SITE SOIL WORK SHALL BE DONE UNDER THE DIRECT OBSERVATION OF THE SOILS ENGINEER. 4. THE FINISH EXCAVATION FOR FOUNDATIONS SHALL BE NEAT & TRUE TO LINE. 5. FOUNDATION EXCAVATIONS SHAll BE KEPT FREE OF LOOSE MATERIAL AND STANDING WATER AND SHALL BE CHECKED AND APPROVED BY Tl-IE SOILS ENGINEER BEFORE THE PLACEMENT OF At,N CONCRITT. REINFORCED CONCRITE 1. CEMENT SHALL CONFORM TO ASTM C150, TYPE II. 2. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33. 3. READY-MIX CONCRETE SHAll BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C94 . 4. CONCRITT WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301, . • SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS". EXCEPT AS MODIFIED BY THESE NOTES. 5. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI. 6. ADMIXTURES MAY BE USED WITH PRIOR APPROVAL OF THE ENGINEER. ADMIXTURES SHALL COMPLY WITH ASTM C494 AND BE OF A TYPE THAT INCREASES THE WORKABILITY OF THE CONCRETE, BUT SHALL NOT BE CONSIDERED TO REDUCE THE SPECIFIED MINIMUM CEMENT CONTENT (CALCIUM CHLORIDE SHALL NOT BE USED). 7. CONTRACTOR SHALL SUBMIT MIX DESIGNS FOR REVIEW BEFORE FABRICATION AND INSTALLATION. ,.\,t\ ~~ '(\1-CltESSto~< t--c=;-;;:--===:;;:;-;~==;;;:;::;-111..!:!f G n,,_, "L''"STER ~ "AS BUil r• NOWAK-MEULMESTER & ASSOCIATES [;, iNMt-s $1'RUCTJJRAL EKGINEERS -y ;a: ~. , 14330 f:::! RCE --~ ~8:!IQ ON;RUN DRIVE, SUITE ~O l,,J,r' , • 1 SAN DIECO, CAUFORNIA 92121 (•!0)<66-8881 cc'* EX. 3-31-97,~'/lt-----------------t All di!:!'!1•~1'1 conc'3'phi, id9o'!! <Jnd <imm~aements dep~ti=i<.I ,..-REVIEWED BY: on theai> :sn&!lt:s ore mi=i l)r"Op,i=tr'l.)" 01 No•ok-Meulmester Jl.)i. CML ~ & ~wdot'8s ond ore intended to be used in i::onne<:tjQn ,,., .; ;,. ~J ~ with thl::i ::;~ific pr<>jl!,d only ,rnd shall not ~ u-:.ed ,;,r ,. l" ,:h(lng,!'d il'l .. 1-101., or in pert fer ,;iny <:>~her p1..1rpose without (1:' CA\..\ _: •. • --------- 11:he written cons,mt of Nowak .. --Mo!!ulrru!,~te( & A.,"',o;o<::i<:>tM, -INSPECTOR DATE EXP. __ _ DATE ~·l CITY OF CARLSBAD 11 SHEETS I 1----+-----t--------------+--t---+---+----t ~. .PLANNING DEPARTMENT . . 39 1----+-----t--------------+--+---+---+----t 1----+---+----~-------------1---t---+---+----t CONSTRUCTION DETAILS , .....-.: TIERRA, ;SANTA FE CT 90-1, HOP 89,:,,.50 APPR?VED• ,_.../, // 1----+-----t--------------+--+---+---+--I __ ,::(?~?0'¼,._, 1----+-----t-..---------------+--t----+---+---I ASSISTANT PLANNINC,,.-OIRECTOA II\ DWN BY: . YFG I PROJECT NO. ·'•. (' Arn·· , \ mu,; DAit .• DATE INITIAL DAIT INITJAL CHKD BY SR REVISION DESCRIPTION 1--o-m_rn_AP~P-Ro-vA-L-+--c,-rY-A~PP-Ro-vA-L-. RVWD s/ GM CT 90-4 DA TE INl1lAL ENGINEER OF WORK I DRAWING NO' . 334-9L 93.309 JOB #770009 ~ Q - ~ . ...,___ • -\{\ J I J I -------------------------------, -·--121~~· FORSUtv1/SU,v\J\;1ERS & MURPHY, INC. LANDSCAPE ARCHITECTS --' --------·----------- ;:: I J ) -' " J r f I -J ,.., ,-,. ~ I I ! I V/~et? &?-VYP4-l l Z6D HE::."fPL., i~, 1of' 4 ~ /.Al ---v,.1) ~ 11 et-~WPHIZ6D 1,.,,66,, c&::;(ZC~. "====-=I 4~~f=F'j'==;=;:==;=;=F;=;;=;==;==;=;==;==pFr'i'=ffifi=.~"F/=r:::;=;=,=;;=;r==n~; ' i' I i ' ' I I ~ ' I I i II< / r I ' ' I ' I I ' ' < Ii ~ I ' ' ' I 1 ' Ii~ i I '\ ' I ( ! \ ~ » '\ r-, ' ' ! I ' .. . J I I I V~Jl-11 -0 II I \ Ul 1...+-e::....-----~le>''~ -p.>e:-VLP-fZ-cG,, 1 e:et-v1er,1 ~ &-11100. -----1';'1" fe.P,.,vm::=> ~~ t'1 tf?.t/. M~ ( rJ >< u/ ft::lJ,.Jo ~Ir-¼. foL;> ~ ~ Q 1-oT 1t-4-- 1 \ @ ~ CrDr4Dn1o~ ~ 41-loµN OH ~) ~-l,, llil -I -_-:: lt-''-4 rJ ,, I l..n~ lhA-,.--11Jt:v~ ~ 0!it-A1 ~'~ r1rtlbrl~~ ~~ ~,, :16 'f s, FP. ·'r-' l --~ HPQ:¥p ---~4 ~-~ ~::=--.1)-,-11 1 '-........._____ flH 1/q-l C, f-'PPs; 1111\ll~iril ~;;:;::\-e~--~ pe:r-':::oil.h ~flf I -.;;;::-~ 0LJ~ ~ PICl(IH POSITION -~ □ , 1• Squ11r~ Topi Botton-, ~~ii. ,a ,;ia, • ,,t.~ (:::1or.,e• actual) spa~ between pit;'l<;~t• • Pi;iw.r we.111",ed fer pclnt prt11)1uatlon • One-dip• top CC!lfll • May t» 1pray&d It laim II. [00 1erg11, lof dip iank_ REGAL, Standard Grade, Conventional sl:tes APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS. -"- DATE INITIAL D<G\NITR Of WORK -., ---~··· --~"'·--·--- .... ·-·--· __ ., RE\/ISION ~V,A.TIOH -c;.~ 4'?t-1Djr1Qtf 1f"t ,1.,.,. I,_ 0 11 ti ,~~DS[:l!fl( "AS BUil T" "<.,,"1' '-,f ,j> (l & !\ YJMMc ~ ~ ,f':,,.~ o..,,, ~".s-.,, {. ~s ~~~ RCE EXP, DATE -.. ~~ REVIEWED BY: c or w,~~ DATE INSPECTOR ~i CITY OF CARLSBAD lSHEETSI ! PLANNING DEPARTMENT 39 ---~--~ ~-' ,____J -' ~ ~·-·--~ .. ___J --.--CONSTRUCTION DETAILS FOR: ... .,..... , __ ·-·· -· -TIERRA SANTA FE t··"""""'"---j------ CT 90-4, HOP 89-50 APPR'--~-~ ,<1; !J. :°\ ,.rp . \ -" -. •'-'\'-<' .. !. .. , ,? ' I \ • / ; ~ . ASSfSTANT_A>LANNl'!_G~RECTOR DATE g:D 8~~: ~: :· ---~T 90-4 ----·1 r-;~1\1;-~~o DATE INITIAL DATE INITIAL DESCRIPTION OTHER -.PPROVAL an APPROVAL RVWO BY: 1L _ '' I 93.309 JOB #770009 I. CONSTRUCTION NOTES I. II, GENERAL A. Con1rac:1u11 RtlltlOOlhlP In tho porform■nco of this contract, Contractcr shall hold Landscape Arcl'lltect and Owner harmless from any and all liability, costs and charges •rising 01.1t of, or In i::onnectlon with contractors, employ@@~, or lt:g· Rg@nt$ ncgligonec, omi:;~IQn!!J, or t,rrl)rt,. B. Errors or Conrncts 11 any errors or confllet11 are discovered In the plans or notes, the-y shall be Interpreted so as to accompllsh u,e real purpose of those plans 111nd notes. c. Additions Q1vl1t1on and Alterations No devleitlon pr eiltereitlon, hom u,.,, plein, end speeifie•tlons win be permitted unless authorized by the Owner, or the Landscape Architect. Should deviation from plans and notes become necessa~ due to contllctlng site conditions, Owner and Landscape Archltecl sh,<all approve In odvonci, pny t1.10h devi.(ltion. No oddltioneil work will be .(luthorlzed without the express written authorlutlcn frcm the Owner. o. Interpretation The contr11etor •ht1JI comply with the obvious Intent -!Ind me.aining ot these plen:!I and specifications which shell be con:!ltrued to lnc:ludc ell labor, mater1&1; equipment and tools necessa·ry to c::omplete the work specified hl!lriRln In a workmanllk.1!1 manniRr In strict accordance with plans and notes_ Should ainy questions er'ise aa to the Intent and Interpretation of these plans end notes, CQnlrPQIOr attpll refer to Owrt(n .(ln(I L$nd$i;i.(lp(I Ar¢hittc:t whose decision th~reon shall be fln~L £. Observation and Belectlon of Materials and WorkmanablD All m11terlah1 and workmanship furnished or performed by Contractor shall be subject to 11nal observallon and acceptance by Owner and Landscape Architect upon completion Of .(Ill (l0i't1r$¢1 work whie,thl!tr' prevh)\1$ly pai(t for or not. At any end all times during the pertormein,;:e ot this oontr~,;:t, Conlractor shall make 11vallabht for observation, test and approval, m.pteri-l!II$ ,:nd wQtkmenshlp, F'aih..1re of such obsiervers to make observation, tests or $1pprov.t11I$ thE!III not prejudle• th• right of Landseape Architect or Owner on final obserYation. Contractor 9hall promptly repltlce any and all materiel, equipment end workmanship which does not conform to the pieing ei-nd notll!ts. All materlals used on this contract shall be new and the best marked qu,11lity unle,:9 SP81,'.:itl"d oth"rwi9e ·--£, Samples 2. . ...-· .-~";;qulriRd by the Owner or Landscape Architect, Cor1tractor shtlll submit IQr pppr'Oval seimples of lhe various materials, and specify finish thereon. All con:!ltruotlon •h(l,11 oonfqrm IQ .-11 IQCal building codes and ordinances. It Is Contractors respon91blllty to verity all 1,'.:0(188 prior to commencing work. H. UtiliUtt Contractor shell be rospon:,iblo for vii,rifylng the 10¢(1,tiQn 01 ,ill 1,1nderground utllltles,1 electrtc cables, c::ondults, sprlnll;ler lines 11n(I Oill utilitie9 lln"s prior to any construction_ I. Removal Al Pebrla and Clc:■O UP Contractor shall thoroughly clean and keep free of dl!!brl~ .t11n(I w.t119tl!t material entire construction area to the satisfaction oJ the Owner, J. Gener@! The general conditions and any special conditions that Owner may rl!lquir~ shall apply with the same force and effect as though written in lull herein tor .(Ill eonslructlon sections. Site e.xcevaUon And Rough Grading , , Provide 11ll labor, materials, tool, equipment, transportation and necessary Incidentals lor thn completlon of 11II clearing. stripping, 11t1ecawatlng. backfilling, grading and related work aa shown on the drawing~ including b\lt not limited to the IOIIOwing: A. Protection of all curbs, walks, walls, structures and other existing work which la to remain. B. Clearing end •lripping •ite of bru9;h, debris l:lnd other foreign mah.tr!als as outlined in tho drawlnglll, C. E1ecavHtion lor all foundHtion.w and looting to the dimension Hnd d~pth shown on the drawings. Bottoms of excavations shall be e,moqth ani:i level. All loaH material e,hall be remove(I tlil!lr'll!t1rom. 0. Subgrades shall be watered .and compacted to a relative compaction of 95%. E. Subgr•de~ und"r' all paving shall be tr1,1e to grade and crou section, hard, uniform ~nd 9nlQ0th prior to pl,11,:,e,m,•nt of bP.$1!! rn.otl!!ri.pl. F _ Backfilling of all 11t1ecavHtions and trenches after placement of foundations, walls, walks, utilities, etc., H outlined oii the drawings. Compectlon ot baekflll shall b• In ei-eeeptane" with Engineers specifications_ G. Grading of all areas indicated In lhe drawings Including bringing e11:1sting grades to within 1/10 foot plm1 or minu~. final de11lgn grade11 as indicated on the drawings. H. S1ockplllng ol •1ecavatlon material or lmpon 1op soil fill and ■ar,d sl'l.all be a!I outlined on the drawings or as approved ·by Landscape Architect. L Cle-!ln up •nd remov-!'l of all debris and aurplua matl!lrlal and remove from site. DRAINAGE A. Scopi!!: of Work • Provide all labor, mpiterials, tools, equipment, lran!l:portatlon and necessary Incidentals tor tl'le eomi:,,letlon of all dralnege 9y$1tl!M$ -l!I$ thQwn on the arawlng9 1ne1ui;Ung but nol limited to 11'1• following: , . Materials A. Aerylonltrlle Butalene-Styrene (ABS} Schedule 40 drain pipe, pi,r1orE1ll!t-CI Qr nqn-per1Qtatll!t(I In diameters ahown on the drawings. ··--1~"'1~1 FORSUM/SUMMERS & MURPHY, INC. 1411BC:()A5T HIGHWO..Y, OAf\.A POIN"f, CALff-0r(NIA92629 (714) 496-6111 LANDSCAPE ARCHITECTS IV. 2. B. BHlni, find drains· higt'l Impact ph~:!ltlc Styrer,o drain ba:!llns catch basins wilh grates, high Impact pl1111tlC1 Styrene deek. drains 'and/or prccast conc:reh1 drain box and ca11,'.:h basin• •nd cast lrl)h g,ate In dlemel$-r't and sl:r.@s eh0wn on the drawings. Stalnl~ss steel or bras, deck drain$ lri herdacape-a.s shown on the drawings_ C. Fittings· sn.(lp ccupllng;:, snap 1e@5, ells. V l!lnd receh1er coupllnge 11, nnc:esHry to conne¢t ell pli:,e, dr.iiiin.s and fitting• as shown On the drawings. Trenching l')d llytng PiPt A. Trenchea tQ pltc:h a minimum 01 1/8"" por toot 1,mless olhl!trwisc lndlc:a1et1 On lho drawings, Contr.-(:tor to verity ■II lm,ert elevatlone and trenc:h depth ptle)r lo e1ecav•t1Qn, B. BottQm of trench 111hall be amooth and continuou~ to flow direction. A hollow shall be made IO receive bell of pipe so that tho Joint will not beer upon the :s1.1bgrad111. ACljustment$ lo line and Qr'E!de shall bl!t made by aeraplng a...-a,y or filling In with backfill under the bHl!t of the plpll!t ollnd not by wedging or blocking. C. Trench material eheill bet used for baddlll, however, no rocks or l1,1rnps shall bll!t used. Weldl!ld joints shall bo given lit leH1 15 tnlnut,u1 setvp before h-l!lhdling/ Ab(lve the lev~I of iniOal backfill the treneh rnoy be backfilled with trench mat~rl~I. · D_ Compaction • ¢0mpac11on by tamping eh,11II not be done in lay~rs 1!111:ceedlng eight lnche~ In loose d•pth with each h1ycr thoto1,1ghly eompact•d between. 3. Clmrn·Up ond tmcting A_ Prior to ¢Overing of 1r'll!thChes, dreiin line, and basins shall be check"d to Insure proper flow end water lighlness. 8. The piping eystems sh.t11II be flushed imd deaned prior to conneeting to e:o:lsting drain line, c11tch b'asin or storm drain systems. C-Upon compltitlon ot wol'k, re-movl!I debri$, tools, end surplu~ matftrlal from s!t11t. CONCRETE 1. Scopl!I Qt work -Provide ,11U labor, materials, 10019, "qulpment tr111n$pc>rtttion and necessary lncldental• l¢r' thl!t-completlon of 1111 concrete llatwork aa :111hown on the (frpwlngs Including but nol limited tQ the f~lowlng: 1 _ Metertats A. Cement • etpn(IE!lrd Portland Cement, per designation C-ISO ct th• AST\11 Type 11, Ill, or V, low alkali, e,lngll!! brP.nd throughout. Reier to Solls Engineers ~!!!port tor r•commendatlons. B. Aggtll!IQE!ltll!t ASTM Specifications C·33 3/-4 m.-Klmum $1:i-;111• OecorpU1,1111 aggregates or pea ,oek aa thown on drawings, Flnft naturel sand we-II g~adl!ld conrormlng to ASTM C-144_ C. Wa11!tr' • W$l~r \ISe-d 9hp1I be-of potable quality. D. Still-el -Relntorclng ■te11tl tor deeks and walkt to bl!! intermediate gr.pid• preformed bars conforming to AS1M A-~15 11ndlor Grode 40. Mesh ASTM A-496, al:r.e 11• 11hown on ctr~wlngs. E. EKpanslon Joints • Aaphalt 1mpr"gn91ti,d felt, Polyfelt Ethaloam as indicated on 1hn drawings F, Control Joints -'White Cap' PVC CQntrol joints. 'Crete Joint' control joint or hand tooled score joints 114" dl!lep minimum oils indicated on the drawings. G. Conslructlon Joints • 81,111 type, b1,1tt type with dowels. Screl!ld key Joint 8$ indlc-11ted on the drawir,gs. H. Joint Sci11111nt -Two part polysulfldft sealant as man1,1teceturo<I by Thiokol, Cla111s AS, self ll!Yl!lllng or multl-p■rt polyur•th~ne construction sealant by L.M. Scofield In matching color. L Curing M.pterleil -Hunts process MD7C. ·uthochrome' color w.p11: for color conditioned concretft by l.M. Scofield In matching color of concretl!!: as Indicated on thl!I i:lrawing:,. J. Color Conditioned Concrete · 'Chromix' admixtures for Integral colored concreto by L.M. Scofield Compa1w. 2. L-Oust-On Color -·uthochrome· color hardener by L.M. Seotleld Company. M. Surface Retardant • 'Lltl'lot11tx' top surface retarder a• manufactured by LM_ Scofield Co_ or "$ika' surfl!ICe r•lflrder, "'-''1~$(11 !11$ m,!ln1,1fE11Ch1r"d by $ik.iii Corpor.ptlQn. A. Grtade aill ,ubgreide, to fl '-'nitQrm depth .(Ind eqmp.e.c:li(m. MQlsten all subgrades prior to pourir,g ot concrete. B. Cut all footings In undlsturbei:I Or' compacted soil. C, Place sar,d or aggr~g111• bllSl!I fl9 shown on lh~ dr1;1w1ng, 1;1nd 11, specified by II soils engine-er, A. Use only finished lumber. Set all forms true to grade Hnd position. B. Moisten all fofms prior to pouring of concre1e or use approved form release agents. 4_ Frnnnaloa JolnU1 A, P'l.t11ee expansion joints In concrete Pl Intersection of con(:r,eitl!I and fi11:ed t:tructures, I.e., garage, walla, b11se of steps. i:,,ool bond be~m $$ lndica1ed on dr11wings. e. Place control joint In concrete not to exce£d a hori;i:ont~I $pacing ol a reel on center e.isi::h way, as indic.isted on drawings, C. Place constructlon joints in concrete where c11sting OI concre1e is to be stopped pnd ~ubsequent c~sting is to be star"ted. 5. Concrete A. Class A concretft sl'lall contain no1 less than 5 saeks ol cement p@r cubic yard and b« proportioned to attain a m.1n:lmum cylinder strength of 2,000 F'SI in 28 d$y3. CompreS!live strength9 are to be determined in accordance with ASTt~ C-39. Tlie slump shall not e:o:ceed 4". 8. Conc:rete-Mixing -All train3it mixed c::oneretl!t $h.illl bt mixt:-d .tind delivered in accordance witl"t tt,e ri,qvire-ment 01 Stsind8rd Specifications lor ready mixed concrete ASTM C-94. • 6. CanGcrt, Einl:shlag A, 8room Fini$h • T•mp lresh concrete with heavy metal grid. Screed with straight edge to remove •II lrregularltles Float to a smooth surface, steel trowel and edge to en even hard 5\-lrlBC::e. Score es lndlealed on the drawings, Use a new manila hemp bristli, bro0rn, t)r1,1th ma.r1dng, on •labs In untlorm fashion shown on thl!I dniwlngs. B. Rock ••It flnl9h • Tamp fresh concrete with heavy metal grid, Scrl!led wttti stra.lght edge IQ rl!lmove all lrrl!lgularltles Floa1 1o a smooth •urfpce, $11!tl!tl trowel and l!ldge to an even hard aurlace. Score as Indicated on the dr.t11wing$. 1-1.ciin(f broa(least rQ(:k tel1 In •ven distribution and tamp In. W~sh ott concrete with enough pre~surl!I to disaolve rock salt after concri,te h11s set. C. Pea Reck RetPrOe-0 flnith • Tamp frH,h concrete wilt, heavy metpl grid_ Screed with :111tralght edge to remove all luegularltles. Floillt to , t,ml)Qth surface, steel trowel end edgV to on l!!vtn h.-rd surface. Apply t,urlaee retarder to linlshed surface "l.,M. Scofield' prior 10 lf11t1-111 set pl!lr manufacturers recommendation■ using sprayer, provldlr,g ev•n (fit,tdb'-'tlon. Reveal eggrege1e by u9ing water Jel and coarse fiber bni•ri•t to r"movt retard•r pa:1te from •ur1EIICl!l, washing thoroughly until sur1ece Is ,;:l~pn -11nd exposure is complete and unllorm. D. Hand Seeded Fl:~tarde-d Finish · Tamp 1resl'I ¢1)n¢rel111 with· heavy metal gti(I. Screed with stralghl edge to remove all irregularitie9_ r1oat to .P smooth surface. Hani:I G(!td surface in uniform tashion over entire area keeping ston" 11r minimum from •dgts ~nd expansion iolnt-s. Tamp aggregate to a unl(orm d~pth below concretl!I $\lr'IMe. Prier to initial sel, apply reh1rdant. Per manuta,;:turers recommendation• 1,1$ing sprayer, providing even distrib1,1tion, reveal aggregatl!I by using water jet and coarse lib~r br1,1shes to remove ,e-teri:lant piiste from surtece, washing thoroughly until suttae• it clear, and exposure Is complete E. Stampl!ld concrete · Tamp fresh concrete with heavy metal grid_ Scrieit;i,d wilt, straight edge to remQvl!t e.11 irregularities. Float to a smooth surface Apply 1,'.:Qlor herdener "llthochrome' by L.M. Sco1ield by the dty 9hpke method using a minimum or 60 pounds per 100 uqu~re feet. Apply in 2 or more the.k~s and Float after e-11ch sttake. Trowel only after 11n$1 no.ptir,g while concrete is !;1:lill plastic, usft imprinting tool$ lo make pattern as shown in drawings. Api:,ly ¢010r c1,1rir,g compound 'llthoehrome· color wax by L.M. $(l01il!lld Company using roller Or' spr.i:iyer it 'Bomacron' type surtace is shown on dr.awlngl!I, a r•leeise agent mus1 be ~pplied prier lo 1e1eturlng thll!t i::oncreti,. Color curing compo\lnd may be optional, a~ in(li,;:pted on the drawings. Clean-up A. Upon eompl•tiOn Qt work, removft all lorms, d~bris mplerial und tool; from site. v. BAICK MASONRY A Scopa of work • Provld• all lal)Qr', Mldtrl(l,I, tools, equipment transportation and nece,~ary Incidentals for the completion of all brick masonry aa shown 011 the drawings including but not limited to the following: A. Briek conforming to ASTM A-62 grede MW es :,hown on drawings. B. Cemen1 · Standard Portland cement ASTM designation C•150, Type II, Ill or Y low alkall single brand thtougho1,1t. Ref(!r IQ Soils Engln•er's repon fo, recommendationt C. Sand Clean, well graded sand ASTM designation C-144 E. Steel -relnfc,clng steel for wells to be Grade 40 deformed bars, ASTM designation A,615. Wire relntoOOO PSI al 28 t1ay1:. F. Mort(l,r -by vOl\lme, lre$1'11y prep-11rcd, uniformly mixed in ratio, 1 part cement, l/2 part lime putty, 4 112 perts cement, :l pan:1 sand conforming to ASTM C,270 Omit llmiR putty ,~ pla•tic cement is used. A. B. C. 0 E. 6. 7. 8. .. VII. 2. 3. 4. G. Grout -By volume, freshly prepared, uniformly mbed, 1 part cement. :l parts sand or 1 part cement, 3 pans sand and 2 part!!I pea gravel. Loving at Brick Lay 11lt masonry units stralgh1 and uu• 10 lln• with v11>r11e.-1 Joints, plumb over "ach other. Horizontal joints shall be level. Headers and corner units sh,1111 show finished faces where: exposed. Joinls and bond pettern to be as shown on dtawlngs. Bciaforcing All bars In masonry shall be lap~d a minimum o1 40 oat diameters. Dowels to, wails and columns to be same slz:e as -,,all reinlorclng. R~fer ti) Str1,1ctural £ngineers ai:,ecilicalions ror all ,:te-1!11 sp!i.!,;: itic~il ions. Cutting of Brick U'!I@ ma~onry ~aw for all cuts uni••~ spiRcllled otherwise Bricks cut Shortt, thein 1/2 length $hi!1II not b• ual!ld 5. Groullng A. Grout ¢C)rl!I wall$ SQlid u shown in lhe dr'iil.wings. B. Provide minimum of 2 112" grout spacn between double brick walls. Provide minimum of :314" betweien ste~I reinforcing and t>r'iC::k. 6. Wate:mmoting W-11terproot all retaining wHII below finished grai:le with asphaltic emulsion or equal in 2 coats. Waterproof brick ii 30 $he)wn on the plans. 7. Cleaning am;1 Sea,ling A. Clean all brick work. Rl!tmove all mortar stains. Removn .alkali with soh,1tion ol muratit: acid and water. Apply clear sealer to e11:posed surface9 if shown on the drawings, B. Upon completion ot work, remc>vie ,all monar droppings, debris, materi9l5 pnd tool:!li from site. v1 BLOCK MASONRY Senne of Work Prowide all labor, materials, lools. r;quipment. tran:'l:porleition and necessary inc:;ii:l@nlats tor ttie completicn Of all block masonry as shown On tl"le drawing:!li im;:luding bul no1 limi1ed lo the following_ Mateclels 1. Slump block units meeting Grad!!! A, ASTM C-90, concrete bloc~ units Gradf': A, ASTM C·90 2. Cement Standard Portland Cll!"'ment ASTM de$ignation C•150 Type I or II, low elkall. 