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HomeMy WebLinkAboutDWG 464-1L; SDP 88-09B; BOB BAKER CHRYSLER JEEP; 01-08REQUIREMENTS: SLOPES 6: 1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: STANDARD #1 COVER CROPIR£fNFORCING STRAW MAWNG· COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, COVER, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RA TE AND MANNER sumcrENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. REINFORCING STRAW MATTING SHALL BE AS APPROVED BY THE CITY AND STAKED TO SLOPE AS RECOMMENDED BY THE MANUFACTURER. REINFORCING STRAW MATTING SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. THE COVER CROP AND/OR REINFORCING STRAW MATTING SHALL BE USED THE REMAINDER OF THE YEAR. A. STANDARD 12 -GROUND COVER ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTER/ST/CS (PLANTED FROM MINIMUM SIZE OF FLA TTEO MATERIAL ANO SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). 8. STANDARD 13 LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-3/4 INCH LINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). C. STANDARD 14 TREES AND/OR lARGf SHRUBS TREES ANO/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINER) AT A MINIMUM RATE OF ONE(1) PLANT PER TWO HUNDRED (200) SQUARE FEET. SLOPES -6: 1 OR STEEPER AND: A. 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD # 1. 8. 3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1, 2, AND 3. C. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, #3 and #4. AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD #1 (COVER CROP) WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: A. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. 8. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY C. IDENTIFIED BY THE CITY AS HfGHL Y VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. INSPECTION PROCfDURfS: INSPECTION OF THE PROJECT SHALLBE PERFORMED BY THE LANOSACPE ARCHITECT OF WORK, OR Hf$ DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCEOULE OF REQUIRED INSPECTIONS ANO REQUIREED SUBMfTTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDAPE ARCHITEC7 OF WORK WILLCERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "FINAL LANDSACPE CERTIFICATION FORM". A REQUEST FOR FINAL LANOCAPSE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. '. '-''1 PROJECT INFO PROPERTY OWNER: REKAB PROPERTIES CONTACT: CHRIS BAKER 591 CAMINO DE LA REINA, SUITE 100 SAN DIEGO, CA 92108 PHONE: 619.297.1001 FAX: 619.299.1049 "FINAL INSPECTION CERTIFCATION FORM" FAX TO 760-944-8943 LANDSCAPE INSPECTION REQUEST PHONE LINE: 760-602-4602 ALL /RR/GA TION BACKFLOW PREVENTER$ SHALL BE TESTED BY A CERT/FED TESTER AND RES UL TS MUST BE GIVEN TO THE CITY ANO CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SIRE AT FACILITY EXPANSION PROJECT ADDRESS: 5555 CAR COUNTY DRIVE CARLSBAD, CA PROJECT DESCRIPTION: THE PROPOSED PROJECT CONSISTS OF AN INTERIOR T.I. REMODEL OF THE EXISTING DEALERSHIP SHOWROOM PORTION. IT ALSO INCLUDES THE ADDITION OF 801 S.F. SERVICE WRITERS AREA, A NEW SERVICE DRIVE CANOPY AND A 498 S.F. STORAGE AND EQUIPMENT STRUCTURE. WWW. Cl. US/PDFDOC.HTML ?PID=340 AS-BUILTS: AS-BUILT PLANS FOR ALL PROJECTS (BONDED AND NO-BONDED, PUBLIC AND PRIVATE) ARE REQUIRED TO BE SUBMITTED. SUBMITTAL OF AS-BUILT PLANS SHALL BE AS REQUIRED BY THE ENGINEERING AND PLANNING DEPARTMENTS. THE FINAL PLANS SHOULD BE PREPARED BY THE LANDACPE ARCHITECT FROM DIMENSIONS PROVIDED BY THE CONTRACTOR. FINAL AS-BUILT PLANS SHALL BE DRAFTED CLEARLY TO THE SAT/FACTION OF THE CITY, ANO ORIGINAL MYLARS SHALL BE SUBMITTED TO THE CITY OF THIER KEEPING. THE FINAL IRRIGATION AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND FINAL MYLARS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO PLANNING SIGNING THE PERMIT CARD. LANDSCAPE CALCULATIONS FOR N£W PROJECT AREA ONLY: THE LANDSCAPE CALCULATION DO NOT APPLY TO THIS PROJECT AREA. ONLY ONE NEW CUTOMER PARKING SPACE IS PROVIDED AND _ TREES ARE BEING ADDED WITHIN THE NEW PROJECT AREA. AREA OF TOT AL SITE, AREA OF LIMIT OF UJORK FOR Ti-<15 CONSTRUCTION Ci-<ANC.E ! AFFROX.!, LANDSCAPE AREA WITl-<IN CONSTRUCTION CHANC.E LIMIT, 184,412 5.F. 11,885> 5.F. 1,326 5.F. (11%) REVIEWED: f HEREBY DECLARE THAT I AM THE LICENCED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUS/NIESS AND PROFESSIONS CODE, AND THE THE DESIGN IS CONS/STANT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF/ACTIONS BY THE CITY OF CARLSBAD 9AND THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH) IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILIT1£S FOR PROJECT DESIGN. ENGINEERINt PLAN CHECKER ~r l~/o-_ DATE: PROJECT NUMBERS: SOP 88-09(8) & CDP 08-03 SHEET INDEX SITE MAP ~ NO SCALE NOTE, NO RECYCLED WATER 15 AVAILABLE TO THE SITE AT THIS TIME. FER CARLSBAD MUNICIPAL WATER DISTRICT, THE IRRIGATION FOR THIS PROJECT 15 NOT REQUIRED TO BE INST AL LED U51NC. FURFLE COMPONENTS ASSOCIATED WITH A FUTURE RECYCLED WATER IRRIGATION 5Y6TEM. TITLE SHEET IRRIGATION PLAN IRRIGATION DETAILS IRRIGATION SPECIFICATIONS PLANTING PLAN LANDSCAPE DETAILS LANDSCAPE SPECIFICATIONS LANDSCAPE SPECIFICATIONS L-1 L-2 L-3 L-4 L-5 L-6 L-7 L-8 LEGAL DESCRIPTION: LOT 10, MAP12242 PROJECT ARCHITECT: MARCATECTS 240 N. MARKET PL. ESCONDIDO, CA 92029 (760) 743 4109 (760) 743 4106 FAX EMAIL: marca@marcatects.biz STRUCTURAL ENGINEER: GNR ENGINEERING INC. 6130 INNOVATION WAY CARLSBAD, CA 92009 PHONE: 760.930.100 FAX: 760.930.0250 MECHANICAL ENGINEER: VICINITY PLAN FASHANDI AND ASSOCIATES, INC. 9320 CHESAPEAKE DR. STE 102 SAN DIEGO, CA 92123 T: 858.277.0505 JAMES P. BENEDETTI LANDSCAPE ARCHITECT 4403 MANCHESTER AVE. SUITE 201 ENCINITAS, CA 92024 760/479-0644 FAX 760/479-0645 PALOMAR AIRPORT F: 858.277.0909 ELECTRICAL ENGINEER: NUTTER ELECTRICAL DESIGN (NED INC) 814 MORENA BLVD, SUITE 307 SAN DIEGO, CA. 92110 P 619 278 0076 X2# F 619 278 0078 CIVIL ENGINEER: RICK ENGINEERING 5620 FRIARS RD. SAN DIEGO, CA 92110 (619) 291 0707 (619) 291 4165 FAX TITLE SHEET F□R, APPROVED FDR PLANTING AND J RRIGA TI □N □NL Y. INCLUDING PRECISE L □CA-I □N OF PLANTING AREA~. "AS-BUILT " P.E. __ _ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE ~ CITY OF CARLSBAD I SHSEETS !:!_. -+------+---+---+ l2___j PLANNING DEPARTMENT 1------1--+----------------l-----+---+---+------1 ~==--'============='-'=== BOB BAKER CHRYSLER JEEP 5555 CAR COUNTRY DR. CARLSBAD,CA I c==~====================" I APPROVED (1 ( IL --+------+---------~~ -+------+----+-------i ff)( , C::r✓ t.ll~"1l ---~ -+-----+---+---+ PLANNING ' DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION D/ -E INITIAL DATE INITIAL ,_ -~--+---+------l i OTHER APPROVAL CITY APPROVAL OWN BY: PROJECT NO. DRAWING NO: CHKD BY: SDP-88-09B 464-1 L RVWD BY: C.M.W.D. ..r c-..c ~ ' • -r a • ~ ~ --------ldl--------- '·~,~--,,~~l I I . , I' . ' ' ' : I : I • I u WATER METER f I H.G.L. XX SIZE: 1• ElEI/ATION ,. ' .433 •1.3 PSI REMOTE CONlROI... VM..V£ # A-14 MAXlt.iUM DEliiAND 20.5 GPM ELEVATION N/< PSI LOSSES WATER ME1ER 2.2 BACKFLOW PRE'.£NTER 11.0 STRAINER 2.0 GATE VALIJE 1.5 CONlROL VALVE 1.5 1-1 /2• t.tAINLINE 0.5 1-1/4.t.iAINLINE 8.0 1-1/4.LATERAL UfE 1.2 ,. LATERAL LINE , .. ,;.-LATERAL LINE 3.0 101 FITTING LOSS J.6 PRESSURE REQUIRED O HEAD 25.0 TOTM. SYSTEM LOSSES 60.9 STATlC PRESSURE AVAILABLE 70,0 RESIDUAL WATER PRESSURE+/-9,1 MINIWUM PRESSURE REQUIRED O POC • 65.0 PSI '=--•""· . ---~ -·--···-----·-·-·-----------------·-----------· --.. BUILDING #4 EXISTING MiTSUB!SHl SERV:CEARH 10 SER.VICE STALLS (NO CHANGE) EXISTING 12" WATER ~ISTING 212 S.K, I cMPLOYEE DINING1.""-· AREA ftl •----Ptl LIMIT OF WbRK " -.,.. lllllltll ENLARGEMENT OF DRIP EASTERN PATIO AREA te 10/28/0 OF CAL\\'.° -PRO ~~y: l1 - \\ i "-- 151.5 0 LL 0 I- ~ SCALE, I" = 50'-0" _____ ; 15 30 60 JAMES P. BENEDETTI LANDSCAPE ARCHITECT 4403 MANCHESTER AVE. SUITE 201 ENCINITAS, CA 92024 760/479-0644 FAX 760/479-0645 fl · l--l 1-174,,-]· t-.l.+-1-------+--p s -··········--------r ---·-s 2 ·p V IRRIG,\llON IIGE!ll SYMBOL 1 /4 112 w 'v IRRIGATION NC1TES: 1. CONTRAC roR SHALL VERIFY STATIC WATER PRESSURE AT POINT OF 2. 3. 4. 5. 6. 7. 8. CONNECT ON F RIOR TO INSTALLING IRRIGATION SYSTEM. SHOULD STATIC WATER F ~ESSURE BE LESS THAN 65 PSI, CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR INSTRUCTIONS PRIOR TO PRECEDING WITH INSTALLPTION. CON fRACTOR SHALL VERIFY LOCATIONS OF AUTOMATIC CONTROLLERS EXISTING MAINS, LATERALS, SLEEVES AND CONTROL WIRING STUBOUTS PRIOR TC CONSTRUCTION. MAINLINE AND EQUIPMENT ARE SHOWN DIAGRAMMATICALLY. CONTRACTOR SHALL SAVE EXISTING IRRIGATION LATERAL LINES WHERE APPROPRIATE, AND SHALL PRESSURE TEST THESE LINES PER THE SPECIFICATIONS. REMOTE CONTROL VALVES SHALL BE LOCATED IN NON TURF AREAS UNLESS NOTED OTHERWISE . VALVE (ALL CONTROL '_ER OUT: CONTROLLER STATION NUMBER VALVE SIZE -~ \_ VALVE DISCHARGE PROTECT ALL IRRIGATION LOCATED WITHIN THE PROJECT'S LANDSCAPE WORK AREA. CONTRACTOR SHALL REPAIR AND OR MODIFY ANY DAMAGEC TO EXISTING FACILITIES TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT. PROVIDE SLEEVING WHERE NEEDED. NO 90° TEES OR ELLS ALLOHED UNDER HARDSCAPE ELEMENTS. CHECK SHALL BE INSTALLED TO PREVENT LOH HEAD DRAINAGE. IRRIGATION PIPE SIZING CHART LATERAL PIPE (PVC. SCH. 40 IPS PIPE) PIPE SIZE GPM_ . 314" 0-8 1" 8-12 1 114" 12-22 1 112" 22-30 2" 30-50 2 112" 50-70 3" 70-11C MAINLINE PIPE PIPE SIZE 314" (SCH. 40 IPS PLASTIC PIPE) 1" (SCH. 40 IPS PLASTIC PIPE) 1 114" (SCH. 40 IPS PLASTIC PIPE) 1 112" (SCH. 40 IPS PLASTIC PIPE) 2" (PVC CLASS 315 IPS PLASTIC PIPE) 2 112" (PVC CLASS 315 IPS PLASTIC PIPE) 3" (PVC CLASS 315 IPS PLASTIC PIPE) GPM 0-8 8-12 12-22 22-30 30-55 55-70 70-100 SEE SHEET L-5 FOR IRRIGATION SPECIFCATIONS F DtSY<rlUI MNIEACllJREllhmJ Ml PSI )/4 112 F QETAI POP-UP HUNTER/ INST-12-CV-120,H,F SERIES NOZZLE 12' 30 0.63 1.26 2.52 K/SHT. 3 'V <!) V Ill X POP-UP HUNTER / INST-12-CV-150.H.F SERIES NOZZLE 15• 30 0.93 1.86 3.72 1 POP-UP HUNTER/ INST-06-CV-W/4 Q,H SERIES NOZZLE 2' 30 0.22 0.44 ORIPPER UNE 12" SPACING NETAFIM / TLCV4-1210 NA 7 -70 0.90 l&J/SHT.3 SYMBOL [Ml @lfitg) liiiii,;;:J [Eal ~ ·''!!\ I§,./ ■ 0 ::~) DESCRIPTION MANUFACTURER/MODEL 2" POTABLE WATER METER EXISTING BACKFLOW PREVENTOR EXISTING PROTECT IN PLACE AUlOMATIC CONTROLLER HUNTER/ ACC-1800 RAIN SHUT OFF DE\1CE WCS / "RAIN GUARD" #RG REMOTE CONTROL VAL v£ HUNTER / ICV-R SERIES EX. REMOTE CONTROL VALVc DRIP REMOTE CONTROL VALVE HUNTER / ICV SERIES DRIP PRESSURE REGULATOR SENNENGER/ WADE RAIN/ PMR-LE DRIP SCREEN FILTER NETIFIM / DF150-120 DRIP LATERAL END FLUSH QUICK COUPLER VALVE EX. QUICK COUPLER VALVE BALL VALVE EX. GATE VALVE VALl>l: BOX NETIFIM / TLFV HUNTER / HQ-33DLRC KING BROG. B. T.U. REMARKS VERIFY LOCA mN ANll SIZE PR011DE CURRENT BACKFLOW CERTIFICA mN VERIFY LOCATION 111TH OWNER INSTALL PER MANUF. RECOMMENDATIONS SIZE AS SHOWN SIZE AS SHOWN INSTALL PER DETAIL INSTALL PER DETAIL INSTALL PER DETAIL 3/4" SIZE INLINE SIZE\ BLOCKED TRUE UNION SEE SPEC. DETAIL E/SHT. 3 D/SHT. 3 B/SHT. 3 B/SHT. 3 8/SHT. 3 H/SHT. 3 F /SHT. 3 A/SHT. 3 CONTROL \\1RE -14 GAUGE -----MAINLINE (PVC PIPE) ---= -EX. MAINLINE (PVC PIPE) CARSON 1320 B-13 OR EQUAL DIRECT BURIAL (COLOR CODED \\1RE) SCH. 40 PVC & CLASS 315 SEE SPEC. H/SHT. 3 r;E kPVJ_ = SCH 40; r -2 112· + = CLASS 315 C/SHT. 3 FIELD VERIFY LOCATION ----LATERAL LINE (PVC PIPE) SCH 40 PVC SEE SPEcs· = = = ::-::: SLEEVE (PVC PIPE) SCH. 80 PVC SLEEVE @ STREETS SCH. 40 PVC SLEEVE @ ELSEWHERE 2 X OUTSIDE DIA. OF PIPE TO BE SLEEl>l:D NOTE, NO RECYCLED WATER 15 AVAILA6LE TO THE SITE AT THIS TIME. PER CARLs:6AD MUNICIPAL WATER DISTRICT. THE IRRIGATION FOIS"! THIS PROJECT 15 NOT REQUIRED TO 6E IN57 ALLED USING PURPLE COMPONENTS ASSOCIATED Wl~H A FUTURE RECYCLED WATER IRRIGATION SYSTEM. APPROVED FDR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE LOCATION □F PLANTING AREA~. IRRIGATI□N PLAN F □R, "AS-BUILT P.E. __ _ EXP. ___ _ REVIEWED BY, INSPECTOR C/SHT. 3 C/SHT. 3 " DATE DATE I SH2EET I CITY OF CARLSBAD I SH8EETS i l---t---+----------------t---1--+--+---I PLANNING DEPARTMENT !