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HomeMy WebLinkAboutDWG 434-2L; RP 04-17; PINE AVENUE UNITS; 01-07FOTABLE ~ATER SYSTEM (Private) APN 204-0e1-01: 501 PINE AVENUE DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. ' I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPA:lTMENT OF ENVIRONMENTAL !HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM NAMES & ADDRESSES: WILKINSON DESIGN GROUP 2810 ROOSEVELT ST., CARLSBAD, CA 92008 PHONE NO(S): ( 760 )434-2152 REGISTRATION NO(S): RLA 1999 EXPIRATION DATE: EXP. DATE: 4-2006 c.arlsbad C.a 160 -434-.2152 ~ I{) ~ ~ 8 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. SHEET TITLES SHEET NUMBERS TITL.E SHl:E:T 1 "' 11'.1'.l<&A Tl<'N PL.ANS, ::? NOTES 4 L.E<&l!NDS 11'.Fil.l<&ATION t'eTAIL.5 e lfli'.fli'.IC:S,ATION 4-$ SPl:Clf"ICATIONS PL.ANTIN<=, PL.ANS, 6 L.E:c::,ENt'S 4 t'ET Al!..S P!..ANTIN<S , eiPE:FICATl<'Ne In•pection Procedures: Inspection of the project shall be performed by the Landscape Architect of the Work, or his designated agent. Refer to the specifications for the schedule of required inspections and required submittals. Following completion of the work, the Landscape Architect of the Work will certify that the installation has been completed by submitting the "Final Landscape Certification Form". A request for a final landscape inspection by the City must also be made by calling the Inspection Request Line. "~'inal Landscape Certification Form" Fax to: 760-944-8943. Landscape Inspection Request Phone Linc: 760-602-4602 All irrigation backflow preventer,, shall be tested by a certified tester and results must be given to the City and the Carlsbad Municipal Water District. Pipe between the meter and backflow preventer shall be "Schedule K hard Copper". Approved contract backtlow testers can be found on the City web site at www.ci.carlsbad.ea.us/pdfdoc.html"pid•cJ4Q or by calling 760A38-2722. VICINITY MAP ('I C.ARL5BAD VILLAGE DR. ~1----1...,.;; ..... ...;;;;,_;;;...;....;;;.. ..... .;;,;;-...;;..;;.... ......... ffi II ~ ~ Ei II ~ > ~ JI ~~ TITLE REVIEWED BY: INSPECTOR "AS BUil T" DATE DATE ~ jll 51TE "--' Ei ~II SHEET 1 CITY OF CARL'SBAD PLANNING DEPARTMENT SHEETS 1 i11 II Project Adclress 501 Pine Ave. LANDSCAPE PLANS ine Avenue Units i-:-N.:.:O:.:.i. ____ __::D:.:::Eo:::SC::,Rc::IPc...T:.:,:IOe,N::...._ ___ --l'-"AP'--'P.!.R,.,,OC!.VE,::,D"l--"'DA:..,.T.:..,E:-i DEVELOPERS NAME: Pine Associates LLC --------------+----+----I ADDRESS: 12937 Pomerado , Suite A DISTRICT APPROVED CHANGES ( 'o.d Poway Ca 92064 APPR'OVED ~ lf 14:./ 0 ~ TELEPHONE: 858-486-0526 ASS,STANT MNING DIRECTOR DATE t=j=========================t=====j====j~D-A-TE-P-LA_N_P-RE_P_A_RE_D_: ...,.10~. :'.:5'.:_'..:'._':2~0'::...:0:::.5:::. ~~~~~~~~=.