3. Sand • Cle.on we-II graded ASTM designa11on C·144. 4. Water -WHter used shall be ol potabl~ q'-1.ality_ 5. S1eel • RelnlQr'Ci!ld ,tee I tor wall to bo Grode 40 deformec;t bt1rs ASTM de!'lig nation A-165. e:. Concrete · Class A, concrete minimum 2,000 PSI .pit 28 days. 7, Morlar • by volume, freshly prepared, uniformly mind In r.atlo 1 part cem@nt, 1/2 part lime putty , 4-114 parts sand, eonforming tQ ASTM C-270. Omit lime putty if plastic eeml!lnt il!I: u$ed. 8. Grout • by v¢1\lml!! treshly pn:pared, uniformly mh(ied 1 part cemenl, 3 p.pirls sand, 2 parts pea gravel. Laving 01 Masonry 1. Lay all masonry $lr'8-igi'lt .tind I rue to lirie with vertical joints plumb over each other, Hori;i:ontel joints shall be level He.adert .pn(I ¢Orner 1.111its to show finished fac11ts where exposed. Joints end bond pattern to be es shown on the drawings. Beintorcioa All bars in mHonry shall be lapp•d .p minim1.1m Of 40 bar diameters. Oowel:!11 for wall11 and columns lo be seime sizei a, wall reinforcing. Retl;!r to $lruct1.1ral Engineers specifications for all st~el sizes and locations. Cutting of Masonry 1. No cumn; of masonry units sl'lall be allowed unless shown on th!!! drawings. Grou!ina Qf Maaonrv 1 _ Grout ■11 cells with vertlcal stel!II l!IOlid .fll9 shown on the drpwings 2. Gro1,1t 1111 cells below gradle sclld, 3. Provide minimum :3/4'' between steel reinforcing and blQCks. Wcenhnlca 1. Open Joint weep holes at 32" o.c. maximum on bottom cours,: of retaining wotls with 1 cubic toot gravel If sho,.n on drawing:!! or app,oved drainage ay!llem pet $1tuetutal Engini!ler$ $p1;!¢ifi~.ptions, Expam1ian Jgiat:, 1. Provide venical Hpan ■lon jolntt In w.t11II per 10(:0il ¢0d• -11nd Structural Engineers •pec:ilications Waterproofing 1. Wa1erproot all retaining walls below grade with asphalt em1,1ISIOn, i coats. CltOOIOO , , Clean all masonry work, remov11t all monar atalns. 2. Upon completion of w¢rk, tl!lmove all mqriar <lroi:,plng,-, debris, n'l.(ltt!ri-l!llt Oir'l(I lOOlt from .llei. CARPENTRY Scope ot work Provide au labor, malerlals, tools, equlpm•n1, 1ran9port-iiliOn -11-11d necessary lncldent11la tor completion of ein c•rp.eintry ..._, showr, on th11t drawings Including b1,1t nl)t limit,e,(I to th" following: A. Material:, 1. Wood • rough teiwn, rl!!S-l!lwn, surfaced 4 aides as sho...-n on thi!I drawings, 3tr11ight, sound, free from marks, pin h•aa 1i:not91 ,iip11 J)Q¢k~ts, ■liver$, check,, Construction grade or bl!ltter es shown on the drawings, 2. 3. Douglas Fir, Redwood, Western Red Cedar or 1111 shewn on tl'le drawings. Post,, plaites ■lid other et grade connections to be RedwQQd, Wcistern Red Cedar or pressurl!I treated Oougla~ rir -lll9 shQwn on the drawings. 4. H.t11r<1w•rl!! -COiumn bases · 'Simpson Strong Tie' or equal. Post caps and strap ties • 'Simpson Strong Tie' or eq1,1.\llol. Joist hangers and heavy angl•s • "Simpson Strong Tiet" or equal, Screws, hinge!., nail"!, bolts, washers. All hardware material to b~ galvanized 5, Stain and ?Hint • as selected and shown on (lr.(lwings. 6. Concrete • Class A minitn1.1m 4',000 PSI at 28 days. a. Bough Cupcntry 1 _ Set all post~. beams, r•ils t1nd tr11ming plumb eind true to line as shown on lhe drawings. 2. ConneeliOnt -m~kl!I tll connections a, shown on the drawings. Splice lumber at posts only. Utilize all nail andior bolt holes tor all hardware. 3, Ease all lop edges of exposed lumber 1or bench 101)9, IOw wall!1 etc_, where aurf.ar:e contact is provhJ~d 4, Post base -set post column base es shown on drewlng:1, providing minimum 1" clear all sides from 1ini!lhe(I p¢$1 PMt 10 top ol p.piving, 5. Count~rSink n$i1$ $nd bQlt~ in all IQc~tiQn~ where surlaee contact Is provided, i.i,., bl!lneh top, etc, C. Pli□tiDA end 51110 1, fill ~II se111T1s ~nd craclts with lilleK c.i:iulk .pndior woQd dougtt to insure an even surface, APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS. 0. 2. Sand smooth ell expoHd surfaces ii spocitiM <I$ S4S, J. Prime GIii painted $Urtaces with onci coa1 primer. 4. Paint wi1h minimum two finish coals tor painted surlace'!I_ 5_ $ta.in with minimum two finish coats for stain aurli11¢e$ Protec:licn and Cleanup Prot,:ct itll exl:!lting work from pa.int overspr-1:1y. 2. upon completion at work, remove 1111 scrup wood, debris. material9 and tool,: from site, v111 Metal Work Scope of Work P~ovide all labor. mal,:rial:!11, tools, equipment, lt:iitisportation and ni!'¢tl!S~PV incider,tals tor comi:,,ll!ltion ot pit meial work a:s :shown on the drawing:s ini:'luding but not limited 10 tl"lt!1 f(lllowing: A. Material:, 1, Steel tubing in 9i.zes shown on lhl!I (lr.t11wings ASTM deslgnatic:,n SOO and.'or hand forged, cold ro!l@d wrought iron in slHs a$ !1hown on the drtawings, Posts shal be g,OYted in pAace usilg Por Rak or eq.Jal. 2. Hardware • Minge11, latches. bolts, wa~he-rs, screw!!!, etc. too• h~.pivy duty. l. Concrete -Class A ccinr:r@t• mm1mum 2,000 PSI al :a1 d.iys and/or 'Por-Aock' as shown on the dr11wings_ 4 Paint -Zinc Chromate primer, ·i;iustoleum· llnl$h 9urlace coats or equal. 'Metalizing' or ga,lvahizing or powdiRr coating it shown on the i:irawing~ e. Fabrication ond Insta1IatInn 1. Contractor shall make BIi me~$urements for labtiCHllOn in field prior to start111g work. 2, Horizontal bi!lrl!I: to h1per wi1h grade or eitep wllh grade as shown on the dr'lllwing!!I. Ve-rt1cal b .. rs to be plumt;,. C. Welding 1. Welding to comply wilh the requiremenl!'.I QI slor,dard code lot ARC and Olis welding. 3. All welds to be c:ontlnuou:, and free ol cracks. crater$ and porosily. T~ck. welds not acr:@pl11ble, 4 Grind ,moolh all Pxpo'!led wel.:!'!1:, m.atch adjoining surfaces. 5. Plug all open eJ1ds lillld tops pnd weld. 0. Painting Prime 1111 metal work witl"t one coat Zinc Chromate primer. 2. P-11int 9111 meteil work will'! 2 coats ·Au81oleum· in semi gloss or 11 .. t as si'lown on the dr-11wings P.iinl to be 4 n'lil"!:I minimum dty thickness •ach. 3 Prim~ Rnd paint per abov~. All field welds E. Protection and CJe:onuo 1. Protect all existing work. from p.iint overspr1;1y. J. Obt-11-m Fir• permit where r1tquired tor on site .,elding :3 Upon completion of work. remove 1;1II ~(lr~I) iron, d•brl-s. materials: and tool:!1 1,om si1e IX. LANDSCAPE LIGHTING Scope-ot Work ~ro_vide all labc:,r, material, tools, equipment, transportation and neces11ary 1nc1den1;11~ 1or the compltl1011 of all landsc-11pe lighting 1!115 shown on th@ drpwings including but not limited lo the tollowing: A. Mat~ri~I 1. 2. Lighling Fi11:tures: Land!:!C9pe up lights, pC:,lt:-mounted 1ixtures, w(III mounled fixtures, and low voltage lighting as shown on the-pl .. n and tilt;ture schedule. Conduit • Sehiiidule 40 or b•ller per local electril;'cll code, wire :.hd sias per (lr.piwing and sehtdules and/or non-metl'lllic dlrec1 burial '!1:heathe-d cable es :1hown on u,e drawing!'J. J. ~anels, breakert, meters, ell!tclrii;pl service pei:lestals, time switr:he-s, photo cell$ pnd r.-latei:I n-l!lrdwpre as shown on the drawings. 4. Concrete · Cla$$ A i::oncrete minim\lm 2,000 PSI at 26 days. B. Lighting fixture Instanatioo Provide all lighting ti~tur''ltS wilh Underwrilers Laboratories labeling and where exposed to weall"ll!'r 'damp 1;1r1;!11' l11beling, Prowidc ell filr;:lurea, i:aole!i, etc:. wilh permanent !evel or p•rpendi~ulpr support and guarantee to slay in alignm@:"nl tor a period ol one year minimum Posts to be dir@ct bvriat or mount~i:I to ltmpl.,111;! b~se All as shown on drawing$ !;Ind fixture ~chedules. c. Uodemrmmd .....lli.5..Ui.b.u.l.J..!2n Provi(I• p1o!$1i,;: cond\li1 and conduclors in utility trenche$ pl;!r loc~I code or in. The 1,1se of non-metallic sheillthed cable rated tor underground use is approved (if allowed by local authority) if sui1ably protected (i.e_, in a tre-nch wilh other piping, with a c::onc;:retl;! J" c~p or with buried Redwood planking). □. Pistribulicn Panel Pedestal Provide panels, br~al<.ers, electrical 5ervice pedestals as shown on the- drawing$ complete with time swilches. pM01oc@11s and re-!-11ted h~rdware ~s required. "AS BUil T" RCE ~--EXP DATE REVIEWED BY: INSPECTOR DATE 1---_-_-_-_-_;_-_-_-___ __,_+-__________________ -----·--.. -·--.------------+----+---1-------l-----ll 1 ·E~~ I CITY OF CARLSBAD PLANNING DEPARTMENT ·-___ ________, --·-•-, -· ·- -----+---+-----------------.. ~ .. ,., ........ ~--,----+------+----+-----+-----CONSTRUCTION NOTES FOR: ------1----+-------------------TIERRA SANT A FE -+----f----•--------------------+---~-~Mi--,•-••-+----+----t CT 90-4, HDP 89-50 , .. _, .. ___ .. __ . __ +--------------·---------1---~f----+---+----t ~=====::;:~==::::;;==::::::;;;:::===============~ APPi:s._1YO)/ , / /,, (l ·-I\PR 11 1994 DA1£ INITIAL , DA1£ INITIAL DA1£ INITIAL [NCINITR Of WoRK REVISION DESCRIPTION OTHER APPROVAL CITT APPROVAL .-·r, ., 7 ~e..,:=.P"'=-------- Ass1siANvPLANNING J)lRECTOR DA TE DW'N BY: r,nc_..,. : ' CHKD BY: P, lA •A RVWD BY i L-CT 90-4 93.309 -·1 ~q A WING NO. 1 334-9L JOB ---r.r..nG #//JUt,J CALSENSE INSTALLATlQN NOTES M01SJlJRE SENSORS ONE (1) SENSOR FOR svrnY FOUR (4) VALVES ARE REQUIRED EG A CALSENSE MODEL 2100·24 REQUIRES SIX (6) MOISTURE SENSORS PLACEMENT OF SENSORS SHALL Bf THr RESPONSIBILITY OF CALIFORNIA SENSOR CORF>OR.A llON ANO GFNTILE./MURRAY ASSOCIATES CONTRACTOR SHALL AS BUil T LOCATION OF ALL SENSORS SENSORS SHALL BE CLEARLY MARKED, AND EAStL Y LOCATED IN FIELD CONTACT CALSENSE 2075 CORTE DEL NOGAL, SULTE J CARLSBAD. CA. 92D09 (619) 438-0525 GENERAi NOTES-Fl OW SENSORS CALSENSE MODEL FM FLOW METERS SHALL BE INST Al.LEO IN-LINE ONE (1) PER WATER METER, AS PER NOTES, WITH 10 PIPE DIAMETERS OF PVC PLPE DOWNSTREAM OF FLOW SENSOR ANO 10 PIPE DIAMETERS OF PVC UPSTREAM, PIPE SIZED PER FLOW SENSOR SLZE. EG: 3" MAINLINE, 2" SENSOR 20" OF 2" PVC DOWNSTREAM AND UPSTREAM RESPECTIVELY. FLOW SENSORS SHALL BE INSTAL.L.ED TEN (10) PIPE DIAMETERS UPSTREAM OR DOWNSTREAM FROM ANY VALVE. FITTING, METER OR BACKFLOW DEcVICE. WIRE, FROM FLOW oENoOR TO CONTROLLER SHALL CONSIST OF ONE (1) BL.ACK ANO ONE (1) RED STANDARD #14 IRRIGATION VALVE WIRES. FLOW SENSOR SHALL BE HOUSED IN VALVE BOXES AS PER IRRIGATION REMOTE CONTROL VALVE,S SPECIFIED ON Pl ANS AND MARKED"F S" INSTAL.L.ATION DETAILS AND ALL OTHER REQUIREMENTS FOR CALSENSE SYSTEM ARE AVAILABLE AND $HAL l BE OBTAINED FROM CALSENSE 2075 CORTE DEL NOGAL, SUITE J CARLSBAD, CA 92009 (619) 438-0525 .... lll!!l~I FORSUM/SUMMERS & MURPHY, INC. 34118 COAST HIGHWA'i. DANA P(~NT CALIFORNIA 92629 177414%-6111 LANDSCAPE ARCHITECTS 1n 4, ' I ~\ --.....J..-, \ ," \ . ® 6::0' ' • "' '" "' 1 I .· , , t. I R 1 tf '·1f l --- ~ '----, s6 . 8· -...::, '8' ·--... ,.> '•• .. ...... I ' I ... I:~;' / ci"v' ' , '·'8' ' I I I I I I ! ' I : : ' ! ; ~)' o; " , . . # //4/.,/ I/ /t+1 /'/ / . ' ,_) . I fl 4-G, 1/ /,/ • l \ ~1:s. ~i ,l9 ry; d \ ! I ' I I I I '~ I~ (, Ii ,L ~ 15 '. -- , ' ~y -c? \ ];.'"\ '/ , .. 'f'-,,) ~'-; \" ' ' ' : \~ l '>.Ji 7' <,, 0, / ~l\,y EJUTTf<['.,S Kt. Y ,, 4 5! ILL/ \ "• 'v : I I. I . I I ' ., I I I I .. -I ' f; --- '==1Jr:..,.. --- ------=---.;. .---· / ' .=:=._ '/_'t:__ '--'",...-',\•;>c;r: -~}§:;?:~ ,·-;7-}';·~:i [;~J.:: =-t'~ ' ." ,l__ jf t-: __ I------->< =:,-,; :r~-;, r:f~: .<P' " l r / -r-;--/,/ ~ ! li:ti~-~~,-;~:~:ff:.::-::·\~-lft::C.T I /'fJ; ~--\~ KEY MAP N.T.S. I l , ' / / f / I i .. I ·1 .. , I I I I . I f I I • "AS BUILT" Qromw,.,~ z-11-rs ~ .. LAA( EXP,---- REVIEWED BY: L_§(~ /N5PECTOR E'.illf',JJ OF CONNECTION RECU\IMF[) WATE.R ME:. TER WATER McTcR SIZE MAXIMUM DEMAND DE"SIGN PRESSURE CffY STATIC PRFSSURE HYDRAUI_IC GRAOIENT "A" ?" 38 75 84.8 N/A GPM PSI PSI EL INOICATES FEBCQ 825 YA RE.OUCE:.D PRESSURE TYPE BACKF-LOW DEVICE IN LE MEUR OR LA MAX STAINLESS STEEL VANDAL RESISTANT ENCLOSURE- INDICATES HAROIE 102 NO MASTER VALVf INDICATES CALSENSE FLOW METER CONTROLLER LOCATION SIZE -2" SIZE -2" SlZE -2" CONTROLLER LOCATION "A" CALS!cNSE 2100-32 WALL MOUNT CONTROLLER WfT!cE;MINAL STRIP. ENCL.OSED IN A LE MEUR VANDAL RESISTANT STAINLESS STEEL CABINET (CONTRACTOR SHALL PROVIDI, 110 POWER TO CONTROLLER) INDICATES RAINGUARD RAIN SHUT DOWN SENSOR. INSTALL Willi CONTROLLER PER MANUFACTURER'S SPECIFICATION. PRESSURE INFORMATION PER CARLSBAD MUNICIPAL WATER DISTRICT MR. ERIC PHILLIPS (619) 753-6466 SOiJN[lWALL GENERAL NOTES: f'1/'sl LI & !Ji ffS I 1--1 c_; OL£f Ve Dlfee-Tl--1 l'G+AJW'zoT i.-lAll ft:OP11 14v APPROVED FOR PLANT/ING AND IRRIGATION ONl Y /NCLU<DlNG PRECISE LOCATION OF PLANTING AREAS~ .. CONTROLLER LEGEND: A CONTROLLER LOCATION TORO VIS/ON II 9 STATION WALL MOUNT CONTROLLER LOCATE INS/DE GARAGE. (PROVIDE 110 POWER.) NORTH SCALE: 1"=30'-0" 30 0 30 60 ~ \ ! • 41111 1, 2, CONTRACTOR SHALL INSTALL ALL MAINLINE OUT OF CITY RIGHT OF WAY MAINLINE IS SHOWN ON SIDEWALK OR STREET FOR CLARITY ONLY SEE DETAIL "TYPICAL POINT OF CONNECTION" FOR IRRIGATION MAINLINE CONNECTION TO INDIVIDUAL PRIVATE LOTS. -;::)(:=---~:ff 3 CONTRACTOR SHALL VERIFY ALL RIGHT OF WAY ARE GRADED PER CITY STANDARD GS-1 (2%) TYPICAL ALL LOTS. \.t-1'\DSCAp sUM ~,oND'4r <v..i.:z:-{f..fl:, d':..'. c'> Ce ~ . __, I ' ' ; _, ' i ' , ' ; . 4. 5. ALL CONTROLLERS ON PUBLIC AND PRIVATE LOTS SHALL BE OUTFITTED WITH ONE (1) RA/NGUARD AUTOMATIC SHUT OFF DEVICE. PLACEMENT PER LANDSCAPE ARCHITECT. i -·7-) SEE SHEET L-\!t~FOR IRRIGATION DETAILS AND LEGEND_ '• f5HITl7 CITY OF CARLSBAD IStiEETSI J----+----t-----------------+---+--+---"t------t ~ PLANNING DEPARTMENT 39 t----+---+------------------+----+---+----+----1 DA TE INlllAL DATE INITIAL DATE INlllAL ENGINEER Of WORK REVISION DESCRIPTION OTHO APPRIJVIIL CtlY N'Pl!OVAL IRRIGATION PLAN FOR: OWN B: CHKO BY: FIELD BK: TIERRA SANTA FE CT 90-4, HOP 89-50 CT 90-4 93.309 ' '' DATE DRAWING NO. 334-9L JOB #770009 F L -•. \,cc 6, r- 1 ..... H ~ t..r>I U-1 w (J) '. u./ I z 9 7 i 24€, s I _)_ ... • ':l tl [2_d_i3] ,,, I 3+00 i )()' \() )C 0 u V'L .... < -I.I.I .... ...I < . l...b e" -¥ 2*00 \ C • i "' I V. --r' ~JTy_ i ~@.lfl,4~~~P"""2B-,-.... --t.uil-~-l4rl C -r,r..,,. ) ' '·,,,I o:.c.;· I II· 1 1 r • c-◄ -. .. -. 1;11~~~ FORSUM/SUMMERS & MURPHY, INC. l,4118 COASl HIGHWAY, 0ANA l\.)IN1, C'\LlfORNIA 92629 (714) 496-6111 LANDSCAPE ARCHITECTS APPROVED FOR PLANTING AND IRRIGATION GNL Y INCLUDING PRECISE LOCATION OF PLANTING AREAS. r-') tl'. CONTROLLER LEGEND: __ A CONTROLLER LOCATION TORO VISION 11 9 STATION WALL MOUNT CONTROLLER 1 LOCATE INSIDE GARAGE (PROVIDE 110 POWER.) 1. 2. 3. 4. 5. 33-f CONTRACTOR SHALL INSTALL ALL MAINLINE OUT OF CITY RIGHT OF WAY. MAINLINE IS SHOWN ON SIDEWALK OR STREET FOR CLARITY ONLY. SEE DETAIL "TYPICAL POINT OF CONNECTION" FOR IRRIGATION MAINLINE CONNECTION TO INDIVIDUAL PRIVATE LOTS_ CONTRACTOR SHALL VERIFY ALL RIGHT OF WAY ARE GRADED PER CITY STANDARD GS-1 (2%) TYPICAL ALL LOTS. ALL CONTROLLERS ON PUBLIC AND PRIVATE LOTS SHALL BE OUfFITTED WITH ONE (1) RAINGUARD AUTOMATIC SHUT OFF DEVICE. PLACEMENT PER LANDSCAPE ARCHITECT_ SEE SHEET L~OR IRRIGATION DETAILS AND LEGEND. 74 i I k ~--.) ~-) / ,,, ' "" ·1 ~ ·, H'.'"'7. ct.Ji ,:x·) , ~ CORT~ ES;LENOt 'j ~ I 0 1 1 ,' ' I~.• .X.! ' ' "•~ l CALLE BA.RCELON NORTH SCALE: 1"=30'-0" .30 60 \ i '' ,) " ·".J ,0' ·,,-.. , ru + 0 0 < I .-; , <.,--. l) . '-~ ~ "' 1 ',I (!f'f }61 f;f. - / 1 ( , . I, )~.), u t _, / 1 / I • ' ' \ f XI'; r1N1: ' 8 f-1 c e> - I r ' ' j. I '1/ .==-__ .::::~-"' ~ / .{,.·-·-_ -. l"'~T .,. .. # ~r=r~ C,"',i / --- KEY MAP N_T.S. ---- ~~., -~- .:::.=-----=-- "AS BUil T" I I ~ Ci! l.U u ~ l.U -.I -.I c5 , / \ -, I :f--ctn~p~ 7--11~ ~~ 1~1 EXP_ DATE REVIEWED BY: L.,6/ade-1-1/-t{;'- INSPECTOR DATE 61-+EeT L-1& HYDRAULIC CALCULATION l1ydr11u11" t;:Al,,.•J1111on !or Control va1v., ~-..t4-gpm Conlrolltr A_ , "" rnru .. ,£11 _ ! o,, Th<v .U- 1 ft«, ... ,. loss Tl>ru . .• Lo•• r"'u ~ Im., Y, .... D I.OH Tlwu .•. LO« Tlvu i. lo,s T"'u """""P. L6u nwu I ft,• y..,_. LQSS Tf11\/ Lo•~ T""1 ~ L•n T"'u lonf>"V L()Si Ttrru lD•~ Tt.u L""s Tllfu t..>uTtrru~ lDnTl'w w;,1.,,M,nnc i:,.ci.f.,,..,.,,,.,._n lh<ht ~, • .,., ......,.., si,~IM< M,;i,a..,-Ila"'• f-M~l,c, G,l!Ml~Vll"1~ G;il,o/B,alV.,"1~ G.>r,!/9,a-lr.>s-<, (' ................. , ~'i~&'l"!.- L F O< M-,. l.ft>l:..:.M- Lf OI M- l F ,_ U\11,;•"""" L,T.~_LN_ ~- 511htPIII Htlnlln:IO'llu I PIHi :::.;;:::1 -·---LM.• llVII """Tlw\l l<'HThN l<>t•Tl!rJ ~--l ... sllVII L,adT1'N ~--LIPS:1 llVII ~·-.,.,..n.u l•>n 11'w l<>HT'l'fV L<»:1 ThN l~n r..,, Lou Tbru "· "" "" "" "· ". L.F. ,_ L.f. e>I ,., "" L F.,,. "" SW)lout 1er,re1 11"'1 !attn -· -· -· -· -· -· -· ~---· -· -· -· L<>nl-.i-Thru ,,!:i/...Q "· o1 Elnlllk>n Snhlolll SvlftE 'gUrt; Pf•HtiH A11allal>lol ~ul>t<>l■I ~ysl•m \. ... M. PNHtil'tl :11 HNd "r<>l•I ~y•t•m L.<>11■-a Rot!l"1V•I P••Hv•• -· -· ~pm• .~P ..,., QP"'• ,-,,,,0 k<-li ---.,..,_ IJDIT>· -z_...et "'"' wm• ~~ ..,., -· -· H :;:: 1~.as :!: --vi""· . -, .. Qflffl-,,,~. :?ZI-::: Il ::~ -Ql.'l!l• !(lit ~ L<>H i§i ~ ---,u -·-IIJlfll-',.,.,_ -"""'""---..... --,,. a,:,m-..••.• Ion --'" --"' --.,, ---... ¢Ill----i(lSS iJp'I>-,_,,_ h>H --.,. --... ~--· i(lH ~ l..,n 4.'11 1<m ~ 11:!H ,.,,, ~.t!T l!!oll ~ CITY OF CARLSBAD J----1---+-----------------+---+--+---t----t ~ PLANNING DEPARTMENT t----1---+-----------------+---+--+---t----t ~ ~ 1----1----+--------------+---+---+---1r----1 IRRIGATION PLAN FOR: TIERRA SANTA FE CT 90-4, HOP 89-50 OWN BY: ~ PRO.£CT NO. DRAWING NO. OATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DA'!£ INITIAL DA'!£ INITIAL DTl£A APPAl!Vltl CITY N'PROVAL ~~~ ::: ~m--1 CT 90-4 334-9L 93.309 JOB #770009 ' ----~--------------- ) / --....._a,"~•' ;' • -,............. ---~--·--'' ' ·- },c:-_,.-::-•· -, . \ :~ '.~--- ,,-I ·/ --r FPon ' c:oiJc.: -\ , v-DffCtt \ ,...,c• f "1 .. ---"•-. -, Cf,LSENSE INST lj.L.Lt,_JIQL __ MQJ.:iil.!.RE 5-Et!SQRS. ONE' (1) SENSOR FOR EV~RY FOUR (4) VALVE'S ARE RtOUIREU I G A ,_ CALSl::.N&E:. MODEl 2100-24 REQUIRES SIX (6) MOISTURI:. Sf-"NSons -- PlACf"MFNT OF SENSORS SHAt l AF.: THf RESf,ONSIBtltlY Of'. CALIFORNIA StNSOF C.ORPORAlJON ANO GfNT1u::.1MURRAY ASSOC IA Tr S CONTRACTOR SHALL AS BUii. T LOCATION OF ALL SENSORS SHALL BE Cl. FARl_Y MARKED. AND EASILY l OCATEO IN FlELC CONTACT CAI.SENSE 2075 CORTE DEL NOGAL, SUITE J CARLSBAD. CA 92009 (619) 438-0525 GENE.RAL NOTES· Fl OW SENSORS CALSENSE MODEL FM FLOW METERS SHALL BE INSTALLED IN-LINE ONE (1) PER WATER METER, AS PER NOTES, WITH 10 PIPE DIAMETFRS OF PVC PIPE DOWNSTREAM OF FLOW SENSOR AND 10 PIPF DIAMETERS OF PVC UPSTREAM, PIP!, SIZED PER FLOW SENSOR SIZE. EG 3· MAINLINE 2" SENSOR 20'' OF 2" PVC DOWNSTREAM ANO Ul'STRcAM RESPECTIVELY FLOW SENSORS SHALL BE INSTALLED TEN (10) PIPE DIAMFTERS UPSTREAM OR DOWNSTREAM FROM ANY VALVE, FITTING, METER OR BACKFLOW DEVICE. WIRES FROM FLOW SENSOR TO CONTROLLER SHALL CONSIST OF ONE (1) BLACK AND ONE (1) RED STANDAP.O #14 IRRIGATION VALVE WlRES. n-ow SENSOR SHALL BE HOUSED IN VALVE BOXES AS PER IRRIGATION REMOTE CONTROL VALVES SPECIFIED ON PLANS AND MARKED ·F S ·· INSTALLATION DETAILS ANO ALL OTHER REQUIREMENTS FOR CALSENSF SYSTEM ARE AVAILABLE AND SHALL~. OBTAINED FROM CALSENSE 2075 CORTE DEL NOGAL, SUITE J CARLSBAD, CA. 92009 (619) 438-0525 212 51 [ill • ~ N / N '. ,_ "' '\'~ <.\ / \ / f:=:►· --:c=-,,...-,,....'""'11:---.:-d:---'-:.:,,-+--~ / ,;:" r~r ~ o , CORTE°'VIOL~A\, 'L- ' ....... ' I t··· ! ' ' ' I l' I -1 , 0 IMPr;,c, -,vr1..1 '59'~/ ~' tvo ~) ttvr( ... 4 ,' . ) '•. "--.... ,,__ ,: ,_) llof:, eDJNLQ£_C_QN.NECTteN ~-.... 111 4 FU'.:CLAIMED WATER METfR """8(-',. WATER METER SIZE 2:' _ MAXIMUM DEMAND 38 GPM DESIGN PRESSURE 75 PSI ? ' -.:-fv .,._"o-.,, '\1' ,/ u ., Q I I 1 ) I I CY I ' I"! (() 1 ' T . I' ' q ' ' I • I ' : I 6()' '150' 1"++···' ...... --- t • t )(_) Sl N "' 0 '° CIW SlATIC PRFSSURE 84.8 PSI HYDRAULIC GRADIENT NIA El INFORMATION PER CARLSBAD MUNICIPAL WATER DISTRICT /PHILLIPS (619) 753-6•66 INDICATES FE.BCO 825 YA REDUC~IJ PRESSURE TYPE BACK~LOW t\-- OEVICE IN LE MEUR OR LA MAX Sl /\INL.ESS ST!cEL 'I.. VANDAL RESISTANT ENCLOSURE SIZE -2'" INDICATES HARDIE 102 NO. MASTEl1 VALVE IND!CATES CALSENSf CL0\J\/ METER CQNTROLLER LOCATlill! s12~ -2" SIZE -2" CONTROLLER LOCATION ··s-· CALSENSE 2100-32 WALL MOUNT CONTROLLER WfTERMINAL STRIP ENCLOSED IN A LE MEUR VANDAL RESISTANT STAINLESS STEEL CABINET. (CONTRACTOR SHALL PROVIDE 110 POWER TO CONTROLLER) INDICATES RAINGUARO RAIN SHUT DOWN SENSOR. INSTALc WITH CONTROLLER PER MANUFACTlJllER"S SPECIFICATION '' AS UI LT" 1 ~al txP. APPROVED FOR. PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE 30 D ~--iii -- i., 149 27' S~a!lJre 60 j 2 _ 1 )Yp I I 00 OT = ; I 1' 6'-~1: 1 (J"' ,. ~ ; __ - ~I ~/EC • 9+86-30 . 240.41 -I I I 1 IO 26' ,.,,--'"\ '1 ,/ 'v-"/ ·,..-' / 'tt,. . ,-,.. / .. ' . I _,. ----~+-_LI.J'=J~ =---- .f.:!:Jr Lan ... LF.<11: ~ ... Lf . ., L-1111 Q@ ' , "' A ._ I' \ \, , .... 