-----+-----,------------------+---+---1-----1------i 1---~~+-c=---,----------------------j-----,---+---+---1 DATE INITIAL INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OHIER APPROVAL CITY APPROVAL BOB BAKER CHRYSLER JEEP 5555 CAR COUNTRY DR. CARLSBAD, CA APPROVED 1M -I, r-_. IL I v...-.,{'. q -«::\. _,,; u_ PLANNING OWN gy ---PROJECT NO. Cl-!KD RY: __ _ RVWD BY SDP-88-09B r' IA W I) DRAWING NO. 464-1 L 18 0 t f ·1 I!" ·1 I I~ ill ill _I ~II I" ·111·,, I ill ill 3 ITT---11 .\ ® ♦ A BALL VAL VE ----------{8 4 f-----------' ®r-----_J CD FINISH GRACE (FLUSH IN TURF 1" IN GROUNDCOVER) "a' CONTROL VALVE 0 REMOTE CONTROL VALVE '<'.:J (SEE SPECS) 0 SNCIH .. L80(TYtC @) FEMALE ADAP. IPP E .) © 2 9 SCH. 40 PVC @ (¥tt ~C~~ESSURE PIPE 0 SCH. 80 UNION @ SOLENOID @ 1 CU. FT. PEA GRAVEL '8) PVC PRESSURE PIPE (D ® 0 0 ® ® 0 ~ BALL VALVE PVC SCH 80 UNION SHORT PVC SCH. 80 NIPPLE (LENGTH AS REQ'D) BRICK OR CONG. SUPPORTS ON COMPACTED SUBGRADE 1 CU. FT. (MIN.) PEA GRAVEL SUMP FINISH GRADE IN TURF 1" IN G.C. VALVE BOX (PURPLE LID) COMPACTED SUBGRADE PVC SCH 40 FEMALE ADAPTER (1YP.) @ VALVE 1.D. TAG CDf-----------~i ~--------------------;_e CD 1" IN GROUNDCOVER) ® REMOTE CONTROL VALVE , , ·111·, ·111; Ill llt I ' ' ' 19 0 o.~o·P• ••""o8o oQ• •cP•Q • •O ~• o O ao oe •0190~ p Oeoa"~~•Qa •O 00•o O.""• 0 • 0 O e 0 •0 • o eoatI) o Q a a Oo 7 t B DRIP REMOTE CONTROL ASSEMBLY /'-----,C--/-~'------{ 8 f4-----7"---r------r'---;,'-----i_2 TURF LEVEL GROUND COVER LETTER 7 __J PVC SCHEDULE 80 QUICK COUPLING VALVE 2 0 (SEE SPECS) 0 PVC FEMALE ADAPTER 0 SCH. 80 UNION ® 1 CU. FT. PEA GRA\LEL ® IRRIGATION WATER MAINLINE 0 4X6" BRICK SUPPORT BLOCKING ® PLASTIC VALVE BOX (12" LID) HEAT BRAND "RCV" ONTO LID ® CONTROL WIRES; BUNDLE AND TAPE (W/ 4' MIN. EXTRA W!RE) 0 CONTROL VALVE 0 PVC MALE ADAPTER @ PVC MAINLINE 0 SOLENOID 0 TECHLINE DISC FILTER @ PVC SCH 40 TEE (SSS) OR ELL (SS) ON MAINLINE 0 @ UNDISTURBED/COMPACTED SUBGRADE @ UNDISTURBED/COMPACTED SUBGRADE ® ® PVC SCH 40 MALE ADAPTER @ PVC LATERAL TO SPRINKLERS @) PVC LATERAL FROM RCV EDGE OF WALK, FACE OF CURB, FENCE OR MOW BAND -----,.ic---<:TAINLESS STEEL CLAMP 11..-----PEA GRAVEL,6" L_ ___________ -----19 ~~;~~ (LENGTH AS f½¼½'.1/ff/2;:J . •~~~JL.,,.,;D;;EPTH I~ ~~;,:i? CD AUTOMATIC IRRIGATION CONTROLLER 0 PLASTIC ELECTRICAL CONDUIT @) ELEC. CONDUIT COUPLING @ PROVIDE 3/ 4" NOM. DIA. PLASTIC ELECTRICAL CONDUIT FOR 120\/ POWER ® CONTROL WIRES (BUNDLE COMMON BRICK PVC SCHEDULE 40 STREET ELL /"--i,----------\-__L---i==1---:------- PVC SCHEDULE _______.,, "-.__ PVC PIPELINE 0 C 8 ® ~-FINISH GRADE MAINLINE [PRESSURE LINES): --'-,jO--..,...,....,...,..-,-,-,_,.-,-,...,,...,.,------+-A. LESS THAN 3" IN DIAMETER -18" COVER SEE B. 3" TO 5-1/2" IN DIAMETER -24" COVER DEPTH SEE C. 6" OR GREATER IN DIAMETER -36" COVER NOTES DEPTH D. SLEEVES UNDER PA~NG (NON-ROADS) SAME AS A. ABOVE NOTES, " 6" MIN. NOTES SLEEVES UNDER ROADS: 6' OR LESS IN DIAMETER -36" COVER GREATER THAN 6" IN DIAMETER -48" COVER SCHEDULE 80 PVC PR[SSUR[ MAINLJII[ PVC PIPE (PVC CL 315 1· OR lAAGER) SLEEVES UNDER PA~NG (NON-ROADS): {SCH. 40 PVC 1 1/2" OR SMALLER) LESS D1AN 3" IN DIAMETER -18" COVER '---COlffi<OL WIR£S 3" -5-1/2"' IN DIAMETER -24" COVER BUIIJLE UNDER ~~NLINE 6" OR GREATER IN DIAMETER -36" COVER SCHEDULE 40 PVC '---------!ATER LINE (NON PRESSUR[ PVC PIPE) (PVC SCH.40) 12' MINIMUM OEPTll OF COVER i. PROVIDE 2" OF CLEAN BACl<FILL UNDEr< ALL PIPING 2. NO OTHER TRADES (ELECTRICAL, LIGHTl'"G) ALLOWED IN SAME TRENCH AS IRRIGATION PIPE. 3. PROVIDE PVC SLEEVES FPR ALL WIRING AND PIPING UNDER PAVING. 4. NO STAKING (VERTICALLY) OF PIPES I~ SAME TRENCH. TRENCHING 2 STEP: 1 . 2. /STRIP WIRES APPROX. 5/8" FROM END. 'TWIST CONNECTOR UNTIL WIRE END REACHES BOTTOM. ~ 3. E] /MIX CONTENTS OF SEALING PACK, CUT 1/2" OFF ( END OF PACK AND INSERT CONNECTOR TO OPPOSITE END. I '-----I 3 4. ® IRRIGATION WATER MAINLINE @ ttE (~~~ i~ L\1N[rJl) OR 0 0 BRICK SUPPORTS @ UNDISTURBED/COMPACTED @ AND TAPE) CONCRETE FOOTING OR SLAB @) CONNECT TO CONTROLLER 40 90 ELL (SXT)__J __ #4 REBAR, 24" OR TEE (SXSXT) LONG G) NOZZLE IN POP-UP C"\ POP-UP BODY \V TOP (SEE LEGEND) POSITION r,"'\ 2" MIN. FROM FIXED '-!:.J IMPROVEMENTS (CURBS, WALKS, ETC.) -s-----WRAP OPEN END OF SEALING PACK WITH TAPE, ALLOW TO SET UNTIL RESIN JELLS. @ PLASTIC VALVE BOX SUBGRADE ( 12" LID) @ WIRES BUNDLED UNDER HEAT BRAND "RC\/" ONTO LID MAINLINE TYP. ® CONTROL WIRES; BUNDLE AND_ @ VALVE 1.D. TAG TAPE (W/ 4' MIN. EXTRA WIRE) @ REMOTE CONTROL VAL VE - 0 0--i 12' TYPICAL SPACING 12' TYP SPACING 5 "\--------< CD SUB-SURFACE, PRESSURE COMPENSATING TUBING ® EMMISION POINT 0 PVC PIPING & FITTINGS 0 START CONNECTION (SEE DETAIL) ® LINE FLUSHING VALVE (TORO / FCH-H-FIPT) IN SUMP SOX OFF OF P,C FOOTER (SEE DETAIL) ® SOURCE (TO S[ADER) 0 EMISSION POINT SPACING, (12") (i) IN-LINE EMITTER SPACING PER LEGEND ® LINE AIR RELEASE VALVE TORO / YD-500-34. LOCATE AT THE SYSTEMS HIGHEST ELEVATION NOTE, DRIP TUBING / LATERAL SHALL SE LOCATED A MAXIMUM OF 2" -4" FROM THE EDGE OF THE HARDSCAPE. NOTE, DRIP TUBING / LATERAL SHALL SE LOCATED AT A DEPTH OF 6" BELOW FINSIH GRADE. CD TECHLINE/SUB-SURFACE PLASTIC ELECTRICAL CONDUIT , ) HOUSING PER MFGR. 90 DEG. SWEEP (SIZE AS REQ D SPECS. @ WALL @ RAIN SHUT -OFF DEVICE (i) 3/4" EXTERIOR GRADE PLYWOOD MONT IN AREA OPEN TO MOUNTING PLATE S~CURED TO SKY WALL W / 6 -1 / 4 DIA. ANCHOR BOLTS bR EQ. (PAINT AND SEAL EDGES) PVC SCHEDULE 40 STREET ELL PVC SCHEDULE 80 NIPPLE, 6" LONG C"\ PVC LATERAL LINE \.V (SEE SPECS) G) SEE SPECS r.\ PVC SCH 40 TEE (SST) OR \.'.'.J ELL (':iT) C\ AT FINISH GRADE IN TURF C"\ SWING JOINT ASSEMBLY \V TURF. 1" IN SHRUB AREAS \2..J (1 SCH 80 NIPPLE AND 3 SCH 40 STREET ELLS) G) SEE LEGEND ~®;;;-.,E ::'.l__..:_C-=-O:....:.N ...:....:T R~O:..:L:..:L:..:E~R-:_____.::.E::.:_N:...:C.::.L.::.O.::...S.::...U::.:_R =-E ____ _____p®=F:'.'.l___Q_U_I_C_K_C_O_U_P_L _E R ___________ -t-@:::,,,G<C...L__P_O_P_U_P_S_P_R_A_Y_H_E_A_D ______ __,_ ® w IRE CONNECTOR 7 ]--------~ 21----------------, ®--·----------< s---------~,>==',---------;_4 6>--------~ ([) TECHLINE EMITTER TUBING ® TECHLINE TUBING ELBOW 0 POLYETHYLENE TUBING 0 TECf,LINE 3/4" MALE ADAPTER ® PVC TEE (SxSxT) ® PVC LATERAL HEADER OR FOOTER (i) FINISH GRADE START CONNECTION ®1-----.I • CI) DRIP LATERAL END FLUSH VALVE ® ROUND PIT VALVE BOX 0\ 1 CU. FT. MIN. PEA \::._} GRAVEL SUMP 0 8RICK SJ.JPPORTS NOTE, II ® PVC NON-PRESSURE LATERAL ® 1" ABOVE FINISH GRADE COMPACT SOIL AROUND VALVE BOX TD SAME DENSITY AS UNDISTURBED ADJACENT SOIL. VALVE BOXES SHALL BE GROUPED TOGETHER ~HERE POSSIBLE VALVE BOX SHALL BE 12' MINIMUM FROM ALL PAVED AREAS, IJALKS, OR BUILDINGS. DRIP LATERAL END FLUSH APPROVED FDR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE LOCATION OF PLANTING AREAS. IRRIGA TI□N DETAILS FOR, "AS-BUILT " PE __ _ EXP ___ _ ~E\/IEWED BY: !~SPECTOR OATE DATE !----+---+----------~--··---+----+--~--+--~ I 53ET i CIT1LA£1~G £t~¼~TBAD I SHSETS I +----+----+----------~--··-------+--+---f----+-----1 :===;='='==;::=;::::;:=;;;~~~~~;:::;;=.:::.::=;:~~==~ BOB BAKER CHRYSLER JEEP I 5555 CAR COUNTRY DR. I .-------------....l...----t-------+----t-------------+--~-+---+------,L__ CARLSBAD,CA JAMES P. BENEDETTI LANDSCAPE ARCHITECT 4403 MANCHESTER AVE. SUITE 201 ENCINITAS, CA 92024 760/479-0644 eAX 760/479-0645 ----1----~-+---------------~---+----+---+---JI I APPROVED h--J:..( C::r ~ E:l\..,.,_;ft-U---- PLANNING 'f-c~~ 11 ----e----+--+----+~----j :=::=====:;-;:::========;-;:===== l -----· ---I-----1----+----+~--l OWN Gv:§ PR00 l[CT NQ, DR/\.WING fJC j I DATE INITIAL ' C/•IE INITIAL DATE INITIAL CHKD ElY:____ SDP-88-09B 64 1L .. ENGINEER OF WORK I REVISION DESCRIPTION i CT, R APPROVAL CITY APPROVAL RVWD GV: 4 -, I -----------...L.--------------------------'-----....!·----------------'"'--r-11 w n IR"IGA TION 02810-1 C SECTION C2810 IRRIGATION PART 1 -GENERAL 1.01 GENER.AL CONDITIONS: A. THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1 1.D2 A. A~E AN ADDED PART OF TH S SECTION AND THE CONTRACT FOR THIS WORK A~D APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN SCCPl: THE WCRK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICJ>TED ON THE OR.AWINGS ANJ AS SPECIFIED. THE GENERAL CONDITIONS A~D DIVISION 1 AP~L Y TO THIS SECTION AS FULL v AS IF REPE.A TED HEREIN. 1. R~LA.TED WORK: (A) LANDSCAPING SECTION ( 02900 ) 1.03 Sl.JBMIFALS: A.. SJBMIT A LIST OF ALL IRRIGATION EQUIPMENT TO BE USED, GUARANTEES M.ANUF.ACTURERES BROCHURES, MAINTENANC[ MANUALS, AND OPERATING INSTRUCTIONS. 1.04 GLARANTEE: A. FURNISH GUARA\/TEE IN ACCORDANCE WITH THE GENERAL CONDITIONS, FOR .A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAc ACCi:PTANCE -AT THE CCNCLUSION OF THE MAINTENANCE PERIOD - 0~ COMPcETE WATER IRRIGA TIO~ SYSTEM, INCLUDING NON SETTLING OF THE BACKFILL IN TRENCHES WH CH, IF OCCURS, SHALL B~ CORRECTED, INCLUDING REPAIRS AND/OR REPLACEMENT OF ANY MATERIAL DAMAGED THERE3Y OR THEREFROM. B. C. D. E. F. G. H. I. J. K. EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING IN THE AREA DUE TO EXISrNG UTILITIES CONTRACTOR SHALL BE RESPONSIBLE FOR DAf/AGES CAUSED BY HIS OPERATIONS. CONNECTIONS SHALL BE MADE AT .APPROXIMATELY THE LOCATIONS SHOWN ON THE DRAWINGS CONTRACTOR SHALL BE RESPONSIBLE FOR MINOR CHANGES CAUSED BY ACTUAc SITE CONDITIONS. LANDSCAPE HEADERS AND MOWING STRIPS Sf-lALL BE IN PLACE BEFORE INSTALLATION OF SPRINKLER SYSTEM. SCALED DIMENSIONS .ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALc CAREFULLY CHECK MID VERIFY ALL Dlf.'ENSIONS. PLAN LOCATIONS OF H[ADS, VALVES, CONTROLLER AND PIP~ LINES ARE DIAGRAMMATIC ANf) INCICATE THE SPA:ING ANO RELATIVE LOC.A.TIONS OF ALL INSTALLATIONS. ALL LINES SHALL HAVE A MINIMUM CLEARANCE Or SIX (6) INCHES FROM EACH OTHER, AND FROM LINES OF OTHER TRADES. PARALLEL LINES Sf-lALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER. DIELECTRIC BUSHINGS SHALL BE USEO IN ANY CONNECTIONS WITH PIPING OF DISSIMILAR METAL MATERIALS. POINT OF CONNECTION SHALL BE .APPROXIMATELY AS SHOWN ON DRAWl"IGS. CONNECT NEW UNDERGROUND PIPING ANC VALVES AND PROVIDE ALL FLANGES, AO.APTERS OR OTHER NECESSA"!Y FITTINGS FOR CONNECTION. PERMISSION TO SHUT OFF ANY EXISTING l~-USE WATER LINES MUST BE OBTAINED 48 HOURS IN ADV.ANGE, IN WRITING FROM THE OWNER. THE CONTRACTOR SHALL RECEIVE INSTRUCTIONS FROM THE OWNER, AS TO THE EXACT LENGTH OF TIME OF EACH SHUT-OFF CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE COND TIONS. 