-!ioiRRWNWNIBWY:~RD. W. PROJECT NO. ORA 'MNG NO. l---+-------------11-----1---1 BY: Y'IILKIN50N DESIGN GROUP CHCKD BY: R. w. RP 04-17 494-.2L L---------------------------~~===~;;;;;;;;;;;;;;;;;;;;~~~~~~~~=~;;;;;;;;,;;;;,;;;;;;;;;;;~ ~·, SHEET .LOF .xl.SHEETS -.10 .....,_ 30' off curb 1 I I I I I I 26'off I I I curb! I I ! ! l~~lc=,ATION PL.AN - -- AS 5UITL.S 5'-7" off edge of walk :5 1k'. SCAL.E! Carlsbad c.a 760 -434-2152 ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLANCHECKER DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. I I "AS BUil T" ______________ D_A_TE __ --i '"'": REVIEWE~ BY: ~ A"" _ ,.... 1:f.,,J~ t 6r-~ 1· /I,,, ·q] .,, ~ INSPECTOR DATE r W 1-------11----+-------------+--+----t--+---tl SH~ET I CITY OF CARLSBAD I S~EETSI --• ..C:::, ""' PLANNING DEPARTMENT "' ::==:::::...==::::::::::::::::::::::::::::::::::::::::::::===::'..====: ......... GI ' DATE INITIAL DA 1E INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTI-IER APPROVAL CITY APPROVAL l~~IG,ATION -".AS EIUIJ.. TS" p..J Pine Avenue Units -r- APPROVE ASSISTANT PLANNING DIRECTOR OWN BY: WDG CHKD BY: ~w,,p,,_G_ RVWD BY: WDG PROJECT NO. RP-04-17 /--/9-07 DATE DRAWING NO. 434-2L NOTES: I . THERE SHALL BE NO FITTINGS OR CCJ\INECTIOlll$10 ()1l-£R FAOUllES BETWEEN 1l£ ME1ER AND BAO<FWII ASSEMBlY. . ll 2. 6/lO',FlD,N Fl'£VEN1ER MAY NOl"EIE I 1NST!UJ-fl). IN A.lllUC RIGHT. ·Of'•Wl>I(.., 3. CCf'6TRUCT 2' HIGH RE1JIINING WAU. O'I 3 SIDES a 8AO(F1.Cltl PRE\IENTERv.tENINSm.LEDCN ' 4'1 OR ~TER SUll'E. (FEN EN> I SHAU. BE AT ~11U. SIDE CJ' SLOPE. PfUJ10:: 2 HffilZONTAL C1.fAAANCE BETWEEN WALL /WJ BACKFI..OW ~NTER. 4. 00 NOT INSTAU. IN /Jf£A 2 SU8JF.CT 10 FU'.XXJING. 12"MIN. 36'MAX. 3 I APPROV£0 VAf.VE BOX FINJSH GRADE NIPPLE & UNION PRESSURE: MAIN LINE ANGLE TO SPECIFlEO DEPTH WITH 45-0EGREE £l80W$, size: PER ORAW!NGS, SALL VALVE BRICK SUPPORTS THREE REQUIRED PVC SCH, 40 MALE: AO>.PTOR TYPICAL. TWO PLACES PEA GRAVEL (MIN. 2 CU.FT) APPROVED VALVE BOX 1/2" STAINLESS STEEL HOSE CLAMP. 3 REQUIRED FINISH GRADE PEA GRAVEL. 2 CUBIC FEET MIN. PRESSURE SUPPLY LINE BRASS 90 DEGREE STREET ELL QUICK COUPLING VALVE. TOP OF VALVE SHALL 8E 2• BELOW VALVE BOX COVER 1 " IN TURF' AREAS 2" IN SHRUB AREAS BRASS OR COPPER NIPPLE LENGTH AS REQUIRED BRICK SUPPORTS (THREE REQUIRED) PRESSURE LINE F'ITTINC BRASS 90 DEGREE STREET ELL APPROVED VALVE BOX REMOTE CONTROL VALVE BAASS OR COPPER NIPPLE & UNION. PVC SCH. 40 MALE ADAPTER FINISH G:RADE PVC SCH. 80 NIPPLE, Lr.NGTH AS REQUIRED TYF'. TWO P CES. PVC LATERAL LINE ANGLE TO SPECIFIED DEPTH WITH 45-0EGREE EL80WS IZE PER