1~- l,,f, ;,I l..atw!1II at LF.!JI '--toli L.F.111 ...... Ill ~F .,t u!l+'Mli 1..r< 11111 UNmM LI' Ill UIW'li• L F al' LWifflllll 1-fi ;,; ~f E --.H ---.N .H .H ... ... ... @ L.F. of i,.,.,."'"' Lfd ~:Ill ~-~==== L.l':el __ _ LF6' l-1111 L.f. al "" L.F.« ,,. SMPIPIIII I 11-V I Hl9 I OHII LIi ........ Thi'-. .M:i.2 ft_ DIE-- -&utrtPb!f HYllem I OIIH ,-,.,..,,._ An11■1>14 :holot■I S)'Maffl LOH .. .......,.,.., .. H_ r.:11•1 Sywt•111 U>au• ~•klual l',.Hur• ----•~---------... ... ... ... ... ... .t,1 .,. Lon ,.n """' !I.JP -M:ii, ~ .. GENERAL NOTES: • CONTROi I ER LEGEND: A CONTROLLER LOCATION TORO VISION II 9 STATION WALL MOUNT CONTROLLER LOCATE INSIDE GARAGE. (PROVIDE 110 POWER) 1, 2. 3. 4. 5, CONTRACTOR SHALL INSTALL ALL MAINLINE OUT OF CITY RIGHT OF WAY. MAINLINE IS SHOWN ON SIDEWALK OR STREET FOR CLARITY ONLY SEE DETAIL "TYPICAL POINT OF CONNECTION" FOR IRRIGATION MAINLINE CONNECTION TO INDIVIDUAL PRIVATE LOTS. CONTRACTOR SHALL VERIFY ALL RIGHT OF WAY ARE GRADED PER CITY STANDARD GS-1 (2%) TYPICAL ALL LOTS. ALL CONTROLLERS ON PUBLIC AND PRIVATE LOTS SHALL BE OUTFITTED WITH ONE (1) RAINGUARD AUTOMATIC SHUT OFF DEVICE PLACEMENT PER LANDSCAPE ARCHITECT. SEE SHEET L-~GFOR IRRIGATION DETAILS AND LEGEND. CITY OF CARLSBAD t---+---+------------------..._--+---1----..._-----ll PLANNING DEPARTMENT l---+------t----------------~----4---l-----1-----1 ~ ~ DA l[ INITIAL ENGl"IEER Of WOffl< REVISION DESCRIPTION DATE l"IITIAL OTHER APPROVAL DATE INTIAl CTY APPROVAL IRRIGATION PLAN FOR: TIERRA SANTA FE CT 90-... , HOP 89-50 OWN BY: CHKD BY: fC1'\ i'I flELD BK: PROJECT NO. CT 90-4 93.309 APR l '.i 1994 DATE DRAWING NO. 334-9L JOB #770009 ~ L-) -C)-.,.._ ... __ 7•~=-....:... r;A-; FORSUM/SUMMERS & MURPHY, INC. 14118 C:()AST HIGHWAY DANA POINT, CAUFORJ',.'IA 92629 (714) 4%--6111 LANDSCAPE ARCHITECTS i ' \ ··~ _, .,, ~ \ .. ,., " ..., ,;;, ,. , .... ,.. ""\.~. ' . .. I\. ' :J\ ····. ~ /· - 91 IJ~o~ -JJ <tf .. ·,, f . 0 0 I -, . •. -..__ 1r;· ... ·~ ' -1 / . j I • '-,t' ) \ / /, I / \ \ ·0. . \ "' ·<j ·-. Oo I -10 ., : APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS -'{. ' '" + c,; r ("\,j S,.l 1'-· ... :,. ) (/:) . I " ,, NORTH SCALE: 1"=30'-0" .30 0 .30 ~ ... ---i-t:: Signature 60 f I l I ( ... :_!,11 ·· .. ·' -i, ) . • -' I j ·--~ ... ~~~ -....:· .. --.......... -... ·--I .. . ·-·----~:..._-., ... !\'._Z -. .' . I ;, .,. '·''" 7--/ ~ ' . i -. -~ I n ~~~,._ I -~- --.;, ~ ~-:~::-\\ ,- ~----... - 246_2() --------- "AS BUil T" M 1)\,,,.F¾ -J9PJ/ EXP_ --- Rt\n~ }~'-~ L,1~ INSPECTOR 7-1145 DAlE GENERAL NOTES: 1. 2. CONTRACTOR SHALL INSTALL ALL MAINLINE OUT OF CITY RIGHT OF WAY. MAINLINE IS SHOWN ON SIDEWALK OR STREET FOR CLARITY ONLY. :~ JI ql1':!&-,. I SEE DETAIL "TYPICAL POINT OF CONNECTION'" FOR IRRIGATION MAINLINE CONNECTION TO INDIVIDUAL PRIVATE LOTS. KEY MAP N.T.S. CONTROLLER LEGEND: ~ CONTROLLER LOCATION TORO VISION II 9 STATION WALL MOUNT CONTROLLER LOCATE INSIDE GARAGE. (PROVIDE 110 POWER ) 3. 4 5. CONTRACTOR SHALL VERIFY ALL RIGHT OF WAY ARE GRADED PER CITY STANDARD GS-1 (2%) TYPICAL ALL LOTS. ALL CONTROLLERS ON PUBLIC AND PRIVATE LOTS SHALL BE OUTFITTED WITH ONE (1) RAINGUARO AUTOMATIC SHUT OEF DEVICE. PLACEMENT PER LANDSCAPE ARCHITECT. SEE SHEET L-tt,eFOR IRRIGATION DETAILS AND LEGEND. CITY OF CARLSBAD I SHEETS I l----+----+------------------4-----1---+---+--_. PLANNING DEPARTMENT 39 1----+----+------------------4-----1---+---+--_. t-------+----+---------------+---4--___....--1-----1 IRRIGATION PLAN FOR: l--:::-:-,:::-+-::-::=.,...+.Lal~-----------------+--"-+---+---+----1 OWN BY: D" TE INITI-'l D"TE INITI-'l DATE INlll-'l CHKD BY: t-OT-HE-~-APPIICJV~-Al-+-a-TY-..__~-□-V--'l-il FIELD BK: REVISION DESCRIPTION TIERRA SANTA FE CT 90-4, HOP 89-50 PROJECT NO. CT 90-4 DATE DRAWING NO. 334-9L 93.309 JOB #770009 I t I -· .......................................... .. .. e 66 - .. -. 1r,~~· FORSUM/SUMMERS & MURPHY, INC. )4118 COAST HIGHWAY, 0A~A POINT, CALIFORNIA q2629 (714) 496-6111 LANDSCAPE ARCHITECTS 6/ 50' I i 90 58 r 221 1 1 L. "''"'" ... ! 'YPf "[J" '"")5(),· ., . ......__,_ I f o~o f " u I / I 1)' I "' I " "I I ! ~~ ·.~•I •, ':; 1 ()(1'7, + 8 \ .. >--" ·,, ,._.) ..... :s··> ~'~ i )4 7 4 : i ............. , _j APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS Kt. Y 0 4 0 . I -::---:.. 4 . 0-------- -. i )24 ~--j- I J. ' \ \ i SEE DETAIL ~~,.. . I tl / J HEREON 1:,.-/ C ' .. ' ... , ) 4 , .. l. .:.. ,L J I NORTH SCALE: 1"=30'-0" 30 O 30 60 I J ' ' ! ,, 220 \ ---.., \ \:·' .,,_ . ~t~l,· \• ... __ . \, ... \;_. \__ '\.:.\ . . .. . .. \ ,, ,w ~ ~ ... \._ .. 4--!ll_ -----<..--0: ~II'-:, "78'-JO'' L-J(p ,. . =<il -------!IP, ' . ' / )4 8 i Si~•wre /, / / / / / ------ DATE" REVIEWtD BY: L.~ INSPECTOR lf.!;"F ~1-WiA :"'. MN'M- ~~-Jn.'t -~- :r..:=--..;-,.;, .. );g,;~~. !'1';,n,:-;;,- KEY MAP N,T.S .. GENERAL NOTES: 1.. CONTRACTOR SHALL INSTALL ALL MAINLINE OUT OF CITY RIGHT OF WAY. MAINLINE IS SHOWN ON SIDEWALK OR STRE6T FOR CLARITY ONLY. 2. 3. SEE DETAIL ''TYPICAL POINT OF CONNECTION" FOR IRRIGATION MAINLINE CONNECTION TO INDIVIDUAL PRIVATE LOTS. CONTRACTOR SHALL VERIFY ALL RIGHT OF WAY ARE GRADED PER CITY STANDARD GS-1 (2%) TYPICAL ALL LOTS .. CONTROLLER LEGEND: A , 4. ALL CONTROLLERS ON PUBLIC AND PRIVATE LOTS SHALL BE OUTFITTED WITH ONE (1) RAINGUARD AUTOMATIC SHUT--ofF DEVICE. PLACEMENT PER LANDSCAPE ARCHI iE(;.1 .. CONTROLLER LOCATION TORO VISION 11 9 STATION WALL MOUNT CONTROLLER LOCATE INSIDE GARAGE .. . \, SEE SHEET L-lt,r..f'OR IRRIGATION DETAILS AND ~.§ND. (PROVIDE 110 POWER.) 5. ~ CITY OF CARLSBAD ISHEETSI 1--~--+-----------------+---+----t--..,-----t ~ PLANNING DEPARTMENT 39 1--~--+-----------------+---+---t--..,-----t 1-----+----+---------------+---t---1,----1------1 IRRIGATION PLAN FOR: TIERRA SANTA FE CT 90-4, HOP 89-50 ASS OWN BY: i:?!"-t--.,,-DA:--;TE;:-lf-:IN:=r'=".nAL:7-t.......,..__-------------~D;:;A~TE~t-;1N;;;clTl:;;'.A1.:-;-i~DA;-;TE;:-~,;;;;Nl:;;llAL~. ~ CHKD BY: ll;1'1,l4 ENGINEER o.-._ REVISION DESCRIPTION DTI£~ APPRIIVAL CITY APPROVAi. FlELD BK: PROJECT NO. CT90-4 93.309 DATE DRAWING NO. 334-9L JOB #770009 --r' (iff.) ff0r1 ·---:'f d!:= Of 6L.Cf'S . KEY MAP N.T.S. .al'lll,l"ll',111 r. --- - .... 1 './ STORM DRAIN EAS(MEN T -. ---' -·---·-· EX , o· SEWEP ~A DOC. 89-" ,17 ·------, REC /11/ ME, ; I , ' • .._, '->:.,,_"1-' ( APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS. "' + 0 0 .. 1 ~ 190,/ / 4-f 0 0 ·2.0() ,t 2"-,, :) r co ~· ,r 111 r 1 ' i I I ' ,. / t ~ 441 " -c;,, 4 I • i I i ' ;._ 4 0 I I I ,.MAI I I "!! ~ 4 1P I I I I ii I 8 AVENIDA NIE!VE[ -~-...... ,, .... _ MAT CONTROLLER LEGEND: A CONTROLLER LOCATION TORO VISION II g STATION WALL MOUNT CONTROLLER LOCATE INSIDE GARAGE. (PROVIDE 110 POWER) NORTH SCALE: 1"=30'-0" .30 0 30 60 ~~~-o~~I I i I j S,pture I I \ 0210 .. / ~?.>,..., -~ -t'/_ I "AS BUil T" j?»l))...l. LMI EXP. ----DAlE REVIE.W~ ftY: L. «'ae4__, INSPECTOR .... -. IYl~I FORSUM/SUMMERS & MURPHY, INC. 34118 COAST HIGHWAY. DANA POINT. CALIFORNIA 92629 17141 4'l6-,',t11 LANDSCAPE ARCHITECTS GENERAL NOTES: 1. 2. 3. 4. 5. CONTRACTOR SHALL INSTALL ALL MAINLINE OUT OF CITY RIGHT OF WAY. MAINLINE IS SHOWN ON SIDEWALK OR STREET FOR CLARITY ONLY. SEE DETAIL "TYPICAL POINT OF CONNECTION" FOR IRRIGATION MAINLINE CONNECTION TO INDIVIDUAL PRIVATE LOTS. CONTRACTOR SHALL VERIFY ALL RIGHT OF WAY ARE GRADED PER CITY STANDARD GS-1 (2%) TYPICAL ALL LOTS ALL CONTROLLERS ON PUBLIC AND PRIVATE LOTS SHALL BE OUTFITTED W1TH ONE (1) RAINGUARD AUTOMATIC SHUT OFF DEVICE. PLACEMENT PER LANDSCAPE ARCHITECT -· SEE SHEET L-tt,tl!FOR IRRIGATION DElAILS AND LEGBfil,c? SHEFT L-21 IRRIGATION PLAN FOR: TIERRA SANTA FE CT 90-4, HOP 89-50 DATE OWN BY: ~ PROJECT NO. ~-=-o ... .,..,TE=-l-:,-,1111"'T1"'AL,-+'[.l,l,..---------------+--:D:-:A-::TE:--ir:,111=n,.::-:-L+-::D7 .. TE:::-+.:IN;;;ITI;;-;Al-;--1 CHl<O BY: ~t,f M ENGINEER OF -REVISION DESCRIPTION 1--[IT-H[_R __ _.__V/IL-'-l'---CI-TY-AP.LP-RO_V_Al--t FJELD BK: CT 90-4 . DRAWING NO . 334-9L 93.309 JOB #770009 ····-----------------------------------------------------------------------------------------. . -·--IMJ!!'l~I IRRIGATION NOTES: -ASSOCIATION SYSTEMS CONTRACTOR SHALL VERIFY STATIC PRESSURE AT THE SITE PRIOR TO BEGINNING ANY WORK. IF PRESSURE IS INADEQUATE TO OPERATE THE SYSTEM DESIGNED CONSULT THE LANDSCAPE ARCHITECT PRIOR TO STARTING ANY WORK. IF PRESSURE EXCEEDS 80 P S.L, A WILKENS 500 SERIES PRESSURE REDUCER, LINE SIZE, WILL BE REQUIRED. IRRIGATION MAINLINE AND VALVE LOCATIONS SHOWN ARE SCHEMATIC. INSTALL MAINLINE IN LANDSCAPE AREA, ADJACENT TO LATERAL LINE WHERE DESIGN ALLOWS. INSTALL VALVES IN LANDSCAPE AREA, IN SHRUB BEDS WHEN POSSIBLE, SO THAT THE VALVES MAY BE CONCEALED WITH PLANT MATERIAL INSTALL ALL MATERIALS TO COMPLY WITH LOCAL CODES AND ORDINANCES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF ANTI- DRAIN VALVES ON ALL DRAINING HEADS. NO LOW HEAD DRAINAGE WILL BE ALLOWED. CONTRACTOR SHALL ADJUST ALL HEADS TO ELIMINATE OVERSPRAY ONTO FENCES, BUILDINGS, WALKS, AND PARKING AREAS. FINAL LOCATION OF AUTOMATIC CONTROLLERS AND BACKFLOW PREVENTERS SHALL BE DETERMINED BY OWNER OR LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. OWNER SHALL PROVIDE 110 VOLT SERVICE TO CONTROLLER. IRRIGATION CONTRACTOR SHALL MAKE FINAL HOOK-UP TO CONTROLLER. · CONTRACTOR SHALL FURNISH ONE (1) QUICK COUPLER KEY AND HOSE SWIVEL TO THE OWNER FOR EVERY FIVE (5) VALVES. ALL IRRIGATION SHRUB HEADS ADJACENT TO SIDEWALK SHALL BE INSTALLED WITH POP-UP BODY AS SPECIFIED IN THE IRRIGATION LEGEND_ SUBSTITUTIONS SHALL ONLY BE ALLOWED WITH PRIOR WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. SEE IRRIGATION LEGEND, SHEET L-tZ,l~. FOR DEFINITION OF SYMBOLS AND DES_CRIPTION OF MATERIALS. FORSUM/SUMMERS & MURPHY, INC_ 34118 COAST HIGHWAY, DANA POINl, CALIFORNIA 92619 (714) 496-bl l I LANDSCAPE ARCHITECTS STATIC PRESSURE CONTRACTOR SHALL VERIFY STATIC PRESSURE IN FIELD PRIOR TO STARTING ANY WORK. IRRIGATION SYSTEM LAYOUT DUE TO THE SCALE OF THESE DRAWINGS THE CONTRACTOR SHOULD BE AWARE OF THE POSSIBILITY THAT THE NEED FOR MINOR ADJUSTMENTS TO THE IRRIGATION SYSTEM MAY BE NECESSARY TO PROVIDE PROPER COVERAGE. THESE ADJUSTMENTS COULD INCLUDE NOZZLE CHANGES AND/OR ADDITION OR DELETION OF INDIVIDUAL HEADS TO COMPENSATE FOR CHANGES MADE ON THE SITE. IRRIGATION VALVE PLACEMENT THE CONTRACTOR SHALL SET THE IRRIGATION VALVES IN SHRUB BEDS WHENEVER POSSIBLE. THE VALVES ARE SHOWN IN A DIAGRt}MMATIC STYLE FOR THE PURPOSE OF PROVIOING A CLEAR CONSTRUCTION PLAN. PRESSURE COMPENSATING SCREEN CONTRACTOR SHALL INSTALL ONE (1) RAINBIRD PRESSURE COMPENSATING SCREEN PER HEAD IN ALL IRRIGATION INSTALLATIONS. USE OF THE SCREENS WILL AID IN RADIUS REDUCTION, OVERSPRAY CONDITIONS AND FOGGING IN ALL PRESSURE SITUATIONS SLEEVING SLEEVES SHALL BE PLACED UNDER ALL DRIVEWAYS WHERE IRRIGATION LATERAL, MAINLINE, AND WIRE WILL CROSS. SLEEVES SHALL BE PVC SCH 80, TWICE THE DIAMETER OF THE PIPE, MINIMUM BURY 36" MINIMUM DISTANCE PAST EDGE OF DRIVEWAY OR CONCRETE WALK SHALL BE 24". WATER AND WIRE SHALL NOT BE PLACED IN THE SAME SLEEVE. RAINGUARD PLACEMENT THE RAINGUARD INTERRUPT SWITCH SHALL BE INSTALLED ON THE REAR OF THE CONTROLLER CABINET NOT EFFECTED BY SHADE FROM ANOTHER BUILDING OR TREE. ALL WIRING SHALL BE CONCEALED PER THE DIRECTION OF THE LANDSCAPE ARCHITECT EITHER IN A PVC CONDUIT OR OTHER MEANS AS DIRECTED BY THE LANDSCAPE ARCHITECT. SLEEVING INSTALLATION NOTE: SLEEVING SHALL BE MARKED AT EACH END AT THE TIME OF INSTALLATION WITH A PAINTED SPOT ON THE BACK FACE OF THE CURB OR OTHER SIMILAR MARKING. METALLIC BACKED LOCATING TAPE SHALL BE INSTALLED ALONG THE ENTIRE LENGTH OF THE SLEEVE 12" DIRECTLY ABOVE THE SLEEVE. TAPE SHALL BE MARKED "IRRIGATION" IN 2" HIGH CAPITAL LETTERS EVERY THREE (3) FEET ALONG TAPE. RIGHT OF WAY INSTALLATION NOTE MAINLINE. CONTROL VALVES, BACKFLOW DEVICES, ETC. ARE SHOWN ON THE SIDEWALK FOR GRAPHIC CLARITY ONLY. ALL IRRIGATION TO BE INSTALLED OUTSIDE CITY RIGHT-OF-WAY. APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRCISE LOCATION OF PLANTING AREAS. /RR/GA TION LEGEND SYMBOL MANUFACTURER DESCRIPTION PATTERN RADIUS GPM PSI PR -HUNTER PGHP (NOZZLE NOTED) SHRUB ROTOR F,ADJ. VAR VAR 30 .30 oo HUNTER PGS (NOZZLE NOTED) SHRUB ROTOR F,ADJ. VAR VAR 30 .30 £il HUNTER PGSLA (NOZZLE NOTED) SHRUB ROTOR F,ADJ. VAR VAR 30 .30 CONTRACTOR SHALL HAVE ON SITE ALL ARC DISCS MANUFACTURED FOR THIS HEAD AND SHALL FINE TUNE ALL ARCS IN THE FIELD TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT. +v'+' RAINBIRD PA-8S 15 SERIES SHRUB SPRAY F,H,Q 12' 3,1.5, 75 20 2.01 ...., 'lsi,o~6 RAINBIRD PA-8S 15 VAN SHRUB SPRAY ADJ. 12' .38-2.25 20 2.01 RAINBIRD PA-8S 8 SERIES SHRUB SPRAY 0 RAINBIRD PA-8S 15 CST F,H,T,Q 10' 1.3,,65,.43,.33 20 .72 SHRUB SPRAY STRIP C) 4'x28' 1.0 20 1.0 RAINBIRD PA-8S 15 EST SHRUB SPRAY STRIP 4'x14' .5 20 5 cb • (I ~ RAINBIRD PA-8S 22 SERIES STREAM SPRAY H,Q 18' 1.3, 65 20 .79 RAINBIRD PA-8S 16 SERIES STREAM SPRAY H,Q 14' 1.3,.65 20 1.31 CONTRACTOR SHALL USE RAINBIRD PRESSURE COMPENSATING SCREENS WITH ALL RAINBIRD HEADS LISTED ABOVE TO MINIMIZE FOGGING AND ASSIST IN THE REDUCTION OF IRRIGATION HEAD RADIUS ----INDICATES POP-UP BODY Bl WATER METER -SEE PLAN (RAINBIRD 1806sam/TORO POP-UP AS TYPE OF HEAD INDICATES. USE BOTTOM INLET.) • BACKFLOW DEVICE/PRESSURE REGULATOR -SEE PLAN FOR SIZE AND TYPE @ MASTER FLOW CONTROL VALVE -SEE PLAN FOR SIZE AND TYPE ~ CALSENSE FM FLOW SENSOR -SEE PLAN FOR SIZE AND TYPE .,. IRRIGATION CONTROLLER W/(1) RAINGUARD AUTOMATIC SHUT OFF DEVICE-SEE PLAN (9 RAINGUARD IRRIGATION OVERRIDE SWITCH -INSTALL PER NOTE (j NELSON #7645 QUICK COUPLING VALVE W/NON-POTABLE WARNING LABEL CAP. • RAIN BIRD PES-B-PRS SERIES AUTOMATIC VALVE -SIZE .PER PLAN 0 RICHDEL 713 APR 1" AUTOMATIC ANTI-SIPHON VALVE ffi RICHDEL 2600TF 1" AUTOMATIC VALVE ■ RAINBIRD AVB 100 ATMOSPHERIC VACUUM BREAKER .... BRASS LINE SIZE GATE VALVE -NIBCO OR EQUAL ~ PRESSURE MAINLINE: PVC SCH 40 1 1/2" AND SMALLER -18" MINIMUM BURY CLASS 315 2" AND 2 1/2" -MINIMUM 18" BURY ALERTLINE OR PACIFIC PLASTICS (PURPLE) PIPE. ,-NOZZLE NUMBER B q__ IRRIGATION HEAD ---PVC CLASS 200 LATERAL LINE 3/4" AND LARGER -MINIMUM 12" BURY ALERTLINE OR PACIFIC PLASTICS (PURPLE) PIPE. UV PVC LATERAL LINE -STAKE AT 10'-0" O.C. -ALERTLINE LINE PIPE -= PVC SCHEDULE 80 PIPE SLEEVE -SIZE NOTED -MINIMUM 36" BURY -···-PVC SCHEDULE 80 WIRE SLEEVE -SIZE NOTED -MINIMUM 36" BURY CONTROLLER STATION ~VALVE SIZE GALLONS PER MINUTE ~GALLONS PER MINUTE VALVE SIZE NOTE. REFER TO NOTE I. OF SPECIAL PRIVATE RECLAIMED WATER NOTES IN CMWD SPECIFICATIONS WHEN RECLAIMED WATER PIPING CROSSES POTABLE WATER PIPING \LERTLINE" PURPLE RECLAIMED ALL PIPING ON RECLAIMED WATER SYSTEMS SHALL BE "ALERTLINE" PURPLE RECLAIMED WATER PIPING PER SCH AND CLASSES ABOVE. NOTE: RECLAIMED WATER SYSTEMS SHALL HAVE CHECK VALVES INSTALLED TO PREVENT LOW HEAD DRAINAGE. "AS BUILT" ! l"\ •,-; I 'Yh , l~10et EXP. ·_o __ REVIEWED BY: INSPECTOR t-----t-----------t------------+----t--------------i----+---t ~ I c ITXA£!. ~PA1~~ BAD IRRIGATION LEGEND & NOTES FOR: DATE DATE TIERRA SANTA FE DATE: INlll"L DA TE IN111AL D" TE IN111AL F.NGINEER OF WORK REVISION DESCRIPTION OlljE]l APPROVAL Ori' APPROVAL CT 90-4. HOP 89-50 OWN BY: -11 CHKD BY· Pt;,MM 1 1 CT 90-4 RVWO BY: 1~ 93.309 DATE I flR A WING NO. 334-9L JOB #770Q09 I 2-ev-PASS WITH GATE VALVE (LINE SIZE -SEE DETAIL) fl :, r ·· 17 c>--' '""'•~t11 l ---l- \ MASTE,R REMOTE CONTROL VALVE (SEE DETAIL) BACKFLOW PREVENTER ISEF DETAIL) MASTER VAL VE NOTES· ' I TH!:R£ £Ht:lU-~ NO ffTTll',fjS o:i ~ECTl()NS 10 ~ F,"l(lUTIES e,["TWE(N l"l4E ~ M-0 BAO(fl.I)I{ ll$SEM8u . . . ~ ~ BAC1<Fl O,N R',{_V(_ ", 'Tt.H MAY NJT f£ I 1U:,•''!'.:1i.l...£D Ir\' l=\...OI..X.' ~,_'-fT.()F·Wll.Y. 3 (.()',::i'JH'\X::') ;?' HIGH FC'Tflll'/lr,.,G ~ (•c i (&) if') ,1 W.:..LL O"I 3 S10l5 Cf= a,t::,O<FlJJN I PR(V(NI fJ~ v.,---1£N 11'6111U...ED CN ' 4:1 o=l (ff"A!t.A 9-.U'E. CPtJ-i 00 ' 1-··-~ ~~~" -~~ Sf:'..llJ_ Bl: Al ~i-ru_ SID( Ct' ,· ( . ., ' ' St.()PE_ Pf<MOC Z 1iCRl2'.C«TAl =----{j) ~ 6(TWffr.j WAil ANO Bf.i(Ki-'IJ)W ITIEVENTER 1rM1N {2) a 00 .-.,OT 1N51AU. IN ARr.A (2)-• 36"MAX. . SlJf.i.JECT 1D F°Lo:)")NG (i) ~ • )li_'.rt,'-i ________ ~ --------,,-J-.=1-=c.'"-·r •. ... J~ --··· Ir \ ~~~l ' 1: M'T 1J ' l I f\... _....,r I r: ---(?) f ('\ Clfl------J_/ i::~: -.w 7 I '< ' _.:.) " 1'.l) '@ " ,, ,, II I/ // FUlUC PRJYAif ~Q!j~~Mf:fl.S .. f!~Sf'ONolB IL [I1 .. . C' _-_-_---=-:.::;..,. 'rO fW',: NSTtiti.fD ~Nl 'rO ~IPAL O'X.E en-; 1-4.00.0IO.-«XJ-SEC 5 a Tin.£ 17 OF lHE:. CAUFOIQNIA llflMINISTRATIV( tti;E !Pi'J SPEJ:/[Ms:; I R !,C<l_< '"' ""'-' ~;'<_,, __ ---,, __ i 1'YP£ I'; ~Tl'Jl€ t HAI'[) C'(],ffR ~ El'ltlSS~--~-('j:!9:)a Ei.l:bw (Si:..'il:O: .Jj:N1$ 7'8RfA[fl] flTTINGSj IB-!l.f.lASS NIPA, f ·····----· ,.,. -----4 .. ··-BRA~,UN-.,a.,.,_ . . . • AWSOVSD .. P.SS:fwBj Y ,0 I 0.JH(: f'COl ~, -,H --' M,=-T,=-R 1jf1 __ Qls:,r.~qJ ... __ , _ '° ·--··-' -- CARLSBAD MUNICIPAL WATER DISTRICT ______ ~ .. W'ffl qi_lf ' 2 INCH AND UNDER STD DWG_ NQ_ ---., .. ~ BACKFLOW INSTALLATION W20 AVCl)S"f 19-9:,' . ack!low revenrers shall be resred b a cerrified tesrer and r Ir B p y esu , m'-!SI be given 10 the owner and the Water Distnct Pipe between the meter and backflow preventer shall be "Schedule K Hard Copper_" with solder joints. i FINISH GRADE ,11---POP-UP BODY CUlA TRl'LE SWHG ..IONT MOOEL 005,-9 -04 W; 12 LAY LENGTH SCH 40 TEE/El__} ~----PVC LATERAL LINE POP-UP SHRUB SPRAY .. -. !~-~~ FORSUM/SUMMERS & MURPHY, INC. 14118 COAST HIGHWAY, DANA POINT, CALIFORNL°s 92629 (714) 496-6111 LANDSCAPE ARCHITECTS • 5-f BRASS QUICK COUPLER VALVE BRASS NIPPI.E ------11-o BRASS COUPI.ING --..._ BRASS NIPPLE BRASS ELL -------11-.~-- 1 CU f'T CONC ___ _..___ Q• ' , . " f'VC 1,411.LE ADAPTER "' PVC MAIN LINE QUICK COUPLER VAL VE AUTO-CONTROL VALVE--}; -~~-, (SIZE NOTED) r PVC SCH 4D MAINLIN"'-E---1: I (SIZE NOTED) 1 I .. , ALTERNATE POINT OF CONNECTION AT HOUSE HOSE BIBB, IF HOUSE 1$----------J. BUILT. LINE SIZE BALL OR GATE VALVE I I I I PER CITY REQUIREMENT.~ '\1.---......l-.L.,DQMESTIC SUPPi. Y LINE WI'. TER ME TEA BY DEVELOPER TYPICAL POINT OF CONNECTION ROTOR HI-POP ---------1 PVC LATERAL LNE--"' PVC SCH40 TEE DURA TRIPLE SWING JOINT MOOEL 005-9-04 w112·-LAY LENGTH A'hitOSfi'tEAIC VACUIAt ....... ROTOR HI-POP PURPLE RECLAIMED WATER VALVE BOX WITH Lil (MARKED .. IRRIGATION"') INSTALL:. ABOVE SHRUB BED GRADE -AT GRADE WN z :ll . "' PVC SCH 80 TEE CONTROL VALVE ROW□ 2X4 l,2-REO·□1 PVC SCH 80 MALE ADAPTER 1CU FT PEA GAAVEL PVC MAIN LINE REMOTE CONTROL VAL VE PIES5UlE SllE SCH 80 NON--f'RES5UlE SllE SCH 40 NOTE PAINT ENCLOSURE WITH 2 COATS ENAMEL COLOR PER LANDS ARCH 120 V CONDUIT PER CODE ON/OFF SWITCH - 6" ALL SIDES 4· DEEP CONC BASE DIMENSION TO SUIT . 0 • WALL MT CONTROLLER Vl'.NDAL RESISTAN ----ENCLOSURE l<Ot-----+-PVC CONDUIT SECURE TO BASE WITH ,t EA RED HEAD Fl'.STNERS o. 24V. WIRING CONTRACTOR SHALL GROUND CONTROLLER. J" PVC STREET ELL CONTROLLER I~ ENCLOSURE INSTALL IMPACT HEADS AT 90'ANGLE TO SLOPE VALCON ANTI-DRAIN VALVE -'1!!11!'~ l'.DV SERIES HEAVV DUTY GALV. STEEL PUNCH-LOK FASTENER -~--1iJ.-{"\ (2 REQUIRED) PVC SCH BO NIPPLE 1 SCHIIORL'- --- ROTOR HEAD -y-.,VI Ml) .IIIUR:MA~ ACNII""'- I !r --- ATMOSPHERIC VACUUM BREAKER AUTOMATIC CONP.Ol VALVE ANTl-s.tlON-VALVE . PURPLE RECLAIMED WATER VALVE BOX WITH LID (MARKED :·IRRIGATION .. ) FIN GRADE PRESSURE REDUCING~.--+--. ALVE fWC SCH 80 MALE ADAPTER . .. ". ~-0 ·..,"! ~..:_._ d' -~· ~ &~:-c,t" • ...0, ., Ill, ROWD 2X4 1 CU FT PEA (2 REO'D) GRAVEL PVC SCH 80 ◄~ELL PRESSURE REDUCING MASTER VAL VE 0 120 VOLT CONDUIT AUTOMATIC CONTROLLER 24 VOLT WIRIIJG FINISH FLOOR 'ft--~.._-FIRMLY SECURE ELECTRICAL CQN)IJIT TO WALL PVC SWEEP ELL PVC SLEEVE WALL MOUNT CONTROLLER SIDEWALK ' APPROX. s· POTA8l£ SERVICE LJNE--.<::./ 10' MiNfMuM ro POTAal.i; MA/NI.IN~ INS METER BOX WIM£i'E'R 12"MIN/MUM i C • ~ RECLAIMED WATEFIJRRk.limON MAINUNE W/SLEEVE Vl:RTTCLE CUNW'ICl: ~ IY-MIN1"6/..M IS ~TORYWI-EN~PATH ru' A,F'OrAflr..E WAYffil.JME. HSTALLAT10V OF fi€Cl..A&lf:DWA1$'/ '1Ji!G"IU:,,V MA.INI..IIE 2'' FROM FACE OF SJD£WALJ( W1U PROVD; 17-IE ~~$SARY ,u /-IORlZCXVfAL CL~E rnCJM PO'tl'>&.C. ~ IY rn~,rt"Re£;, POTABLESER.VJCE t:tNE OR0SSJNG APPROVED FOR PLANTING ANO IRRIGATION ONLY INCLUDING. PREcrsE LOCATION OF PLANTING AREAS INST ALL 2" ABOVE SHAUB BED GRADE-AT GRADE PURPLE RECLAIMED WATER VALVE BOX WITH LID (MARKED .. VALVE") IN LAWN RDW02 X 4 (2 REO'O) PVC SCH80 MALE ADl'.PTER MLL VALVE 111; PVC .MAIN LI'£ :tCU. FT. PEA GRAVEL GATE VALVE Fl.OW MRTRR INSTALLATION CAI.sENSE .• WHITE!: Ill,\.'~ \OX (111,J,ffTF,R OF Fl.01\1 MlTER SIZ!s STREET SURFAC£ --7 \ L . .:.,.,:;::::::::::::: NOTE AU. RE.::'..LAIM~DWA.rER rRRKJAT!QN PIP~ AND S1..E£\IES SHAU, St PURPLE A".10 LA.8EL.E"D A.'.!, S~FGJFl€.U IN." ·.S7fflfJARO SPFC./FIGATIO'IS F'()A Pl'l'lvATE" ,R~T/QN SYSrEMS"" "CARL5BAO RECLAUArlC,-., RUlfS ANO RECiUL4"fi0VS FOR C/..,WSrAUCDCr,J ~ /:'/EClAIMf.0 W_.,Ti:R J..fAl>JS" .JUN[: 19,91 POTABLE MAINLINE CROSS/NG Wh'l"8fU':'l(J(lP ,\!,I, WlRf. t;ON"-.lf.t'J"ILll-~ 1-1rn: (OOMMON\ BLUf.