1.05 OBSERVATON: A IN ALL CASES WHERE OBSERVATION OF THE SPRINKLER SYSTEM WORK PART 2 -PRODUCTS 2.01 MATERIALS: B. 1.06 IS REQUIRED AND/OR WHERE PORTIONS oc THE WORK ARE SPECIFIED TO BE PERFORMED UNDER THE UIRECTION AND/JR O'lSERVATION OF "~E ARCHITECT A.ND CITY REPRESENTATIVE, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AT LEAST THREE (3) WORKING DAYS IN ADVANCE OF THE TIME SUCH INSPECTION AND/OR DIRECTION IS REQUIRED. OGSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WOR": 1. UPON INSTALLATION .AND TESTING OF MAIN LINES AND LATERAL 2 3 4. INES: WHEN PIPES ARE LAID AND ARE TO BE SUBMITTED TO ~RESSU'<E TESTS DO NOT COVER ANY LINES UNTIL THEY f,AVE BEU! OBSERVED AND APPROVED. UPON INSTALLATION ,ANC TESTING OF VALVES, QUICK COUPLERS, BACKFLDW PR~VENTER DEVICE, AUTOMATIC CON"ROLLERS, AND CONTROL VALVES AND WIRES. WHEN THE SPRIN~LER SYSTEM IS COMPLETED, THE CONTRACTOR, IN H-E PRESENCE OF THE ARCHITECT, SHALL PERFORM A COVERAGE TEST TO DETE"MINE IF Tf'E COVERAGE OF WATER AFFORD'::D THE LA.WN AND PLANTING AREAS IS COMPLETC: AND ADEQUATE THE CONTRACTOR SHALL FURN SH ALL MATERIALS AND PERFCRM A.LL WORK REClUIRED TO CORRECT ANY INADEQUACIES TO COVER. FINA.L OBSERVATION AND PERFORMANCE TEST ScALL BE AT THE SAME TIME AS THE FINAL OBSERV.ATION OF THE LANDSCAPE WORK. TESTING A. B. ALI_ PVC MAIN SHALL BE SUBJECTFD TO ,A cRESSURE TEST OF 125 PSI FOR A PERIOD OF FOUR HOURS. ALL TESTli'-G SHA_L BE IN THE PRESENCE OF THE ARCHITECT ANO CITY REPREPRESENTATiVE. APPROVAL SHALL i3E RECEIVED BEFORE BA.CKFILLING A'"Y TRENU-1. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEi, OBSERVED AND APPROVED. 1 07 RECORD DRAWINGS: A BEFORE FINA.L .A:CEPTANCE OF WORK, THE CO~TRACTOR SHALL PROVIDE A RECORD SET OF JRAWINGS SHOWING THE SPRINKLER SYSTEM WORK. PROVIDE AS BUil TS FOR PRESSURE TEST 0° MAINLINE. I. 2 3. 4. ANY CHANGES IN LOCATION OF ITEMS OR TYPE OF INSTALLATIONS FROM THAT SHOW~ ON DRAWINGS SHALL BE SO l~DICATED ON THE RECORD DR.A WINGS. VALVES SHALL BE NUMBERED AND CORRESPONDING NUMBERS SHALL BE SHOWt, ON THE RECORD DRAWINGS ALL RE~OTE CONTROL VALVES, SHUT-OFF VALVES, OUICK COUPLER VAI_VES SHALL BE LOCATED BY MEASURE DIMEfJSiONS DIMENSIONS SHALL BE GIVEN TO PERMANENT OBJECTS AND SH.A.LL BE TO Tf"E ~EAREST ONE-HAL= FOOT. ot, THE INSIDE SURFACE OF THE COVER OF EACH AUTOM.AT18 COWROLLER, P~cPARE AND MOUNT A CHART SHOWING THE VALVES AND SPRINKLER C. PIPING: PIPE SIZES SHOWN ARC: NOMINAL INSIDE DI.AMETER UNLESS OTHERWISE NOTED. 1 . 2. POLYVINYL CHLORIDE PIPE: (A) PVC PLASTIC PRESSURE LINES: FOR PIPING UPSTREAM (B) OF REMOTE CONTRO~ VALVES AND JUIC~ COUPLERS. ALL THREE (3) INCHES AND SMA.LLER S~ALL BE TYPE I, G'<ADE 2, (IMPACT MODIFIED}, DESIGNED AS PVC 1220, SCH. 40, BEARING THE SEAL OF THE NATIONAL SANITATION FOUNDATION. PLASTIC NON-PRESSURE LINES: FOR PIP NG COWt--STREAM OF REMOTE CQ'jTROL VALVES, TYPE 1, GRADE 2, (IMPACT MODIF!ED), .AS DESIGNATED AS PVC 1220, CLASS 200, (SDR21 ), CONFORMING TO COMMERCIAL STANDARDS CS256- 63. (C) !DENTIFICATICN: FURNISH PLASTIC PIPE CONTINUOLSLY AND PERMANENTLY MARKED WITH FOLLOWING INFORMATION: MANUFACTURER'S NAME OR TRADE MARK, SIZE, CLASS .AND TYPE OF PIPE, WORKING PRESSURE AT 73.4 DEGREES F, AND NATIONAL SANITATION FOUNDATION (NSF) RATING. BRASS PIPE SHALL BE IPS STANDARD WEIGHT 125 POUNDS, 65% RED BRASS. FITTINGS AND CONNECTIONS: 1. POLYVINYL CHLORIDE PIPE FITTINGS AND cmmEC~IONS: TYCE I•, GRACE 1, SCHEDULE 40, HIGH IMPACT MOLDED FITTINGS, MANUFACTURED FROM VIRGl'i COMPOU'IOS AS SPECIFIED FOR PIPING, TAPERED SOCKET OR \10LDED THREAD TYPE, SUITABLE FOR EITHER SOLVENT WELD OR SCREWEU CONNECTIONS. MACHINE THREADED FITTINGS AND FLAST C SADDLE AND FLANGE FITTINGS ARE NOT ACCEPTA3LE. FURN·SH FITTINGS PERMAN EN TL Y MARKEC WITH FOLLOWING INFOR!v A.TION: NOMINAL PIPE SIZE, TYPE AND SCHEDULE OF MATEqlAL, AND NATIONAL SANITATION FOUNDATON (NSF) SEAL OF APPROVAL. PVC FITTING SHALL CONFORM TO ASTM 02464 ANO 1)2466. 2. BRASS PIPE FITTNGS A.ND CONNECTIONS: STMJOARD 125 POUND CLASS 85% RED BRASS FITTINGS AND CONNECTIONS. AUTOMATIC CONTROL WIRE: 1. ELECTRIC WIRING RUNNl'IG FROM CONTRO_LER TO -HE AUTOMATIC CONTROL VALVES SHALL BE NO. 14, SOLID, SINGLE CONDUCTOR, COPPER WIRE, 4/64 INCH INSULATION, 4/64 INCH NEOPRENE JACKET, STYLE BR (DIRECT 9URIAL) OR EQUAL, COLOR CODE WIRES TO EACH VALVE, COMMON WIRE Si-'ALL BE WHITE. NO SPLICING SHALL OCCUR BETWEEN CONTROLLER AND VALVES. AUTOMATIC COI\TROLLER: 1. CONTROLLER SrlALL BE FURNISHED AND INSTALLED COMPLETE WITH ALL WATER, ELECTRICAL A~O DRA NACE SERVICES, READY FOR OPERATION. UNIT SHALL BE ELECTRIC, SELF-CONTAINED OUTDOOR TYPE, WALL-MOUNTED, OR APPROVED EQUAL. SEE DETAIL FOR CONTROLLER ENCLOSURE. 2. UNIT SHALL 1-'AVE A MINIMUM OF STATIONS AS SHCWN ON THE IRRIGATION LEGEND. F. G. I J K. L. M VALVE BOX: 1 FOR REMOTE CONTROL VALVES 9-1/2" X 16" X 11" PLASTIC METER BOX. 2. FOR BALL AND QUICK COUPER VALVES: 8-3/A." DIAMETER X 12" PL AST C VAL VE BOX WITH EITHER BV OR QC BRANDED ON LID IN 2" HIGK LETERS. ANTI-DRA'N EXCESS FLOW VALVES: 1. ANTI-DRAIN EXCESS FLON VALVES SHALL BE MAINTENANCE FREE AND CONSTRUCTED OF HEAVY DUTY TYPE I PVC WITH STAINLfSS STEEL ANJ NEOPRENE INTERNAL PARTS. VALVES SHALL BE ADJUS-ABLE FROf,I 5 FEET TO 40 FEET OF HEAD AND SHALL PREVENT ALL LOW HEAD DRAINAGE QUICKLY AND POSITIVi_L Y AFTER RVC SHUT-OFF. VALVES SHALL HAVE A FEMALE IPS THREADED INLET AN) OUTLET AND BE OF THE SAME SIZE AS THE RISER Tf-E ANTI-DRAIN VALVES SHALL BE VALCON #ADV- X.S. OR APPROVED EQUAL. SPRINKLER HEADS APPROVEU EQUAL SHALL BE AS REQUIRED ON THE DRAWINGS OR CHECK VALVES SHALL BE OF BRASS OR BRONZE, VERTICAL SPRING-LOADED AND SWING CHECK SHALL BE INSTA.LLED TO PREVENT LOW HEAD DRAINAGE. BALL 1. VALVES: PRODUCT: 1" -2" SIZE (KING BROS. LO-TORQUE BALL VALVE MODELS LT. 1000-T THRU LT.200G-T) 2" -4" SIZE (KING BROS BLOCK "PUE UNION BALL VALVE MODELS VALENCIA, CALIFORNIA 91384 PHONE (8D0) 541-2672 OR (805) 257- 3262. CONCRETE FOOTINGS SHA.LL BE 2,000 PSI CONCRETE AT 28 CAYS. BACKFILL SHALL BE CLEAN FILL SOIL. CONTRACTOR SHALL PROVIDE TO THE OWNER: 1 . TWO (2) CONTROL VALVc KEYS. 2 TWO (2) WRENCHES FO'< REMOVING EACH DIFFERENT TYPE OF SPRINKLER HEAD 3. SIX (6) HOSE BIB ASSEMBLIES. 4. FIVE (5) KEYS FOR OPENING AND LOCKING EACH AUTOMATIC 5. CONTROLLER. ALL WARRENTY DOCUMENTS, ALL MANUALS AND AS-BUILTS AND CONTROLER CHARTS. PRESSLRE REGULA"OR SHALL BE BRONZE WITH SCREW FITTING. DETAILS AND DRAWING. SEE PART 3 -EXECUTION 3.01 GENERAL REOIJIREMENTS: A. B. C. LOCATIONS ON DRAWINGS ARE DIAGRAMMATIC AND APPROXIMATE ONLY, AND SHALL BE CHANGED AND ADJUSTED AS NECESSARY AS DIRECTED TO MEET EXISTING CONDITIONS AND OBTAIN COMPLETE WATER COVERAGE. LOC.~TE AND STAKE ALL WORK AND OBTAIN APPROVAL OF T~E ARCH'TECT BEFORE INSTALLATIONS. INSTALL AND cXTEND SYSTEM AS SHOWN ON THE DRAWINGS, AND AS NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS ANC SPECIFICATIONS. LOCATE LINES, RECEIVE THE VALVES AND OTHER UNDERGROUND UTILITIES AND APPROVAL OF THE ARCHITECT BEFORE DIGGING TRENCHES. 3.02 !NS"ALLATION OF IRRIGATION SYSTEM: 1-\ EXCAVATION AND BACKFILLING OF TRENCHES: 2. 3. 4. 5. 6. 7. EXCAVATE TRENCHES, PREPARE SUBGRADE, AND BACKFILL TO L1 NE ANC GRADE WITH SUFFICIENT ROOM FOR PIPE FITTINGS, TESTING ANJ INSPECTING CPERATlnNs. DO NOT BACKFILL UN ,IL THE PIPE SYSTEM HAS BEEN SUBJECTEC TO .A HYDROSTATIC TEST AS SPECIFIED. DEPTH OF TRENCH: POLYVINYL CHLORIDE PRESSURE LINE 180 MINIMUM POLYVINYL CHLORIDE NON-PRESSURE LINE 126 MINIMLJM TRENCHING THROUGH AREAS WHERE TOPSOIL HAS BEEN SPREAD: (A) DEPOSIT TOPSOIL ON ONE SIDE OF TRENCH AND SUBSO:L ON OPPOSITE SIDE. SUBSOIL SHALL B~ FREE OF ALL ROCKS OVER ONE (1) INCH IN DIAMETER, DEBRIS, AND LITTER, PRIOR TO USE AS BACKFILL WHERE SO INDICA.TED ON DETAIL. PROVIDE 4" OF CLEAN SAND OVER CONTROLLER WIRING. REPAIR ANY LEAKS AND REPLACE ALL DEFlCTIVE PIPE FITTINGS UNTIL LIN~S MEET TEST REQUIREMENTS. DO NCT COVER ANY LINES UNTIL THEY HAVE BEEN INSPECTED AND APPROVED FOR TIGHTNESS, QUALITY OF WORKMA.NSHIP AND MATERIALS. BACKFILL TRENCHES, AFTER APPROVAL OF PIPING, WITH SUITABLE AND .APPROVED MATERIAL, TAMPING SOIL AROUND P PE AND THOROUGHLY COMPACTING ALL TRENCH FILLS UNTIL 90% COMPACTION HAS Bff'I ACHIEVED. BACKFILL MA,TERIAL SHALL BE AN APPROVED SOil AS APPROVED BY THE CITY, FREE FROM ROCKS AND CLODS OVER 1" IN SIZE. C. D. E F. 4. 5. 6 7. 8. ANY PIPE THAT HAS BEEN DENTED OR DAMAGED SH.ALL BE DISCARDED UNTIL SUCH DENTED OR DAMAGED SECTION IS CUT AND REJOINED WITr A COUPLl'IG. TRENCH DEPTH SHALL BE AS SPC:CIFIEIJ ABOVE FROM THE F NISH GRADE TO THE TOP OF THE ~IPE THE BOTTOM OF THE TRENCH SHAcL BE "REE OF ROCKS, CLODS. AND JTHER SHARP- EDGED 05ci:CTS. PIPE ENDS AND FITTINGS SH.ALL BE WIPED WITH MEK, OR EQUAL, BEFORE WELDING SOLVENT IS APPLIED WELDEC JOINTS SHALL BE GIVEN A MINIMUM OF 15 MINJTES TC SET BEFOPE MOVING OR HANDLING ALL FIELD CUTS SHALL BE BEVELED TO REMOVE BURRS AND EXCESS BEFORE FITTING A'ID GLUING TOGETHER. PIPE SHALL BE SN/I.KEO FROM SIDE-TO-SIDE OF TRENC~ BOTTOM TO ALLOW FOR EXPANSION A.ND CONTRACTION CENTER LOAD PIPE WITH SM.ALL A\10UNT CF BACKFIL'_ TO PREVENT ARCHING AND SLIPPING UNDC:R PRESSJRE. LEAVc JOINTS EXPOSED FOR INSPECTION DURING TESTING. NO WATER SHALL BE PERMITTE~ IN THE 0 iPE IJNTIL INSPECTIONS HAVE GEEN COMPLETED AND A PERIOD OF AT LE.AST 24 ~OURS f-lAS ELAPSED FOR SOLVEN-WELD SETTIN::; AND CUC:ING. 9. PLASTIC TO Mi:TAL JOINTS SHALL BE MADE WITH PLASTIC MALE ADAPTERS, METAL NIPPLE HAND TIGHTE~IED, FLUS ONE TURN WITH A STRAF WRENCH. 10. PLAST;C TO PLASTIC JOINTS: SOLVENT-WELD, USING SOLVENT RECOMMENDED BY P PE MANUFA.CTURER ONLY. 11. SOcVENT-WELD JOINTS: ASSEMBLE PER MNWFACTURERA:S RECOMMENDATION. INSTALLATIO~ OF BRASS PIPE: 1. CUT BRASS PIPING BY POWER HACKSAW, CIRCULAR CUTTING M . .ACHINE USING AN ABRASIVE Wf-lEEL, OR ~AND HACKSAW. CUT NO PIPING WITH METALLIC WHEEL CUTTER OF ANY DESCRIPTION. REAM AND C:EMOVE ROUGH EDGES OR BURRS SO SMOOTH AND UNOBSTRUCTC:D FLOW IS OBT.Al.~EO. 2. CAREFULLY .AND SMOOTHLY PLACE ON MALE "YRENJ ONLY TIGHTEN SCREWED JOINTS WITH TO'IGS OR WRENCl-'ES. CAULKING IS NOT PERMITTED. REMOTE CONTROL WIRING: 1. DIRECT BIJRIAL CONTROL WIRE S,ZES SPECIFIED '1EREIN BEFORE. AS SHOWN AND 2. PROVIDE ONE CONTROL WIRE AND ONE COM\10N GROUND WIRt TO SERVICE EACH VALVE IN SYSTEM. PROVIDE 4-FOOT MINIMUM EXPANSION LOCP AT EACH VALVE TO \PERMIT REMOVAL AND MAINTENANCE OF VALVES. 3. INSTALL CONTROL WIRES AND IRRIGA TIO', PIPING IN COMMON TRENCc-iES WHEREVER POSSIBLE. 4. CONTROL WIRE SPLICES: ALLOW ONLY ON RUNS OF MORE THA'i 300 FEET, SPL'CES AS FOLLOWS: (1) STRIP OFF MIN,MUM OF 2-1/2 INCHC:S OF INSULATION ~ROM EACH WIRE. (2) TWIST ON SCOTCHLOCK ELECTRICAL SPRING CCNNECTOR, ,1INIMUM FOUR COMPLETE TURNS. (3) SEAL CONNECTOR IN EPOXY RESIN (4) TAPE COMPLETED SPLICE WITH SCOTCH 33 ELECTRICAi. TAPE. 5 NUMBERING ANG TAGGING: IDENTIFY DIRECT BURIAL CO~TROL WIRES FROM AUTOMATIC VALVES TO TERMINAL STRIPS Ot CONTROLLER AT TERMIN.AL S"RIP BY TAGGING Wl"!E WITH NUMBER OF CONNECTEC VALVE. AUTOMATIC CONTROLLER: 1. AUT0,1ATIC CONTROLLER SHALL BE INSTALLED AS SHOWN ANC DIRECTED. CONTROLLER SHALL BE TESTEC WI·~ COMPLETE ELECTRICAL CONNECTIONS. THE CONTRA.CTOR SHALL 3E RESPONSIBLE FOR TEMPORARY POWER TO THE CONTROLLER FOR OPERATION AND TESTING PURPOSES. 