DRAWINGS PRESSURE MAIN LINE APPROVED WATERPROOF CONNECrORS EXPANSION LOOP PVC SC.40 ELBOW 1" TURF AREAS " SHRUB AREAS 1e• MIN, SRICK, ONE AT EACH CORNER OF VALVE BOX CONTROL AND COMMON WIRES. TAPE WIRES TO MAIN LINE PVC SCH. 40 TEE OR ELBOW NON PRESSURE LATERAL LINE CLEAN BACKFlLL CONTROL WIRES NOTES: 1. INSTALL CONTROL AND \'ALVES MINIMUM 2' APART, 2' FROM NOTES; FINISH GRADE: 1-----"6 ....,..., -l!l''M!N, MIN. 2" Of CLEAN EARTH 11)" MIN. ON RECYCLED MAINS INSTALL TWO (2) WARNING TAPES AS SHOWN. TYPICAL PRESSURE SUPPLY LINE MOTES: STRUCTURES OR HAROSCAPE IN SHRUB AREAS. 1. BELOW F'AVED AREAS A MINIMUM OF 6,. LAYER OF CLEAN FILL SA.NO 1. BALL VN..Vt.S 2 112 .. ANO lARCER SHALL BE AWWA APPROVED AND #4 REBAR STAKE J6" LONG 8r{A$S OR COPPER 2. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF' VALVE BOX. SHALL BE INSTALLED ABOVE AND BELOW PIPING. 1. METE!=t 4 VALVE (by Dietric..t) 6. APPP.OVeD BACl<.FLOY'i HAVE A 2~ SQIJAAE OPERATING NUT IN LIEU OF BRASS HANDWHEEL NIPPLE LENGTH AS 3. PLACE BOXES AT ~IGHT ANGLES TO HARDSCAPE OR STRUCTURES, 2. PROVIDE MINIMUM COVER OF 24" ON PRESSURE SUPPLY LINES 3" .2, SRAee R\SER PR.EV!:NTfR. ASSEMBLY ANO FLANGE CONNECTIONS IN LIEU or UNIONS, REQUIRED 4, PIPE UPSTREAM OF VAf.VE ASSEMBLY IS EQUAL IN DIAMETER TO AND LARGER. 2. BALL VALVES S" AND LARGCR SHALL KAY£ TRANSIT ADAPTERS. NOTE: DOWNSTREAM PIPING OF VALVE ASSEMBLY. lf NECESSARY, ADO S. BRASS qo ELBOY'i (THf'tEA.DeD FITTINGS) i. 1 CUBIC, FOOT (.2000PSI) 3, PLACt PEA GRAVEL PRiOR TO INSTALLATION OF VALVE. BOX 1. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVf BOX REDUC[-BUSHJNG TO BRING PIPING DIAMETER TO REMOTE CONTROL 3. WHEN USING RECLAIMED WATER , MAINTAIN MINIMUM 10' HORIZONTAL 4 • B ~ •~~ NIPP' c TH~"ST BL~. 4. BALL VALVE SrlALL 8£ INSTALLEO IN SHRU8 ARfAS UNLESS 2. FOR RECLAIMED WATER USE PURPLE LID ON ALL VALVE BOXES. VALVE SIZE. REFER TO IRRIGATION CONSTRUCTfON DOCUMENTS FOR SEPARATION 8E'f'VI.IEEN POTABLE AND RECLAIMED PRESSURE LINES. f',J""l-1--' w-r-.v I" OTHERWISE APPROVED PIPING SIZE. WHERE LINES CROSS, PROVIDE PVC SLEEVE FOR POTABLE LINE S. BRASS UNION e. METEf.e. eox (by t,,l_s.t_r_lc._t_J __ .....j_~--------•-·_'o_•_•,_c_LAJ_"_'o_w_"_'"_"'_'_P_""_'LE_,_'o_o._AU. __ vAL_"'_"°_'_"_· _________ J_ __ ~ ________ ;._sc_c_n_2_0_c_c_N_ERA_L_N_o_Tc_m_•_•_cc_Y_c,_,_o_w_,_T,_•_o_u_,c_"_co_u_•_,c_•_s_. -----lf---,------'·_'_"_•_•_cc_vc_,_'°_'"_"_'R_us_,_e_u_,_•L_c_L_"_o_N_,_,_,_v,_,_vc_•o_,_••-·----------+---,-----M-IN_1_M_u_M=10_·_EA_c_H_s_1_0E_o_F~R-EC_LA_1M_E_D_w_A_T_E_R_L_1N_E ______________ -f 1 BACKFLOW PREVERTER IIAOUNT AUTOMATIC CONTROLLER ON TRASH ENCLOSURE BLK WALL EFOR STONE VENEER I A.ODE CONNE:CT