~ M/1.".TEP. CONTROL VhLrn C:111.:IEN!lf Ol1',GllJV,,4 f ~ "AS BUil T" RCE EXP_ REvtE\1/ED BY: DATE INSPECTOR DATE 1----+---+----------------f----+----t----+-----,i ~ [CITr:LA~ £4~1,~TBAD I~ IRRIGATION DETAILS FOR: i TIERRA SANTA FE l CT 90-4, HOP 89-50 -----1------1-----------'-----------!---+---+---+-----I AP:-c:Pc::R~~VE;2,~'~:"::~-~? /~-/j~~/j~f:iA~--_:A:_:_PR. 1 l 1994 -:--: ~-½ ~,:;,: .... ASSISTl\NT PLANNING DIRECTOR DA TE OA TE INITIAL F.NGINEER OF WORK REVISION DESCRIPTION OWN BY:/'~ -: I ~ f'R A~NG NO_ 1----=0:;.;A:.;;TE:;_-'-"IN"-lll"'AL-=---_._D:_:"_TE_:__--'---'l'---NI_Tlc_AL=--1 CH K D BY: _,,ft;....,_,1"]_,_,1"\"-'---, I • OTH[R APPROVAL CITY APPROVAL RVWD BY: , ~-CT 9~'? 334-9L 93.309 JOB #770Q_o9 POTABLE IRRIGATION NOTES: REFER TO CMWD SPECIFICATIONS FOR RECLAMED WATER NOTES. GEt:4EBAl The Conlf.,CIOr •hall Ob1'1ll't •nd pay f,;a,r lr'ly ■nd alt, building permits ■• ,11q1,1ir•d. M11nut■ctur■r's Dir9('110nt •nd det■H•dl dr■wlna• th4111 be tollowod In ■II c11:ses w""~'• the m■n:,tri1,ct1.ir•r ol ■rllctes used furnishes dir■cllona ,::ovvri1tg points nol :shown in 11,11 Or•wings ■ndl l\ot•11. C Ordin■nc(lt 1nd Regula11Qnt All lacal, "'"'l'li(lip■I and :tl•t• l■w11, r1,11111 •r,d r11,:iul■t10ns govarnlng or t11l111\ing to ■nY' l)Qr1iQl1 of irrig■tton wort ar■ h•r•l)y lncorpor■t!Jd Imo and made ■ part of 1r.e-t11 notes, an.Cl their pro1o11111on ■ •h•II b1111 ¢•rr1ed out by 01111 Contractor. Anyihing contained in th-noaes shall nc:i,I be cQn$trued to conlllct with ■n1 t,il '"• ■boll'e ruhtt •nd ni,gulfltiOf!:11 or rvquiu1men1, 01 the !il■m11. However, wl'lc,r. the!!le nQletl 1:;■II tor a, de$¢ribe material~, workm■n!lh,p, o, 1:;onslructlon of • ~1111,a,,r quality, higher $land•rd, or larger sin th■n 1$ r~uired b)' the •b~,e rule1 •t.d l'i':!jllulalions, the l)•Cl,..isions ol lhC:M '1otes shall t•li;e precedence, D Eio:planauon of Dr11wingt 1 . Du11r to the scale of dr■w1ngs., 11 il not poHlbl• to indklat• •II ott-ta, 1111,ng:s, sleevet, ••c., whi11:h m•y be requirltd. rnit Contractor shall care1,..11y investlgat• tr.a atructur■t ■fld flni!ll'l•O 't"ondltlon1 ■fleeting •II o• his wont ■11(1 pl•n hl11 w(M'lt k'(;ordingi)', 11,irnl:lttln,g■ ,,..,::h ■:s filting!l,et,::,, ■:111 may be rcquir.d to meet such condnior,9, Dr■'lllrlnQt •r.: generally di■gr■mm■tit: ■lld indlc■liv• ol ll"t• wort<. to ti« ins1aOM Tl'llft wof'I{ shall bt> in5t■lted In su,::" • m ■nner •• to ■YQi,:I (;OnWcts belwttn irrigation !l]'tlem:111, pl■ntln11 ■nd ■n:httee1u,-1 fe.11tures 2" T~ Corilr•r;.lor st-i■U no! willl1,1lly install lhe lrriQ■tion !l)t'!IIIM'l'I •t: ■hown On the drawings wtutn it l!il Ol)wiOu':1 m the liatl,:1 lh■I unknQwi'I obs:tr,..,::tiQns, grade ditlatrr:~e11 or di$Ctt;p,jlll'l(;ies in ■rea dimensions <ll'io:is1 thal mi!iltit not have been consictete., '" •nglneerlri!ill, Sucl'I obstruc1ion tir .,,Herem"• should be brougt-11 lo I~ •H"nUon of the Own,e1 O• l:and:s11:ape Arcl"tile<;t ■:s llODn a:!il PQ::!i$!b'9. In the event this 11otilicatmn is not p@rform@(I, 11',e lrri9ation Ci:,l'llr11<iitor ■hall as:!iluMe lull ~spons1bility IQ• ■ny revision n,:<:,;,::i;::sary SJJ..ll:MlllAL..S 1 Th• Conlra(:IQr ul'lall furnish lh,:: •t1i(;le:111, equipmenl, m•t•rt.l■ or pr<i,t';.t;:$.;ses s.pecilled by r'l■mtr m lhe (lr11wi'1g:ll and nole,t. Ho subslilul,Ql"t w,11 b• ■llo-d 1wllh01,1I prior written ■,ppl'Q.,,,.I by OwrMtr or City and Landt.c:;ape Archite-;-t. 2 Equipment or m.11teria1s 1ns1•11..i:t or lutni,a,to.d without p,,or-■ppro .. •I ,:,f tti.e Owner ,::,, l■ndsc■pe Arr;t,,itecl may b• ,..jtll"'lill'(I •nd the Conlracl(lr .-.quired lo remow• aucll .,. .......... , lrom lhw •"• at hi .. (1•11 e•p11:ns111 :;I Ma11u1■cturer·• w■rrant~t, •"•" not reli<tv• the C:ontr111ii;to, of hit: Ii.ability under IM 9u~n~nle-e. $,..,::-t, warrant~$ shall only sup~ment the gu .. tljlr'llc,e. !I Record •"cl ~s-Buiff Dr•wi,-fil'III C 0 1 The Con1r,.c:1or shall pro.,ide and k•cp up-to-(l;ail,t c"mplete ■,t-bvilt dr■wlng.s indicating lv1;a1ions, sizes. an.m kinds ol equipment installt-<'1 P•i'11s lor tllit: purpose m•y be oblJii,-J l•orn the Lan,:lt,,;;-ape Archit,:<;t -at cost. Thia aet ot dr■wlnas sh•II be kept on """ ■ite ■ncl shall M I.IMO only •• "' re-cord met. As built dr-inos •"'-11 tie prepare,d by the CQr.tl'Ktor. a,s work pro~~e$ . 2 TM-,:lr■winos •hall also -l'\le _.., worll p,ot,,..•• •heelt., ■nd lh111 Conlfll(:l(lr shall makt' ""'at and IC,Vibk-nolalir.)1"111 thereon dail,-•11 I~ woR prQC-ds, $"<,..,in9 the work ■a it l:1; ..:tu■lty in':llalle-d. The!!le drawin!it• ahaU b-te '11Ylli'8bl.e al •II times l<tr t•vi,:-w ■nd 1:l't.111111 b,e kept in • locallor, d111■ignated by 111111 Owner tn l.-llndscape Atchil~. 3 811!fore lft~ date ol Ill~ tin.al OtlM,l'"v"'lion. the Cvnlractor :ah"II ,,. .. ,..,.14', ■II intorm,,liQn lrom the --•buiff"" priM■ to an o.ulid ■11pi■ myi.ar. procurllfd from 1,w. 1.,..,nd,cape Arel'tilcci Ali IIIP(l>rli. "ti.all be ..e•. in ink and sut1;.ct I,;> ■pp,oval <i,I lh<I' Owner. ill The ContraclQr ■'1all d1m•n1ion from lwf) pt1Jmanenl Point■ ol r-et••~~. buiidi"l:I C:Q~r•. side-w;,ilk Vt'" road llllersec:tion:a. el(:,, the location ot the;: jollowino items: a.Conn,e,::liQ" to e1'isling 'llll'lll•r linrs. 1;:_Gale waives d.Aautinlil ol 11prinklet pres■ur111 lil'W't, (dim111nmion ffl.,)I;_ 100 1eet along routing), 111 .Spnnkler control v111v- t.Aoutin9 of control witin9 g,Quick couplini;i villlvea. 3 BetOM the date ol ~ fi~ approval the-Contra<::tOf shall.. ,- d,eli .. ~• one _, ot a-epi.;jlr, 111ylars of "--1)\oinn plan■ to Ille Own.r. Oelive-r-, ot tt-ie ■epiaa will not refi-11 rll11 Co,r,,lr■cto, or ,,.. respon11ibility or lu•ni'Shjng requ1r""1 lnl(Wnfflllion 1"81 may bllll' um.tied rrom I~ prinhl. l . ~A .... builr d,-ina• .-,,.,1, be p~ bw ltrt ~ntra::1or amt d.--lng• ■llaU be-"PProYed by the Own111r IN!1oH! the eonholl•r ch■rt.• •r• µr~part-d 2' P'rovide one controller crllln rot ~• controller atJPPli<td Tile ellart .-..11 ■how the a,o,, C:Ofl1roAed by ,._ automatif: enMl'OIN-r al'ld •hall be the m••lmum aize wh~n rne ~roller d(M)r '"" ■llow. .c. Thill c"8n •• to bot ■ reduced <1,-1no o1 ttw ABU.I -1 .. bullt-.,,,__, 11owcv11tr. In 1tui .-wenr Ut• conlrol-., MqUlrnoe I• ~ i.t,lbl• whilln 1he ,:lr•""irit:1 1■ redlll"'e--(1, ff lh■II be en-.rgod Iv ■ aha I~ will M readable when rcduC8d. 5. Tlte e~ 11'1■11 be a bi~liln.t Vr btuellne ODlld prlnl and II dffl.,.... cokJr ■hall be uud to lndieala '"" •rn or ecweni~ to, _,tt ataHon, 6 Whcn comple-tvd and approved. lhe chan •1';1JI r,. h•rm•t1c1lly ae■led btltw-n IW(I p;.c.w of plsatlc, •"'"~ p~ beinQ " mlnlmwn or ,0 mil lhl(:k 7 T~H C:har1s ahall ff eompi.ted and JIPProY■d prior to Jl,,_I Held ob-rvatkln or In. lrrl,gatlon ~~. 1 Pn,pare 11nd deliver 10 ,,.. Own.r within -.11 ca'4tndar day• p,to, 1u CQfflpleUon ot eonittrvction. two ""Id cw111r binders wtth t..,._ rlna• contalnln,lil lh• fDUowln11 inrormafkJn· ... ll'ld•ll! ■h-1 slating Conlraelor'■ add•••• list ot equipm11tn1 11111111'1 Alm•• ■nd m11nulacturt11,·• r•pre-ntall\leti. and 1•1ephone numbM", •ddr••••a ot IOCII b CatalQg •nd par1■ •heel• or ..,.ry lype of m.i•rlll •nd aqulpn..-nt i11■ialled. d. Complele operating •nd "'"lfll1•rt■nc• lnall'l,,ICllon i:tn ■II m•10, 9qulpmant. 2 In .dditlon to lhe ■bow• 111.anrlo,neo ffllll'ltan■nc• "'""iilll, pnrtW. th• •iiiprnpriate mal111•n111~• personnel wltl't lt'tltn.lctlon■ fo, m■Jor equlpmt11nl. ... -. I ;!II !l~r.l FORSUM/SUMMERS & MURPHY, INC. 34118 COAST HIGHWAY, DANA P()l:-JT, CALIFORNIA 92629 (714) 496-6111 LANDSCAPE ARCHITECTS 1 Supply the ■pproprl•l111t M•ln1•n ■nce peru1nn•I wllh tt,e followlng l,::,Q1$: ■. Two •■ta ,:,I ipt.cl•I ICQl11 required for r(lm,::,vl11g, di:!llaa:sembllng •nd adjusting 1t11ch !yp• ,:,I t:pr;hkler ■nd valve supplied, d. On• ,quick coupler key en(I m-el'lll'lg rio•• awl,..•I for ■v•fy llv• quick cti,.iplll'ljjl v•lv•• lnat■lled. 2. Th■ llbova m11nt1on11td equlpm11tn1 •n•11 i:i• lurri•a ov•, to ll'le Owr,•r at th• conclu111lon ol th• l)roJ•,;1 before final all• ObH<vtllo'l can QC::(:l)r. F. H■n;:l.llng o,I PVC Pipe Filiings Tl'I• CQllll'.(:IC,r I• c■ullon•d to ■l!u,:::11• c:•r• In handling, 10,dli'IQ, unloadlng and •tc:irlng ,:,I PVC pipe fittings A.II PVC pl~ t:h•l1 lie ll■t IKl ■s i'IOI tc, t.ubject It lo undue bending ot conc:entr■tl'td ••t•rn•l lo.tel •t any p,::,lnl Ar,y &lil(;tlon of pipe ti',at "'•~ b~•"' dvnted or damaged wlll bo discarded ■nc:I, Ir ln:11•11~. ■hall be replaced with n-piplr1fi1 Pipe ■na uttlngs ah■II not btr storMI In c11r111,:::1 tunligM. G. Gu■r■nte■ l. Yh• g1,1•r•i'lt•e fg,r It-le aprlAliller lrrlg41IIQl'I •y•i•m ■h■II be m■de In ■ccordance with lhe •tt■ched !orm t. A copy or ll'nlr g1,141r'"4111'11•• lorm 11hall be Included In the oper■llon11 and malntenancl!I manual 3. The guarantee •orm sto•U bs retyped onto the Conlraetor·, lc,ll•rh•■d •nd conl■in lh• following lrilOtMtliOl'I; We hereby guarani-tl'tat the sprinkler Irrigation sy11t111m 1111111 n•v• lurnlt:l'ls(I and 1l'lt:l•lie<1 19 ,._ Imm delect11 1n materisle and w(llkMll-.'ll'lip, and lh<111 work ha11 b-n completed In K(:Ql'(l•n<:;i, with th• drawing and note11. ordln■r, wear and 1 .. r and unusual ■bu!ll'I' or Ntglect and l'tllt'ttple(I Will agr-to rep■ir or replace any <ltlll♦-e:t,a, ,n m•leri,111,lt: or -rtim■n11hip, ln11:ludina sellling ,:,I 1>•,:::klillr,,d a•oa:s below gr■dll, which may devel,,:,p <l\ltlni',I ttio p,vriod ol orm year Imm datt: Pl ■cCOPt■nr:n •nd also to 1tpair or replace an~ damage te:tulling ll'QM 1119 •11tp:airing or replacing or •uch ,;l;::l;::e;l,s •I !'IQ •ddition■I GOIII lo 1htt Owner. Wtt shall m•k• 31.11:;h repair:111 or replacements within 72 iloun1 ol notilic.11fion thal repair work I!! nftC@!l$al"f 11'1 111"t'tO a"111r r.celpl of written notice-tram IMI Owi'lillt, -e 1j11,1lt11;;i•i:i::• 01111 Owner to proceed t,:, l'q,v,: :!i-tlid ~ir':I o, ~lacemenfs made ■1 our e:,:pens.e and -will pay lh• costs and charges 11'1flr.lor1111 up.,n d,e,l'l"t~l'l(I m. Project: _______________ _ Location: _______________ _ Signed:_ ------cc--,--______ _ C(.ft1....:1;.;i.. P'hone: .. MATERIAi S A. ~neral· Use only I\IMlr m•1~ri11l1, o, brand!I and lyp,e,,t; noted on drawing,, spe-cllie.;I h~r~in, o, ■ppro\led e-qual:11 ft PVC Prorssu,c M.llin line Pipe, •net l=ittings 1 Solwent welde-<'I type Pre'11surtr main llnll! pip,r,g !or wiz•s 2'" and lati;itilr '""II ti,e PVC Class 31!>. 2 Pipll! !lhall i,e m•(I~ ••om NSF appr<lVlld Typ" I, Grade I PVC C:<tMpound tlonformino to A$Tl,ill r4>i,in 11p0'<:ilication D-171:14 All pipe must meet requirements 11.11 sel lrn1h ,n F~d•ral Sp@cilic11111,i:,n PS.•22-70. with an lll)P,•l)pri .. !e alanderd dim,ei'l;.ion (S.0.R.). solvent-weld pipl!I. 3. Pl~'isu~ inain lirllll piping IOI Cti.:i:e"• ~•112'" and smalle-t t.h!III bet PVC ■cbedule 40 with :wolyc,nl-welded Joints ,. .. 7. Pipe wh■II b• made rrom NSF ■pprov111d Type 1, (ir•ct4' I PVC com~n,:I (:Qr'llo.-ming to ASTM resin specification 1785 All p,po must meet f~\lirll!!MC1nt• .et forth in Fede-fal $1)«:ifi(;.11tion PS-22-70. (Solve'1t-weld pipe.) PVC ■olvent-wel(I lillinil• ■hall b,e Schedule 40, 1-.!, 11-1 NSF ;a,po,rov•d. conforming lo m-t ASTMI test proc11tdur11 D-2461:> •• m111nutae11.1~d '°Y D1,1•11 lndu'Strie■. Solvent e•mv..-and pnme, for PVC aolvent-weld piptt and tilting ■ ■hall be o• 1,op11 .. n,:1 in•lalla1ion me1h0011 pre-!ICr'ib,:(I by tt-,11 m"i'l~f■ctur111r. All PVC pipe mu:d bear 1h11 1¢11,)winQ m•rl,;irio"'a: a.Manutacrurt-r"a n.amt11 b.Nominal pi~ •ize •.NSF {Nallon■I Sanitation Foun,'l.all(ln) approval. 8. Alt nttln111■ ■111111 l'NI■, '"-IY■nut■cturer't ~m• or tr■,:1..-.a~. material d11algnatlo11, •lze, ■ppUcal)I• 1.P.S. ■che,:lyh; ■nd HSI" ■••I ot •pprvY■I C. PVC Nott-Pr--,,. L.at•r■I Lin• Plplr,lil '- 2. 3, .. Non-p,ff•Uflll buried lat11.._1 lln• plpln13 at.11111 b• PVC Cl■H 200 whh Mlv•nt-w•l,:1 Jolni1•. Pipe •111111 b• made f..,,-m t4SF approve,:!, TJp.-1. Grad11 11 P'YC compound ieonlo.-mlttg to A:STM r119ln ■peclflca1lon D-171-4. All pip• mu.t .....-n,qulrement• NI forth In Fedt11r•I Sp.eclflcatlon9 PS•Z2•70 w-ltll ■n a119topt"ifll• IJt■ndard dlm•n•l(m r■Ho. Ezcepc N "°'H In paraarJPhl 1 and 2 and D41'1 B of tttl• Nellon, ■ti rt,qul,.manl• 1or l'tr)fl•JJr-■ur• lateral line plp,111 •nc1 ltitlng■ ■hall b• th■ aame ■• for aolv•M•11t91d pr•■-ure ma111i lln• pjpa t'nd fitting■ •• ..t fart.h In p,1rt D o1 thh1 ~on. --11-• ,_ T.~!ll•d cm alop,t •iirtl ,, Gria• I, ,. w ba m,111ul1cturlld by e~o..-nlln• 1l111n■tlon Pipe Company. 5. Fitting■ ■hall be uvi:ti.J>Vc 1120. Type I, Gr•d• 1 m41n,dfl(:h,red In 11i:eoord■11" •Hh _.,STM d••IGnill11•;)n D-2240. f"IUlng■ ah ■II I)• k~u.,. 40. ■nd manutacture-d by i::11,.,....nllh• Pipe CompJiny 6. Bo""•nl ceman1 .-,.11 b9 Brownlln• ~ond•nt• C•m•nt ccnformlng lo the r-.qulrement■ or ASTM clffl$11Mitlon D-2515-4. ...,ply an approvM l)f'l ... •r prior t~ 111• •PPllll!atlon ~, Brownlln• BonCl•Tl11 Solv•nt C.-•nl "Mn JG,lnln11 --.--pipe and 111tln11 connection■. 7 . AINI ltlDlll~ra ■flall !Mi "' o.t■lt. ', RI_, adaplef'■ ■hlll b9 of ,--.. _ __.. rnat•rl•I wtth coekln. tcf'lllwl and •r.111 M Brownlln• Mo. SMR-550. SRA-SO(! or SAA·70CI. IV. 0. Brl!ln Pipe Fillings , Whu• lndlc:•ted on th• dr■wing•, us• r•d br■•• scr11wad pipe conrormlng 10 Feder•• Sp•e111e•t1on No. WW-P-3S1 2 Fl111ng• t.h•II b• r•d br■•• conforming to l'eder■I Sp■c111c■tlon No.WW-P-460. E. Copper Pipe Fi1tlnt;1s 1 CQpper pipe t:l'UIII b• Typ11 "I<', hard t~mper•CI A$TPII B88 ■nd fillings •hall b11 wrought •or(ler loint 1ype 11'1 accordance wllh ANSI B1!>,22, ~. Joints ahall b11 1,::,lder•d with 111ver ■old11r. 45% tllue,, ,~% c0ppi11t, 16% zinc: 24" cadmium a11C1 'Solldu■ at 1,125° F ■nd llqul(lt, 1t 1.145'· F. coniormlng to "-STM B 21)!;i •rid Feder■! Specification QOB OOEil;i';i F, Thrust 81Q(:kl 1 Tl'lrust blocka tor r1ng-111• pipe ■hall M ,c,I t,i,111 a,-,d !yp■ r11q1,1ir♦d by 1h11 m■n1,1lt,,::!ur•r'• ln11l■llall('>n i;i.ild•. 2. Form thru ■t block111 In 1uc:r. • m■nn11r to pr•u•l'lt ■ny con,::rete !rom coming In COr'llact with 1he PIP•· Thru11t blocks shell fHI ban••·" ■olid soil ■nd the ft1tlnfi1 1. Ot,.,lek ,::01,1pling valve• •h(III h•v• ■ one or lw,::, plin:;e body de.1ign11d tor working prc,1:111.11• ol i50 P.S.I. operable with l"!UiCk eoupl•r kev ~r swivel key 2. 01.1iell coupling valves sl'l■II b11 per t111t1a,1 H St,,::l,;llow Prevention Unillt 1 B•ckllow pravent•rs •nd1or v■cuum bf••li;•r■ ■lian bt' 01 :size anti type •• lndlC:■htd on the dr41wil"tga, AU aprinkler lrrlg■tlon ■y11111mt, lrla1 •f• using water tram lht1 potable .,...,,., •y11tem shall r•ciulre backflow pr•u•l'ltion All ba~ktlow prev,entlon 1,1ni\.fl :shall be ln.1t•ll•d In ■ccordani:;:(I with requirements set forth by loea1 ,::,:i-,o._ a11d County Health D@p■nmer.1 reciuiromenlll. 2. Wye Str•ln•rt. •t b■ckllow preuenllon unl1s !lll'ltill "'•"• ■ brcn1e<:1 t:f':.r•w•d body l,::,t $14-e,t, 2"' ■nd 11mallt111' •i'ld 12'5 lb.Ca!lt ir,::,l'I H11nged bQ(ly l(lr 11iZ11111 2 ,:::i·· an,:! ••~ger Alt wye str■iner11 st.all naw• • minimum 30-muh -i !lcr1111n Jiri(I S11■11 b11 slmll•r t,:, B:wlley No 10013 or approved equ•t I. Check Valv11t11 1 Swing check v•lvl)• 2" and 11m11llef sh■II b• 200 lb W O.G ti•onn o::onst•uctlon wilh repl■(:t'J,1)1111 compo11ition, neopr•i'I• or rubber a111,:.- ■nd al'lall Ml)(II i:;i• exceed Federal $1)1)(;ilii:;.11tion WW-V-51d. Cl.111,11 A, Ty~ IV 2 Anti-drain valv,:,a, :&ti•II be of heavy duly vir'ijin PVC construction will-I F.I P, thread inlel an(! Ovllel, lnl•rnal pans !1,l'l•II be st11inl111:ss steel anQ' n,e,ol)ri,ne. .6.n1i-drain 11atvet: t:l'iilll be-field ad11,1stablo 11g11i'1st draw out 1rQm 5 IQ 40 feet ol head Anti-drain and exce!l!I IIOW 11jlllve lllhall be similar Ill !ht; V•lccn ADV or approued ol!(lv.fll J. Gale Valves I Gate val'w'es l'· an(I ■m;tll4'r at.BIi be 1 25 lb ~WP bronz• gate "•lvt-:1 w,11'1 l!(;rew•i'1 bonnet, non-r,!l,ini;i t,1,:rn ■nd IKllid wedge d1:1e. an~ ::,h11l1 conlorm lo F,:,:lr:r•I Sp~ilication WW-V-54, Typo) 1, Cliln A 2 G•10 Val"•~ 3" and •m•llu ■hall h•v• thre■dl'td ends and 111"a11 I:>• equipped with a brOM:a;• hand wheel 3. Gale vahrlllt 3" lll'ld •mailer 11h■II be stm1lar lo thOM' rn•nvl11(;lur11td by Nlbco 01 3PP1QV$d ~ _ ,, , . .....,·""· ~ .....--.. I( Conlrol Wiring i. The el,:,::lri(;al 11ya!111m shall 1)1) ir'lalalled in accordance with 1h• National E1ec1t,,::11111 Cod• most recently •dopled by t"e City Conno¢tiona be1wee-n the .,..tometic conlrollers ;1n,:t the elec1nc control valv,e,:t; t:h•II be made w,tt, d1recl burial coppt-r w1111 AWG-U I'" 600 volt. Pilol ""ir@1 •••11 "" ■ dill111r111nt color wir* ro• •ach eutomat,,:: contt,:,ll"r Common wire■ ■hall I)• whit• wi1h a different color 11tripe !or each ■utom•lic controll11r 11\SUII ,n •e(;ord11nctt w11h v:;11lv<11 fflljlt11,1l•ctur••·• ■pt-c111cat1c,r,1111 •i'ld wir• char1 In no ,::"" ahall .,,.,e 11i1e be less ll'li111n No 1-4 2 Wirin11 ■hall 0,::,::1,ipy 11'1.t, -111111 trench al"ld _...,,.11 M ln■t■lled ■h;,ng lt.• t,.jllin" route ■:!II pressuni aupply Qr l11ien1I lines wherever pos11ib(e 3 Wll~re mor9 lh■n Onl! iVlft-i$ pl.(;c,d •n ■ trenae:h, lhc wiring shall be taped togeth,ef .. 1 inte,....111:s ol 10 Ifft. -4 An ll1tl)•l'l,t;iqn curl should tie pti:,vi,:I~ 1111i1t1in 3 1eel or ";ji,;:h wire ,;Qnr,,ec1ion and at e-a,;:t, ,::h•rn.Je in direction. E•pan11ion curl:!1 ~na11 "r: 10,me(I '°Y wr•pp•ng at least li1111 \1,1rn5 o1 wire around * 1 ·• diamet~r pipe, 1hen 'lllr'llhdiawir'lfi1 the pipe. 5. Fi@I" t,pliC:~S b~ween the aultim.i,ii,:: (:onlroller and ele,::tr,,::ljll (;Olltrol v■lves will nQI ~ •IIQwl!:d wi1hout prior approval ol Owner 11nn,o, C,ly 6. All •plic:e• •hall be made with Scokh-lok No.H,'t;; CQnnector Se■lin11 P•cks, Pc:n,Tit. wire connector or approvt-d equal Ui-<!1 on.-connector aea11ng j)Jiek !or eac:h splice. I. Aulowaiic Controller Th111 automatic conlfQlleo' •hall t-iave the minimum numb11tr ol !llalion!I at, Indicated on the drawirlg11 aM *"•11 !!,le, eompl1111111ly aulomali,:: il'I c>p••a1ion. II ■hall electr(lnie•lly ,.,t.arl the 11prinkl11tr cycle "rid "'"(;Ironically 1;m,e th• ln,:lividual •laliona. Controller ljln(I "alve 11h11ll be as st■tc,d 1n !he lrri11111lon l"g*nd M 01,110<.tor AutDmatic Controller fnclosurit 1 411 automatic ■e,rll"lkler ,::onhollc,r:s insla!led outside ol a building 11hall be wall mounted within • van(lal re,t;i•t•nl •ulom11l1c eonlrotl;i,r enef,:,.t1..1r11. 2. Th• outdoor contro!IH t11rie1oture ilhall b• 11• 11p11elll11d in '"• CltlllwlnQ-t-En(;!oaur11t■ ■hall be equ,ppe(I wilh •n 0111otl awitc:h tor 110-votl power supply la controller :, . P•int (:(ll'ltrOl!•r enclosure comple-lely lnti,;1,e, J,l'ld Oul with 1111'0 coals of rust-rt-s1:111ari1 p.,,111 pe• Own•r• direction pr,or lo il"tt,lt,lling C:Or>!roller Color and 1ype to be ■11lecl*,:I by Owncir. O Conirol Valve 8011:11■ 1 . UN ;-x 24-round bo• ror all gate valve•. Brook■ (or •PPfO.,eCI •qu■I). 2 UM 9.11r X 1r X 11 u ri■e1ang1,tlt1r l)O• will'! gr•en boll-down c<iv•r for all ••.et,1c:1111 eon11'Ql valve■, Car:aon ln,:lut,lrlo• 1416•128 or •pproved 11qu■I. P Sprl nkler Head■ 1 . All ~rlnkler t1•1d1 •hall b• of th• Hme :alza, IVP• •nCI t,1'11.11 deliver th• ■■me rate 01 preclpitaUon wltl'T th• diameter (or radlu11J oi lnri:,w, ll',..••ure ■nd dlach■rg• •• ahown ,:,n th• i:i1:,ini1, 2, Spr■y ha■d■ ■hall h■'w'II .• ecrew IICljustm11nt 3. Rl-r Units •h1111 1>11' '"bric:fll•d In ICCordanc• wl1h 1he det■II ahown on lhfl pl■na -4, RIMr l'IIJ)pl•■ 1o, ■II aprlnkler h■ada shall be UM ■am• •l:ra •• th• rl-r open1n11 In 11,e el)ttn-.:1•r body. 5. All HHlnkl•r t1ead• ol 11'1• Hme typa ■hall b11 or th■ um• m•nulactur■r. INST.I.I I AIION PBOCEDlJFIES A. Sit• Conelltl,c,11• 1, E11lflrCIH ••tr•m■ c:•r• in •MCflVfllll'IQ •nd wl)rklng n11■r •:o:l•tlng ~1111Uea. C0nlr•ctgr all■II b• ,11aponalble for dam■g■• to utlUII■■ which •'• CIIVHCI I)',' 1'111 op.rallon• or n•;l•ct. Check •wl•tlng u11111y dr■wlng■ for e1'i■tlng utllltl•• 1oc•t1or1•. 2 Coordln•t• ln•1.f.ll■il,::,r, Qf 01• ■prlnkl ■r Irrigation rnalerl■I■, lncli.1Cllng pipe, •o U'1••• sli■II b• NO lnl•''•r•nc• wl1h th• ulllltle■ or oiher 1:;onalructlon or Cllfllculty In ~t■n11ng Ir•••• ■hrub■ ■nd gt,c,ul'ld ,:::,::,uer• l. Th■ Contractor ■rl■II (:tit•lully C::h•ck ■It gr■d•• I,:, ··tl•fy lilm ■-lf that h• m•y Hl•ty prnceed b11for11 t!•rting worli; on H,11 ■prlnkl•r lrrlg•11on ■y11iem B Waler Sui:,ply 1 Sptlt'!kltr lrr!g■tlon ■y ■tem .f.ht'II b• ,::onn•ct•d to w■1ar aupply p,::,lnt• of connecll,::,n •• lndic1l•d on the drawing■ 2. c-,nn•,::t1,:,n1 ah•II be mad■ at •~pr(llllmt'I• loe;•tlon■ •• ■hown on dr■wlngs. Contractor I.I r11apon•lbl• tor minor r:h■n11•• c11uaed by ■l'lu■I til• COt'!dlticn■. 