2 CONNECTIONS TO CONTROL WIRING SHALL BE MA.DE WITHIN THE PEDESTAL OF THE CONTROLLER. ALL WIRE SHALL FOLLOW THE PRESSLRE MAIN INSOFAR AS POSSIBLE. 3. ELECTRICAL WIRING SHALL BE IN A RIGID PVC PLASTIC CONDUIT FROM CONTROLLER TO ELECTRICAL OUTLET. THE ELECTRICAL CONTRACTOR SH.ALL 3E RESPONSIBLE FOR INSTALLING ALL Wl~ING TO THC: SUB-PANELS, CLOCKS, OR ELSEWHERE A.S REQUIRED, IN ORDER TO COMPLETE THIS INSTALLATION. A DISCONNECT SWITCH SHALL BE INCLUDED" 4. CONTROLLER SHALL rAVE A 11ASTER SWITCH. IT SH.ALL flE POSSIBLE TO JPERATE EACH V.ALVE MANUALLY, INDC:PENDENT OF THE CLOC~ OF ANY OTHER VALVE. RE'AOTE CONTROL VALVES: 1. INSTALL REMOE CONTROL VALVES AS SHOWN ON DETAIL. BALL \ ALVES: 1. 11,STALL WHE~E SHOWN AS DETAILED J PRESSURE REGULATOR SHALL BE INSTALLED AS PER DRAWINGS AND DETA VERIFY FINAL LOCATION WITH ARCHITECT. ~. INST.A LATION OF ANTI-DRAIN VALVES· ANTI-DRAIN VALVES SHALL BE l1ISTALLEO If' THE RISER ASSEMB_ ES OF ALL SPRINKLER HEADS T'-IAT DO NOT HAVE MANc".ACTURER INSTALLED ANTI-DRAIN DEVICES. 1NSTA,c OUICK COUPLERS AND REMOTE CONTROL VALVES ADJACENT TO WALK AND WITH IN 18" OF PLA~ TER CURBS IN SHRUB PLA~ITING AREAS. NSTA L QUIC<COUPLES VALVES NO FURTHER AND 170' APART. ~1 SLEEV:NG: 1. !'ROSSING OF ROADS WITH IRRIGATION PIPE OR WIRING SHALL 13E AVOIDED WHEREVER POSSIBLE IF A CROSSING MUST BE .A/I.DE, SCHtDU_E 80 PVC SLEEVES SHALL BE INSTALLED .AT .A .IINIMcM DEPTH OF JO" BELOW FINISH GRADE 2. ,RIGA TON LINES UNDER OT '-IER ASPHALT CONCRETE OR 0 0RTLAND CONCRETE IMPROVEMENTS (OTHER THAN ROADS) SHALL BE INSTALLED lfJ SCHEDULE 40 PVC SLEEVES AT A MINIMUM )EPTH OF 18" BELOW FINISHED GRADE. 3. SLEEVE SIZES FOR IRRIGATION LINES SHALL BE A MINIMUM OF TWO (2) TIMES THE SIZE OF TrE LINE IT SC:RVES. 4. CONTROLLEP WIRES LDCA.TED UIJDER STREETS "'ERM.ANENT IMFRGVE\1EIHS SHALL BE INSTA.LLED IN PVC SLEEVES AND (CORRESPO~DING TO TYPE A.ND :3DECIFIED IN N-1 Ar<D ~-2. ABOVE 3.03 CLEA~ -UP: OR OTHER SEP.ARA TE DEPTH AS A AS PROJECT PROGRESSES, CONTRACTOR SHA.LL MAINTAIN ALL AREAS IN A NEA -MANNER AND ~EMOVE U~ISIGHTL Y DEBRIS AS NECESSARY. AFTER COMPLETION OF THE PROJECT, CONTR.ACTOR SHA~L REMOVE ALL DEBRIS NW CONTAINERS USED :N ACCOf/PLISHING WORK. ~" SHALL SWEEr ANO CLEAN ,\LL SIDEWALKS, ASPH.AL T, AND CONCRETc AREAS .ADJACENT TC THE PLANTINGS. HEADS SERVICED BY THAT FARTICLLAR CONTROLLER. ALL VALVES SHALL BE tlUMBE'lED TO MA.TCH THE OPERATION SCHEDULE AND THE DRAWINGS AND SHALL BE COLOR CODED FOR EACH SEPARATE AREA SERVICED BY cACH VAcVE ONLY THOSE AREAS COWROLLED BY THE CONTROLLER SH.ALL BE SHOW~. THIS CHART SHALc BE A PLOT PLAN, ENTIRE OR PARTIAL, SHOWING BULJING, WALKS, ROADS ANO WALLS, A PHOTOSTATIC PRINT OF THIS PLAN, REDUCED AS NECESSARY AND LEGBLc IN ALL D'TAILS, SHALL BE MADE TO ,A SIZE THAT APPROVED BY THE ARC"ITECT AND SH Ale DE HERMETICALLY SEALED BY PLASTIC. THIS SHALL THEN GE SECURE) TO THE INSIDE OF THE COVER. PROVIDE TWO SETS OF THc CONTROLLER CHARTS FOR THC: CITY' USE EQU'PMENT, THE CONTRACTOR SHALL INOICA TE ON THE DRAWINGS THE LOCA,TIONS OF SAID EQUIPME~T. DIMENSIJNS SHALL BE GIVEN FROM PERMANENT OBJECTS SUCH AS 3UILDINGS, SIDEVI.ALKS, CURBS AND DRIVEWAYS. 3. CONTROLLER SHALL BE THE LATEST MODEL OF THE PA.RTICULAR 8. INSTALLATION OF POL YVl'IYL CHLORIDE P PE: G. VALVE BOX: 1. INSTALL VA_VE BOXES AS SHOWN ON DETAIL. INSTALL NO MORE THAN ONE VALVE PER BOX. 2" HIGH BRANJED LE"TERING ON VALVE TOP OF VALVE BOX LID DELlf!IATING THE VALVE NUMBER AND CONTROLLER B. AS-BUILT PLANS: FINAL AS-BUILT PLANS SHALl BE PREPARED BY THE LANDSCAPE ARCHITECT FROM DIMENSIONS PROVIDED BY THE CONTRACTOR. 1.08 GENERAL REQUIREMENTS: A. CODE REQUIREMENTS SrlALL BE THOSE OF STATE AND MUNICIPAL CODES AND REGULATIONS LOCALLY GOVERNING -YIS WORK, P"!OVIDING THAT ANY REQUIRD~EN,S OF THE DRAWli'-GS AND SPECIFICATIONS, NOT CON"LICTING THEREWITH BUT EXCE'cDING THE CODE REQUIREMENTS SHALL GOVERN, cmLESS WRITTEN PERMISSION TO THE CONTRARY IS GRANTED BY THE DISTRICT E MANUFACTURER SUPPLIED. PROVIDE W.ARRA'ITY DOCUMENTS TO OWNER. 4. UNIT SHALL BE A 120-VOLT, 60-CYCLE CONTROLLER, BE COMPLETE~Y AUT0\1A.TIC A'jD SHALL '"UNCTION OPTIONALLY WITH OR WITHOUT THE CLOCK. 5. ANY STATION MAY BE REPEATED INDEPENDENTLY IN .ANY 24 HOURS. 6. 7. STATIONS SHALL BE ADJUSTABLE FROM 1 TO 59 MINUES. CONTROL PANEL SH.ALL BE REMOVABLE PcUG-IN TYPE. 8. MECHANISM SHALL BE HOUSED IN A STURDY, VANDAL-PROOF CASE, MA.NUFACTUREC OF 14-GAIJGE STEEL, OR CASE ALUMINUM: FURNISHED FOR \1A.XIML·M EXTERIOR PROTECTION 9. THE CLOCK AND ALL WORKING PARTS OF THE CONTROLLER SHAL_ BE CONTAINED WITHIN ONE PROTECTING COVER CONTROL VALVES: 1. REMOTE CONTROL VALVES SHALL BE OF ALL PLASTIC BODY. VALVE SHALL BE PROVIDED WITH AN ADJUSTABLE FLOW CONTROL STEM AND SHALL BE OPERABLE MANUALLY WITHOUT ELECTRICITY. 1. BECAUSE OF THF NATURE OF PLASTIC PIPE AND FITTINGS, 2. EXERCISE CAUTION N HANDLING, LOADING AND STORING, TC AVOID DAMAGE. THE PIPE ANO FITTINGS SHALL BE STORED UNDER COVER UNTIL USING, AND SHALL BE TRANSPORTED IN A VEHICLE WITH A BED LONG ENOUGc TO ALLOW THE LC:NGTH OF PIPE TO LA.Y FLAT SO AS NOT TO BE SUBJECTED TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOAD AT ANY POINT. H. SP~INKLER rEADS: 1. ALL SPRINKLER HEADS SHALL BE INSTALLED AS PER DETAILS SHOWN. 2 NOZZLE SIZE OF ALL HEADS SHA'CL BE ADJUSTED TO SUIT ANY PARTICULAF CONDITICNS OF THE AREA. THIS SHALL GE DONE AFTER TYE SYSTEM HAS BEEN THOROUGHLY TESTED. IMMED•ATELY AFTER WRTTEI, IWTIFICATION BY THE ARCHTtCT TO DC SO. APPRDVED FOR PLANTING AND IRRIGATION □NL Y. INCLLJ DING PRECISE LOCATION OF PLANTING AREA~:-. IRRIGA TI□N SPECIFICATIONS FOR, "AS-BUILT EXP. ___ _ REVIEWED BY: INSPECTOR ,, DATE : I SH4EET I CITY OF CARLSBAD ~!.' t----1-----t-----------------1------+---+---+---l PlANNING DEPARTMENT ~·-· [---+---+-----------------··-·· ---+-------+------,---; ~==~~=============="-'===~ !-----+---+-------------------·--------------------+----,--f-BOB BAKER CHRYSLER JEEP , 5555 CAR COUNTRY DR. ------------------·------+---+------------"--+--_ __,_t-', _____ ++-_-_-----r--+-1 =----! l~====C=;A=R=L=S=B=A=D=,=C=A=====-- JAM ES p. BENEDETTI 1-----+--+------------t---+------+--+----I I APPROVED~-/,/ c'.Si--'-•~ ~-~'i\---I LANDSCAPE ARCHITECT ~ IA~ -, l ~LP.N~ING D.ATE j 4403 MANCHESTER AVE, SUITE 201 ENCINITAS, CA 92024 760/479-0644 FAX 760/479-0645 DATE INITIAL ENGIN:::ER OF WORK REVISION DESCRIPTION ,_--+----+---~----!I CWN BY:--·--"_D_PT_E_~IN_IT_IAL-f-□-AT_E_c_,N_IT_IA_L-l. CHKC BY: __ _ OTHER APPROVAL CiTY /IPPROVAL P.VND BY: PROJECT NO. SDP-88-098 r H W n DR.AWlfJG tm. 464-1L GA~GUNTR¥-9R; MINIMUM TREE SEPARATION DISTANCE IMPROVEMENT/ MINIMUM DISTANCE TO STREET TREE A. A MINIMUM OF 3' OUTSIDE THE PUBLIC RIGHT-OF-WAY B. A MINIMUM OF 5' FROM PAVING C. A MINIMUM OF 7' FROM ANY SEWER LINES D. NOT IN CONFLICT WITH PUBLIC UTILITIES E. NOT TO BE ALLOWED ON STREET CORNERS WITHIN A TRIANGULAR ZONE DRAWN FROM TWO POINTS, 25' FROM THE BEGINNING OF CURVES AND THE END OF CURVES OR WITH IN SIGHT LINES AS DESCRIBED UNDER" SIGHT DISTANCE" (CARLSBAD LANDSCAPE MANUAL, SEE APPENDIX C.4) E)S;ISTING 212 S.F'>, _,. EMPLOYEE DINING ·--- -----~ AREA -"~ / / ·-"" LIMIT OF WORK ---- '----7 EXISTING '2" WATER -~9.IS: - 0~ ~ ENLARGEMENT OF PLANTING AT EASTERN FATIO AREA THE Oil. STORAGE BiJILDlNG Vv1LL NOT STORE A!'iY ACUTEL v HAZARDOUS MATER'-llil...S, COMPRESSED FLAM"1ABLE GA8t::S IN EXCESS 0~' 1 500,).!';. .. r~LAJ.1(1.'IABL!: J.-iQUIDS IN EXCf;;SS OF '0,000 GAL, >iAf.l,ROOl.lS MATERiALS lN E.XGC:SS OF 500 ib~. OR 55 Ci.AL.. OR COMPRESSED GAS IN EXCl:'SB OF 200 CJl3!C FT. PRO OUT 201 s - ... e ~0/28/ F CALl't PLANT MATERIAL LEGEND BOT AN I CAL NAME COMMON NAME SIZE QTY. f-lT. 5FD. / -~-.•• SY AGRUS ROMANZOff lANIJM / ., '· QUEEN FALM 5FECIE5 VARY I,:,' 6ROHN "RUNK HEIGHT 7 EXIST'G. "l'-I0' 16'-2=>' 4'-5' JFRIGHT STl<Ak.-+1-_ RJLL HEAD, STAKE ,,:,'-30' EXISTING ON SITS. TC REMAIN SEE LIST 6ELOH / . \,----------EX. TREES ,,' --,- \ . / ". _____ / 0 0 C ■ :> ~ lii((iill(l/111 SHRU6S • VINES, RHAFHIOLEFIS INDICA 'CLARA' FITTOSFORUM T06IRA DISTICTIS 6UCCINATORIA GROUND5COVER5, AGAFAN,f-lUS 'PETER "'AN' HEDERA HELIX HAHNII' INDIAN HAWTHORNE VAREGATED T06IRA 6LOOD RED TRUMPET VINE DHA'<F -IL Y Of' THE NIL'c HAHN'S IVY SGAL SGAL. 2/b 31 5 GAL 4 12"-'5" 36"-40" I GAL. • 18" O.C. l2"-24" fil 8" o.c. b"-8" 12"-IS" I2'-I,:,' IB"-24' FULL AND 6U5HY, GOOD COLOR FULL AND BUS..lY, GOOD COLOR FUL-AND 6USHY, GOOD COLOR FULL AND 6U5HY, GOOD COLOR FULL AND 6U5HY. GOOC: COLOR ~--~~~ MEDALIC1'1 6LEND FE5CUE l'lETHEEN l'X l' FAVEl<S TURF FLATS 5OD INSTALL FER MANUF. '<!=COMMENDATIONS 12<22-/:'.//:21 EXISTING -AND5CAFE AREA PROTECT IN PLACE ~~~~~-~ 5EE "REVIOUSL Y APPROVED LANDSCAPE FLANS FOR CARLS6AD MITSUBISHI • CADILLAC DATED 4/l0/6"l ENLARGEMENT OFF PLANTING AT NORT~ERN PATIO AREA ""'\ \ \ ' \~ \ \ '\ \. \ \ \ SCALE, I" = 30'-0" 111111.l~ 1515 0 15 50 . er, 0 ~ 1-, z ::J 0 0, er 5 60 \ \ \ \ \ \ \ \ \ ¥ !, \ j 1 1. I\ t i ' !I ! i\ _J D. ! \ lµtlilQ£1 JAMES P. BENEDETTI LANDSCAPE ARCHITECT 4403 MANCHESTER AVE. SUITE 201 ENCINITAS, CA 92024- 760/479-0644 FAX 760/479-0645 13OT AN I CAL NAME EXISTING TREE C.JPANIOF515 ANACARDIOIDES EUCA ... YPTUS CITRIODORA EUCAL YPTU5 CLADOCAL YX FODOCARPU5 ELONGATU5 5Y AGRU5 ROMANZOFFIANUM NOTE: COMMON NAME CARROT WOOD .... EMCN-5CE'iTED C,UM SUGAR G.JM FERN TREE QUEEN PALM THE PROPERTY OWNERS ARE RESPONSIBLE FOR THf: REPLACEMENT OF ANY MISSING OR REMOVED TREES ON SITE INCLUDING AREAS SHOWN OUTSIDE THE LIMIT OF WORK LINE. THESE M'551NG TREES ARE TO BE REPLACED WITH 24" !30>< Q.JEEN PALMS, SY AGRUS ROMANZOFFIANU!'"'_ ALL MISSING OR REMOVED SHRUB MASSES AND GROUND COVER 0 LANTING5 SHALL BE REPLACED FER Tf-lE APPROVED LANDSCAPE PLANS DATED APRIL 10, 19B'3, INCLUDING AREAS SHOWN OUTSIDE T+-iE LIM:T OF WORK LINE. IN THE C.ASE THAT THE GROUND COVER MATERIAL 15 NOT LEGIBLE ON THE -"REVIOJ5L Y APPROVED FLANS FLATTED GAZANIA MIT5UA YELLOW SHA~L BE PLANT1=D AT 12" o.c_ 5FACING. ALL MISSING TREES, 5f-lRUB5 AND GROUND COVERS SHALL BE REPLACED FRIOR TO F!NAL CITY APPROVAL. MAINTENANCE RE5FON51BILITY NOTE, Tf-lE PROPERTY OWNERS ARE RESPONSIBLE FOR THE CONTINUAL MAINTENANCE OF ALL LANDSCAPED AREAS ON SITE. THE EXISTING FLANTNG AREAS 1.LITHIN Tf-lE PUBLIC RIGHT-OF-WAY ARE TO BE MAINTAINED BY THE FROFERTY OWNERS. ALL LAND5CAFED AREAS SHALL BE KEPT FREE OF WEEDS AND DEBRIS. FLANTING5 SHALL BE MAINTAINED IN A 1-4EAL THY, VIGOROUSLY GROWING CONDITION, At--.::::, SHALL RECEIVE REGULAR PRUNING, :::ERTILIZING, MOWING Af\.D TRIMMING. IRRIGATION 515TEM5 SHALL BE R::GULARL Y INSPECTED AND KEFT IN FULLY OPERA-IONAL CONC:ITION ACCORDING TO MAN.JFACTURERS' DESIGN s-ANDARDS AT ALL -rMES. LANDSCAPE NOTES, I. ALL LAND5CAFE AND IRRIGATION SHALL CONFORM TO -HE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND ALL OTHER AP0 LICABLE STANDARDS AS OF THE APPROVED DATE OF THESE FLANS. 2. TREES PLANTED wrn-llN 10 FEET OF WALKS, CURBS OR PAYING Sf-lALL BE PLANTED WITH A ROOT BARRIER (BIO-BARRIER). 