CONTROLLER TO RE:MOTE POSIT!ON RAIN SENSOR FDR AUTO SHUT OFF MOUNT ON FENCE PILASTER COORDINATE REQUIRED Sl.EEVES FOR WIRES WITH ENCLOSURE CONSTRUCTION~ SET ON PT 4X4 POST SET IN ----1- 1 CUBIC fOOT CONCRETE BASE II REMOTE CONTROL VALVE WIRES: ON-OFf $WITCH ,----,,!!!M,I AWG UF' (114 SECURE WIRES TO CONTROL UNIT AT Ts:AMINALS PROVIDED IN CONTROL UNT, EXTEND ONE COMMON WIRE TO ALL R.c.v:s AND ONE CONTROL WIRE TO EACH R.C.V. (lYPICAL) COMMON WIRE SHALL BE TIED INSIDE PROTECTIVE ENCLOSURE WHEN REQUIRED. ON ON ITERIOR I S!llE OF WALL II I 111 I 111 I 111 I 111 ~ I l!l I L,r! 1 /2" BY ~-FOOT MIN. COPPER GROUND RDO. CONCRETE FOOTING COND\JIT ANO IRRIGATION INTERCONNECT WHEN REQUIRED ELECTRICAL CONDUIT TO SOURCE CONTROL UNlT REQUIREMENTS 120 V., 60 Hz, 2 AMP. MAX, PVC SWEEP ELSOW SIZE AS REQUIRED 6 NOTES: 1. COMMON WIRE TO BE WHITE AND CONTROL WIRES TO BE COLOR CODEO. 2. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER ANO R.C.V .. 3. ALL WIRING • CONDUIT OR PLUMBING TO GO THROUGH BOTTOM OF CONCRETE FOOTING. 4. AFTER ESTABLISHMENT OF ALL PLANT MATERIAL CONTROLLER SHALL BE PROGRAMMED TO IRRIGATE SOlELY DURING NIGHTTIME (1YPICAL) 5.CONNECT CONTOLLER TO RAIN S'ENSOR CONTROLLER IRRIGATION PRESSURE C.ALC.lJLA TION5 Pl'tO..Jl!GT NAME:: DATE:: Y'IATI!flt Dl5TIII.IC.T: H<:>L.: M~ I..OCATION: Ml:Tl:flt !::LeYATION: M!:TE:l't 51ZE:: 5T ,•iTIC. PRE:5a!Rc ot METeR: P~~ DATA SOUF'Cl::: VALVI! • VALVE! 5IZE: MAXIMUM DSMAND: PINE! AVE:. UNl'T'5 JULY 2"1.05 CAAL.56AD 255 1YLE:R5T 46.0 S/411 en c&AIL ot Dl5TIII.ICT A 1" 1:2.4e 6PM !"IP!: PIPE: M,',.INLINE! 51:CTION c.t.A55 51ZE U:Nc&TH A 40 1" 110 6f"M l.055 1:2.4e 6.11 A. TOTAL MAINLINE 5Y5TE:M LG,55 6.11 PIPE PIPE LA T!:AAL. I.IN!! 5eGTION C.LA55 SIZE: LE!Nc&TH 6PM L.055 A 200 1" 1:2' 12.4e :2.28 B 200 1" 10' 10.5e 1.56 C 200 9/4" ,o· "1.e:2 4.5 D 200 5/4" 10' 6.0e 1.be E 515 1/:2" 10' :2.bb 1.0 F 515 1/2" 10' 1."I .1e 6 915 1/2" ,o· 1.14 .:25 H 915 1/.2" 10' .5e . 1 6. TOTAL LATE:AAL 5Y5TE:M L.055 15.:25 l 3ft 2 BALL VALVE FINISH GRADE: LATERAL LINE, SIZE PER DRAWINGS PVC SC. 40 STREET ELBOW NOTES: HIGH POP-UP HEAD 12" MIN. PVC SCH. 80 NIPPLE, SIZE AND LENGTH AS REQUIRED lYPICAL TWO PLACES PVC SCH. 40 ELBOW PVC TEE (SXSXT) OR ELBOW PVC SCH. 40 STREET ELBOW 1. LOCATE HEAD3 6" FROM SIDE WALK, CURB ETC. 2. INSTALL HEADS FLUSH WITH TOP Of' HAROSCAPE AT INTERSE:CTfONS AND CORNERS. 3. USE TEFLON TAPE ON ALL MALE THREADEO FlTT!NGS EXCEPT HEAD. 4. WHERE NOTED CHECK VALVE SHALL BE INSTALLED UNDER HEAO USINC SCHEDULE 80 NIPPLE. 