1 Eleclrl(;al (;Onnectlon• for ■1,.11,::,m•tlc ,::or,1roller •hall be m11d11 lo elec1rlcal points ol conn11ctibn •• indica111n on 1no Cl••winfil•· 2 CQnn111ction1, ehall be made at app(O•im•t• locaiion• .11 ■ •hown on -,r,.wing:t, Contr■c!or 1 ■ re■pcna1ble !or minor eti•l'lue• caua111d by ■ctual alte ,::,c,nctltlons, D Tr•nchl,ig 1. Dig trench•• tlf•tgru and •ui:,port pip• "Jontlni.101.1.tly on bottom 01 tt,en,::h, Lay pip• lo ,in even grade. Yr•nct,ing excavation .1hatt follov, layout Indicated on drawings •'"'d •• noll'tel. 2 Prouid• • minimum ,:,I Z4" of ca\'er 1cr all pre11111ur111 ■uppry 11ri•• 3" and 4" In alze. 3 Pri;,vi,:t,c tor ■ minimum 01 18'" of cover t(lr ,11 pr•'S'Surea ,1,1pl)ly 111111111 2•1,2" anti •mtil1$r, _,. Pro'w'lde l,::,r • minimum cover ol 12-1or •II non-pr•e111ure line■. 5 Provlda f(lf • minimum cover QI 18" for all cablll wiring in coMUII, •ni:i ~4" lor direct bl..irlal cable■ E. E1411,::klilli,-,g 1 Tt-,111 l•enchet. •"•II ni:;il be tlackllll•d until all •·(l"lr•d 1e■1• ■re p,e,r!,:,rm•d Trenche.t t,hflll b• careiunv backlllled w111-, 11'1• l!J•,;:■,..ated melerial• •PP•Ov•d for b~k1illil"tg, co11:sisling OI •••th, loam, .l;jlt'ldy ,::t•y. a■nd or~!""" tij::,pr,;,v11td mate-rial$, "•• lrom large clods of eann or atQn(I• B■clltill ah111111 be mechanically ~omp•ct•d III lsndt,;;jlp•d ■r■aa 10 a ary (l"l"tt,ity 11tqual 10 adja,::en1 undi11turb11d soil in plantin~ area, El•r;.klill will conrorm 1¢ •djacent grades wilhoul dips, t11,1l'llt9n H'ltBS, llump• or olhttr 11url11ce 1rr11i;i1,1IJ.r1li•11. l A line granu111r m"tvri11I backHII will bt' Initially place<'I on all lines No IQreign mat1er la,ger than 112"' in ■1111 v,m 1:111 i),:lrmi1l•d In the iriiti11I backfill. 3. Floodint;1 al tr11tnches will i:i• l)tilnni!l11td only with •pproval ol Own~r and/or C11y. 4 11 t,e,111,tig occur■ and s1.1btftquen! adjustments in pipe, v■l11t't:, 11prinkler t1r:•d11, lawn or plantin'ii, or other construction ■u1 necessary, the Conlracior ■hall m,11ko •II required ;1,:lj1,1t,trn11tnl• withQut ,;;05t to Owner. I' Trenching ana Elae1tr,11 tJncler Pa.,,1ng H i. Trenches lcca1ed undt-r are,a-1 wl'ltrft pillv•ng, B!i<phalli,::-(:Qn(;f"tl't, or ccnc•l!"le Will be ,n,t.l,lllltd llllialt b111 backlille~ w,n, :sand (a layer ij" l),e,l,:,w !hi, pipe and :r· abo ... (I th• Pip111) and compacted lo equal m11 comp11c1,on ol tl'le eKi:11ing adjacll!n1 und,:t;lurbed go,r and el1all t,;i, 1"11 ,n • lirm uny1e-Jd1ng eon,:lilt,::,n All frenct-ies sl1all l:ie 1"11 11u:i,.h wifh the ad101n,r,g l;l~ilde Tlie Sp,inkler lirti;i.alion Conlractor ~rlall ,'!"t ,n plac11t, c.ap snn p1e!i:$1,1r~ lest .all ptp,ng undl!!r p;111ing prior to the p•uil'lljl wo•" i Grnt-1ally, p1p,ng 1,1n,;ler t;1ti:t;tin9 walk!! 1:1 done 1;,y Ji11¢king, borin11 or hy(lre,r,ili(; driving: where any cuttin'ij or br@.il1dng ol s,dew.allts andtor concrete is necessary, ii snail be (IQne .;ind replaeed by !tic, Conlrac1or as pat! of ll't,: Conl•ac! cos! Perm1!i:!i:1Dn le c:ul or break ~idt:wollk;s and'or concre-te shall be obtained lrom 11111! Own@r' ,11n-,10• City No rly.,r.avh(; driving will be perm,lled 1,11'1<:ler (;o,ncrete paving or AC pav•ng. :;I Pro11ide II mimmum COll'er ol 36" !Hllwt-en 11'\,e IOP ol "'"" pipe and tl'te tlottom ,:,1 !Pie egg•egat• bas11 !(Ir •II pr111ssu,e and ni:,n, p•es11ur11t piping inst41lled under •tPhilllliG concre1e paviri,;i AU sif!'eves under p.BY,ng sl't.111, I;,,;, Sch"dule 80 PVC 1 FI01.1l1ng ol sprinkler uri~ali(ln lines .as md,cated (lh lh• dr.a'll!•nQS ,s diagrammat,c ll'ltl;lllt line':I (and Yaf,Ou:11 ;t::,11,embli"l!'s) in such a manner ■, lo c:onlorm w,111 11"1• tl~l.;lul'J porr plans ln:!lltall NO multq:,t" ■11:semblie:!II on plasllc lin@:11 atsembly with 11:!II oiwn oull~I :;I Install 11!1 assembhes specified ht1rein m ael"'Oitlani:::e wilt, respecl,ve ('lelt,il In 11b11111nce ol d11ts,I (ll'J,wii'l~':I 01 specif1cat1ens pr:r'l.ioining to 11pecillc ltemt reqvired 1o complete w,::,rk. perform such work in accordance wi1h CITY REOUltEMENTS. 4. PVC pip111 and litting:!11 shall b• thoroughly cleaned o! diri. du51 ana moi!llure be•ore inl!ltallalion 1n111all.$!1(1n 11nd solvent wo!'ld,ng miilhods 'Shall be IIIIS r,:,::,:,l'nmended b't' !he pip,;, ,1nd 1111mg m11nula,;:l1,1rt;r !t. On PVC 1(1 nie1al conneel1on,, the C¢nlrac1or sl'1all w,::,rk lh• metal connections Hrs!. Teflon iap11t, or spprtiwe., "qu■I, 11h11II be u:111,:I ,;>n •l! lhr1111d•d PVC lo PVC •ri,:I Qn ■JI threade<II PVC to metal joint!!. L1gt11 wreri(:h pr4>::,i,ure is ell that ,s r•ci1,,1irod Where threaded PVC ,;;onnec1iona are required u.111:1 lhread11C1 f'VC adaplt!tril into which the ptpe Mt,y ~-weld111d Line Clearance ,\II lines 11hell have • m,t1il'l'lur'n clearance oi 6"" rrom e11ch 01h11tr and TrOM hl"l~t (II olh11r lr11de:11. Parallel lir.,et, •t't.tll not be installe<'I ('lirt;¢11y over one another 1 Aulom■Uc Controller Install as per m.1nut1111etuN!lr• il'ltlrucHon. R•mo1e ,;:,:,ritr,:,I 11•lu111:s :shall be ,::onnr:,:::ted to lllontroller in numt11ri,::•I t:•i:;i1.14th(;e a11 shown on the (Ir.wings J High Voltag11t Wiring lo,r A1.1IOl"l'l•lic Ci:;introller 1 120-voll power conn11tctlon 10 ll'le ■vl(lm•11,:: controller shall be pro ... 1ded by 11'111 lrrlgailiOl'I Contr•dor. 2 _ All e••e1t1c:•• '"fOrll: ■hall conlorm to local ,::odet, Qrelinance11 and u111en ■utlloritle• have j1,1ri:,die;li,::,n, 1ns1,1111 wher• ■hown on 1h• dr■wlno• ■n(I "•141;1,t; Wl'l•ri groupl!ld together, allow at least 12" b,etw••"' valv•• ln•t■II each remote control vatwe in ■ •op1rat• valve box. L. Flu■hlna of Sy■lam 1 Alter ,11 l'l•w aprlnklar pl~ line• lf'ld rl■•f■ are In pl■c.• and conn•ct•d, all necessary dlver■lon work "•• b-••n completed, •n(I prl,c,r to lna1all■llon o1 •prlnkl•r ti••d•. tt,• control ,...,lvQ'I •ti•II be op■n•d and • •1.111 "'••d vi w■ter uai■d to llush out th■ 11y11u,m 2 . Sprlnkl■t l'teJ,d• •h1U rt• !n■lall■d onl,o •lier fl1.1•ttlng of 1he IY:tl•m r.11• ti.•n accompliahad 10 !he complal• a■ilaf■crion 01 '"• Owner. 1 . ln•t■II IA• t.prlnkllll' n••e1• •• d••lgnat■d "" the dtawlna•- ht41CI• to tt. lnat■lled i,11■11 b• •<1ulval•rtt In all r1t11pect11 lt11mlzed on plan■ and In dat•II• Sprlnk11111, to 111011• 2. S~.rii::ll'lg o! h•1d• ■h•U not ekcwd tti• m••lmum lndlc■l•d ,:,n the drawlng111. In no c:••• •hall 11'1• ■p■,;:ln1;1 •ll<=••CI 11'1• m■K!m1,1m rH1omm•nd•d by th• m•nui•e1ut•r, APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS. ·······--------------------------------------. N. E•1•11ni',I Trees Wh♦r• It I ■ n•c••■arr tu •xcav■t• aCl)•c•'11 to •xl■tlng tr•••· th■ C~nlf■,CIOI' an111 u■• ■11 POISlbl• c■r• lo a\1¢1(1 Injury to tr1111■ ■n(I 1tM root■. E:o:i:;■1111,llon In •re•■ wber• 2" •nd l■rger roola occur ■hall btl done by ti1rid All root• z·· anCI luger Ir, di■m•t•r •xc•pl dlr11e!ly In th• l)ith ol pll'tll ,::,r c:onaun, ■hall tie 11,.!nnttl•d under and ah"II t,,. r.•■vlly wrapp&d wilt. burlap to pr•v•nt •c:arrlng i:ir exceaai"■ drying Where ti (IIIC:l'IU,g machine Is run clo■11 to Ir••• hau1rigi root■ ■m!lll<tr 11,,1'1 2" In diameter, th• wl!II ol 11'18 treri<:l"I lldj■cent lo the trH sl'iall b• hand trlmmftd, m■li;l11g clean cu1s tlirough. Flo,,:,ta 1" ll"ld l■rgar In diameter ■hall hllll p.1lntet1 wlll'I lwo co■i• -,r Tr•• s••I or equal. Trencl'tet: ■dj■c•nl to tr••• •l'iall be cloa,ed within 24 hours; •nc:11 wh•r• 1111■ I■ not ElOSllbl•. the •Ida ol 1he trench sdjacen1 to th• tree ■hall be kept .1l'l■ded with burl.-p or e:,inua■. 0 Fleld Ouall1y C,c,ntrol 11, Th• Contr■e10r .. ., ... llua'1 end ■d] ... .11 flll tP,rlnkl11r head ■ flllf optimum P•rform■nce ■net lo pr•vent poa■lbht overapray onto walk■, roadways, and buildln11• •• mu<:l'I •• poa■lble b. II II i• d.tm-mined that adJu■tm11tnls In th• lrrig1tt1-,n eciu,pm•M wlll pmvl(I• proPt>r •na more ■t1•q1,,t1t• c:ov♦r.tg•. th• Contractor til'li•II 11'1ake ■uch ■djualmenl P•lor 10 planting. A(lj1,1t,tm•l'llt rnay ■l•o ln,:::l1.1ct• ,::t.•l'lg•■ In noz11e sizes and d@gr11es or arc •• req1,1ltt!tCI ,:: LOw•rlng r■l■ed aprlnkl,o,, h♦l!ld■ by the Contrac1or al'lall b• accompliahllCI within 10 t1ay■ an1111r n,::,tiliC:-'1011 by Own111r. d. All •Ptlnkl•r "'••d'I' ■hall be ael perpendicular lo llnl11hed grades unl11■• otheN1l■11 t11111,gn•led on 1he plans. ■ Th• Conlr•,:::tor el't,11 ••que■1 the preffn,::o ot 11'1,e Owner at ltta.tt 48 tiour• (two working <l•v•l I" advance ol le:aling. b Teat •II pr1111■1111ur,ii tii'I•• 1.1nder 1,ydrostat,c prtt1-11.1r• or ~50 Iba. par aci1.1illre 11'1(:h and prove watertight Testing of pr111■11ur11 m.all'I l•n•• ■hall occur pr1,::,r 10 1nw111llaUon ol 11111~1t1c:111 ,::ontrol .,,alve11. c. All piping und111r paved areas ■hall be te11t11d und@r r.y(lr,::,e1.-,1ic pr•■■ure or 150 11:111 p"r square Inch and prcvr:,:I w11tertighl prior lo i:i•vil'lfi1 d Suatain pre11-sur11t in lln•• 1or noi 1111■■ than 2 ho,..rt 11 l•ak11 de11,e,l,;,p, r(:1)1~1;:111 joint ■ 11nd repeat h~•t until enrir11 sye111m iii proven watt-rllQl"II e All hydroJlati,:: t~tt• ■halt be made only in the pre!Hlnce 01 the Owr,111r. No pipe sna11 b-e t)a(;kr.tl•d un111 ii ha& b••n in:11pect11td, te,te(I illt'IICI t,pprov111d. 1 COl'ltr•etor wliall turniah n•ce•t.,,y force pump and all ,c,ll'ltor le:!111 equ,pmerit g Wl'lit11n tt't" ■prir,kler irriga1i~l'I .ty:illqm i■ comple-te-d, p,:rl(lrm ii co,..erage le:111 in tt,q prl!:':tence ol th11 Owner lo determin11 II 111@ waler cover111g11 for pl.anl,n!jl ■•••• I■ complet11 ar,,:t 111d111qua1e. Furm:ah •II m,iteri,.111 ■11d pe-r1orm all w(lrii. rVQuired lo conect any inadequacies DI coverage dUCII 10 dt-vialions lr(lm plilln, or where tPl,i, ilyslorm has been ,,.,,lll1,1lly in•ialled ea indicaled QI'! th• drawing■ v..l'lic-n ii i:il obviously inade-quate. wllhoul bringing lhi• to the aU~ntion oi lhll! OwnPr Thi• t11111t ■'1all b1111 aeeompli"'li"d before any gr,::,1,11'1(1 ,;;011er i11 plan1ed h Upon completion of each pna:s• o)I wO,•lr, 11-1111 •ntire 11-y!ltem ■hall be le111ed and 11d1u:1led t,:, m.et 11-ile re-qu1re-men1s. P l'"ij!ld Obst-rva1,on Sel'ledul~ 1 Can1raiclor shall be rc:-sponsibl11 Tar nol,ly,ng Ownorr & City Inspector in adv~e fo1 lh,r tollow1ng l,eld ob!lel"llalior,, ilGcord,ng to tl,e, lime mdiealo:,:I ii Pre-1ot> conterence 2 da','s prior no1ice b Prt;~$1,1r,: M!poly lin,r in"l51i1i!:at1on and lesling -2 days prior notic11 d F1"al held obaer,,,at,on -'1 d:ioy, prior nQli(:e 0 Main1enance- " s , 'l'he e-n1ore :t;pril'lkt,:r irrii;,•ti,;m sysle-m shall be under lull operation lor a period o1 7 11.B','!I pr,01 lo any pl;,nl1n9 :Z 'l'l'le Own,e,, rt;:t;,;,rve$ th" ri\ll,1 to waive or !lhorten 11\e operation period. 3 landscape LfllQ,1111¢1'1 'li'yslem !lhllll bt-,,..11,. ITillil't.ilined b't' ll'lie Contractor lor a period of !;IQ day11 prior to linal ■,;:,::ept;;in~v by \he Owner Thill p,rriod may OIi! ••ll!'l'l(lord if UM ma111t9nane11 pri:,ui:i:ion:s :are not met Clean-Up Cleari-,..p ::,h;ji!I b" made a!I each portion ol •orli:. pr<>grllSS@:11 lil@lut~ •n,::I f:XC@S5 flirt :'lrl.1111 1:111' rt;r'liovecl lrom lht-:11te, all w•lk,a, 11nd pauing !lhal( be ti1oom,:o,:t Qr ..-asiled down, any dllmillgv 11usl11ined on !!ti• work (11 olhtors sliail be ,epa,red lo Ori~inill condilmns Fi,ial f,eld 00$el"v;\tiQn P•ior lo Acceptar,~e 1 rne C:tiritr:11,::1,:,r !!i=i"lillll op11tral1111 eaetl $,-tt,;rm in it._ entirety 1or tl'tti Owner al 1im111 ot Imai 1,el,:I in:,oection A11y items deemed not acceptable shalt be rf:work11t('I 10 tl'le ,::c:,rnplelv aat1slaction ol lhti Owner 2 Th11t Contraclot !lhall $1"1(1w orvidencl't It.at I"• Owh,e,r l'i:.,;, r,:c:eived 1111 :11eet:!!i!!'ories., cliar!s, record (11111wing::!1 •f1d •quipment as requir,;,,;t before l,nal 1iel,;I Qb:l;erv'llllion can occur 3. El'ld OI ri"1illinli,nilnc;" Ji.hall oceur only <)n !h• wri11,en acc11planc11 by 1he Owner J------·-+--·-·- ····-·--·· ... ·-... -------+----+------l----+------t "AS BUILT" RCE EXP. DATE .. REVIEWED BY: INSPECTDR DATE --------- ~ [C ITXA2!o [M:~1~~~ B A~l I SH~~TI ·--·-·· ····----+---+-----+--------1---------t ~=:::::'....'.===::::.::.::::.:.=:=::.".:::.:='.::'.::':..:__:_---=:::::...::==::; IRRIGATION NOTES FOR: 1-----t---+---------------------·-··+-------+---+------+f----- -.... ,-----~ .... ·----->-------TIERRA SANTA FE ·--··-~I-~•--,•· --__j_-------------------+----t----+--···-·~·-+-----11 CT 90-4, HDP 89-50 .,. ,. •.. ~ ... --------l----l-------------t------i-----i-----t----1--, d OATE ·--...L_------1 INITlAL F.NGINUR OF WORK REVISION DESCRIPTION DATE INITIAL DAT£ INITIAL D'THER APPROVAi. CITY WPROVAI. ASSISTANYPLANNIN~.RECT-':-:::OR=-:::-==-=:-.=:-·=-=·l:;-;:::=::::D::::A:::::TE:::::::::::::::: DWN BY: ; ""AWING NO. CHKD BY: f't,f!'IV\ CT 90-4 334-9L RV'M.l BY: I l--I 93.309 J;()._.:J H""7i(H1:"l0 .___.. ..,.,-,1 ,I VUV..I 8-F,fJ. ~(l~CAL) 7-PIIJ. El Pd~) NOTE LANDSCAPE PLANS ARE OFTEN PREPARED IN ADVANCE OF THE SITE GRADING RESULTING IN NO SPECIFIC SOILS AGRONOMICAL INFORMATION. PRIOR TO THE PLANTING OF ANY MATERIAL CONTAINED IN THESE PLANS, THE OWNER WILL OBTAIN AND FURNISH A SITE SPECIFIC AGRONOMICAL SOILS REPORT TO THE LANDSCAPE ARCHITECT. LANDSCAPE ARCHITECT WILL THEN COMPARE COMPATIBILITY OF Pl.ANT MATERIALS WITH SITE SOIL AND ADVISE OWNER AND CON1RACTOR. SHOULD CONTRACTOR CHOOSE TO INSTALL ANY PLANT MATERIAL PRIOR TO 1HIS. HE WILL ASSUME SOLE RESPONSIBILITY FOR ITS SUCCESS NOTE: STREET TREES SHOULD BE PLANTED A MINIMUM 3' OUT OF RIGHT-OF-WAY. r ~ ~ FILL. · . ~-"_,_" 'oo ---. _), --·--,, ',? -,· I , ( -· '\ '-.. J\ 0 ....,;·'" 1-41' 00 ~ ·• " ' . ------~-,.-~--"" -- ' \ ~. I_,,~ " , ·I -. t_._ ~ .. I .: I . I 00 I / i ~'" . ' I~ d' ,, < l . "' ··1 ~ : : t -, ·-.. I u1,~ lf11s -~-,l i ' R' g; ,......,,,,.,, , O+oo LLE ACERVO ~OUND COVER NOTE: GROUND COVER SHALL BE MYOPORUM PARVIFOLIUM @ 18" ON CENTER THROUGHOUT ALL SLOPE AREAS. SPECIFICATIONS FOR SLOPES; CONTRACTOR WILL ADHERE TO SLOPE REVEGETATION AND STABILIZATION MEASURES AS DETAILED PER CITY OF CARLSBAD LANDSCAPE MANUAL, PARAGRAPH E.3-11 (al & Cb) E,3, 12.1 (a), (b) & (c) APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS. NORTH SCALE: 1"=30'-0" JO O JO ~-1 1-1 b-ua ,,, ~ '"' ~, 60 I (Ii;., J3o NOTE: LOCATE STREET TREES: 1 A MINIMUM OF 3' OUTSIDE TH PUBLIC RIGHT OF WAY. 2. A MINIMUM OF 5' FROM PAVING. 3. A MINIMUM OF 7' FROM SEWER LINE. 4. NOT IN CON Fl.I CT WITH PUBLIC UTILITIES. 5. NOT BE ALLOWED ON STREET CORNERS WITHIN A TRIANGULAR ZONE DRAWN FROM TWO POINTS. 25' FROM THE BEGINING OF CURVES AND END OF CURVES OR WITHIN SIGH, LINES AS DESCRIBED UNDER "SIGHT DISTANCE". 6 IBEES PLANTED WITHIN 5' OF PUBLIC SIDEWALKS SHALL BE INSTALLED WITH ROOT BARRIERS APPROVED BY THE CITY OF CARLSBAD. Pl ANTING NOTES At the conclusion of rough grading, an agronomic soils report shall be prepared by the owner and fumished to the contractor, and aU recommendations from such report shall be incorporated by the contractor into installation of all planting areas. Conceal alt irrigation valves in shrub bed Ground cover type shown shall be planted in all shrub .trea$ at 1 e·· a_c_ uniform triangular spacing and shall be continuous under an shrub m..isses as shown All shrub material specified must meet standard industry specifications for the container size indicated. If Contractor cannot locate material of acceptable si2:e at the timed installation, contact Landscape Architect for Species substitution; down-sizin~ or subs.tItut1on of plant material without prior appmv,;il of Landscape Architect will not be allowed. Trees shall not be planted closer than·tour (4) feet from any walkway or public $idewalk, e:xcept where tree wells or pa~ays are provided in the sidewalk area, .All...n.ees planted within (51 five feet of walks or public utilities shall receive dreo root baaiera -Tree locations shown on plan may require adjustment in the field. Whenevef feasible, Uees shoiJJd be planted a minimum of ten (10) feet from all underground utilities, streetlights, hydrants, and out of drainage flow lIne:s. Should this not be possible, contact the Landscape Architect for decision on placement r _ eJ.j C '1-,1 IC, () ~ C3 .J..";/'lanting legend and details, see sheet L. ,i,1 /., .,- -✓ I ' ' : 1 I ' I ' I I 1 " . ' r i '1 " l I ' ,i:;;·:.: i:t ""~, ) ~J I :'Ai . ' t!,,. ,! f I I ' j I ·/ ' I ' -----; ----••11111114'.)loo>u ,. __ ' I I i ' I ! I ' I ' ' . ' i ; ! ' ' ' ' l ' KEY MAP N.T,S. i ;fx1~;f1Nr, H;( Rr;I' ' I , ! I --~ na~~~ LXl:,TING 18" RCP ' FORSUM/SUMMERS & MURPHY, INC. 1,MIDSCA SUMM,;, ~,ON DA.}".(" '---J ~ ";;o "" ' 347 78 COAST HIGH~~;;;;;~~~~~;;~~629 17141 4%<>["' t---+---+----------+--+---1---+---1~5 CITY OF CARLSBAD 'SHEETS' ~ PLANNING DEPARTMENT 39 :=='..========~-=====! TREE & GROUND COVER PLANTING FOR: ASS! t--;;-:-;;;:-~=:-t......,~--------------+--+,-,,=-,,--+-,-==--+---------1 DWN BY: DA TE INITIAL I--D_A_TE_~I_NI_TI_AL_;;_l-'D'-A-TE..c......1..INlc.;..ll..;.AL,;;;._,,i CHKD BY: ENQNEER Of" WllllK REVISION DESCRIPTION OTHER APPIIIIVAL CITY APPIIOVAL FIELD BK: TIERRA SANTA FE CT 90-4, HDP 89-50 PROJECT NO. CT 90-4 93.309 DATE DRAWING NO. 334-9L JOB #770009 NOTE: LOCATE STREET TREES: NOTE 1. A MINIMUM OF 3' OUTSIDE TH PUBLIC RIGHT OF WAY 2, A MINIMUM OF 5' FROM PAVING. 3 A MINIMUM OF 7' FROM SEWER LINE 4. NOT IN CONFLICT WITH PU8LIC UTILITIES. 5. NOT BE ALLOWED ON STREET CORNERS WITHIN A TRIANGULAR ZONE DRAWN FROM TWO POINTS, 25' FROM THE BEGINING OF CURVES AND END OF CURVES OR WITHIN SIGHT LINES AS DESCRIBED UNDER "SIGHT DISTANCE". 6 TREES PLANTED WITHIN 5' OF PUBLIC SIDEWALKS SHALL BE INSTALLED 5J WITH ROOT BARRIERS APPROVED BY THE CITY OF CARLSBAD. -:c=--,.,-:=~"'-',. - G ,{") \· .) > . ") cc Y .. 'I \. . \ . [-'~ ~ I f,-4 ::t: V'l w w V'l w z -_. J: ~ < ~ LANDSCAPE PLANS ARE OFTEN PREPARED IN ADVANCE Of THE SITE ·GRADING RESULTING IN NO SPECIFIC SOILS AGRONOMICAL INFORMATION PRIOR TO THE PLANTING OF ANY MATERIAL CONTAINED IN THESE PLANS, THE OWNER WILL OBTAIN AND FURNISH A SITE SPECIFIC AGRONOMICAL SOILS REPORT TO THE LANDSCAPE ARCHITECT. LANDSCAPE ARCHITECT WILL THEN COMPARE COMt'ATIBILITY OF PLANT MATERIALS WITH SITE SOIL AND ADVISE OWNER AND CONTRACTOR SHOULD CONTRACTOR CHOOSE TO INSTALL ANY PLANT MATERIAL PRIOR TO THIS HE WILL ASSUME SOLE RESPONSIBILITY FOR ITS SUCCESS. . ' NOTE: STREET TREES SHOULD BE PLANTED A MINIMUM 3' OUT OF RIGHT-OF-WAY. CT> ,. g "' .. 8 98 [?47 3] l1,3 Q(.)" 24 I ',, "1/()(J" )41 f< GROUND COVER NOTE GROUND COVER SHALL BE MYOPORUM PARVIFOLIUM @ 18" ON CENTER THROUGHOUT ALL SLOPE AREAS. SPECIFICATIONS FOR SLOPES; CONTRACTOR WILL ADHERE TO SLOPE REVEGETATION AND STABILIZATION MEASURES AS DETAILED PER CITY OF CARLSBAD LANDSCAPE MANUAL, PARAGRAPH E.3-t1 (a} & (b) E.3-1.21 (a}. (b) & (c) ~'ft 71 /+ 2S I 60' 30' BVC ., .. , ............ , .......... -.,. 20' 2C:' ·······-· 0 u "1--_. <C - o+oo I r \ . J APPROVED FOR PLANTING AND 1RRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS. 60 ()() ' )I . i ,, ,, I -;]; ' .. •.• Li' ½ ,,, I I ' I '"-..,·· ·" ... ' I I k re .[l'J i 0',1 , ( ~ . ~ ~ CORTE ESPLENO. I ~ 0 11-Ua (X) : .(fj i r IN CALLE BARCELONA NORTH SCALE: 1"=30'~0" 30 o~-3o so 1--t· 1 N + 0 0 .. .. ,. 0, ' PLANT I NGNQIES At the conclusion of rough grading, an agronomic soils report shall be prepared by the owner :and furnished to the contractor, and .111 ,ecornrnend<UioM frOli"I svch feporl $halt be incorporated by the contractor into installation of aU pla11ting areas Conceal all irnQat1on val\'es m shrub bed. Ground cover type shown shall be planted In all shrub areas at 18" o.c. uniform triangular spacing and shall be continuous under all shNb masses as shOWJ'l. All shrub materi.:;il specified must meet sfamdard industry specifications for the contairier size indicated. If Contractor cannot loca~e material of accept,;ible size at the time of in5taNation, a::,nlact Landscape Architect for species substitution; down-sizing or substitution of plant material without prior approval ot Landscape Architect will not be allowed. Trees shall not be pla.nteo closer than fQur (4) 1eet 1rom any walkway or public sidewalk, except where tree well$ or patkw'cats are provided in the sidewalk area. AH trees planted within (5) ffYe feet of walks or public utiJities :shall receive deep root barriero (¾A/::... Tree locations shown on plan may require adjustment in the field. ' ,r,. \.. L.,,. Whenever feasible, tr~ should be planted a minimum of ten (10) .. '( ~ -from s11t underground utilities, streetlights, hydrants, and out of lly..l'-drainage flow lines. Should this not be possib~. contact the ,r:_~ J: Landscape Architect for decision on placement / t-,,. I Sf"!' ptantin9 legend and detail$, see sheet L -7J1 ,. ... -"'rr .... . ., -I.< ;, ::..?s l , ....... .. --/ I I \ ~~~=:!. KEY MAP N.T.S. 1:-I f ( > ! rr-. V,1 ! ()/ .:r, . -; ~l"ll'.:I =-• --- --~ "J,tjlilllttm-~ .... --· .. ---------!._ ·--- ' \ .. ' .. /·• !;'-' \ ;, -·\ 1,--f -\ \ ' '\. t-T-,r ":::t;/,'.tl',/.,. \ .. \/) .· -.--- :;...,~,-----·\ \ ~\ __,_, ..... _:_ \ ---· . .--. ---\ .. - --tf..:""F u,~ ' < I -40 f' i ... -...... , .. "'" ' I, rj j (F • "' 1Cd · ·--+-l-· PROPOSED 2 1 S,.CPF r owe NO. S>gna!lJre ·- (1.) ~· r· x ! ( t-...J i • 'I" '?( ,,. ! I * I --, ' I , j '' ' . ! : . ' i l i J. I i ' i , / I ! ' \ \ ).,. ...