3. 'FAN~ EXISTING HARD5CAPE OR LANDSCAPE INDICATED ON THE AFFROVED FLANS A'-:E DAMAGED OR REMOVED DURING DEMO._ TION OR CONSTRUCTION, IT SHALL BE REPAIRED AND/OR REPLACED l'i KIND A'i:;, EQUIVALENT SIZE PER THE .APPROVED PLANS BY Tf-lE OWNER/FERMITTEE. 4_ ALL LANDSCAPE MATERIALS 5f-lALL BE PERMANENTLY l"'AINTAINED IN A GROWING AND 1-4EAL THY CONDIT'ON AT ALL Tll"'E5, INCLUDI JG TRIMMING AS AFFROPRIATE TO MAINTAIN AFFROVED LAN:;,5CAPE MATERIALS. ~-ALL PLANTING AREAS SHALL B!:: l=INISHED WITH A 3 INCi-i LAYER OF SHREDDED BARK MULCH <ECOBARKJ. 6. NO ENHANCED HARDSCAPE PAVING SHALL 5E C?UNTED TOWARD LANDSCAPE AREA CALCULATIONS. 7. NO BRUSH MANAGEMENT 5f-lALL BE BE REQUIRE[:• FOR THIS PROJECT. B. SLOPES SHALL HAYE REINFORCED STRAJJ MATTING. 9. ALL UTILITIES ARE TO BE SCREENED. 10. ALL LAND5CAFE AREAS 51-4ALL BE FINISH GRADF.:D TO FROYIDE MINIMUM OF 2% GRADE POSITIVE SURFACE DRAINAGE AWAY FR0,'1 ALL STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. SEE CIVIL PLAN. II. THE CONTRACTOR 5HA .... L CON-ACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK 50 Tf-lAT THE LANDSCAF:: AF'CHITECT CA'i REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE FLANS ACCORDINGLY TO FULLY 5CREE1' AL- UTILITIES FROM VIEW. PLANTING PLAN FDR, APPROVED FDR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE L □CA TI □N OF PLANTING AREAS. "AS-BUILT EXP. ___ _ REVIEWED BY: INSPECTOR " DATE D~.TE CITY OF CARLSBAD I SHEETS I PLANNING DEPARTMENT , 8 1 t-----1---t------------------1---+--+----+---! I SHSET I ---t-~-+--~+-----+~-t ~===;B~O,,'=B=B;:::A=K==E;==R=c~H:;::RY==s:;::L:::::;E;==R;=J=;E;:;E;;P====; 5555 CAR COUNTRY DR. CARLSBAD.CA 1--~~+--=-+----------------DATE INITIAL -+---+----'-----! I ow,1 Bv' ---PROJ'.:CT rio. DRAWING r,c:. 0/,TE INITIAL DA~T INITIAL I CHKD BY: --- ENG NEER OF WORK REVISION DESCRIPTION OTccR APPROVAL CITY APPROVAL l.3\IWD BY: =l ~-S_D_P __ 8_8 __ 0_9_B_~ _4_6_4_1_L \., ...... ____________________________________________________________ , ______________ ._ _________________________ ~-------..¼-----------------~------------....,-------------,,-.,..,..,,,,,..,,,,.----~ r'H 1N!> NOTE, EXISTING HARDSCAPE, CURB AND GUTTER DR EDGE OF PAVING l. TREE TRUNK "' "' w _j "' D I. ROOT BARRIER SHALL BE PLACED 2"-3' MAXIMUM FROM THE , TREE SIDE, EDGE OF THE HARDSCAPE UNDER ND CIRCUMSTANCE SHALL BE R □□TBALL OF THE TREE BE ',/RAPPED VITH THE ROOTBARRIER. 2. ROOT BARRIER SHALL BE Bl □BARRIER DR APPROVED EQUAL. ROOTBARRIER N.T.S. 1 -PALM 2 -FINISH GRADE 3 -PLANT TABLETS 4 -ROOTBAlL 5 -BACKFILL 100% WASHED 101\.-----h PLASTER SAND 6 -12 IN. MINUMUM 7 -2 X ROOTBALL 8 -BROWN TRUNK HEIGHT NOTE: ALL BACKFILL TO BE WATER JETTED DURING PLANTING FOR MAXIMUM STABILITY. PALM PLANTING N.T.S. 6 >---~ • CD ATRIUM CAP. @ 4' PERFORATED FIFE WRAPPED 6' LON6 WIFIL TER WRAPPED AROUND FIFE. 0 EXISTING SOIL. _ __, 5 0 GRAVEL &UMP. ® ROOTEIALL 0 BACKFILL MIX (!) 3/4' DRAINAGE GRAVEL SUMP W/ FILTER FABRIC AT EDGE. NOTE, INSTALL I FER I!; GALLON CONTAINER SIZE AND 2 FER 24' ElOX OR Gi"!EATER CONTAINER SIZE. N.T.S. 3 TREE SUMP DRAIN (ALL TREES) 0 SET R □□TBALL 1• ABOVE FINISH GRADE @ MULCH 0 FINISH GRADE 0 4" EARTH BERM CREM□VE AFTER SHRUB IS ESTABLISHED) ® PLANTING TABLETS ,,s SPECIFIED 0 BACKFILL MIX AS SPECIFIED 0 NATIVE GRADE EXISTING CURB AND GUTTER DR EDGE OF PAVING [UAL TO □.C SPACING NOTE, SHRUB DR VINE 1. ALL GROUND COVER TD BE PLANTED AT EQUAL SPACING (TRIANGULAR) PER □.C. SPACING NOTED ON PLANS. N.T.S. 0 SHRUB PLANTING N T.S. 5 GROUNDCOVER PLANTING LANDSCAPE DETAILS F □R, APPROVED FDR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE LOCATION □F PLANTING AREAS. "AS-BUILT " EXP, ___ _ DATE REVIEWEJ BY: INSPECTOR DAE: ,-----,---,-------------J.....-----r------,-----,----' _-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-----J I SH6EET I CITY OF CARLSBAD I SH8EETS I JAMES P. BENEDETTI LANDSCAPE ARCHITECT 4403 MANCHESTER AVE. SUITE 201 ENCINITAS, CA 92024 760/479-0644 FAX 760/479-0645 1--------t--+--------~-------- DATE ! INITIAL ENGINEER OF WORK REVISION DESCRIPTION --+---+-----+--+---------l PLANNING DEPARTMENT +----< BOB BAKER CHRYSLER JEEP 5555 CAR COUNTRY DR. CARLSBAD, CA PROJECT fW. SDP-88-09B DRAWING 1\0. 464-1L SECTI □N 02'-JOO LANDSCAPING -22 SECTJDN 02'-JOO LANDSCl'PING PART 1 -CENERAL 1,01 GENERAL CONDITJ □NS A DRA\,'l'JGS AND GENERAL PR □VISl□NS OF '.:□NTRACT, INCLUDING 1,02 A, B. GENERAL AND SUPPLEMENTARY CONDJTl□NS AND DIVISl □N 1 SPECIFICATI □N SECTI □NS APPLY TD WORK OF -~JS SECTION, AND MUST 3E FULLY CONSIDERED IN CONNECTI □N THEREWITH SCOPE THE \./ORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPJRTATI □N AND EQUIPMENT NECESSARY TD PERFORM THE \./ORK JNCICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN AND AS REQUIR~D TD COMPLETE PROPERLY THE CONTRACT, RELATED \,'JRK, 1, EARTHWORK 2, IRRIGA TI□N CS~CTIDN J2200) (SECTI□N 0281G) 1.03 SUBMITTALS I', SEE REQUIREMENTS IN GENERAL CONDITIONS, A\JD SECTI □N 0'.340, B, CONTRACTOR SHALL SPECIFI'.:A TI □NS OF SDIL AMENJ:MENTS, WITH QUANTITIES □F SUBMIT A TYPEWRITTEN LIST \,']TH AL-FEASIBLE MATERIALS, INCLUDING FERTILIZERS, PLANT MATERIALS, ETC,, EACH, 1,04 DEFJNJTIJNS □F TER~S A, '0 LANTING AREA" SHALL MEAN ALL AREAS TO BE SEEDED, S □DDC:D, PLANTED \,']TH T~EES, SHRUBS, AND/DR GR□UNDC □VERS. 1,05 GUARANTEES AND REPLACEMENTS A, PLANT MATERIALS, PLANTS (15-GALL □N SIZE AND LARGER) SHALL BE GUARANTEED TD LIVE AND GROW IN HEALTHY CONDITION DURING THE AGREED UPON 90 DAY MAINTENANCE PERI □D DR UNTIL FINAL ACCEPTANCE (3,20 PART B), PLANT MATC:RIAL \,'ILL CONTINUE TD BE GUARANTEED FDR □NE CD YEA~, B PLANT MATERIAL SMALLER rHAN 15-GALL □N SIZE, SHALL BE GUARANTEED TD LIVE AND GROW IN VIGOROUS HEALTHY UPRIGHT C□NDITI □N FDR A MINIMUM OF □NE GROWING SEASON AFTER FINAL ACCEPTANCE Di' \./ORK CEXCLUDING SEASONAL COLOR), C, REPLACEMENT, ALL PLANTS NOT HEAL THY AND IN VIG □R □US GR □vJING C□NDITI □N AS DETE~M:NED BY THE LANDSCAPE PRCHITECT SHALL BE REPLACED IMMEDIATELY, PLANTS USED FDR REPLACEMENT SHALL BE THE SAME KIND AND SIZE AS SPECIFIED IN TYE PLANT LIST, THEY SHALL BE FURNISHED, PLANTED AND FC:RTILIZEJ: AS ORIGINALLY SPECIFIED AT ND COSTS TD D1./NER, 106 VC:RIFJCATI □N OF EXISTING CONDITIONS i', ALL SCALED DIMENSI □NS ON THE DRAWINGS ARE APPR □XIMAT[, BEFORE PROCEEDING \./ITH ANY w □RK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL JJMENSI □NS, QU/\NTITJES, AND GRADE ELEVATJ □NS, A~D Sf--ALL !Mf'EDIATEL Y INFORM THE LANDSCAPE ARCrllTECT □F ANY DISCREPANCIES, B PRIOR TD THE EXCAVATI □N FDR PLANTING DR PLACING OF PLANT MATERIALS, THE CONTRACTOR SHALL VERIFY THE ~□CATION OF ALL UNDERGROUND UTILITY LINES AN!: OTHER IMP'i □VEMENTS, l'ND TAKE "ROPER "RECAUTIONS TD A'/DID DAMAGE TD SUCH IMPROVEMENTS, IN THE EVENT OF CONFLICT BETwEEN SUCH IMPROVEMENTS AND PLANT L □CATl □NS, THE CONTRACTOR SHl'LL NOTIFY THE LANDSCAPE ARCHITECT, AND ARRANGEMENTS \,'ILL BE MADE FD~ RE~□CATJ □N AS NECESSARY, FAILURE TD F □LL□w -HIS PROCEDURE PLACES UPON ~HE CONTRACTOR THE RESPONSIBILITY FDR MAKING ANY AND ALL REPAIRS FDR DAMAGE RESULTING FROM w □RK AS HEREIN SPECIFIED AT HIS OWN EXPENSE, 1 07 PROTECTION OF EXISTING IMPROVEMENTS DURING THC: C □NST'iUCTION AND Ml'INTENANCE PERIOD, THE CONTRACTOR SHALL TAKE EVERY PRECAUTICN TD PROTECT AND AV □ID DAMAGE TD SPR]NKLC:R HEArs, ,RRJGATI □N LINES, DRAINAGE LINES, AND ALL OTHER UNDERGROUND FACILITIES AND ALL PAVING, STRU=TURES, FIXTURES, AND EXISTING PLANTINGS, THE CONTRACTOR SHALL BE HELD RESPONSIBLE FDR ANY AND ALL DAMAGE TD SUCH IMPROVEMENTS AND SHALL COMPLETELY REPAIR DR REPLACE THE SAME AT ND COST TD THE OWNER, 108 INSTRUCTIONS AND JBSERVATl□N A, ALL CHANGES AND DEVIATI □NS TD THE PLANS AND SPECIFIC A TIO NS BY THE LANDSCAPE ARCH:TECT TD THE CONTRACTOR SYALL BE CONFIRMED IN WRITING. B. THE C□NTRACT □R?S SUPERVISOR SHALL BE AVAILABLE ON CALL TD MAKE A JDINT OBSERVATION WITH THE DwNER?S REP~ESENTATIVE OF THE WORK, THE CONTRACTOR SHALL HAVE SUFC-JCIENT WORK PERSONNEL AVAILABLE DURING N □Rf'AL v/DRKING HOURS TD CORRECT DEFICIENCIES IMMEDIATELY JP[N REQUEST OF THE ~ANDSCAPE ARCHITECT, SUCH REPAIR DR ~E- \,'ORK SE~VICES ARE TD BE PERFORMED W:TH □UT INTERFERENCE OF REGULA~ PROJECT SC~EDULE, C PLANTS SHALL BE SUBJECT TD APPR □VA_ BY THE LANDSCAPE ARCHITECT AT THE PLACE OF GR □wTH AND/OR UPON DELIVERY TD THE SITE FDR QUALITY, SIZE AND VARIETY, SUCH APPROVAL SHALL NOT JMPA:R THE RIGHT OF OBSERVATION AND REJECTION AT THE SITE DURING PROGRESS OF \,'ORK FDR SIZE, C □NDITI□~ OF ROOT BALL, LATENT DEFECTS, DR INJLRIES REJECTED PLANTS SHALL BE REMOVED IMMED'ATELY FRJM THE SITE, UNLESS □THER\,'ISE APPROVED BY THE LANDSCAPE ARCHITECT, D, SITE □BSERVATI □NS HEREIN SPECIFIED S~ALL BE MADE BY THE LANDSCAPE ARCHITECT, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF A SITE OBSERVATION AT !_[AST 48 HDU'iS IN ADVANCE OF AN □BSERVATl □N, AN OBSERVATION WILL BE MADE BY THE LANDSCAPE ARCHITECT DURING DFFJ:E WORKING HOURS ON EACH OF THE STEPS DR CONDITIONS LIST~D BELOW TH~ C □NTRACTCR DR HIS AUTH□RIZEJ REPRESENTATIVE SHALL BE CN SITE AT THE TIME □F EACH JBSE~VAT:□N, THE CONTRACTOR WILL NOT BE c>ERMITTED TD Jr,:l\ ]ATE THE SUCCEEDING STEP OF w □RK U~TIL HE HAS RECEIVED APPROVAL TD PROCEED BY THE LANDSCAPE ARCHITECT, 1 PRE-C □NSTRUCTl □N MEETING, !MMEDJATEL Y PRI □R TD THE COMMENCEMENT □F WORK OF THIS SECTI□N, C □NTRACT □9 SHALL RECEIVE APPROVAL OF MATERIALS A~D EQUIPMENT TD BE USED, AND METHODS OF INS TALLATl□N, 2 INC □RP□RATI □N OF S□IL C □NDITI □NING l'ND FERTILIZING INT □ THE S□IL, S □IL TESTS PERF □Rf'ED 3Y THE LICENSED LABORATORY SHALL BE SUBMITTED AND PAIJ FDR BY THE CONTRACTOR FDR AGRICULTURAL SUITABILITY AND APPROVED BY THE LANDSCAPE ARCHITECT D\JCE ROUGH GRADI~G HAS BEEN COMPLETED, AND PRI □R TD INSTALLl~G A~ Y PLANT MATERIAL 3, UPD\J TYE C □MPLETi □N OF FINISH GRADING AND MJ',/ CJRES LAY□L T IN THE FIELD, BUT PRIJR TD ~□vi CURB INST ALLA TIDN, 4, APPROVAL OF ALL PLANT MATERIAL QUALITY, 5, LAYOUT OF PLANT MATERIAL, 6, PRE -MAINTENANCE □BS ERV A TI □N, WHEN PLANTING AND ALL OTHER :NDJCATED DR SPE'.:IFIED WORK, EXCEPT THE MAINTENANCE PER!