7 12" POP-UP SPRINKLER HEAD MISC.l!LLAN!:OU5 LOS5/6AIN Y'IATcl'1. M~: BACl<FLOl"I Fl'tEVE!NTeR: MA5TE:R CONTROL VALVE: FLOIIII 51::NSOI<.: BALL VALVl::(5) CONTROL. VAL. VI:: H!:AD L.055/6AIN IN SY5TE:M: C.. TOTAL. MISC.. L.055/c&AIN D. TOTAL 5Y5TE:M LOS5/6AIN (A+S.C.) !::. FITTIN65 L.055 Z(1S% OF TOTAL L055) F. MIN. R.EG. PRE55URI=: TO OPE:AATE: Hl::AOS: 6. PRESSURE SUPPL.I1:D BY PUMP: H. DeSl6N PRE55URE (D+e+F): I. PRE:S5URE AVAIL.ABU: AT METER: J. RJ:5IDUAL Fl'tE55URE: 2.4 10.0 2.0 5.0 11.4 5i.96 5.6 :25.0 NA 61."16 e,; 1"1.04 3 8 QUICK COUPLING VALVE 4 REMOTE CONTROL VALVE 5 TYPICAL TRENCHING FINISH GRADE LATERAL LINE. SIZE PER DRAWINGS PVC SCH. 40 STREET ELBOW NOTES: POP-UP HEAD PVC SCH. BO NIPPLE, SIZE ,, .. MIN. ANO LENGTH AS REQUIRED TYPICAL TWO PLACES PVC SCH. 40 ELBOW PVC TEE (SXSXT) OR ELBOW PVC SCH. 40 STREET ELBOW 1. LOCATE HEADS 6" FROM SIDE WALK, CURB ETC. 2. INSTALL HEADS FLUSH WITH TOP OF HARDSCAPE AT INTERSECTIONS AND CORNERS. 3. USE TEFLON TAPE ON ALL MALE THREADED FITTINGS EXCEPT HEAD. 4. WHERE NOTED CHECK VALVE SHALL BE INSTALLED UNDER HEAD USING SCHEDULE 80 NIPPLE. CHeCK VAJ.'VE. SI AS RISER IATERA.L UNE, SIZE PER DRAWINGS MAALEX 90 DEGREE STREET ELBOW PVC SCH. 40 EL80W NOTES: 12" MIN. fAIC SCH. 80 NIPPLE, SIZE ANO LENGTH AS REQUIRED 'TYPICAL 3 PLACES F1NISH GRADE 12" MIN. J F'IC TEE (SX5"T) OR ~LBOW MARLEX 90 DEGREE STREET ELBOW 1. LOCATE HOOS 4 fT. FROM ALL PEDESTRIAN USES. 2. lJSE TEFLON TAPE ON ALL MALE THREADED FITTINGS EXCEF'T Hf.AO. 3. CONTRACTOR SHOULD TILT HEAD, AS REQUIRED, TO BEST surr SITE AND COVERAGE. 6" POP-UP SPRINKLER HEAD 9 SPRAY HEAD ON RISER I :s {i carlebad ca 1€,0 -434-2152 ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLANCHECKER DAT APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE , --1-----l------------t----,---t---t----t \ SH~ET I CITY OF CARLSBAD \ SH'iTS \ ,.... :==:::::..'==::::::P::L::A:::N::::Nl:::N:::G:::D::E::P:::A::::RTM:=::E:::N:':T==~==~ DATE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ,, IRRIGATION DETAILS Pine Avenue Units APPROVED ASSISTANT PLANNING OWN BY: WDG CHKD BY: _..WO.CL RVWD BY: _woo__ PROJECT NO. RP-04-17 r/,qo1&, DATE ORA WING NO.] 434-2L IRRIGATION SYSTEM PART 1.00 -GENERAL WORK INCLUDED CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, AND SERVICES NECESSARY TO INSTALL THE IRRIGATION SYSTEM AS INDICATED ON THE APPROVED DRAWINGS AND SPECIFIED HEREIN AND SHALL PERFORM ALL OTHER INCIDENTAL WORK NECESSARY TO CARRY OUT THE INTENT OF THIS IRRIGATION SPECIFICATION AND IRRIGATION DRAWINGS INCLUDING THE FOLLOWING: FURNISH AND INSTALL ALL PIPELINES AND FITTINGS. FURNISH AND INSTALL AUTOMATIC CONTROLLER, ALL ELECTRICAL CONNECTIONS AND CONTROL WIRING. FURNISH, ASSEMBLE, AND INSTALL MATERIAL DESCRIBED IN THIS SPECIFICATION AND AS INDICATED ON THE DRAWINGS. EXCAVATE AND BACKFILL