-. lal!!l!I FORSUM/SUMMERS & MURPHY, INC. ,4l 18 COAST HIGHWAY. DANA POINT, CALIFORNIA 92629 171414%-0111 ·~~ LANDSCAPE ARCHITECTS ~ CITY OF CARLSBAD ISHEETSI 1------11----+-----------------+---+-----4---+-----.I~ PLANNING DEPARTMENT 39 ~==='....========:::::::.-==~ TREE & GROUND COVER PLANTING FOR: l--=-:=-+-::,=-:-c-+.....,~----------------+--'---l---+---1----1 D'MII BY: DAlE INITIAL DAlE INITIAL DATE INlllAL CHKO BY; ENGINEER OF WORK REVISION DESCRIPTION f-OT-HE_R_AP1'R(J_.__"_Al--+-Cl-1Y_APPR_,___O_V_;AL'-I FIELD BK: TIERRA SANTA FE CT 90-4, HOP 89-50 CTOR PRO.£CT NO. CT 90-4 93.309 DATE DRAWING NO. 334-9L JOB #770009 i ) \ NOTE: LANDSCAPE PLANS ARE OFTEN PREPARED IN ADVANCE OF THE SITE GRADING RESULTING IN NO SPECIFIC SOILS AGRONOMICAL INFORMATION PRIOR TO THE· PLANTING OF ANY MATERIAL CONTAINED IN THESE PLANS, THE OWNER WILL OBTAIN AND FURNISH A SITE SPECIFIC AGRONOMICAL SOILS REPORT TO THE LANDSCAPE ARCHITECT LANDSCAPE ARCHITECT WILL THEN COMPARE COMPATIBILITY OF PLANT MATERIALS WITH SITE SOIL AND ADVISE OWNER AND CONTRACTOR SHOULD CONTRACTOR CHOOSE TO INSTALL ANY PLANT MATERIAL PRIOR TO THIS, HE WILL ASSUME SOLE RESPONSl81LITY FOR ITS SUCCESS NOTE: STREET TREES SHOULD BE PLANTED A MINIMUM 3' OUT OF RIGHT-OF-WAY. . ; y . ~JI" ' l / ' ' - -~ Cll_ \ ·- I ! I 97 Q,icfJ:; U' Q1 N \ ...... ---~ "" 0 0 0 + fl"' ~-5~ ~()_sl_! o "'C,(~ 0 I '·j oo+a + r-_, + ,, :,O' vc CD + co _!.-2_!___ "-"v :? -, ....... _ -------.,'c:!,[' ---- •'"!z· ·--. '",, '·'\ r 1 ' i'>~]-- 1o?- \ 6t-j._t ' r----.. l../3.f'#) 80 -SiGH , ·-... I GROUND COVER NOTE: GROUND COVER SHALL BE MYOPORUM PARVIFOLIUM @ 18" ON CENTER THROUGHOUT ALL SLOPE AREAS. ' 'I'.') (c'c✓O' *s .. 1··· TYPE \ INLET I \ "B /I > , r ! SPECIFICATIONS FOR SLOPES; CONTRACTOR WILL ADHERE TO SLOPE REVEGETATION AND STABIUZATION MEASURES AS DETAILED PER CITY OF CARLSBAD LANDSCAPE MANUAL. PARAGRAPH E.3-tl (a) & (b) E.3-121 (a), (bl & (c) APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION Of PLANTING AREAS. ---=----rt»,. ~ r,Mll" ....... ___ :!-t --:-·----.:!..__ ---. . WR'"' 'I I ------...,,_,l..,.__230----) Jr..-r- I . ./ 30 I 18 OJ" i r ! r-;,.• 'I ! f_j (-f / 'I 1;•,,, fl; le: 'I u • u kl ~i .. / ""'c' ' 0 0 ·-.... \ ~· =, -JAc MI M (1~~) '" • • /'l ~..l (!\ "/)y \_l,NDSC4p NORTH SCALE: 1"=30'-0" " ~ ~ ~" ;;,a "' ' Signature .30 60 _1 j 2 1 I -- -!f-,:•~T -. KEY MAP· N.T.S. / ---/ =tm,l'\l'Jt I.'\ I NOTE: LOCATE STREET TREES: 1. A MINIMUM OF 3' OUTSIDE TH PUBLIC RIGHT OF WAY. 2. A MINIMUM OF 5' FROM PAVING. 3. A MINIMUM OF 7' FROM SEWcR LINE 4 NOT IN CONFLIC'. WITH PUBLIC UTILITIES. 5 NOT BE: ALLOWED ON STREET CORNERS WITHIN A TRIANGULAR ZONE DRAWN FROM TWO POINTS, 25' FROM THE BEGINING OF CURVES AND END OF CURVES OR WITHIN SIGHT LINES AS DESCRIBED UNDER "SIGHT DISTANCE". 6. TREES PLANTED WITHIN 5" OF PUBLIC SIDEWALKS SHALL BE INSTALLED WITH ROOT BARRIERS APPROVED BY THE CITY OF CARLSBAD -·--·~~~· FORSUM/SUMMERS & MURPHY, INC. 34118 COAST HICHWAY, DANA l"C)INl, CALIFORNIA 92629 {714) 496-6111 LANDSCAPE ARCHITECTS -------- 100 PLANTING NOTES At the condu5ion ot rough grading, an agronomic soil:s report shall be prepared by the OWfler and furnished to the contractor, and all recornrnendat1ons from such report shall be 1ncofporated by the contractor into mstaUation of all planting areas Conceal all irrigation valves in shrub bed Ground cover type shown shall be planted in all shrub areas at 1a~ o.c. uniform triangular spacing and shall be continuous under all shrub masses as shown AH shrub material specified must meet standard industry $pecifica.tions for (he container si?e indicated. If Contractor cannot locate material of acceptable size at the time o1 installation, contact Landscape Arctiitect for species substitution, down-sizing or substitution of plant material without prior approval of Landscape A,chitect will not be allowed. Trees shall not be planted closer than four (4) feet from any walkway or public sidewalk, except where tree wells or pal'kways are provided in lhe $idewalk area. All trees Planted witt,io (5) five f~s or oub!ic utUities shall receive deeo ro~ rree locations shown on plan may require adjU$tt'l'lent in the field. l/\llienever feasible, trees should be pl..inted a minimum of ten (10) feet from all underground utilities. streetlights. hydrants, and out of drainage flow lines. Should this not be possible, contact the, .. r Land5cape Architect for decision on placement. For 'planting legend and details, see sheet L ~ ~1 t--+--+---------------1--j...__j...__..l.-__J ~ CIT1LAS21fG DEPA~~~~BAD w DATE .. ITIAL ENGINEER OF WORK REVISION DESCRIPTION TREE & GROUND COVER PLANTING FOR: OWN BY: DATE INITIAL DATE INITIAL CHKD BY: ,_O_T_HE_II_APPl10V~--Al-+--CI-TY-APPR~-O-VAL_.. FIELD BK: TIERRA SANTA FE CT 90-4, HDP 89-50 PROJECT NO. CT 90-4 93.309 DAJEAPP, l l 1994 DATE DRAWING NO. 334-9L JOB #770009 / ' -·~-,, "-"~c;:rN: SE:):'-~\ r:r«~~ 6()' 0 .,., ... ~,:v···•~) . . •. _, .. ,!' n '\ ) ) I I I I ,-;,,:-::::.;·~--:;:.~-',;_~:; . . ' . ' ,, ''- ' ' . .~''. I ' I " I) f ,, ii / r , .,. ' :.r ,, . - 2. A MINIMUM OF 5' FROM PAVING .... 3. A MINIMUM OFT FROM SEWER LINE 4. NOT IN CONFLICT WlTH PUBLIC UTILITIES. 5. NOT BE ALLOWED ON STREET CORNERS WlTHIN A TRIANGULAR ZONE DRAWN FROM TWO POINTS. 25' FROM THE BEGIN ING OF CURVES AND END OF CURVES OR WlTHIN SIGHT LINES AS DESCRIBED UNDER "SIGHT DISTANCE". 6, TREES PLANTED WlTHIN 5' OF PUBLIC SIDEWALKS SHALL BE INSTALLED WITH ROOT BARRIERS APPROVED BY THE CITY OF CARLSBAD NOTE: LANDSCAPE PLANS ARE OFTEN PREPARED IN ADVANCE OF THE SITE GRADING RESULTING IN NO SPECIFIC SOILS AGRONOMICAL INFORMATION. PRIOR TO THE PLANTING OF ANY MATERIAL CONTAINED IN THESE PLANS THE OWNER WILL OBTAIN AND FURNISH A SITE SPECIFIC AGRONOMICAL SOILS REPORT TO THE LANDSCAPE ARCHITECT. LANDSCAPE ARCHITECT WILL THEN COMPARE COMPATIBILITY OF PLANT MATERIALS WITH SITE SOIL AND ADVISE OWNER AND CONTRACTOR. SHOULD CONTRACTOR CHOOSE TO INSTALL ANY PLANT MATERIAL PRIOR TO THIS HE WILL ASSUME SOLi:: RESPONSIBILITY FOR ITS SUCCESS , . NOTE: STREET TREES SHOULD BE PLANTED A MINIMUM 3' OUT OF RIGHT-OF-WAY " t;.' " J\V e,y (I ~L'.:.) ' f yPt. 1NU' .......... __ ,.,~ .... ,ff ........ . GROUND COVER NOTE: GROUND COVER SHALL BE MYOPORUM PARVIFOLIUM @ 18" ON CENTER THROUGHOUT ALL SLOPE AREAS. SPECIFICATIONS FOR SLOPES; CONTRACTOR WILL ADHERE TO SLOPE REVEGETATION AND STABILIZATION MEASURES AS DETAILED PER CITY OF CARLSBAD LANDSCAPE MANUAL, PARAGRAPH E.:l-t1 la) & (b) E.3-1.21 (a), (b) & (c) Q ; i i'~ ', I I Ct J I • f" I "(:() 1 I ,--- I i I I i ' I ~~ ! IJ"") i (" ' i . ' I I I 15c . . ~""41· + .. ,+. -- 20 1+00 \ 149,22",, .,r ... CAL.L.f ARCEl_ru.' ,.~,i~ ------~,!1:<!>)t~\~··-~· -:_--~-~~' r--2'~··· 4\~"'~.C)_.o ,~IN2,~~- "-"l'i.,...,, ., e+oo C\.t. ~"' \ ( ··<Y.)t ,, p.,'' NORTH APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS SCALE: 1"=30'-0" --C .,. ·y-4 __ ::,,,c_~ ,ic?.00 "' ., -- 00 01 tf I 1 1 ~ ; __ I Ir--:-~ I I ;,.••· i ~ / ~/EC -9+86.30 / 24-0.41 b-Heu L,,SlJ 0" ~ '(;, 'l, I ~'l,~ATCAfiNE SEE SHEET 110 26' At the corn;:l1,1sion of rough grading, an agronomics.oils report s,..an be-prepared by the own~r and fumished to the contractor, and all ~mf™:"nda~ions from such report shall be incorporated by the coottactor into installation of all planting areas Conceal all irrigation valves in shrub bed. Ground cover type shown :.hall be planted in an shn.ib areas at 18" o.c. uniform triangular spacing and shall be continuous under all shrub masses as shown. All shrub materfatl specified mu'!.t meet standard industry specifications for the container siz~ indicated. If Contractor cannot k:icate material of acce-ptatr,e si2:e at the time of inshlla.tion, cont.ad Landscape Archited for species substiMion;. down~sizing ot substitution of plant material without prior approval of Landscape J>,rchilect will not be allowed Trees shall not be planted closer than four (4) feet from ar,y W,lli<w.,y or public sidewalk, except wile"' tree wells or parl<ways . , . . . i0-(5) five Plf.J. ~ (I~) ~ kx:ations shown on pbn riiay require adjustment in the field. ,1,-:5 enever feasible, trees should~ planted a minimum of ten (10) ...feet from all underground utilities. streetlights, hydranb., and out of 'o\drainage ftow lin ... Should this not be possible. contact the landscape Architect for ded$ion on placement 0 ' ' 0 " ' <::'I -Fl'f-.l. 8' 18' 18' '1H""tl--·--~--···· .~~ 02'66 n For planting legend and details. see sheet I.-~? / j O · i:;llJ. El t=>(j~) / I ... AW-81...-P (It:;;, \.~IIDSC,ip sUMMt, ¢.\ON □Art 0:: '"'-' ~ v'po,---i Q;: ;,,., c:P ..,..I. ~ S~alure ,~~,--- ,-_-;.;-.,, ,,,,. _;..& ... ,::;;;. ::==========:=:::'.::======::::::-, . ... ~~--:--:e -w-•-' .... }' ..... ,/ , \ \ _.:::,..----~-- to~~~ ~ '(, --~ '' ----·,._ ... !.:f:.:."F ·,. <?s 1, l!a!~~I FORSUM/SUMMERS & MURPHY, INC. =I'll'.-I:.", 14118 COAST HIGHWAY, [}ANA POINT, CALIFORNIA 9262g (714) 4%-6111 LANDSCAPE ARCHITECTS KEY MAP N.T.S. --- (J .A~f'U'>Na-l ~,~ 8, 7;. I../!, t-------+--+-------------+------+--+-r---l---1fSHITT7 CI TY OF CAR LS BAD I SHEETS I ~ PLANNING DEPARTMENT 39 t--+--+--------------+.-4-----+--1-----1 TREE & GROUND COVER PLANTiNG FOR: TIERRA SANTA FE CT 90-4, HOP 89-50 t-im.--1r...;:;..--t'....._ ______________ -4--=--=--+---l----+---I OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ENGINEER or WORK REVISION DESCRIPTION OTHER APPRDVAL CITY APPROVAL FIELD BK: CT 90-4 334-9L 93.309 JOB #770009 G. '224.4 I ---~ ""o "6' "' 62 .. 50' '·· .., TYPE "8" INLE l _) 64 l,J 8 D (l~AJ.:;? .. -_ .. -~ l.,i~ (I~ 1 1YPE "8" . __ .). cl' ........ _.,_ --- N Be ·5~ ,o ., ---- 210 ...... """ .•- 0 L. "' 59 -----·· 60 ,....... ' --·---~ L!' :> ... I__QJ I I I 29015 SEE DETAIL HEREON 65 -~1:1tn --. __ I NOTE: 96 CJ45J LANDSCAPE PLANS ARE OFTEN PREPARED IN ADVANCE OF THE SITE GRADING RESULTING IN NO SPECIFIC SOILS AGRONOMICAL INFORMATION PRIOR TO THE PLANTJNG OF ANY MATERIAL CONTAINED IN THESE PLANS. THE OWNER WILL OBTAIN AND FURNISH A SITE SPECIFIC AGRONOMICAL SOILS REPORT TO THE LANDSCAPE ARCHITECT LANDSCAPE ARCHITECT WILL THEN COMPARE COMPATIBILITY OF PLANT MATERIALS WITH SITE SOil AND ADVISE OWNER AND CONTRACTOR SHOULD CONTRACTOR CHOOSE TO INSTALL ,ANY PLANT MATERIAL PRIOR TO THIS, HE WILL ASSUME SOLE RESPONSIBILITY FOR ITS SUCCESS NOTE: STREET TREES SHOULD BE PLANTED A MINIMUM 3' OUT OF RIGHT-OF-WAY S TABIUTY FtLt:- GROUND COVER NOTE· .. A i32 GROUND COVER SHALL BE MYOPORUM PARVIFOLIUM @ 18" ON CENTER THROUGHOUT ALL SLOPE AREAS. SPECIFICATIONS FOR SLOPES; CONTRACTOR WILL ADHERE TO SLOPE REVEGETATION AND STABILIZATION MEASURES AS DETAILED PER Cl.TY OF GARLSBAD v.NDSCAPE MANUAL, PARAGRAPH E.3,t1 (•) & (b) E.3-1.2.1 (al, (bl & (cl APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISEtOCATtoN OF PLANTING AREAS ' ' NORTH SCALE: 1"=30'-0" 30 O 30 ~... t· 155. 61 1 1 / 274 8; / • I S,gna!L<e 60 \ . ----............. _ / /4 \ ~ f ' \ -.,, <-,, ' ' ' \. ",._,' ·\•.'\. \_\ '\,' ' ' ··, '., '- ' -'' ' ' ' . ' ' ' . , ' '• \ \, \ \ - \ \ /:?<.~..; ... "' -:'All"'['~ ' ~t~ --~ ~~=-=-•->;;: be," F- "-:::;'~ -=.:· -- --'t --- 'Ir--:::"'-.:" ... ~ . ~'si-~i':"i'~=-==- \ r . =,,. J~~,;;-~,=-"~;;~~=.-, \ u•,. -f,~ ~ --- 2. A MINIMUM OF 5' FROM PAVING 3. A MINIMUM OF 7' FROM SEWER LINE. 4. NOT IN CONFLICT WITH PUBLIC UTILITIES. •. #. KEY MAP N.T.S, 5 NOT BE ALLOWED ON STREET CORNERS WITHIN A TRIANGULAR ZONE DRAWN FROM TWO POINTS, 25' FROM THE BEGIN ING OF CURVES AND END OF CURVES OR WITHIN SIGHT LINES AS DESCRIBED UNDER "SIGHT DISTANCE". 6. TREES PLANTED WITHIN 5' OF PUBL,C SIDEWALKS SHALL BE INSTALLED WITH ROOT BARRIERS APPROVED BY THE CITY OF CARLSBAD. -·--,a~~~ FORSUM/SUMMERS & MURPHY, INC. )4118 COAST HIGHWAY. QAr-..A POINT, CALIFORNIA 92629 {714) 4%-6111 LANDSCAPE ARCHITECTS e.LbNIING NOTES At the conclt,1$iOn of tough grading, a.n agrooornic $Oils report shall be prepared by the owner and fumished to the contractor. and all recommendation$ from such report shall be inCQrpor-aied by the cont!'actor into installation of an planting areas_ Conceal all irrigati_on valves fn shrub bed. Ground CQver type shown shall be planted in al shrub E1reas at 18~ o.c. uniform triangular spacing. and shall be continuous under all stirub masses as shown. All shrub material :specified must meet standard industry specifications for the container :sin!: indicated. ff Contr.Jctor c.tnnot locate material of acceptable size at the ti~ of iosra:Uation, contad: .Landscape Architect for spe:cies substitution; down-sizing or substitution of plant material without prior approval of Landscape Architect will not be allowed, T"""' .shall not be planted closer than lou< (4) !Mt l'rl),n any walkway or public sidewalk.. except Vlher'$ tree #8111 or pa,tcways are provided in the ~ewa:11( area. All ttw phlntftd wflhin-@ fiVI feet of walks orpubliC utJTdies shall r@C@i'l/e dHQ mtwrtern Tree locations shown on pian may require adjustment in the field_ VVhenever feasible, trees $hoUld be planted a l'IWn"nU'l"I of ten {10) feet from an underground utilities, streetlights. h,<llw,ts, and <><rt of drainage flow lines. Should this not be possible, ccntact the Landscape Architect for decision or, placement. / For planting legend and d~tails, see sheet L -'3-1 ~ t-----+-+----------+--+-----+----+---1~ CITY OF CARLSBAD I SHEETS I ~ PLANNING DEPARTMENT 39 TREE & GROUND COVER PLANTING FOR: t-;;.,'r""""h.;;=-t'....._ ______________ ---+---1----1----~--..1 OWN BY: DA lE INITIAL 1-D_A_lE _ _._IN_ITI_Al._:__+-;:_DA_lE;,:__.__l;;_N;_;_ITI;;_Al.:::._a CHKD BY: ENGINEER OI' 'IORI( REVISION DESCRIPTION OTHER APPl!llVAL CITY APPROVAi. FlELD BK: TIERRA SANTA FE CT 90-4, HDP 89-50 PROJECT NO. CT 90-4 93.309 DATE DRAWING NO, 334-9L JOB #770009 1 5' STORM DRAIN EAS(MEN T .,_ ~--/ ' EX 1 o' SEWER EASEMENT ... --------'·-~---., ,/'-~-...,,,, -'·-•'' ' \ r i _.J -...: DOC 89-187733 REC. 4/11 /89 14 -i;::-1'!-J ,....j,..\.1-c1~·~J.RY \ r-- i ' J\ /NJ8°5'1'24" ' l ') 8 210 Plt-...1 El D(i / ----, _.,... . -- __ ... ,.,:-··,,,..., "' .-· .......... 0, _,.,~~c-:...-:,,..._"_·/_-__ .,!.__-:-:<1'~1'\ (. /"'"'I. --'-"'·,_; '·· NOTE: LOCATE STREET TREES 1. A MINIMUM OF 3' OUTSIDE TH PUBLIC RIGHT OF WAY, 2. A MINIMUM OF 5' FROM PAVING. 3. A MINIMUM OF 7' FROM SEWER LINE 4 NOT IN CONFLICT \NITH PUBLIC UTILITIES (;,/&/ . 5. NOT _BE ALLOWED ON STREET CORNERS \NITHIN A TRIANGULA'if\; / ZONE DRAWN FROM TWO POINTS, 25' FROM THE BEGINING OF CURVES AND END OF CURVES OR WITHIN SIGHT LINES AS DESCRIBED UNDER "SIGHT · DISTANCE" \ ---6. TREES PLANTED \NITHIN 5' OF PUBLIC SIDEWALKS SHALL BE INSTALL '(:, \NITH ROOT BARRIERS APPROVED BY THE CITY OF CARLSBAD c.- "'• _.,. -~ ~Bl!"". • . ' I I I f I 2.50% ll I I ' .,.__ Q I I i I ' I I I I ' MAT '<<1-,,; 11-p,iJso(I~) ------ i KEY MAP N.T.S. NOTE· LANDSCAPE PLANS ARE OFTEN PREPARED IN ADVANCE OF THE SITE G~DING RESULTING IN NO SPECIFIC SOILS AGRONOMICAL INFORMATION PRIOR TO THE PLANTING OF ANY MATERIAL CONTAINED IN THESE PLANS, THE OWNER \NILL OBTAIN AND FURNISH A SITE SPECIFIC AGRONOMICAL SOILS REPORT TO THE LANDSCAPE ARCHITECT LANDSCAPE ARCHITECT WILL THEN COMPARE COMPATIBILITY OF PLANT MATERIALS \NITH SITE SOIL AND ADVISE OWNER AND CONTRACTOR. SHOULD CONTRACTOR CHOOSE TO INSTALL ANY PLANT MATERIAL PRIOR TO THIS, HE \NILL ASSUME SOLE RESPONSIBILITY FOR ITS SUCCESS. NOTE: STREET TREES SHOULD BE PLANTED A MINIMUM 3' OUT OF RIGHT-OF-WAY. GROUND COVER NOTE· GROUND COVER SHALL BE MYOPORUM PARVIFOLIUM @ 18" ON CENTER THROUGHOUT ALL SLOPE AREAS. APPROVED FOR PL.ANT1NG ANO IIRRIGAT~ ONLY INCLUDING PRECISE LOCAHON OF PLANTING AREAS. I 60 i 20C VC I I I I ... -,:,~-.i ~,- ,. •• .. / ~ t" 'lo··~ - , b .,-I ,_ . ;; ' -;: ,' (...,, i r,:.. ! '~ .. (/ 210 . 220 .. -£" U(I°'> • ' ----r) - I I J ,:, ,,..-' < ,_, "i .. -. 1~~11 FORSUM/SUMMERS & MURPHY, INC. 34118 COAST HIGHWAY, DANA POINT, CALIFORNIA 92629 1714) 49fH>lll LAN □SCAPE ARCHITECTS PLANTING NOTES At the conclusion of (Ough grading, an agronomic soils report shall be prepared by the owner and furnished to the contractor, and all re,('"..ommendat1ons from such report shall be incorporated by the contractor into ini;aaU~tion of all planting areas. Conceal all irrigation valves in shrub bed Ground cover type shown sh.all be planted in all shrub areas at 1a·· o.c. uniform triangular spacing and s'1aJI be contlnuous under all $hrub mas.5es as shown. An $h(ub m.!ilterial specified must ~t standard industry specifications fol' the container size india1ted_ If Contr.!lctor omnot locate material of acceptable size at the time of installation, contact Land~pe Al'chitect for :species .substib..rtion; down-sizing or subst;tution of plant material without priol' approval of Landscape Architect will not be allowed "'free$ shall. not be planted closer than four (4) feet from any walkway or public sidewalk, except where tree wells or parkways. are prov~ ~n the sidewalk area. All trees planted within {5) five feet of walks or public utilities shall receive deep root barriers Tree loeation$ shown on plan may require adjustment in the field. VVhenever feasible, trees 5houkl be planted a minimum of ten {1 0) feet from all underground utilities, streedights, hydrants, and 001 of d. ainage flow lines. Should this not be possible, contact the Landscape Ard--.rtect for decision on placement For planting legend and de13its, ~ sheet L -!,1 1-"111-'+J/ I~ 1 _8 :.:_ , ff -~..:.J..-1' r,; °I -pi't-J BLO Cl~) SPECIFICATIONS FOR SLOPES; CONTRACTOR WILL ADHERE TO SLOPE REVEGETATION AND STABILIZATION MEASURES AS DETAILED PER CITY OF CARLSBAD LANDSCAPE MANUAL, PARAGRAPfi E.3--11 (a) & (b) E.3-t2.1 (a), (b) & (c) e 11 Le. ~ CITY OF CARLSBAD 1---+---+---------------------11----1----4!:;£.:J/-Lil...=:!e::.--i PLANNING DEPARTMENT t----+---1----------------------l----4-----1------l---~ ~ ~ TREE & GROUND COVER PLANTING FOR: TIERRA SANTA FE CT 90-4, HOP 89-50 t---+----+-----------------1-----1----1---+-----1[;:::;A:::SS:::::::IS:::-::::::::::::::·-~::::PL:::::::,A::::N::::Nl:;'N';::G:ZDIR:::::::E:::C:::::T:::0===:::;-;::::DA::::T::E::::===~ t--:,-:-;;::--+-::-=-c--+....,.__----------------+---+---1---+-----I OWN BY: DA TE INITIAL DA TE INITIAL DA TE INITIAL CHKD BY: ENGINEER OF WORK REVISION DESCRIPTION ._□_T_HE_R_APPRO~-V-AL---1.._CI_TY_APPR_.__o_v_AL__. FIELD BK: PROJECT NO. CT 90-4 ORA.WING NO. 334-9L 93.309 JOB #770009 NOTE: LANDSCAPE PLANS ARE OFTEN PREPARED IN ADVANCE OF THE SITE GRADING RESULTING IN NO SPECIFIC SOILS AGRONOMICAL INFORMATION. PRIOR TO THE PLANTING OF ANY.,MATERIAl CONTAINED IN TI-IESE PLANS, THE OWNER WILL OBTAIN AND FURNISH A SITE SPECIFIC AGRONOMICAL SOILS REPORT TO THE LANDSCAPE ARCHITECT. LANDSCAPE ARCHl'rECT WILL THEN COMPARE COMPATIBILITY OF PLANT MATERIALS \NITH SITE SOIL AND ADVISE OWNER ANO CONTRACTOR. SHOULD CONTRACTOR CHOOSE TO INSTAL_L ANY PLANT MATERIAL PRIOR TO THIS, HE WILL ASSUME SOLE RESPONSIBILITY FOR ITS SUCCESS. - NOTE: STREET TREES SHOULD BE PLANTED A MINIMUM 3' OUT OF RIGHT-OF-WAY. STABILITY FILL ,. .. , ,, - '" ' -' r _, ,c •' -C V 14<i-_QO' '. 88' ·~ ·o ' ' ' --, ............... -,......... ""--"------o SPECIFICATIONS FOR SLOPES; CONTRACTOR WILL ADHERE TO SLOPE REVEGETATION AND STABILIZATION MEASURES AS DETArlEO PER CITY OF CARLSBAD LANDSCAPE MANUAL, PARAGRAPH E.3--11 (al & (bl E3-t2.1 (a), (bl & (c) ' ! I < · 8-1: i ~ , 1i ' ' I ' ' i 'l'i, ,..._ i ~ 1,r:.~= I ' " ' ,., . -' ) 7 < ) 13' ' . -~ .~ 0 :' O• ,'f .. ( \ \ MATCHllNE SEES ' 100.14• ' ' ' '• I '> $ :, ' ,. "' \-"' r ti , --\ , ' ( ,;:, -, "' , "'' ~ , ,L,;·t,1 --- b-ri1 C,jZ-f: ~ 210,c;. APPROVED FOR PLANTING AND IRRIGATION ONLY tNCLUDING PRECISE LOCATION OF PLANTING AREAS. NORTH SCALE: 1"=30'-0" o__ JO 60 1 LJ---------<1 BUTTRESS KEY- ' ' I ' I ' ! I ry i " I I . ' ' ' I ,' ' ' ' ' ' ' ' I I RCP ' = __ _,,, -' ' ·--~; ::-r-- -........1_ 'I, ~~;. -_---l ' -f:: =c..r --..... ----L W~f.,:../ ·:-, • ~ 1!, -_,., .. --__ , __ !,;,=-,.-I 1,,1-=~-<-~:==~:;~-~.\~:-- KEY MAP N.T.S, CT 90-4. HOP 89-50 ASSIS 'A DATE __ ,, -~- =:.t---=---=---..,, ---~ OWN BY: J--,O'"'A"'TEcc-+-cl'lcclccll-ccAlc--f_._..._ _________________ -+_DA_TE_-+_INI_Tl_Al_+--O-t,TE--+-INI-Tl-AL---1 CAKD BY: PROJECT NO. ORAIMNG NO. 334-9L ~ CW' WORI< REVISION DESCRIPTION □Tl£R APl'RIIVAL CITY APPROVAL FIELD BK: • CT 90-4 93.309 JOB #770009 MP-He.M~ I~ fJ'O~ W--111:M C+IF l~"'l.e 1eib,c:,, ~~l'-e,, 1~L.e~"a,c.i'";) 18·P1Ta€ ~-2!0,~, -------- .. -. l!l~~~~ FORSUM/SUMMERS & MURPHY, INC. 34118 COAST HIGHWAY, DANA F(JINT CALIFORNIA 92629 (7141 496<,111 LANDSCAPE ARCHITECTS ~OTE: LANDSCAPE PLANS ARE OFTEN PREPARED IN ADVANCE OF THE SITE GRADING RESULTING IN NO SPECIFIC SOILS AGRONOMICAL INFORMATION. PRIOR TO THE PLANTING OF ANY MATERIAL CONTAINED IN THESE PLANS, THE OWNER WILL OBTAIN AND FURNISH A SITE SPECIFIC AGRONOMICAL SOILS REPORT TO THE LANDSCAPE ARCHITECT. LANDSCAPE ARCHITECT WILL THEN COMPARE COMPATIBILITY OF PLANT MATERIALS \NITH SITE SOIL AND ADVISE OWNER AND CONTRACTOR SHOULD . CON"TAACTOR CHOOSE TO INSTALL ANY PLANJ" ·MATERIAL PRIOR TO THIS, HE WILL ASSUME SOLE RESPONSIBILITY FOR ITS SUCCESS. NOTE: · STREET TREES SHOULD BE PLANTED A MINIMUM 3' OUT OF RIGHT-Of-WAY 73 I II~ II Ill a, .. 