□D, HAS BEEN COMPLETED ACCEPTANCE AND 1./RJTTEN APPROVAL SHALL ES-ABLISH BEGJNfHNG OF THE MAifHENANCE PER:[lD THIS JS fJ□T A FINAL □BSERVl'Tl □N DR ACCEPTANCE, AND IT Di;JES NOT RELIEVE THE CD~TRACT□R FROM ANY OF THC: RESPONSIBILITIES IN THE CONTRACT D □GJMEl,TS FDR THIS PROJECT, 7, FINAL SITE □BSERVATI □N AT THE C □MPLE-IJN 'JF THE SPECJFIEJ MAINTENANCE PERI □D THIS □BSERVATI □N S~ALL ESTABLISH THE BEGINNING DATE ,~DR THE GUARANTEE PERIOD, E, ACCEPTANCE ~PON C □MPLETI □N OF THE FINAL □BSERVATI □N AND THE \,'ORK □F Tl1IS s::cn□N, THE CONTRACTOR 1,/]LL BE NOTIFIED IN WRITING CD WHETHER THE 'd □RK IS ACCEPTABLE AND (2) OF ANY REQUIREMENTS NECESSARY c □R CD~PLETl □N AND ACCEPTANCE, L09 SUSPENSI □N OF \,'ORK A, THE LANDSCAPE AR:HITECT S~ALL RECOMMEND TD rHE 01./~ER ANY NECESSITY -□ SUSPEND THE w □RK 1,iYOLL Y, DR IN PART, FDR SUCH PERIOD DR PERIODS AS HE MAY DEEM NECESSARY DUE TD UNSUITABLE WEATHER, DR SUCH OTHER C □NDITIDNS AS AR~ CONSIDERED UNFAVORABLE FDR THE REASONABLE PERFORMANCE OF THE \./ORK, DR FD~ su:H TIME AS JS \JECESSARY DUE TD THE FAILJRE ON THE PART OF THE CONTRACTOR TD CARRY □UT ORDERS GIVEN DR TD PERFORM ANY DR ALL PR □VISID\JS OF THE C □NTRAC-, B, IF IT SHOULD BECOME NECESSA':Y TJ STOP \./ORK FDR AN INDEFINITE PERI □D, THE CONTRACTOR SHALL STJRE ALL MATERIALS IN SUCH A MANNER THAT THEY w!LL NOT BECOME AN OBSTRUCTION NOR BECOME DAMAGED IN /INY 1,IAY, AND HE SHALL TAKE EVERY PRECAUTION TD PREVENT DAMAGE DR DETERICRATJ □N OF THE WORK PERF□RMEJ, THE C □NTRACT[R SHALL COVER ALL OPEN EXCAVATIONS AND SHALL PROVIDE SUITABLE IRAINAGE BY OPENING DITCHES, PLANTING PITS, ETC,, AND ERECT TEMPORARY STRUCTURES \,'HERE NECESSARY. C, GRADING, SDIL PREPARATI □N, A\JD P_ANTING w □RK SHALL BE PERFORMED □NL Y :JURING PERl[DS WHEN BENEFICIAL AND OPTIMUM RESULTS MAY BE OBTAINED, IF THC: M □ISTURE CONTENT OF THE SOIL SHOULD REACH A LEVEL ~HAT WORKING IT WOULD DESTROY THE SDJL STRUCTURE, SPREADING, GRAJING AN!: TL LING □PERA TJ□NS SHALL BE SUSPENDED UN~IL THE M □JST~RE CONTENT REACHES ACCEPTABLE LEVELS AND THE DESIRED RESULTS ARE ATTAINABLE, UC CERTIFICATI □NS AND NOTICE OF DELIVERY OF MATERIAL A, THE LANDSCAPE ARCHITECT SHALL BE FURNISHED WITH DUPLICATE SIGNEJ, LEGIBLE COPIES □F CERTIFICATES AND/DR JNVDICES STATING THE BRAND, GRADE, AMOUNT AND QUANTITY OF EACH ITEM FDR ALL SDIL, FERTILIZERS, SOIL CONDITl □~IERS, PLANS AND CTHER MATERIALS, RECOMMENDATION SHALL BE MADE BY THE LANDSCAPE ARCHITECT TD THC: □wNER TD STOP w □RK PROGRESS UNTIL CERTIFICATES ARE RECEIVED AND REVIEWED BY THE LANDSCAPE ARCHITECT, B THE CDNTRACTJR SrlALL NOTIFY THE LANDSCAPE ARCHITECT IN ADVANCE \,'HEN ALL MATERIALS ARE TD BE DELIVERED AND THE MANNER OF SHIPMENT, AND SHALL FURNISH THERE'w!TH AN ITEMIZED LIST, IN DUPLICATE, OF THE ACTUAL QUANTITY OF MATERIAL IN EACH DELIVE.RY, IN ORDER TD ENSURE SA TJSF ACT DRY C□□RDINA TI □N OF DELIVERY, AND TD EXPEDITE "'." rlE '<EQUJRED INSPECTION AT THE PDINT OF DELIVERY, THE ITEMIZED LIST, IN DUPLICATE, FDR EACH DELIVERY OF PLANT MATERIAL SHALL INCLUDE INV□ICES CERTIFYING THAT SUBJECT MATERIAL HAS BEEN INSPECTED AS REQUIRED FY THE STATE -~GRICUL TURAL CODE PRI □R TD l'CCEPTANCE DR PLANTING, PART:CULAR CARE, USING APPROVED EQUIPMENT. SHALL BE EXERCISED TD ENSURE SAFE LOADING, UNLOADING, SYIP?ING AND HANDLING FDR ALL PLANTINGS FROM SOURCE TD IN-PLACE L□CATJ □NS INDICATED ON THE DRAWINGS, 1.11 PL/INT MATERIALS A, QUANTITIES FDR PLANT MATERIALS ARE SHOWN PER PLAN FDR CONVENIENCE ONLY AND \JOT GUARANTEED, CONTRACTOR SHALL CHECK AND VERIFY COUNT AND SUPPLY SUFFICIENT NUMBER TD FULFILL INTENT OF DRAWINGS, 1.12 JNVDICE OF MATERIALS A, UPON DEL'.VERY OF MATERIALS AND/DR C □MPLETI □N □F ALL SDJL CJNDI:l □NING AND GRADING, BUT PRJ □R TD l\JITIATJNG DLANTIN~ □"ERATJ □NS, THE LANDSCAPE ARCHITECT WITH THE HERETOFORE SPECIFIED SIGNED COPIES □F REQUIRED CERTIFICAT~S, TRIP SLIPS AND INVDICES FOR SDJL PREPARATI□N MATERIALS, SHALL INVDJCE SUCH MATERIAL, COMPARING THE TOTAL QUANTITIES □' EACH MATERIAL FURNISHED AGAINST THE TOTAL AREA TD EACH OPERATION, IF THE MINIMUM RATES OF APPLICATI □N HAVE NOT BEEN MET, THE LANDSCAPE ARCHITECT WILL REQUIRE THE DISTRIBUTl □N □F ADDITIONAL QUANTITIES □F THESE MATERIALS TD FULFILL THE Ml'IIM'JM REQUIREMENTS SPECIFIED, B, AFTER INSTAL_ATI □N OF PLANT M"TERIALS, BUT PRI □R TD THE PRE -MAINTENANCE SITE □BSERVA TI □N, THE LANDSCAPE ARCHITECT, \,']TY THE HERETOFORE SPECIFIED SJGNEJ COPIES OF THE REQUIRED CERTIFICATES AND RELATED ITE~S, SHALL INV □ICE SUCH MATERIAL, COMPARING THE TOTAL AREA AND/DR THE AMOUNTS SPECIFIED, IF THE MINIMUM AMOUNTS HAVE NOT EEEN FURNISHED, THE LANDSCAPE ARCHITECT \./ILL REQUIRE THE INSTALL"TI □N OF ADDITIJNAL MATERIALS TO FULF;LL THE MINIMUM OEQUJRE'IENTS SPECIFIED, C, A SAMPLE OF THE SDIL AMENDMENTS SHALL BE DELIVERED TD THE LANDSCAPE ARCHITECT WITHIN 15 DAYS AFTER REC □RDI~IG □F THE CONTRACT FDR SUBMITTAL TD A TESTING LAE □RAT □RY, ALONG WITH SPECIFICATIONS OF EACH PRODUCT, AFTER S □IL AMENDMENTS HAVE BEEN TH□R □UGHL Y MIXED INT □ THE SITE, RANI□M SAMPLES OF THE ~IXED SOIL WILL BE TAKEN BY THE Dw\JER"S REPRESENTATIVE AND SUBMITTED TD THE S □ll_ L AB □RAT □RY FOR COMPARISON TD A CONTROL 'IIX, COST □F THE ABOVE TESTING BY THE S~ILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR, PART 2 -PRODUCTS 2,0\ QUALITY A, l\LL MATERIALS SHALL BE OF STANDARD, APPROVED, AND FIRST GRADE QUALITY AND SHALL BE IN PRIME CONDITION \-/HEN !'!STALLED AND ACCEPTED, ALL COMMERCIALLY PROCESSED /IND/OR PACKAGED 'IATERIALS SHALL BE DELIVERED TD THE SITE IN THE ORIGINAL UN □"ENED C □N-MNERS BEARING THE MANUFACTURER1S GUARANTEED ANALYSIS, 2,02 S □IL AMENDMENT AND FERTILIZER A, SHALL BE A \./ODD RESIDUAL PRODUCT DERIVED FROM THE BARK OF PINE, REDWOOD, \,'HITE FIR AND RED FIR, JR '.:EDAQ SHAVINGS, AMENDMENT UPJN ANALYSIS CONTAIN AT LEAST 05'.< NITROGEN CON A, DRY \,'EIGHT BASIS) WITH AN ASH CONTENT NOT TD EXCEED 10%, A COMMERCIAL GRADE PRODUCT SHALL BE USED, CONTRACTOR SHALL SUPPLY ARCHITECT DR HIS APP □JNTED REPRESENTATIVE \,']TH A SAMPLE □F THE PROPOSED AMENDMENT ACCCM 0 ANIED BY LABORATORY ANALYTICAL ANALYSIS FROM AN APPROVED LAB □RATDQY ILLUSTRATING DEGREE OF COMPLIANCE, GUARANTEE \,'TJCU/YD, = +560# -820#, NITROGEN (ORGANIC DR AMM□NIC) 0,51/. PH (LESS THAN) 6,8, SALINITY CECO X 103 AT 250 C) = 2 5 ASH CONTENT NOT TD EXCElD 10%, IRON CFD EXPRESSED AS METALLIC 0,08% DENSITY - APPROX 25 LB/CU/FT, ORGANIC MATTER = 85%, A NON- IDNIC WETTING AGENT SHOULD BE USED, PROPERTIES, SCREC:N ",NAL YSJS, % RETAINED ON STACKED SCREENS -1 MESH = 0,21/.; 5 M~SH = 36.6%; 8 MESH =-25.7%.i 12 MESH = 30,7%; 32 MESH = 5,9%; REMAINDER 0,91/., SHALL BE \,'IL -GR □ LIFE, FOREST HUMUS, DR L □i'MEX, DQ APPROVE] SUBSTITUTION, JAMES P. BENEDETTI B, C, D. E, F, G, 203 A, AGRICULTURAL GRADE GYPSUM -SHALL BE A CCA S □4 -H20) CALCIUM SULFATE PRODUCT -94 3%, 901/. SHALL FASS A 50 MESH SCREEN, CHEMICc,L RC:ACTI □N '\./ILL REMOVE SD 'l!UM ATTACHED TD SDIL PARTICLES, GYPSUM ALSO LOOSENS HEAVY CLAY s□:Ls THROUGH ELECTRO-CrlEMICAL ACTI □N C □NTR □l OF DUST DURING APPLICATl □N IS MANDATJRY, SH/ILL BE U,S GYPSUM, D □LMAQ, S □F-,'SDIL, DR BAl,DlfJI, DR APPROVED S.JBSTITUTION, SULPHUR CSDIU -SHAL_ BE ELE'IENTAL SULPHUR (99 '.i%) COMMERCIALLY PREPARC:D SD THAT 46,9% PASSES A 50 ~ESH SCREEfJ DR APPROVED SUBSTITUTl □N, IRON su~FATE -IRON SHALL BE EXPRESSED AS 'IETALLIC - DERIVED FROM SULFATE -DEEP GREEN CFE S□4 H20) A MINIMUM ANPL YSIS OF 20,01/. AND 98,31/. RETAINED ON A lJ MESH SCREEN SHALL BE \,'JLSON & GED, ~EYER, \,'JL-GR□, DR BANDIN!. DR APPROVED SUBSTJTUTI □N =>RE-PLANT DR STARTER FERTILIZER SHALL BE A C□MMERCIA~ GRADE FL □WABLE FERTILIZER \,'!TH -1% tl!T~□GEN, 10% PHJSFH □RDUS PENTI □XIDE AND 101/. POTASSIUM SULFATE, ND POTASSIUM CHLORIDE IS TD BE USED, ORGANIC Nl-R □GEN SHALL BE FROM CJ-T □NSEED MEAL AND UREA, PHOSPHATE AVAILABLE FROM SJPER"H □S 0H/ITE AND COTTONSEED 1JEAL, POTASH FROM SULFATE OF P □Tt,Sf-AND COTTONSEED MEAL SCREEN ANAL YSJS, 1/. RETAINED ON STACKED SCREEN - APPROXIMATELY 8 -MESH 24,2%; 20 -MESH 75,21/.; 48 - MESH C,21/., AV/\ILABLE PERCENTAGE wE:GHT OF Pl,ANT FOOD, NITROGEN PHOSPHORIC AC ID POTASf- LO% MIN, 10.0i. MIN 10,0% MIN, SHALL BE Wll -G~□, BANDIN] DR KELLOGG DR APPROVED SUBSTITUTI □N ORGANIC SDJL ENHANCER AND S □ll ACTIVATOR SHALL BE SARVD~, POST PLANT 'TRTILIZER CMAINTENANCD, FERTILIZER CC□MMERCIAU SHALL BE A C □MBINA Tl □N OF NA,URAL ORGANIC AND INORGANIC GRA,ULAR FERTILIZERS, FREE-FLOWING, SUITABLE FDR APPLICATI □N \,'ITH APPROVED EQUIPMENT PND SHALL CONTAIN THE F □LL □wlNG Mll,IMU'I AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD, NITROGEN AMMONIAC SULFATE REMAINDER OF NITROGEN PHJSPH'IRIC ACID POTASH IR □~ ZINC MANGANF:SE CALCIUM 14,0;'. MIN, 4,0% MIN 8,751/. \,'ATERS[LUBLE 1,25% 1,/ATER INSJLUB_E 7,0% MIN, 3,01/. MIN 2,0% OJ5% 0,15% 2,01/. ORGANIC NITROGEN JS DERIVED FROM UREA AND COTT □~ ,EED MEAL, PHOSPHATE FROM SUPERPH□SPHATc AND C □TT□ISEED MEAL, POTASH FROM SULFATE OF POTASH AND COTTONSEED MEAL, 'ID PDT ASSIUM CHLORIDE IS TD BE USE!: SUL -UR FROM SULFATE OF AMMCNJA, CALCIUM FROM SUPERPH □SPHATE, IRON FROM FERROUS SULPHATE AND MIXED SULFIDES, i.INC AND MANGA~ESE ARE EXPRESSED AS METALLIC AND IN THEIR ELEMENTAL FDR'!, SCREEN ANALYSIS (% RE TAI NED) -APPR □XIMATEL y, 4 MESH = i,3%; 8 MESH = 24,2i:J 20 MESH = 74,0%, AND 49 MESH O 051/. SHALL BE WIL-GRO FAIRWAY, BANDIN!, DR KELLOGG JR APPROVED SUBSTITUTION, PLANTJN[ TABLE-S SHALL BE TIGHTLY C□MPRESSEJ CHIP IYPE COMMERCIAL GRADE PLANTING TABLETS, CF VARYING SIZES \,'ITH THE F □LL□WJN[ AVAILABLE PERCENTAGES BY ,/EJGf-, r OF PLANT FOOD, NITROGEN 2C,Oi, MIN, PHOSPHORIC ACID 10,0% MIN, POTASH 5,0% !VIN, SHA_L BE AGRIFORM DR GRD-P□wER, DR APPRJVED SUBSTITUTJ □N, PLANTING BACKFILL FOR TREES AND SHRUBS RATE OF APPLIC/1 TI□N JS F[R BIDDING PURPOSES m,L Y S □'L TEST MAY REDUCE DR INCREASE TOTAL SOIL YARDAGE AMENDMENT AND CHEMICAL ADDITIVES, PLANTING BACKFILL SHALL BE A THOROUGHLY BLENDED MIXTURE OF -□PS □IL AND SOIL AMENDMENTS AT THE F□LL □'wlNG MIXTURES SJIL AMEND~ENT STOCK PILE[ SITC: SDJL GYPSUM SULPHUR CS □IU IR □r, SULFATE PRE -PLANT (1-10-10) 1/2 C,Y, 1/2 C,Y, 5 LBS, PER/CU/YD. OF H:X l LBS, PER/CL:/YD OF MIX 1 LBS, PER/CU/YD, [F MIX 2,06 PLA\JT MATERJl'LS A, N□'IENCLATURE, SCIENTIFIC AND COMMON NAMES OF PLANTS B, C, D, E F, u H, I. J. K, HERE]~ SPECIFIED SHALL CONFORM \,'ITH THE APPROVED NAMES :.i!VE'i IN "A CHE:KLJST OF WOODY ORNAMENTAL PLANTS OF CALIFORNIA," PUBLISHED BY THE UNIVERSITY □F CALIFORNIA, COLLEGE OF AG RIC ULT URE, MANUAL 32 Cl 963) SEE LIS-OF PLA~T MATERIAL ON DRA\./1\JGS, LABELING, EACH GROUP OF PLANT MATERIALS DELIVERED ON SITE SHALL BE CLEARLY LABELED AS TO SPECIES A\JD VARIETY HOWEVER, FINAL IETERMINATI□N OF PLANT SPECIES AND VARIETY \./ILL BE MADE BY THE LANDSCAPE ARCHITECT AND \,'H[SE DECISI □N 'will BE FINAL, ALL PATENTED PLANTS (CUL TIVAR) REQUIRED BY THE PLANT UST SHALL 3E DELIVERED \,'ITH A PRJPER PLANT PATENT ATTACHED, QUALITY AND SIZE, ALL PLANTS SrlALL BE VIGOROUS, OF NORMAL GR □wTH, FRE~ FROM DISEASES, INSECTS, INSECT EGGS, A\JD/DR EXCEED -HE MEASUREMENTS SPECIFIED, :□NTAINER STOCK, SHALL HAVE GR □w'N IN CJNTAINE~S FJR AT LEAST SIX fl□NTHS, BUT NOT OVER ~wo YEARS, ND CONTAINER PLANTS THA-HAVE CRACKED DR BROKEN BALLS OF EARTH \,'rlEN TAKEl'I FROM THC: C□~TAINER SHALL BE PLANTED, EXCEPT UPON SPECI",L APPROVAL, N[ TREES \,']TH DAMAGED ROOTS DR BROKEN BALLS SHALL BE PLANTED, PRUNING, AT Nll TIME SMALL THE PLANT MA-ERIALS PRUNED, TRI MME I: DR TOPPED PRI □R TD DELIVERY, AND ALTERATION ON THE SITE OF THEIR SHAPE S~ALL BE MH BE □F CONDUCTED ONLY wlTH TYE APPROVAL AND IN THE PR~SEN:E THE LANDSCAPE ARCrlITECT. INSPECfl □N □c P_ANl MATERIALS REQUIRED BY CITY, COUNTY DR STATE AL TH □RITES, SHALL BE A RESPONSIBILITY OF THE CONTRACTOR, AND WHEN NECESSARY HE SHALL HAVE SECURED PERMITS DR CERTIFICl'TES PRI □R TD DELIVERY OF PLANTS AT SITE, ON-SITE iNSPECTI □N OF PLANT MATERIALS, PLANTS SHALL BE SUBJECT TD INSPECTI □N "1ND APPROVAL DR REJECTI □N AT THC: PR□J~CT SITE AT ANY TIME BEFORE DR DURING PROGRESS OF v/DRK F[R SIZE_ VARIETY, C □NDITl □N, LATENT DEFE:TS AND IN.JURIES, ;;,[JE'.:TED PLANTS SHALL BE REM□VEJ FROM THE PROJECT SITE IMMEDIATELY, REJE'.:TI □N AND SUBS TIT JTJ □N, ALL PLANTS NOT CONFORMING TD THE REQJJREME~ITS rlEREIN SPECIFIED SHALL BE CONSIDERED DEFECTIVE, ANJ SUCH PLANTS, v/HETHER IN PLACE DR NOT, SH/ILL BE MARKED AS REJECTED AND BE IMMEDIATELY REMOVED FROM THE SITE OF THE v/[RK AND RC:PLACED w!TH ACCEPTABLE PLANT MATERIALS, THE PLANT MATERIALS SfcALL MEET ALL APPLICABLE INSPECTIONS REQUIRED BY LA\,' ALL PLANTS SHALL BE THE SPECIES, VARIETY, SIZE, AGE, FL □wER COLOR AND CJNDI~I □N AS SPECIFIED HEREIN AND/DR AS INDICATED ON THE DRAWINGS L.:NDER ND C □NDIT'ON \,'ILL THERE BE ANY SUclSTFUTION OF PLANT S"ECJES, VARIETY, DR REDUCED SIZE FDR THOSE LISTED ON THE ACC □~PANYING DRAWINGS, EXCEPT wlT rl THE EXPRESS \,'RJTTEN CONSENT OF THE LANDSCAPE ARC~ITECT, RIGHT TD CHM,GES THE _ANDSCAPE ARCHITECT RESERVES T~E RIGHT TD CHA~GE IHE SPECIES, VA':IETY A'ID/DR SIZES OF PLANT MATERIAL TD BE FU'1NISHED, PROVIDED THAT THE COST OF SUCH PLANT CHANGES DOES NOT EX:EED THE COST □F PLANTS IN THE ORIGINAL BIL THE CD~ T;;,ACT □R SHALL BE 'J □TIFIED AND C □llFIRMED IN 'wRITING PRI □R TD SIXTY (60) DAYS BEFORE THE PLANTING OPERATION HAS COMMENCED CHAN:iES IN THE SI7E AND/DR VARIETY OF ANY PLANT TJ BE FURNISHED '•'rlJCC-a INV □L VES A REDUCTI □N DR ADDITI□N IN COST SHALL BE PDJUSTED IN THE CONTRACT COST, ROOT C □NDITJ □N, THE LANDSCAPE AR'.:HITECT RESERVES THE RIGHT TD INSPECT ROOT C □NDITI □N □c A'JY SPECIES, PARTICULARLY THOSE GROWN FROM SEED, ANJ IF FOUND DEFECTIVE, TD RE~Ec-THE "LANTS REPRESENTED BY THE DEFECTIVE SAMPLE, PROTECTION /ILL PLANTS AT ALL TIMES SHALL BE HANDLED AND ST □R~D SO THAT THEY ARE ADEQUATELY PROTECTED FROM DRYING JUT, FR □I~ 'wIND BURN, AND FROM ALL OTHER INJURY, ALL PLANTS DE-ERMINED BY THE OwNER?S RC:PRESENTATJVE TD lJE \,'IL TED, BURNED, DR DRIED OL!T, MAY BE RE-.iECTED, AND REMOVED FROM THE SITE, TH~ C □~TRA'.:TCJR?S ON-SITE PLANT STORAGE AREA SHALL BE APPROVED BY -f--E □W'IER'S REPRESENTATIVE PRIOR TD THE DELIVERY OF ANY P_ANT MATERIALS, LANDSCAPE SPECIFICA Tl□NS FDR, "AS-BUILT " I APPROVED FDR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE L □CAlI □N OF PLANTING AREAS. PE. __ _ EXP, ___ _ --D-AT_E __ ! j REVIEWE0 BY: I INSPECTOR ~~-1 DATE 1------1-----+--~~~~~-~--+-------1--------+-' ~-I-----! fSl!ITl CITY OF CARLS BAD ~ ! l__!_j PLANNING DEPARTMENT ~ BOB BAKER CHRYSLER JEEP 5555 CAR COUNTRY DR. CARLSBAD,CA I i LANDSCAPE ARCHITECT 1--------1,---+----------·-+-----+---+---'---' PLANNING 4403 MANCHESTER AVE. SUITE 201 ENCINITAS, CA 92024 DATE NTIAL , OWN BY: PROJECT NO, DRAWING NO. I I DATE j INITIAL , DATE INITIAL 760 479-o544 FAX 760 479-o545 REVISION DESCRIPTION CHKD BY__ SDP 88 098 464 1L -.,..,,,~---------------------------------,-------------------------------'---------------------------·-EN_G_IN-EE_e_o_F_w_o_R_K.!------------------..J-o_T_a,_:R_A_P_P_Ro_v_AL...J._c_,JY_A_PP_R_ov_A_L...J._Rv_'•_'ID_B_Y_: __________________ J, L, SHRUB AND TREE SAMPLES, TYPICAL SAMPLES, THREE EACH OF ALL VARIETIES AND SIZES (SHRUBS 5 GALLON AND UNDER, TREES 15 GALLON AND UNDER) OF ALL PLANT MATERIALS SHALL BE SUBMITTED FDR INSPECTIDN APPROVAL AT THE SITE A MINIMUM OF FIFTEEN DAYS PRI □R TD PLANTING □PERATI □NS, APPROVED SAMPLES SHALL REMAIN □N THE SITE AND SHALL BE MAINTAINED BY THE CONTRACTOR AS STANDARDS OF COMPARISON FDR PLANT MATERIALS TD BE FURNISHED, SAMPLES \./ILL BE INCORPORATED INT □ THE \./ORK, 2,07 GROUNDC □VER A, GR□UNDC □VER PLANTS SHALL BE HEAL THY, VIGOROUS ROOTED CUTTINGS GRO\./N IN FLATS, 2,10 PLANTER MULCH A, PLANTER MULCH SHALL BE SHREDDED FIR TREE BARK, SHALL RANGE IN SIZE FROM 1/2-INCH TD 3/4-INCH, 3-INCH COVER MIN, 2Jl STAKING MATERIAL A, TREE GUY \./IRES SHALL BE □F PLIABLE, ZINC-COATED STEEL MINIMUM GAUGE ND, 12 AND ANCHOR TD APPROPRIATE DEAD MAN, \./IRE LOOPS AT BRANCHES SHALL BE COVERED BY 2-PLY REINFORCED RUBBER 1/ 4' IN DIAMETER, GUY \./IRES SHALL BE FLAGGED \./ITH 1/8-INCH DIAMETER X 4"-0" LENGTH SURGICAL TUBING, TREE TIES SHALL BE VIT, CINCH-TIE AVAILABLE FROM V,IT COMPANY, C714) 891-8338, 2,13 PRE-EMERGENT HERBICIDE A, PRE-EMERGENT HERBICIDE SHALL BE AS DETERMINED BY THE LANDSCAPE CONTRACTOR, 2J4 \./EED CONTACT HERBICIDE A, \./EED CONTACT HERBICIDE SHALL BE AS DETERMINED BY THE LANDSCAPE CONTRACTOR, PART 3 -EXECUTION 3,01 INSPECTI □N A, EXAMINE PROPOSED PLANTING AREAS AND C□NDITI □NS □F INSTALLATION, DD NOT START PLANTING \./ORK UNTIL UNSATISFACTORY C□NDITI □NS ARE CORRECTED, 3,02 PRE PARA TI □N A, GENERAL, THE AREAS TD RECEIVE TREES, SHRUBS, GR □UNDC □VER AND HYDR □SEED PLANTINGS AND THEIR RESPECTIVE REQUIREMENTS FDR IMPORTED T □PS□IL, FERTILIZING , S□IL C □NDITI □NING, AND OTHER TREATMENT SHALL . BE AS DEFINED ON THE DRA\./INGS, EQUIPMENT NECESSARY FDR PREPARATION OF THE GROUND SURFACE AND FDR HANDLING AND PLACING ALL REQUIRED MATERIAL SHALL BE □N HAND IN GOOD \./DRKING C □NDITl □N, \./ORK SHALL BE PERFORMED □NL Y DURING PERI □DS \./HEN BENEFICIAL RESULTS CAN BE OBTAINED, B, CLEARING AND GRUBBING, PRI □R TD RIPPING AND TILLAGE □PERATl□NS, ALL VEGETATI □N IN THE AREA TD BE PLANTED SHALL BE GRUBBED, RAKED, AND CLEARED FROM THE SITE, THE GROUND SURFACE SHALL BE CLEARED OF ALL MATERIAL \./HICH HAS ACCUMULATED DURING CONSTRUCT!□~ AND ALL MATERIAL \./HICH MIGHT HINDER PROPER GRADING, TILLAGE, PLANTING AND SUBSEQUENT MAINTENANCE □PERATl □N, ALL GRUBBED MATERIALS AND DEBRIS SHALL BE LA\./FULLY DISPOSED OF □FF THE SITE BY THE CONTRACTOR AT HIS COST, C, □BSTRUCTI □N BELO\./ GROUND, ALL SUBSURFACE ROCKS □VER 2" IN DIAMETER AND OTHER UNDERGROUND OBSTRUCTIONS SHALL BE REMOVED TD THE DEPTH NECESSARY TD PERMIT PROPER FINE GRADING, TILLING, DR PLANTING ACCORDING TD PLANS AND SPECIFIC A TI □NS, ALL ABANDONED UTILITY LINES UNCOVERED DR SEVERED SHALL BE CUT BELO\./ GRADE AND CAPPED DR PLUGGED \./[TH CONCRETE, EXPLOSIVES SHALL NOT BE USED FDR REMOVAL, \./HEN THE L □CATI □N □F UTILITY LINES IS SHD\./N ON THE PLANS DR HAS BEEN MADE KND\./N TD THE CONTRACTOR, ALL DAMAGE TD THESE LINES SHALL BE REPAIRED BY THE CONTRACTOR IN A MANNER APPROVED BY THE LANDSCAPE ARCHITECT AND AFFECTED UTILITY, D, DEEP RIPPING, ALL AREAS CINCLUDING SLOPES) TD RECEIVE GR□UNDC □VER, SHRUBS, AND HYDR□SEEDING SHALL BE DEEP RIPPED AND LOOSENED TD A DEPTH OF T\./EL VE 02) INCHES IN ALL DIRECTI □NS, 3,03 S□IL AMENDMENTS, FERTILIZING AN)) R□T □TILLING A, RATE OF APPLICATION IS FDR BIDDING PURPOSES ONLY, S □IL TEST MAY REDUCE DR INCREASE TOTAL SOIL AMENDMENT YARDAGE, ADJUSTMENTS CPLUS DR MINUS) MAY BE NECESSARY, CONTRACTOR SHALL OBTAIN AT LEAST T\./0 S □IL TESTS OF ROUGH GRADE AT SITE AND SUBMIT RESULTS TD THE LANDSCAPE P~CHITECT FDR INTERPRETATION AND RECOMMENDATION, B, AFTER THE AREAS HAVE BEEN DEEP RIPPED, THE F □LLD\./ING RATES OF SOIL AMENDMENT MATERIALS SHALL BE EVENLY SPREAD □VER ALL PLANTING AREAS AND SHALL BE THOROUGHLY SCARIFIED TO AN AVERAGE DEPTH OF SIX INCHES BY R□T □TILLING A MINIMUM OF T\./0 AL TERNA TING PASSES, AMENDMENT MUST BE INTIMATELY BLENDED \./ITH SOIL, S □IL AMENDMENT, 6 CUBIC YARDS PER 1,000 SQ. FT, TD A DEPTH OF 8", GYPSUM, S □IL SULPHUR, IRON SULFATE, 120 LBS, PER 1,000 SQ, FT, 10 LBS, PER 1,000 SQ, FT, 10 LBS, PER 1,000 SQ, FT, FERTILIZER CC □MMERCIAU 1-10-10 SHALL BE APPLIED AT THE RATE OF 30 POUNDS PER THOUSAND SQUARE FEET AND SCARIFIED INT □ THE TOP T\./D INCHES OF FINISH GRADE, FERTILIZER SHALL BE APPLIED AFTER LEACHING OPERATION, C, D, E, F. G, 3,04 A, B C D E, F, G, H, I J, 3,05 A B C, D, E THE THOROUGHNESS AND COMPLETENESS OF THE R □T □TILLING AND ·INC □RP □RATl □N OF THE SOIL AMENDMENTS SHALL BE ACCEPTABLE TD THE LANDSCAPE ARCHITECT, SLOPES 2,1 AND STEEPER DR AS PER THE DRA\./INGS OMIT S □IL C □NDITI □NER APPLICA TI□N AND TILLING, DEEP \./ATER LEACHING AND S □IL TESTING, DEEP \./ATER LEACHING SHALL BE COMPETED AS RECOMMENDED BY A CERTIFIED AGR □NIMIC LABORATORY, THE F □LLD\./ING PROCESS FDR DEEP \./ATER LEACHING IS FDR BIDDING PURPOSES □NL Y, ITEM NUMBER THREE C3,l SHALL BE PERFORMED AS STATED BELO\./, 1. AFTER THE TILLING □PERATI□N. THE AREA SHALL BE DEEP \./ATER LEACHED THREE CJ) TIMES □VER A FIVE (5) DAY PERl □D, APPLY 1/2" \./ATER AT EACH APPLICATION, \./AIT □NE Cl) DAY BET\./EEN APPLICATI □NS, 2, ONE DAY AFTER FINAL APPLICATION OF \./ATER, THE S □IL SHALL BE TESTED FDR CONTENT OF SOLUBLE SALTS (ELECTRICAL CONDUCTIVITY EL), 0\./NER'S REPRESENTATIVE AND CONTRACTOR SHALL TAKE SEVERAL SOIL SAMPLES AND DELIVER THE SAMPLES TD A LABORATORY FDR TESTING □F SOLUBLE SALTS, E,C, TEST READING SHALL NOT BE ABOVE 2,0. THE S□IL AMENDING, TILLING AND DEEP \./ATERING PROCEDURE SHALL BE REPEATED UNTIL TEST READINGS ARE NOT ABOVE 2,0 3, IF SOIL TEST READING FDR A PARTICULAR AREA TESTED IS ABOVE 2,0, THE S □IL AMENDING, TILLING AND DEEP \./ATERING PROCEDURE SHALL BE REPEATED UNTIL TEST READINGS ARE NOT ABOVE 2,0 CARE SHALL BE TAKEN THAT THE RATE OF APPLICATION □F \./ATER DOES NOT CAUSE EROSION DR SLOUGHING OF SOILS, ALL DEPRESSI □NS, VOIDS, ER □SI □N SCARS AND SETTLED TRENCHES GENERATED BY THE DEEP \./ATERING SHALL BE FILLED \./ITH AMENDED SOIL AND BROUGHT TD FINISH GRADE, APPLY NAIAD \./ETTING AGENT 4 DZ, PER 1,000 SF, AT THE FIRST SPRAY OF SOIL AMENDMENTS, FINISH GRADING FINISH GRADES SHALL BE AS INDICATED ON GRADING PLAN, FINISH GRADES SHALL BE ~EASURED AFTER THE GROUND HAS BEEN \./ATERED-IN AND MECHANICALLY COMPACTED AND SETTLED, THE FINAL GRADE SHALL BE \./!THIN PLUS DR MINUS 0,1 F □□T OF THE SPOT ELEVATIONS AND GRADE LINES INDICATED □N THE CIVIL ENGINEER'S DRA\./ING, EASE TOP AND TOE OF ALL EXISTING SLOPES, ALL UNDULATI □NS AND IRREGULARITIES IN THE PLANTING SURF ACES RE SUL TING FROM TILLAGE, R □T □TILLING AND ALL OTHER OPERATIONS SHALL BE LEVELED AND FLOATED OUT BEFORE PLANTING □PERATI □NS ARE INITIATED, THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TD PROTECT AND AV □ID DAMAGE TD SPRINKLER HEADS, IRRIGATI□N LINES, AND OTHER UNDERGROUND UTILITIES DURING HIS GRADING AND C □NDITI □NING □PERATI □NS, FINAL FINISH eiRADES SHALL INSURE POSITIVE DRAINAGE □F THE SITE \./ITH ALL SURFACE DRAINAGE A\./AY FROM BUILDINGS, \./ALLS, OVER MD\./ CURBS, AND TD\./ARD R□AD\./AYS, DRAINS AND CATCH BASINS, FINA~ GRADES SHALL BE ACCEPTABLE TD THE LANDSCAPE ARCHITECT BEFORE PLANTING □PERATl □NS \./ILL BE ALLD\./ED TD BEGIN, PLANTING SURFACES SHALL BE GRADED \./ITH ND LESS THAN 2 PERCENT SURFACE SLOPE FDR POSITIVE DRAINAGE, ALL ROCK AND DEBRIS SHALL BE REMOVED FROM PLANTING AREAS AND THEN FROM THE SITE IN ACCORDANCE \./ITH THE F □LLD\./ING CRITERIA, 1" DIA, IN LA\./N AREAS, 2' DIA, IN SHRUB AR[A. 2" DIA IN HYDR □SEED AREAS, FINISH GRADE SHALL BE 2" BELO\./ FINISH PAVING SURFACE IN SHRUB AREAS, PLANTING INSTALLATION TIMING, ACTUAL PLANT'NG SHALL BE PERFORMED DURING THOSE PERI□DS \./HEN \./EATHER AND S □IL C □NDITl □NS ARE SUITABLE AND IN ACCORDANCE \./ITH LOCALLY ACCEPTABLE PRACTICE, LAYOUT OF TREES, ALL TREES (24" BOX SIZE AND LARGER) SHALL BE PLACED IN THE LANDSCAPE PER THE DIRECTION □F THE LANDSCAPE ARCHITECT PRIOR TD INSTALLATION □F IRRIGATI □N SYSTEM, THE TREES SHALL THEN BE MOVED SD THAT PLANTING HOLES CAN BE EXCAVATED AND AMENDED, THE TREES SHALL THEN BE INSTALLED IN THEIR RESPECTIVE HOES AND POSITIONED IN THE HOLES PER DIRECTION OF THE LANDSCAPE ARCHITECT, LAYOUT PLANTING, L □CATI □NS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT ALL