8 72 [l46.5J \ 24s.i1 1 ' "' . .. 8· 98 L~~.?::3J qy°' ,:, ~ +25 BVC ~J ~ 3+00 60' 30' 30' - 20' 20· 0 u r.l),._ -...I <C - 101 "' [244 8] ~ 0 ,,, 1 5.J.00' \ APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS. 100 102 "-' N u, "' "'· I 246.7 ! .,,➔ --< u 2 80% ... -···-------,,_ + CORTE ESPLENO g -"' 110 ... ~ ~ NORTH SCALE: 1"=30'-0" -"' "' "' '--'( - <.D I(") o,__ JO 60 ~ -1--------1\ l ( 103 I 248.6 I I\) + 0 0 [l4sjJ:-· ~ ., 109 rs..,, -~ ... 1 -< "O -;.- '-" ... "· ., .. ,,. "' ., 104 . I 2so-·2·] .<aO ·~------.::::~~- t ' . --~---~- I 249 6 I 108 'o .. V co co 105\ • .\ 10b KEV MAP N.T.S. I . . bu· 'mJJll'Jll"l.!f ......... PROPOSED 2 • 1 SLOPE PER DWG. NO. 267-6A • I (CJ I r . '" C·, I -I . I tD I e) j .. 1 + ····•--,.. . ... FXISTING • 7. I YPE "8-1" INLET ....,.,,.,.__. .. , ... __ .... _,,-' FXIST/N(; 18. RC:P sc __ ----- ~ ·--....". ) • ' , "' . I ---....:. ......... _ -~;: r . : .. 1, ,_ -.... < . ,t . ' I '!:_ (-.· f' i'.'.".l' . " \ '\ '-~·Herl ~ "1-@rv@ 181 o,a0 SPECIFICATIONS FOR SLOPES; CONT~TOR WILL ADHERE TO SLOPE REVEGETATION ANp-SflrJilLIZATION MEASURES AS DETAILED PER CITY 9f CARL$BAD LANDSCAPE_~NUAL, PARAGRAPH ,(t3.t1 (,)-& (b) E.3--1.2.1 (a). (b) & (c) . ~ ~ ---+----+--------------+----+---+--t------il SHRUB PLANTING PLAN FOR: ASSI 0\\111 BY: l-7DA'"'1£=--+-:-,.1N1=llccAl.-c-+_....L.-______________ -+_D_A_T!: ___ +-INl--ll-Al.----f-:-DA-:1£,,,.-+-IN--ll .... AI.--I CHKD BY: ~ Of WORK REVISION DESCRIPTION OT~ /ll'f'fllNAL CITY APPROVAL FIELD BK: TIERRA SANTA FE CT 90-4, HOP 89-50 ECTOR PROJECT NO. CT 90-4 93.309 DATE DRAWING NO. 334-9L JOB #770009 I ' I I J. ip--. .J ~- I I ' ' ' ' \ \ \ ' NOTE \ \ I \ I . ' \ 1 l ·1 t i LANDSCAPE PLANS ARE OFTEN PREPARED IN ADV~NCE OF THE SITE GRADING · RESULTING IN NO SPECIFIC SOILS AGRONOMICAL INFORMATION. PRIOR TO H-IE - PLANTING OF ANY MATERIAL CONTAINED IN THESE PLANS. THE OWNER WILL OBTAIN Af'jD FURNISH A SITE SPECIFIC AGRONOMICAL SOILS REPORT TO THE LANDSCAPE ARCHITECT. LANDSCAPE ARCHITECT WILL THEN COMPARE COMPATIBILITY OF PLANT MATERIALS WITH SITE SdlL AND ADVISE OWNER AND CONTRACTOR. SHOULD CONTRACTOR CHOOSE TO INSTALL ANY PLANT MATERIAL PRIOR TO THIS, HE WILL ASSUME SOLE RESPONSIBILITY FOR ITS SUCCESS. NOTE: _ STREET TREES SHOULD BE PLANTED A MINIMUM 3' OUT OF RIGHT-OF-WAY. ix" ' ~ ' "' t ,:,j ,.__ .. ' '-' -· ' 7 SPECIFICATIONS FOR SLOPES; CONTRACTOR WILL ADHERE TO SLOPE REVEGETATION ANO STABILIZATION MEASURES AS DETAILED PE,R CITY . OF CARLSBAD LANDSCAPE'. MANUAL, PARAGRAPH · E.3--11 (a) & (bl E.3-1.2.1 (a), (b) & (c) t,~ i :s+oo ,. __ : .----..,,J'"--,, ........ ..._ __ . JO 20· - 1,...,,.r. +25 EVC ' ' . ' \ \; 't ,c I.\ ; ~-1-~, i ~ ~ l ' ' ..,. l ,_ 1+00 30 0 "' "' C \ ' ' ' 112.aJ \, : . 5 "' .., • _, /: ');,r'" 0-/ . ~?··' ,>--,..... ', ,. 'r~·' '"' -,-. .; ; ~ ~ ,f C -- I 00--101 I I ~ I I = ~ ; __ EC • 9+86 . .:SO 240.41 ..-. ,~1~11 FORSUM/SUMMERS & MURPHY, INC. 34118 COAST HIGHWAY, DANA PQINT, CALIFORNIA 92629 (71414-111 LANDSCAPE ARCHITECTS 2 ; 1 JW? I/ ---+-~,..,;,.,,.,..,_,,~m•--wm,=• 110.26" i...., ~ ..:.. \ 1, ·, i; \ i, \ '",. ..(112.00 112 00 149.n' ' ' .~ \, "-, I. .. ;:..,1 ... ... ,. , .... ,, I ' / 11..,_-.., r:t I : .,.\(' .,, ~~H-~----,------i!i~/R l;;;;~f:€:G~-. .,,,,-Vl.f;>-~ !V?-le$CP10.~ j a? /2 / -,. ,, lB+l!7H.~-tf1-~ e-!·l6'~~a.c;) ¼ ~ . -----------~/, l · ... . ' ;; 111 1,t,;-% l~-1~~1o,q_1/ ii '~-51 - \v.12.-)(-fl..,CO~ 1~&,;€:,. 7c.,-1~ O~,i:-') 1'9.22' <ff> --~ '·--. .. .... ... , .., ... . . .-. .l, " ... '"··: ~-.". ' . ...... =-::,...,;•-...... . ,.. <I " ..... . ,_,~~~"'it 4A • . ;~P-X.,, ··-..· ,_,.,, ")tx _'1,_ °':~~ -~ ---· ·~• ------_ .,'\S -f'-') N ~-. -·.-. ·~1s)• "' . ~ ------· --.. o--.!S -".i '1,'1,'l, __ .•. ·_ ---· ,v-"'?-1 ,;2. ~ , LL ,.... -. ---· . -. ~C, t<O. sou "" . : ~:_ :i'.:-:-2\s::1' _:; ,:: ~=.... ---_ ~--<-·:-: {_1}:, ""\v~ei -- -::.,,.,•-:::.:>:, -·;. ::.;:·-_,... ... ~i;..ii!""',:C: . -c,:·-f': A 7\,.'?- . · _. ~ _ --c)(1S1\NG ... 0 ~,• ------'---· . -r-<? t. -. a ,o - . ---·;,. > ,_ ~\..t_i --. . . : ._ ·_ 't-"::'1 ·' . . () -------islG - 1:S'ii¢12:~ --~ ~b, ~e ~~ I"'" . . -. . . ' ,•· /"PJU'.:>j f'U, 1--11<1,1.~ ~ . . . 11 ~· l.V.:-~ ........... ~ ;' ' ( . ' ' 't-~ ' f, /7"'-fM=.1'"" -'= ~JT-11&". I -•- KEY MAP N.T.S. ~ CITY OF CARLSBAD t-----+----t----------------------l--------,f---~-----l--~ L:::.::J PLANNING DEPARTMENT t----t---+---------------------+----t---+----t----1 SHRUB PLANTING PLAN FOR: ~ ~ \.t>-l.WS C,4p TIERRA SANTA FE ~ ~ :'I:' Ve;:;, C'7 CT 90-4, HOP 89-50 NORTH "' . --' R111994 SCALE: 1"=30'-0" 0 30 APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS. ~-. -t: 334-9L 93.309 JOB #770009 i:I'~■ FORSUM/SUMMERS & MURPHY, INC. 34118 COAST HIGHWAY. DANA POINT, CAUFORNIA 92&29 1714) 4-lll LANDSCAPE ARCHITECTS APPROVED FOR PLANTING AND IHRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS. 2 ; .lB J / 1 • t 7 'I . 'I /'# 'f l/'•-1,· '· , 'I ,,.,,. 'I l9f ff 1 , ·'• ~. ~" .. •'-1(, NORTH SCALE: 1"=30'-0" 30 0 JO 60 ~ rim t i Signature 'I '# '# 'I / ~-~--f(rt'::>.tJ,G'l-%/14~~e~o,o:) ¼·% ¢0·1GcS ':1o~J I I NO1E· ·LANDSCAPE PLANS ARE OFTEN PREPARED IN ADVANCE OF THE SITE GRADING RESULTING IN NO SPECIFIC SOILS AGRONOMICAL INFORMATION. PRIOR TO THE PLANTING OF ANY MATERIAL CONTAINED IN THESE PLANS. THE OWNER WILL OBTAIN AND FURNISH A SITE SPECIFIC AGRONOMICAL SOILS REPORT TO THE LANDSCAPE ARCHITECT LANDSCAPE ARCHITECT WILL THEN COMPARE COMPATIBILITY OF PLANT MATERIALS WITH SITE SOIL AND ADVISE OWNER AND CONTRACTOR SHOULD CONTRACTOR CHOOSE TO INSTALL ANY PLANT MATERIAL PRIOR TO THIS. HE WILL ASSUME SOLE RESPONSIBILITY FOR ITS SUCCESS NOTE: STREET TREES SHOULD BE PLANTED A MINIMUM 3' OUT OF RIGHT-OF-WAY I I I ~:': ,,_=-: ---l~ ---- , -i><=F -~ -··- ~ ~=-.=i=. . / .ll!l"!!l"lf'.a r. I -IIO,- KEY MAP , I N.T.S. SPECIFICATIONS FOR SLOPES; CONTRACTOR WILL ADHERE TO SLOPE REVEGETATION AND STABILIZATION MEASURE$ AS DETAILED PER CITY OF CARLSBAD LANDSCAPE MANUAL, PARAGRAPH E.3-U la) & (b) E3-t2.1 (a), (b) & (c) -~~-~- ~" -&- ,. \ '· ~ CITY OF CARLSBAD ISHEETSI 1----+--------lf------------------!-----t--+--+----t ~ PLANNING DEPARTMENT 39 l---+---------1--------------t---+---+--+------t DA TE INITlAL DATE INITIAL DAT£ INITIAL ENGINEER Of W0Rt< REVISION DESCRIPTION OTH£R APl'ROV AL OTY APl'IIOVAL SHRUB PLANTING PLAN FOR: DWN BY: CHKO BY: F'IELD BK: TIERRA SANTA FE CT 90-4, HDP 89-50 PROJECT NO. CT 90-4 93.309 DRAWING NO. 334-9L JOB #770009 } /4 4 ' i ))4 bh NOTE 11 I I I (Ji, ' I i46 • ,,., 0 I ~ "I ~2 j I I \ ,l I ' lANDSCAPE PlANS ARE OFTEN PREPARED IN ADVANCE OF THE SITE GRADING RESUl TING m NO SPECIFIC SOllS AGRONOMICAl INFORMATION. PRIOR TO THE PlANTING OF ANY MATERIAL CONTAINED IN THESE PlANS, THE OWNER WILL OBTAIN ANO FURNISH A SITE SPECIFIC AGRONOMICAL SOILS REPORT TO THE LANDSCAPE ARCHITECT lANDSCAPE ARCHITECT Will THEN COMPARE COMPATIBILITY OF PlANT MATERIALS WITH SITE SOIL AND ADVISE OWNER AND CONTRACTOR. SHOUlD CONTRACTOR CHOOSE TO INSTALL ANY PlANT MATERIAL PRIOR TO THIS, HE WILL ASSUME SOLE RESPONSIBILITY FOR ITS SUCCESS 'NOTE: STREET TREES SHOUlD BE PLANTED A MINIMUM 3' OUT OF RIGHT-OF-WAY. . :- l ' I I 11,; -~ I.Z.1 •1•6t;lo,G':') m I-~ '1-1l·l~ee,o,'?) ! I ~8:G. ~•/Eif'e e1o, i:' 11 -?[-~ 1?1•1.-e~o,c.,, ;· ' ir-· L u 0Y I I rp I !◊- :.a .. ,.. .. ,,_.;~~:·1. -- I _y C> -- f\[ji 1 •. ! r y ~ I\ l -.. + 8 r ( ' I I, I ,,~....,..,_:::::-:"::--::,.,--r-T) .. -"::--· ... ' j •, ~.) "\'Ii, 6 (_) c• C.1 ti2 • a !,, '" )41 4) 61 APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS. I --r I I I I I f ---+ I ' I I ' KEY I SEE HEREON NORTH \ I L_/'_ ~x c;-IGe eJo.c,, Sign;wn, SCALE: 1"=30'-0" 30 O 50 60 ~------L:J i \ 155.61 ~ ", \ ' '\• -\' , __ \,, ·, , ... ~ '\. ' ' ' ' -' ' ' ' ' ' -•, \ 1 S ' ' ' .,,, ' [ ._.,, ____ ,, ___ l 228 7 - ··-····---·-···· , .. 12 [225 9 j • 4 ""~~i28 41 ~-.., -- (] SPECIFICATIONS FOR SLOPES; CONTRACTOR WILL ADHERE TO SLOPE REVEGETATION AND STABILIZATION MEASURES AS DETAILED PER CITY OF CARLSBAD LANDSCAPE MANUAL, PARAGRAPH E,3-t1 la} & (b} E3-t21 (a), (b) & (c) ·\', . __ · -__ . \ ' ' \ \ - \ -__ '-## ,· .. - \ ' \,. ' ' . ,, . '\ ·., !;.';,-7• ---; l ::------i!r.~F I l.,=-~-==-~-..___ '""'""'-'-"----; ~---·~--=--_, .::rlli,l"W,11 ~. I 'i --- KEY MAP N_T_$_ t-------+-------------------------1---------~~ CITY OF CARLSBAD PLANNING DEPARTMENT ~ ~ DATE INITIAL DATE INITIAL DA1£ INITIAL ENGINEER Of WORI( REVISION DESCRIPTION OTH!:11 I\PPRCV Al CITY APPROVAL SHRUB PLANTING PLAN FOR: DWN BY: CHKD BY: FIELD BK: TIERRA SANTA FE CT 90-4, HDP 89-50 PROJECT NO. CT 90-4 93.309 DRAWING NO. 334-9L JOB #770009 F>' STORM DRAIN EASEMENT r-c-=··,-EX. 10' SEWER EASEMENT DOC 89··-1877J;3 REC 4/11 /89 SUBDIVISION I i I I , '-.. .,_ ' ) ·\ _,,,,,,,,,. NOTE· LANDSCAPE PLANS ARE OFTEN · PREPARED IN AQVANCE OF THE SITE GRADING RESULTING IN NO SPECIFIC SOILS AGRONOMICAL INfORMATION. PRIOR TO THE PLANTING OF ANY MATERIAL CONTAINED IN THESE PLANS, THE OWNER WILL OBTAIN AND FURNISH A SffE SPECIFIC AGRONOMICAL SOILS RE:PORT TO THE LANDSCAPE ARCHITECT. LANDSCAPE ARCHITECT WILL THEN COMPARE COMPATIBILITY OF PLANT MATERIALS WITH SITE SOIL AND ADVISE OWNER AND CONTRACTOR SHOULD CONTRACTOR CHOOSE TO INSTALL ANY PLANT MATERIAL PRIOR TO THIS, HE WILL ASSUME SOLE RESPONSIBILITY FOR ITS SUCCESS. NOTE: STREET TREES SHOULD BE PLANTED A MINIMUM 3' OUT OF RIGHT-OF-WAY LOT 189.90' I / - R·'. ;. .. > I ;1 ' ' t ! \ - SPECIFICATIONS FOR SLOPES; CONTRACTOR WILL ADHERE TO SLOPE REVEGETATION ANO STABILIZATION MEASURES AS DETAILED PER CITY OF CARLSBAD LANDSCAPE MANUAL, PARAGRAPH E.3,t1 (al & (b) E.3-t2.1 (al, (b) & (cl ..... + g ' ' ....... I I "O .. O> 00 "' I ' < i, ....... 1. • C, "' --f BOUNDARY 8 '.) MIN .l .• AVENIDA Nll3VE[ I "' + /- ! .J,., TA.f/!; • i ) : ;; ,-:.:.,\?,!:,.:--;:..,,- APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS. I j r- / ,?~'.'" ·---~ . ..:: 4 ~/°? . . . . . .,/ ') ,--- .,, ,~ b~• < • n , i ff SHFET Ll-34 NORTH + '._) SCALE: 1"=30'-0" .30 0 30 ~ I a .... l:J!'~~I F()RSUM/SUMMERS & MURPHY, INC. ~41 lf! l:()A~I HK;HWAY D,~NA P()INT, CALIFORNIA 92629 (714) 496-6111 LANDSCAPE ARCHITECTS ZP-~ Z.S·(&et;io,o, 60 i i I I )':-·. I 101·%: fCO·l&IS (5~.o, ,. Jun· Vi 00 I~-; I '·-·' r:·: Io'~ ~ + .. /C I I 1' . .._; a <" 1~-, ' ~ I I ~ fl '"if" Q I ' ' ~ I' I Q:= ,. . -oo,t"r i I I < I , I -~ . ~ -·-· 2 : I I I I I , 1 R' O' -' ' ·--t,,.f ~ 0 / 1 '.Y 1 i x I I l ~I I I I I! I)" r ! ,... ... \ ( : ~· 00-t? ... ' • '< -~ ! ~1 I ,-,_ •·, '. .,-., : rl " I. j . ,, : . j, ,I _,,{_i ., I ~ -' 4P ' -+-'' •· 8 ; <.. I ' ! lf~~ 't,';.)-1.';'~ . ~l"lf'.111 r. --- KEY MAP N.T.S. I l,j c,,-i,4 f>,oJw.,,.,l"'el'-.t,.\~il'"l<>e(~ ~ CITY OF CARLSBAD ~ t----+---+----------------,-----4-,-~--+--~ 6 9 PLAIINNG DEPARTMENT ;::::==----==========:=....':===::; SHRUB PLANTING PLAN FOR: Signature DATE INITIAL DATE INITIAL DATE ENGINEER Of" WORK REVISION DESCRIPTION OTHER APPROVAL arr Al'PflOVAL OWN BY: CHKO BY: FIELD BK: TIERRA SANTA FE CT 90-4, HOP 89-50 PROJECT NO. CT 90-4 93.309 DATE DRAWING NO. 334-9L JOB #770009 r--------EXISTING SLOPE FACE ROOT BALL TOP OF ROOT BALL TO IJE 1 "ABOVE FINISH GRAOE, IN LINE WITH SLOPE FACE 4" HIGH BASIN, FIRMLY COMPACTED ~-BACKFILL MIX PER $OIL$ REPORT ~-cO•!.~ACT $OIL AT BOTTOM OF T'IT TO , 2 TWO TIMES ~PREVENT SHRUB FROM SETTLING WIOTII OF nooT BA L AMEND PER SOILS REPORT NATIVE SUEJGRADE TREE & SHRUB PLANTING ON SLOPE DEEPROOTCONTR LPLANTER FOR UP TO 1 5 GAL. TREE OR 20·· ROOT BALL P.-ooucT SPECIFICATIONS DEEP ROOT --STANDARD PRE-FOAMED PlANTER if 22-29-18P -SQUARE PROFILE MATERIAL. STRUCTURAL FOAM POLYETHYLENE Pl.ASTIC, MATE;.RIAL THICKNi;.SS: .250 INJi;:CTION MOLDED: ROOT DEFLECTING Al8S/ULTRAV101..ET STA611.,.U'.ER$ ADDED DIMl:NSIONS INSIDE. 22" SO TOP -29 .. SO. BOTTOM ~ HEIGHT 18" -' <;OM~M:T !ID+L ,O -1- .oTlOM r,,: IIQOT ...,_,, ' I I PH" l<QQ~ (:o;.rfflOL """"" " TO,.., GMv'l:• ~ ·---·-·-50ll a.r.i;:UN.L SOIL AMENDMENTS SOIL_PREPARATIOf:l Contractor shall thouroughly incdrporate the following arnendrnents into the soil by means of a power rototiller lo a uniform depth of 9" all planting areas: !!~m Agricultural Gypsum Elemental Sulfur Zinc Stilfate Iron Sulfate Nitrolized Redwood Shavings !.:h!i1.nrnv 100 lbs.11000 s.f. 2 lbs./1000 s.f. 1 lbs.11000 s.f. 2 lbs./1000 s.f. 4 cu.yds.11000 s.f. Backfill Mix ------------- NOTE: Contractor shall thouroughly incorporate the following amendments into the planting mix: 6 parts by volume 011 site soil. ' 4 parts by voh11ne nitrolized redwood shavings. 2 lbs. Iron Sulfate per cu.yd. of mi~. t lbs. 15· 15· 15 com,nercial fertilizer per cu. yd. of mix. Plant Tablets per plan FOR 81D PURPOSES ONLY PENDING FINAL SOIL AMENDMENT SCHEDULE ..... l;t!~II FORSUM/SUMMERS & MURPHY, INC. 14118 COAST HIGHWAY, OA"\JA P()1NT. C AUJ-ORNIA 92629: (714) 4%-611 l LANDSCAPE ARCHITECTS • 12" PREVAILING l WIND l Ci ~ L. "rlEE TIE LODGEPOLE PLAN : -----TREE TRUNK __ _,,6· ( 5· MIN BETWEEN TOP OF POLE AND __ _,.6· LOWEST BRANCH OF CROWN ---.,..._ ____ /2) 'TWIST BRACE' TREE TIES. NAIL WI /2) GALVANIZED NAILS@ EACH t!ND MFG BY VI T PRODUCTS /619) 673-1760 ,f~-------(2) 2" x 8 LODGEPOLE$ l,L_;t'"""'19 / (1) 8" 'AROOn GUARD FOR EACH ffiEE IN TURF MFG BY DEEP ROOT CORP 36" (714) 898-0563 ROOT BALL ~---FINISH GRADE ----T/[FEn TO TnEE PLANTING DETAIL FOR 24" PLANTING INSTRUCTIONS ----NATIVE SUBGRAOE NOTE: USE FOR ALL 15 GALLON SIZE TREES DOUBLE STAKED TREE ~-13) 112· DIA PVC SLEEVES OVER Wlf1E ~-(/) 8" 'AAOOn GUAnD' ,on [AC/i TT/EE IN TURF. MFG £3Y DEF:P ROOT CORP (774) 898-0563 ~-FINISH GRADE ~~ (3) DUCK£3lll [llnT11 ANCIIORS MFG BY VI T PRODUCTS (619) 6131760 ~~n[r[n TO TR[E rLANTING DE) \IL roR PLANTING INSTRUCTIONS .___ NATIVE SUOGRADE NOTE: USE FOR ALL 24 • BOX OR LARGER SIZE SPECIMEN TREES AT DIRECTION OF OWNER OR LANDSCAPE ARCHITECT GUY STAKED SPECIMEN TREE ROOT BALL i/JJ.~"---PLANTING TABLETS (SEE SCHEDULE FOR QUANTITY) ~---BACKFILL MIX PER SOILS REPORT :·\;"•. \):\;:,::·;;::~"\;-;~\~;!tlftl----COMPACT SOIL AT BOTTOM OF PIT TO PREVENT SHRUB FROM SETTLING AMEND PER SOILS REPORT 2 nvo TIMES ~--NATNE SUBGRADE W/DTI I or noo TBA L SHRUB PLANTING • -~ & <,; 0 cg (0 PLANT TABLET SCHEDULE GRO-POWER PLANTlNG TABLETS Fo1, CONTAINER GROWN Pi ANTS LINERS & FLATS 1 TABLET 1 GALLON CONTAINlR RECEIVES .... •· .... 2 TABI FTS 5 GALLON CONTAINER RECE lVES • •• · · • • • • • 6 TABLE: TS 1S GAllONCONTAINERRcCEIVES ... , ....... ,z TABLETS 20'BOXRE:CEIV[S • • • • • .. • • ••• -•• • ... ··--14 TABLl TS 24" BOX RE:CEIV[S • • • • • • • • • .. • • • • • • •• .. · -14 TABLE TS 30"FJOXR[CflVfS···•••••• , .............. ,6 TABlflS 3G.flCXRfCf-lVlS"• .. •····· • • •· •· • • • • -18 TAHII TS 42" ROX RECEIVFS • • • • • • • • • • • • • • • • • • • 20 TA13L HS 48' f-lCX R[CEIVfS • • • • • • • • • • • • • • • • • • • • 22 TABI f-TS 00' ROX R[CflV[S • • • • • • • • • • • • • • • • •• • 32 TABL f-TS I OR L ARGUl BOX SllF S USE: 3 TABI f-TS FOR EACH 1 2· o, CAI 11'1 H SllF Mf ASURfD 14 AflOVl rlNISH GRADE PLANTING LEGEND • C\ Jr EQUAL EQUAL 0 0 ~ t c'., '< (0 0 (Q) (0) <0) 50% 5 GALLON/ 50% 1 GALLON PLANTS, 0 WITH EQUAL TRIANGULAR SPACING 5 GALLON © 0 (g 0 1GALLON 0 g 0 0 t C, '< 0 0 0 l EQUAL l EQUAL l EQUAL l ., If 'I 'I SHRUB SPACING NO SCALE ____ ,, .... ,.,.,, -···--··· ····-····-·-· PLANTING MATERIAL LIST TREES' EUC NIC JAC MIM KOE PAN LIQ STY MEL LEU PIN ELD PIN HAL PODGRA RHU LAN SHRUBS: ACAONG BOU LJ, ESC FRA HEM OWF NER M.R. PHOFRA PITCRE PYRS.C. RAPB.B. XYLCON EUCALYPTUS NICHOLi! WILLOW LEAFED EUCALYPTUS JACARANDA MIMOSIFOLIA JACARAN[1A KOELREUTERIA PANICULATA GOLDEN RAIN TREE LIQUIDAMBAR STYRACIFLUA AMERICAN SWEET GUM MELALEUCA LEUCADENDRA CAJEPUT TREE PINUS ELDARICA MONDELL PINE PINUS HALEPENSIS ALEPPO PINE PODOCARPUS GRACILIOR FERN PINE RHUS LANCEA AFRICAN SUMAC ACACIA ONGERUP PROSTRATE ACACIA BOUGAINVILLEA 'LA JOLLA' BOUGAINVILLEA ESCALLONIA FRADESII PINK ESCALLONIA HEMEROCALLIS HYBRID DWARF ('YELLOW) DWARF DAY LILY NERIUM \)LEANDER 'MRS. ROEDING' OLEANDER PHOTINIA FRASER! FRASER'S PHOTINIA PITTOSPORUM TOBIRA 'CREME de MINT' CREME de MINT MOCK ORANGE PYRACANTHA 'SANTA CRUZ· FIRETHORN RAPHIOLEPIS INOICA 'BAY BREEZE' INDIA HAWTHORNE XYLOSMA CONGESTUM SHINY XYLOSMA GROUND CPYFR: 'MYO PAR MYPORUM PARVIFOLIUM MYOPORUM NOTE: JUTE MESH SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 & APR COVER CROP SHALL BE APPLIED DURING-THE REMAINDER OF THE YEAR & SHALL BE HAND SEE/!,E5'· ALYSSUM (WHITE) AT A RATE OF 10Ibs. PER ACRE IN COMBINATION WITH THE HAND PLANTED GROUND COVER. "AS BUILT" RCE __ _ EXP. DATE REVIEWED BY: INSPECTOR DA TE NOTE: ALL SHRUB MATERIAL MUST BE .---""T"""-""T""" ______ __._ _____ .---..---..-----.------------------------t LOCATED OUTSIDE R.O.W. 0.------+----+-------------f---+---+----+------a ~ C ITYPLANON~ DCEPAARRTMLSENTBAD ~ EXCEPT, HEM DWF & PIT CRE L~ ..... ~ APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRCISE LOCAT\ON OF PLANTING AREAS DATE INITIAL ENGINITR OF WORK DATE INITIAL REVISION DESCRIPTION OTHER APPROV-'l. PLANTING DETAILS FOR: TIERRA SANTA FE CT 90-4, HOP 89-50 D,_ TE INITIAL OTY APPROV-'l. 93.309 JOB #7700_09 PLANTING NOTES GENERAL SITE PLANTTNG SOL TEST LABORATORY "'-'ST BE PRE-APPROVED BY CITY OF CARLSBAD. The Owner shall have a soil analysis made after completion of the rough grading. The Contractor shall incorporate all soil amenonents and fertilizers prescribed therein. The soil preparation spec1fied below shall be adjusted according to the analysis. t-. "lleed Control for Lawn, Shrub & Ground Cover Areas (Except Slopes) a. Remove all existing weeds from surface. Remove all roots of Bennuaa-Johnson Grass, etc. b. Install irrigation. c. Fertilize all shrub/ground cover areas. Apply 10 lbs. of 16-20-0 comnercial fertilizer per 1,000 sq. ft. d. •• f. Water all shrub/ground germinate weed seeds. avoid erosion. cover areas for three weeks to Water application at low rate to Apply contact weed killer 'Round-Up' to all planting areas . fERB!CDE APPLICATOR SHALL Bia UC!,NSED BY TllE STATE OF CALFORNA Plant shrub/ground cover as ~oon as 'Round-Up' has dissipated, according to manufacturer's specifications. 2. Soil Preparation & Finish Grading a. Rough grade -Site to be received by Landscape Contractor to within l/10 foot plus or minus by others based upon Landscape Architect's grading plan. b. Finish grade -Finish grading to consist of grading, raking and hand work necessary to achieve nesired contour and flow line patterns resulting in evenly finished surfaces free of debris and litter. c. Spread over all lawn, Bhrub and ground cover l!l.reas, amendments and fe~tilif:@r prescribed in &oil6 report-Thoroughly mix into soil to depth of 6" and fine grade. Shap~ mounds as shown on plans. Contour Interval at l'O''. Contractor to import soil n@c,@$$ary to att9in des1gn grade~ and bet~8, import eoil to be free of weeds, debris, and have balanced ph. Smooth and even grading ~ithout depressions or high spots~ to provide smooth and ·even surfaces for pioper drainage. Final grade will be 1" below walk/top of curb. Remove fi:-om the s:lte all stones over 2" in size. All planting areas shall be top dressed with a l'' l~yer of sequoiu Forest humus. 