CONTAINER PLANTS SHALL BE SET BY THE CONTRACTOR IN THEIR FINAL LOCATION IN THEIR RESPECTIVE CONTAINERS PRIOR T~ DIGGING HOLES AND/DR PLANTING. ALL PLANT L □CATI □NS SHALL BE CHECKED FDR POSSIBLE INTERFERENCE \./ITH EXISTING UNDERGROUND UTILITY LINES, BACKFILL FDR TREES AND SHRUBS, SHALL BE AS SPECIFIED IN SECTION 2,03 IF ARTIFICIAL DRAINAGE IS REQUESTED, THEN DRAINS SHALL BE INSTALLED FIRST, THEN BACKFILLED \,/ITH S □IL, DISPOSAL OF EXCESS S □IL AND DEBRIS, ALL EXCESS EXCAVATED SUBS□IL, ROCKS AND DEBRIS SHALL BE LEGALLY DISPOSED □F □FF THE SITE BY THE CONTRACTOR AT HIS COST DR UTILIZED □N THE SITE AS DIRECTED BY AND AT THE OPTION □F THE LANDSCAPE ARCHITECT, 3,06 A, B C. D, E, F, G, H, K, L, M, N, 3,07 A, B C, D, E F PLANTING TREES, SHRUBS AND VINES S □IL M □ISTURE LEVEL PRI □R TD PLANTING SHALL BE ND LESS THAN HORTICULTURALLY ACCEPTABLE, THE CONTRACTOR SHALL REQUEST APPROVAL OF M □ISTURE, AND IF FOUND TD BE INSUFFICIENT FOR PLANTING, THE PI_ANTING PITS SHALL BE FILLED \./ITH \./ATER AND ALLD\./ED TD DRAIN BEFORE STARTING ANY PLANTING OPERATIONS, ALL EXCAVATED HOLES SHALL HAVE VERTICAL SIDES \./ITH ROUGHENED SURFACES AND SHALL BE □F THE MINIMUM SIZES CASES \./ITH □UT INDICATED □N DRA\./INGS, HOLES SHALL BE IN ALL LARGE ENOUGH TD PERMIT HANDLING AND PLANTING INJURY DR BREAKAGE OF ROOT BALLS DR ROOTS, EXCAVATI □N SHALL INCLUDE THE STRIPPING AND STACKING □F ALL ACCEPTABLE SOIL ENCOUNTERED \./!THIN THE AREAS TD BE EXCAVATED FOR PLANT PITS AND PLANTING BEDS, PROTECT ALL AREAS THAT ARE TD BE TRUCKED □VER AND UPON \./HICH SOIL JS TD BE TEMPORARILY STACKED PENDING ITS RE-USE FDR THE FILLING □F HOLES, PITS AND BEDS, PLANTS SHALL BE REMOVED FROM CONTAINERS IN SUCH A MANNER THAT THE BALL □F EARTH SURROUNDING THE ROOTS IS NOT BROKEN, AND THEY SHALL BE PLANTED AND \./ATERED IMMEDIATELY AFTER THE REMOVAL FROM THE CONTAINERS, THE PLANTS SHALL BE PLANTED AT APPROVED LOCATIONS \./ITH THE HERETOFORE SPECIFIED AMENDMENTS AND SOIL PLANTING BACKFILL, BACKFILL SHALL BE PLACED AT THE BOTTOM OF EACH HOLE AND THOROUGHLY \./ATERED AND COMPACTED TD A DEPTH SD THAT \./HEN A PLANT IS PLACED IN THE HOLE, ITS R □□T CRD\./N IS SLIGHTLY ABOVE THE ESTABLISHED FINAL GRADE, AND UNLESS □THER\./ISE NOTED SHALL BE RAISED DR REPLACED AS DIRECTED BY THE 0\./NER'S REPRESENTATIVE, PLANTING TABLETS SHALL BE PLACED IN EACH PLANTING HOLE AT THE F □LLD\./ING RATES AND PFR THE MANUFACTURER'S REC □MMENDA TI □NS,; 1 -5 GRAM TABLET PER INDIVIDUAL LINER AND FLAT SIZE PLANT, 1 -21 GRAM TABLET PER GALLON CONTAINER, 3 -21 GRAM TABLETS PER 5 GALLON CONTAINER, 4 -21 GRAM TABLET PER 15 GALLON CONTAINER, 1 -21 GRAM TABLET PER EACH 4 INCH BOX SIZE, RANDOM TESTING TD VERIFY PLANTING TABLET INST ALLA TI □N SHALL BE CONDUCTED BY THE D\./NER'S REPRESENTATIVE, ND PLANT \./ILL BE ACCEPTED IF THE R□□TBALL IS BROKEN DR CRACKED, EITHER BEFORE, DURING, DR AFTER THE PROCESS OF INST ALLA TIDN, ALL PLANTS SHALL BE THOROUGHLY \./ATERED TD THE FULL DEPTH OF EACH PLANTING HOLE IMMEDIATELY AFTER PLANTING GUYING, ALL TREES AND OTHER PLANTS INDICATED □N THF PLANS SHALL BE GUYED AS DETAILED, THE CONTRACTOR SHALL BE RESPONSIBLE FDR ALL SURFACE AND SUBSURFACE DRAINAGE REQUIRED \./HICH MAY AFFECT HIS GUARANTEE OF THE TREES, SHRUBS AND VINES, PRUNING AFTER PLANTING SHALL BE REQUIRED □NALL TREES, SHRUBS, AND VINES \./HEN NECESSARY TD PROVIDE THE SPECIFIED DR APPROVED STANDARD SHAPE~, FORM AND/~R SIZES CHARACTERISTIC TD EACH Pl.ANT, PRUNING MAY INCLUDE THINNING, TOPPING, AND/DR CUTTING AND SHALL BE UNDER THE DIRECTI □N OF THE LANDSCAPE ARCHITECT CUTS □VER 3/ 4-INCH IN DIAMETER SHALL BE PAINTED \./ITH AN APPROVED TREE SEALANT, ALL TREES 24" BOX AND LARGER SHALL BE SPOTTED, PLANTING GR□UNDC □VER GR □UNDCOVERS SHALL BE PLANTED IN THE AREAS INDICATED □N THE PLANS AND SHALL BE FREE OF SURFACE ROCK □VER 2" IN DIAMETER AND DEBRIS, IF THE TOP FOUR C4l INCHES OF S □IL IN THE AREA TD BE PLANTED IN GR □UNDC □VER IS NOT SUFFICIENTLY M □IST CHDRTICULTURALLY ACCEPTABLE STANDARDS), THE AREA SHAL~ BE TH□R □UGHL Y IRRIGATED AND ND LESS THAN T\./El. VE HOURS SHALL PASS BEFORE PLANTING, GR□UNDC□VER PLANTS SHALL BE GRD\./N IN FLATS, VARIE[Y INDICATED □N THE PLANT LIST, FLAT GRD\./N PLANTS (ROOTED CUTTINGS> SHALL REMAIN IN THOSE FLATS UNTIL TRANSPLANTING, THE FLATS S □IL SHALL. CONTAIN SUFFICIENl M□!STURE SD THAT IT \./ILL NOT FALL APART \./HEN LIFTING THE PLANTS, PLANTS SHALL BE PROTECTED AT ALL TIMES TD PREVENT DRYING □F THE ROOT BALL GR□UNDC□VERS SHALL BE PLANTED IN STAGGERED, RANDOM RD\./S AND EVENLY SPACED UNLESS □THER\./ISE NOTED AND Al INTERVALS CALLED □UT IN THE DRA\./INGS, THE SIZE OF PLANTING EXCAVATI □N FDR GR□UNDC□VER SHALi_ BE AT LEAST T\./ICE THE DEPTH OF THE ROOT BALL, EACH PLANT SHALL BE PLANTED IN A MANNER THAT \./ILi ENSURE MINIMUM DISTURBANCE OF THE ROOT SYSTEM, BUT Ir, ND CASE SHALL THIS DEPTH BE LESS lHAN T\./D NODES E~CH GR□UNDC□VER PLANT SHALL BE PLANTED \./ITH □NE 5 GRAM PLANTING TABLET INCORPORATED INT □ THE ROOT ZONE, PLANTING AREA SHALL BE HAND-SMOOTHED AFTER PLANTING TD PROVIDE AN EVEN AND SMOOTH FINAL FINISHED GRADE, TD AV□ID DRYING OUT GR□UNDC□VER, PLANTS MUST BE IRRIGATED AFTER PLANTING, THIS MAY BE DONE MANUALLY DR BY USING THE INSTALLED IRRIGATI □N SYSTEM, REPEATED APPLICATIONS MAY BE REQUIRED, ESPECIALLY ON A Sl_OPING SITE, THIS INITIAL IRRIGATI □N SHALL CONTINUE UNTIL A ZONE AT LEAST T\./ICE THE DEPTH □F EACH HOLE IS THOROUGHLY MOISTENED 3,10 A, B, POST FERTILIZATI □N TREES -POST FERTILIZATI □N SHALL OCCUR AT 100 DAY INTFRVALS AFTER PLANTING, BORE HOLES AROUND DRIPLINE (VARIOUS DEPTHS> AND APPLY FERTILIZER AT THE RATE □F 1 LB, PER 1' CALIPER IN HOLES, FERTILIZER SHALL BE \./IL - GR □ 14-7-3, SHRUBS -POST FERTILIZATION SHALL OCCUR 60 DAYS AFTER PLANTING AND APPLY FERTILIZER AT THE RATE OF 1 TEASPOON PER EACH 1 GALLON PLANT AND 1 TABLESPOON PER 5 GALLON PLANT FERTILIZER SHALL BE (14-7-3) \./IL-GR □ DR APPROVED EQUAL, C, GR□UNDC □VER AND LA\./N AREAS -POST FERTILIZATI □N SHALL OCCUR 60 DAYS AFTER PLANTING AND APPLY FERTILIZER AT THE RATE OF 7 LBS/1,dOO SF, FERTILIZER SHALL BE 04-7- 3) \./IL-GR □ DR APPROVED EQUAL D, ALL PLANTED AREAS SHALL RECEIVE NAIAD \./ETTING AGENT. 4 DZ, PER 1,000 SF, 45 DAYS AFTER THE START OF THE MAINTENANCE PERl □D, 3,11 GENERAL MAINTENANCE AND ESTABLISHMENT PERIOD A, GENERAL, MAINTENANCE DPERATI □NS SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND SHALL BE KEPT IN A HEAL THY, GRD\./ING CONDITION BY \./ATERING, FTRTILIZING, PRUNING, SPRAYING, \./EEDING AND ALL OTHER NECESSARY □PERATI □NS □F MAINTENANCE, ALL AREAS SHALL BE KEPT FREE OF \./EEDS AND NOXIOUS GRASSES AND CLEAN AND FREE □F ROCKS, CLODS, AND DEBRIS, ALL PAVING AND \./ALKS SHALL BE KEPT CLEAR, CLEAN AND \./ASHED DD\./N, B, ESTABLISHMENT PERI □D, TREES, SHRUBS, VINES AND GROUND COVERS -THE ESTABLISHMENT PERIOD SHALL BEGIN ON THE DATE THAT THE CONTRACTING OFFICER INSPECTS AND GIVES \./RITTEN PR □VISI □NAL ACCEPTANCE OF THE \./ORK AND SHALL BE NINETY (90) CALENDAR DAYS THE ESTABLISHMENT PERI □D MAY BE EXTENDED DR SHORTENED AT THE DISCRETION OF THE LANDSCAPE ARCHITECT, C. MAINTENANCE □PERATI □NS, PLANTS SHALL BE KEPT IN A HEAL THY, GRD\./ING CONDITION BY \./ATERING, PRUNING, MO\./ING, RESEEDING, ROLLING, RES □DDING, TRIMMING, EDGING, FERTILIZING, RESTAKING, PEST CONTROL, SPRAYING, \./EEDING AND ALL OTHER NECESSARY OPERATIONS □F MAINTENANCE, PLANTING BEDS SHALL BE KEPT FREE □F \./EEDS. GRASS AND OTHER UNDESIRED VEGETATIVE GRD\./TH, AND LA\./N AREAS SHALL BE KEPT FREE FROM ALL \./EEDS, DURING THE SPECIFIED MAINTENANCE PERl □D, ALL PLANTS THAT ARE DEAD DR SEVERELY DISTRESSED SHALL BE REPLACED IMME DIA TEL Y, ALL SEASONAL COLOR, ANNUALS DR PERENNIALS SHALL BE MAINTAINED IN A VIGOROUS, HEAL THY C □NDITI □N THROUGH THE MAINTENANCE PERIOD D EXTENDED MAINTENANCE, \,/HEN, IN THE □PINI □N □F THE LANDSCAPE ARCHITECT, THERE IS IMPROPER MAINTENANCE, POOR DR UNHEALTHY CONDITION □F PLANT MATERIALS, THE CONTRACTOR SHALL BE RESPONSIBLE FDR ADDITIONAL MAINTENANCE OF THE \./ORK AT ND ADDITIONAL COST TD THE CONTRACT UNTIL ALL THE \./ORK JS ACCEPTABLE, E PR □TECTI □N, THE CONTRACTOR SHALL BE RESPONSIBLE FDR PROVIDING ADEQUATE PROTECTION □FALL PLANTING AREAS AGAINST TRAFFIC DR OTHER USE BY ERECTING FENCING DR OTHER ACCEPTABLE MEANS IMMEDIATELY AFTER THE PLANTING IS COMPLETED, \./ARNING SIGNS AND BARRICADES SHALL BE PLACED IN VARI □US HIGH-TRAFFIC AREAS, DAMAGED AREAS SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR, F \./EEDING AND CULTIVATING, ALL TREE, SHRUB, GR□UNDC□VER AND HYDR □SEEDED AREAS SHALL BE KEPT FREE □F DEBRIS AND \./EEDS, GR □UNDC □VER AND SHRUB AREAS SHALL BE KEPT FREE OF DEBRIS AND \./EEDS, GRDUNDC □VER AND SHRUB AREAS SHALL BE CULTIVATED AT INTERVALS OF NOT MORE THAN FOURTEEN (14) DAYS MINIMUM, G, REPLACEMENT, DURING THE MAINTENANCE PERl □D, PLANTS \./HICH DIE DR \./HICH ARE IN AN UNHEALTHY OR BADLY IMPAIRED CONDITION SHALL BE REPLACED BY THE CONTRACTOR \./!THIN FOURTEEN (14> DAYS AFTER UNSATISFACTORY C □NDITI □N IS EVIDENT ND REPLACEMENT OF PLANTINGS SHALL BE MADE IN ANY SEASON DEFINITELY UNFAVORABLE FDR PLANTING, AT THE C □NCLUSI □N □F THE MAINTENANCE PERI □D. THE LANDSCAPE ARCHITECT \./ILL MAKE AN INSPECTION □F THE \./ORK TD DETERMINE THE CONDIT I □N □F ALL PLANTS, ALL UNHEALTHY PLANTS SHALL BE REMOVED FROM THE SITE AND REPLACED \./ITH PLANTS OF THE SAME KINDS AND SIZES AS □RIGINALL Y SPECIFIED, SUCH REPLACEMENT SHALL BE MADE IN THE SAME MANNER AS SPECIFIED FDR THE ORIGINAL PLANTING AND AT ND EXTRA COST TD THE D\./NER, H, ACCEPTANCE, AT THE C □NCLUSl □N OF THE MAINTENANCE PERI□D, AN INSPECTION SHALL BE MADE BY THE LANDSCAPE ARCHITECT, UPON \./RITTEN NOTICE REQUESTING INSPECTI □N BEFORE ACCEPTANCE, MAINTENANCE PERI □D SHALL CONTINUE UNTIL ALL DEFICIENCIES ARE CORRECTED, LANDSCAPE SPECIFICATl□NS FDR: APPROVED FDR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE LOCATION □F PLANTING AREAS. P.E. I REVIEWED INSPECTOR "AS-BUILT EXP, BY: " DATE I ; I • I I l DATE t-----t---+--------·-·------·------+------+------+--------4---l ~ CITY OF CARLSBAD I SHEETS I l-r:::====:====:============-------_·-=========-----=====:==--==:---_-_-_++----_-_-_-_;-_-_-_-_-1---1 L__<:S_J PLANNING DEPARTMENT 8 ! I IWm•SI JAMES P. BENEDETTI LANDSCAPE ARCHITECT 4403 MANCHESTER AVE. SUITE 201 ENCINITAS, CA 92024 760/479-0644 FAX 760/479-0645 I BOB BAKER CHRYSLER JEEP j 1-----+-----+---------··· _-_--------.----+--+--------+-_---1--1 ,,' 5555 CAR COUNTRY DR. i,. r --·--j----(----------------~-----------+----_···-=-:.-=--=--=--=-=====::: l CARLSBAD, CA I =====:====:=====-----·--=----_-_-_-_-_-_-_---:._-._-_-_-_-_-_-_---++_-_-._-_-:_-_-_-_-:_-_-_-_-:_'---_-_---1-l I APPROVED ft-.J..( (;r, ~~--~\~ II . PLANNING DATE ~=;::::====;-;::,=-=-=-=-=-=-=-=-==-=,;;::-=-=-=--=--= ---+----+----+---l OWN BY· ---PROJECT NO. DRAWING NO. I DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: 9B 464 1 ENGINEER or WORK REVISION DESCRIPTION oT,,rn APPROVAL CITY APPROVAL RVWD 13Y: SDP-88-0 -1 L ,. ... ", ____ ,, ____________________________________________ ,,,L ________________ --1==-::~.::,i ___________ L=:.::.:.=..L,:::_::.:,:::::.,,,,,1===:=~~=======:;:=.=~======.:,JI CJi.W.D.