3. Planting Plant trees, shrubs and ground cover as called for where indicated on Planting Plan and as detailed on Planting deta11 sheet. Substitutions of plants will not be accepted unless approved by Landscape Architect. a. Ground Cover -Flats and/or Cuttings All plant materials specified as rooted cuttings or flat stock on Planting Plan shall remain in the flats until time of transplanting. The flat soil shall contain sufticient moisture so that soil does not fall apart when lifting plant from flat. Ground cover plants shall not be allowed to dry out before or while being planted, Roots shall not be exposed to the air except while actually being planted. Wilted plants will not be accepted. At the time of planting, the soil around each plant shall be finned sufficiently to force out air pockets. Plants to be planted in triangular spacing as specified o.c. (on center). All cuttings shall be minimum of 6" long. Install pl.ants in 6"x6" planting pits. Water immediately after each planting until one inch of water penetration is obtained. All ground cover areas to receive a pre-emergent weed control treatment of 'Betasan' or 'Treflan'. app11ed per manufacturer's recommendation and consulta- tion with a pest control aavisor. Care shall be exerc1sed at ali times to protect the plants after planting. Any damage to plants by trampling or other operations of this contract shall be repaired immediately. b. Shrubs & Trees Plant all container-grown plants in planting pits, two times wider and 12" DEEPER than the container. as deta i 1 ed on Pl anting detail sheet. Thoroughly mix 1/3 organic backfill (Nitrolized redwood shavings or equal) and the amendments specified in the soil analysis with the site soil, prior to backfilling ot planting pits. Install Gro Power Planting tablets, per the manufacturer's instruct1ons and as detailed on Planting detail sheet. Basin all trees not in lawn areas; basin shall not exceed top of root ball crown. c. Top Dressing Top dress all ground cover and shrub areas with~-thick layer of Sequoia Forest Humus or equal. SI..OPES'3,1 Al,a:J STEEPER ARE EXCEPTED. d. Staking Stake all trees as detailed on Planting detail sheet. e. Pots & Planters Apply Thompson's Water Seal or equal to inside of all pots and redwood planters prior to planting. All pots shall be drilled for drainage and furnished with saucers. • 4. Special Backfill Mixes a. Azaleas -Use pure Peat Moss b. Camillas & Ferns -Use 5U% Peat Moss 25% Forest Humus 251: :.ite Soil c. Pots,and Planters -Use Kellogg's Indoor Planter Mi>. ---·-·--------------------------····· ------------·-------------~ ..... -. fflY~~~ FORSUM/SUMMERS & MURPHY, INC. HlHl (CJASl H!CHWAY. DANA PCJINT, C:ALIF(JRNIA 92bl'J (714;, 49&-6111 LANDSCAPE ARCHITECTS --------------------' 5. Sod -See Planting Detail sheet for -Type of Sod a. Areas shall have a smooth and continual grade between existing or fixed controls, such as: walks, curbs, catch basins. Roll, scarify, rake and level as necessary to obtain true, even soil surface. b. Apply fertilizers as specified on Planting detail sheet onto the soil. C. Larng: >od shall be laid the same day it is deliyered. t shall not be left on pallets in the hot sun longer than necessary. d. Unroll sod carefully and place in staggered pattern of strips. Sod shall be laid and taped against adjacent strips to eliminate joints and edges. e. f. g. h. Trim sod to confonn to lawn shapes designated in the Planting plan. Watering: After sod is laid, it shall be irrigated thoroughly to provide moisture penetration to at least 6". Handlin~: All sod ln sodaed areas shall be handled and laid in a igh standard workmanship llldnner. All ends, joints, and cuts to fit tightly so that there are no voids and the final appearanc~ is one of a continuous lawn. Sections of sod less than 18" long or 9" wide shall not be used. Inspection: No sod area will be acceptable until approved by the Landscape Architect. 6. Stolinized Turf -See Planting Detail sheet for Type of Stolon a. General Definitions: Stolon installation shall consist of the following: Quality stolons, proper planting date, · adequate soil preparation, incorporation of suitable soil amendments it required, preplant fertilizers, proper stolon storage, planting of stolons approximately 751 into damp soil and thereafter adequately irrigated. b. Materials and Composition of Stolons: The· standard unit of niiasurement for stolons shall be a bushel. A bushel is defined as 1.24 cu.ft., loose packed and having a minimum weight of eight (8) pounds net. See Planting detail sheet for type of stolon. Minimum planting rate shall be five (5) bushels per l.000 sq.ft. Stoloos shall be grown fr0t11.high quality vegetative material upon soil treated w1th appropriate State and Federal regulatory agency approved pe-,;ticides for control of diseasest insects and weeds. They shall be produced in fields periodically inspected by the Calif- ornia Department of Food and Agriculture Nursery Section to insure high quality and freedom from diseases, insects and weeds according to the standards in effect in the current publicat1on of 'State of cal1fomia Regulations for Nursery lnspectioo'. c. (M~_i_t_i_c,_n __ of S_tolon~ Stoloos shall be defined as fresh living sections of runners and stems having nodes (joints) which will. produce growth (may be seasonably dormant and capable of renewing growth after planting) when properly planted and maintained. Stoloos shall be cut to between one (1) and four (4) inches in length. Chaff, soil or inert material shall compose no more than eight (8) percent by weight. When delivered to tl)e job site, stolons shall be in corregated containers, clean burlap bags or suitable plastic mesh bags. Stolons may be held on site for approximately twenty-four (24 l hours if kept shaded, piled no more than two ( 2) deep and continually saturated with water until planted. d. P_l~nting Oilte, The optimum planting period is generally between April l through September~-Earlier and later plantings can be made depending upon soil te""eratures and availability of quality stolons. Plantings made other than during the optimllll period of the year require a minimum of 20% additiooal bushels of stolons per l.000 sq.ft. e. Soil Preparation: Debris shall be removed, weeds may be removed· or plowed under, the soil tilled four (4) to six (6) inches in depth and such soil arnendments as may be. required for soil fertility, drainage and texture shall be worked into the soil. All areas shall be rough graded plus or minus one (1) inch, then thoroughly irr19ated to wet the soi 1 profile to a depth of eight (8) to twelve (12) inches. Finish grade to level, the top three (3) inches of soil must be in a loose, friable condition and free of rocks larger than four (4) inches. Pmnonium phosphate (16-20-0) (or other recOlltllended fertilizer) shall be broadcast on all soil surfaces at ten (10) pounds per 1,000 sq.ft. Soil pre- paration and amendments for heavy use, such as athletic f_ields, may be more extensive than the foregoing. f. itoloo_f_l_~_nt~: Stolons shall be planted within 24 hours of delivery to the job site. The stolons shall be pressed into the friable damp soil in such a manner as to bury approximately 75% of the stolons to a depth of l/2" to l-1/2"; stolons thus planted shall be rolled illtllediately thereafter, to assure intimate contact between soil particles and the stolons. For planting large areas in excess of 10,000 to 20,000 sq. ft., mechanical stolon planters as the Cal-Turf stolon roller, shall be employed. In small residential lots, stolons may be scattered on the prepared surface and top dressed with approx- imately 1/4" organic material, then rolled. It is not necessary to top dress stolons which have been properly planted with suitable mechanical equipment. g. I_r_r1_3!1_!_1 __ on: At no time after planting shall stolons be subjected to drying. Newly plantrd stolons shall be irrigated to a depth of 8" 1mr,>d1ately after planting; at 100°F .• fifteen (15) minutes l~ the maximum interval bet\'feen planting and irrigation. at 75°F., one (l) hour is the maximum interval. New stolon plantings shall be kept saturated with water at all times fo"r the first then (10) to twenty (20) days after planting, or until the new turf plants are sufficiently rooted and well established to withstand less frequent irrigation. 7. Hydrose_ed Turf Hydroseed all areas designated as 'Hydroseeded Turf'. See Planting Detail sheet for type and quantity of seed mix, fertilizer and additional amendments. A. APPLICATION l. 2. 3. ~_guip,nent: Hydraulic equipment used for the application of the fertilizer, seed, and fibre pulp, shall be of the 'Super Hydro-Seeder' type, as approved by the Landscape Architect. This equipment shall have a built-in agitator system and operating capacity sufficient to agitate, suspend, and hOfllOgenously mix a slurry containing not le5,s than 40 lbs. of fibre mulch plus a corrt>inatioo of 7 lbs. fertilizer solids for each 100 gallons of water. The slurry distribution lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic spray nozzles which shall place the slurry tank and spray nozzle within sufficient proximity to be seeded. Preparation: The slurry ·preparation shall take place at the site of worl< and shall begin by adding water to the tank when the engine is at half throttle. When the water level has reached the heights of the agitator shaft, good circulatioo shall be established and at this time the seed s~all be added. Fertilizer shall then be added, followeo by fibre mulch. The fibre mulch shall b,e added to the mixture after the: seed and when the tank i~ dt least one- third filled with water. All fibre mulch shall be added by the time the tank is two-thirds to three-fourths full. ,spraying shall coornence i,rrnediately when the tank is full. Application: Apply hydro-mulch in the fonn of a slurry consisting of wood cellulose fibre, seed, chemical additives. cOOlf'ercial fertilizer and water . ..-ien hydrau- lically sprayed on the soil surface, the hydroirulching shall fonn a blotter-like grouod cover i~regnated unifonnily with seed and fertilizer and shall allow the absorption of moisture and rainfall and percolation to the underlying son. Remove all fibre applied to drain gutter, streets, walls, and other construction. Leave site broom-clean. GENERAL SLOPE PLANTING SOL TEST LABORJ(TOIIY MUST Bia PRE-APPROVED BY CITY OF CARLSBAD. The Owner shall have a son analysis made after completion of the rough grading. The Contractor shall incorporate all soil amenonents and fertilizers prescribed herein. The soil preparation specified below shall be adjusted accordingly to the analysis. PLAN TI NG PREPARATl_9!i 1. Slope TexJuring a. Cut Slopes: These surfaces shall be roughened in a horizontal direction following the contour of the slope. The roughened texture shall 1"' made by hand raking or similar mechanical means. b. Fill Slopes: These surfaces shall be compacted and finished and also roughened in• ho•izontal direction following the con tour of the slope. The roughened texture shall be made by hand raking or similar mechanical means. 2. Weed Eradication Procedures a. Manually remove all existing vegetation and dispose of it off-site. b. Fertilize all planting areas with fertilizer based on Soil Labs reco<rrnendations. (See Planting detail sheet). Add any and.all soil amendments as required, per the soil analysis. Begin watering process to activate fertilizer and additive chemicals. c. Water all planting areas thoroughly and cootinuously for a period of two (2) consecutive weeks. The Landscape Architect shall approve specific watering duration and frequency program designed to germinate all residual weed seeds. d. Discontinue watering process for two (2) days, then apply 'Round-Up' if perennial weeds appear on the slopes. If annual weeds appear. u~e straight contact herbicide '3:S per the pest control advisor's recommendations. No water shall be applied for a minimum of four (4) days following application of contact weed killer. e. Allow sufficient period of time to insure that all weeds are dead. f_ Water al I olanting areas thoroughly and continuously for a period of three (3) weeks. A shorter watering period may be permissible at the discretion of the Landscape Architect and/or the pest control advisor. Discontinue the watering process for one ( 1) day prior to the second application of the herbicide spraying. Re-apply the spraying operation with a straight contact weed killer, as per the pest control advisor's recormendations. Allow a minimum of four (4) days without irrigation, for effective final weed kill. g. Clear all desicated weeds from the slopes to the finished grade. h. Water all planting areas thoroughly and continuously for three (3) consecutive days to saturate upper layers of soil prior to the hydroseeding operation. i. Then allow planting area soil surface to dry out for one (l) day only, prior to the hydroseeding application. Care must be taken not to allow the soil surface to be super-saturated with water prior to the hydroseeding installation. At the same time, the soil surface should not be bone dry. There should be some residual 1110isture within the first 1/2" of soil surface. j. Beg1n the hydroseeding operation on all areas, as specified. 3. P1"1nting Plant trees and shrubs as called for where indicated on Planting Pian and as detailed on Planting detail sheet. Substitutions of olants will not be accepted unless approved by Landscape Architect. lnstal I Gro-Power nant1n9 tab1ets as cal led for in le9end. Plant all container grown plants in planting pits two \2) times wider and 1:i"·DEEPER. · than the container. Thoroughly mix the specified materials found in the soil analysis and those specified on the Planting detail sheet,with the site soil, prior to backfilling of planting pits. 4. Gro-Power Planting Tablets (See Planting Detail Sheet) 5. Hydroseeding Specifications For Slope Areas a\ HYDROSEED MIX \vdroseed mix and mulch shall be amended to suit soecific s'\te conditions. Verity hydroseed mix with the Landscape Ar~•,tect. upon results of the so1l analysis. The m,x sna oe applied to al I slope areas directly after the inst lation of all plant materials as final dressing. See P nting Detail sheet for type and quantity of seed mix, f tilizer, and additional amendments. 6. APPLICATION 1. 2. 3. E~ui~ment· Hydraulic equipment used for the application o t e ferti izer, seed and fibre mulch, shall be of the 'Super Hydro-eeder' type, as approved by the Landscape Architect. lh eQllipment shall have a built-in agitator system and aper i capacity sufficient to agitate, suspend and homogenously a slurry containing not less than 40 lbs. of fibre l!lll s a comination of 7-Jbs. fertilizer solids for each 10 Jons of water. The slurry distribu- tion lines shall be,arge enough to prevent stoppage and shall be equipped wit a set of hydraulic spray nozzles which shall place the lurry tank and spray nozzle within sufficient proximity to the areas to be seeded. Preparation: The slurry p paratioo_ shall take place at the 51 te of work and shall beg by adding water to the tank when the engine is at half rattle. When the water level has reached the heights of agitator shaft, good circula- tion shall be established and t this tirne the seed shall be added. Fertilizer shall the be added, followed by fibre mulch. The fibre mulch shall on be added to the mixture after the seed and when the tank s at least one-third filled with water. All fibre mulch shall e added by the time the tank is two-thirds to three-fourths full. Spraying shall comn1mce illl!lediately when the tank i full. Appli~~ti_~: When hydraul1cally spraye on the soil surrace, tlie7i'ydro-mulchmg shall form a blotter ike ground co•er impregnated unifonnily wi_th seed and fer "lizer and shall allow the absorption of ..,isture and rain 11 percolate to the underlying soil. RenD•e all fibre app ed to drain gutter, streets, walls and other constructi . Leave site broom-clean. GE~ERAL NOTES See Pl anting Detail Sheet For Further ~otes 1. CLEAN-UP a. After all installation operations have been completed, remowe all rubb;sht excess soll. empty plant cont~iners and trash from the site daily. All scars, ruts or other marks in the area caused by this work shall be repaired and the ground left in a neat, orderly condition. Leave site in broom-clean condition at the end of each working day. Hose down all paved areas, 1ncluding walks and pat1os, upOn completion of all work. 2. i'IAINlENANCE a. The Contractor shall maintain during installation a sufficient number of men and adequate equipment to perform the work herein specified. Plant maintenance work shal I consist ot applying water, weed1ng, caring of plants, iTicluding ground covers, shrubs, vines and trees, edging and mowing lawns, fertilizing, control of pests and diseases,and m:i.intaining walks free of debris and dirt. Upon completion of each area of installation, the Contrac- tor, landscape Architect and Owner shall conduct an inspection of completed area, along with the owner's maintenance repres~ntative. At this time, a list of corrections, if any, shall be made which are the respon- sibility of the Contractor. '. b. After all work has been completed, inspected and accepted, all areas will be maintained for a periOd ot ninety (90) calendar days or as long as is necessary to establish thriving trees1 shrubs, turf, and ground cover areas without bare spots. 3. 4. 5. 6. 7. c. Keep all areas weed-free, adequ;,tely watered, and neatly cultivated for the ninety (90) day periOd. Remove all debris from site and keep the entire site broom-clean. Mow turf areas weekly. Hydroseeded turf areas shall be irrigated alter the slurry mulch has been applied and allowed to set for one (1) day. The soil surface must be kept moist at all t1mes during the germination period to avoid desication of seedlings. d. Re-seed all bare spots in turt areas at two (2) week intervals and maintain until an even stand of turf, without bare spots, is obtained. Re-seed all slope areas that fall to genninate evenly. Repair all eroded surfaces at no cost to the owner. e. Damage to any planted area shall be repaired inmediately. Depressions caused by vehicles or toot traffic shall be filled with topsoil, leveled and replanted. Exterminate gophers, moles and repair damage. f. The project Shall be so cared for that a neat clean condition will be presented at all times to the satisfac- tion of the Owner and Landscape Architect. The landscape contractor shal I be expected to make minimum of one weekly visit for maintenance purposes. g. At the end of the maintenance period, all areas that have been planted shall be fertilited with commercial fertili2er, analysis 16-8-8, at 300 lbs. per acre, and watered thoroughly. h. The Contractor shall request a final inspection seven (7) days prior to the end of the maintenance period. This request shall be written and directed to the Owner and the Landscape Architect. Upon acceptance of the project, the Contractor shall be relieved of any further maintenance. GUARANTEE All turf, hand-planted and hydro-seeded ground cover, and shrubs -shall be guaranteed to live and grow tor a period of ninety \90) days after installation and acceptance by the Landscape Architect. Trees shall be guaranteed for one year. Any material that fails to grow through the specified maintenance and guarantee period shall be replaced by the Contractor at no cost to the Qwner. INSPECTIONS a. A11 inspections specified herein shall be made by the Landscape Architect or his representative. The Contractor shall request inspection at least two (2) working days in advance of the time that the inspection is required. b. Inspections will be required for the following parts of the work: 1. Upon completion of grading and soil' conditioning prior to planting. 2. When trees are spotted for planting, but before planting holes are excavated. 3. When planting and all other indicated or specified work, except the maintenance period, has been completed. Acceptance shall establish the beginning of the mainten- ance period. 4. Final Inspection with the Owner or his representative at the end of the maintenance period. VERIFICATION OF DIMENSIONS a. All scaled dimensions are approximate. Before proceeding with any work, the Contractor shall carefully check and verify all dimensions and quantities, and shall itm1ediately infonn the Landscape Architect of any discrepancy between the drawings and/or specifications and actual conditions. No work shall be done in any area where there is such a discrepancy until approval for same has been given by the Landscape Architect. UTILITIES a. The Contractor shall be responsible for verifying the location of all underground utilities, electric cables, conduits, sprinkler lines and all utility lines prior to any construction, so that proper precautions my be taken not to damage such improvements. In the event of a corflict between such lines and plant locations, promptly notify the Landscape Architect who will arrange for relocations of one or the other. Failure to follow this procedure places upon the Contractor the responsibility for, at his own expense, making any and all repairs for damages resulting from his work. EXISTING TREES a. Contr!:tor is to insure the preservation of any existing ~rees on the site. Damage or loss of these trees will result in replacement of equal size by the Landscape Contractor. "AS BUILT" RCE ___ EXP. REVIEWED BY: INSPECTOR DATE DATE L--____J_, __ +-_-__ =--=--------,--_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-++----_-_-++--.:._-_:-:::__-:::__-:::__:_-=--=·-..... Ot~3EJ I CITY OF CARLSBAD I SH3E9ETS 1- 1------1'-----PLANNING DEPARTMENT I-------+---+--_,_, __ ------------------+---------,f----+---------,f------1 ;:.===~-::::~::-:::::::.=:=;;:__..=:::::::::::::::::::::::::::=::::::::=···:::....:=·-=·=:'...:===:::: 1 PLANTING NOTES FOR: TIERRA SANTA FE CT 90-4, HOP 89-50 l-----+-----+------------------------,--·--+----+-----4-----1 ::::::====;,,;==:::;:::::;::::::::;==============: APPROW" -/. /4 j_ . APR l .1. 1394 7 ~:_;±_~~------ APPROVED FOR PLANTING AND ·1RRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE INITIAL [NGINUR Of WORK REVISION DESCRIPTION DATE INITIAL OlHER APPROVAi. ASSISTANT PLANNING DIRECTOR DA TE ····----------'"--'-=----" ~~ Bi~: ---: L. CT _9_~--~-~-----_--_-_J~L..r_;_;_~_N--~-~-D_,. DATE INITIAL ClTY APPROVAi. 93.309