TRENCHES. TEST ANO INSPECT SYSTEM. SIXTY DAY MAINTENANCE. ONE YEAR GUARANTEE. WORK NOTED AS "N.I.C" "EXISTING" OR ''TO BE SUPPLIED AND/OR INSTALLED BY OTHER . IS NOT A PART OF THIS SECTION. THE WORK IN THIS SECTION SHALL BE COORDINATED WITH ALL UNDERGROUND UTILITIES AND TRADES RESPONSIBLE FOR THEIR INSTALLATION. RELATED WORK SPEClflED ELSEWHERE LANDSCAPE PLANTING: DIVISION 2 ELECTRICAL: DIVISION 16 MECHANICAL: DIVISION 15 EXAMINE ALL DRAWINGS AND SPECIFICATIONS PERTINENT TO THE PROPER COMPLETION OF THE WORK. QUALITY ASSURANCE PERMITS: OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED BY ALL AGENCIES. ORDINANCES AND REGULATIONS: LOCAL, MUNICIPAL, AND STATE LAWS, AND RULES ANO REGULATIONS GOVERNING OR RELATING TO ANY PORTION Of THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPEClrlCATIONS, AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. ANYTHING CONTAINED IN THE SPECIFICATIONS SHALL NOT BE CONSTRUED TO CONFLICT WITH ANY OF THESE RULES AND REGULATIONS OR REQUIREMENTS OF THE SAME. HOWEVER, WHEN THE SPECIFICATIONS AND DRAWINGS CALL FOR OR DESCRIBE MATERIALS, WORKMANSHIP, OR CONSTRUCTION OF A BffiER QUALITY, HIGHER STANDARD, OR LARGER SIZE THAN IS REQUIRED BY THESE RULES AND REGULATIONS, THE PROVISIONS OF THE SPEClflCATIONS AND DRAWINGS SHALL TAKE PRECEDENCE. PROTECTION: ERECT AND MAINTAIN BARRICADES, WARNING SIGNS AND LIGHTS, AND PROVIDE GUARDS AS NECESSARY OR REQUIRED TO PROTECT ALL PERSONS ON THE SITE. UNDERWRITERS LABORATORIES: ELECTRICAL WIRING CONTROLS, MOTORS, AND DEVICES SHALL BE U.L. LISTED, AND SO LABELED. INSTALLER QUALIFICATIONS (FOR SOLVENT AND RUBBER GASKET JOINTS): EACH PERSON SHALL BE TRAINED BY THE MANUFACTURER'S REPRESENTATIVE IN TECHNIQUES FOR MAKING CORRECT JOINTS PRIOR TO PERFORMING WORK ON THE SITE. WORK OF THIS SECTION, THAT IS ALLIED. WITH THE WORK Of OTHER TRADES SHALL BE COORDINATED AS NECESSARY. SUPERINTENDENT: A SUPERINTENDENT SATISFACTORY TO THE OWNER'S REPRESENTATIVE SHALL BE PRESENT ON THE SITE AT ALL TIMES DURING PROGRESS Of THE WORK. THE SUPERINTENDENT SHALL NOT BE CHANGED, EXCEPT WITH THE CONSENT OF THE OW~IER'S REPRESENTATIVE THE SUPERINTENDENT SHALL BE AUTHORIZED TO REPRESENT THE CONTRACTOR. DISCREPANCIES: WHEN DISCREPANCIES EXIST BETWEEN DRAWINGS ANO SPEClflCATIONS, AND NO SPECIFIC INTERPRETATION IS ISSUED PRIOR TO BIDDING, THE DECISION REGARDING THIS INTERPRE noN WILL REST WITH OWNER'S REPRESENTATIVE, THE CONTRACTOR WILL BE COMPELLED TO ACT ON THIS DECISION AS DIRECTED. IN THE EVENT THE INSTALLATION DEVATES FROM THE DIRECTIONS GIVEN, IT SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. EXPLANATION OF DRAWINGS: DUE TO THE SCALE OF DRAWINGS, IT IS NOT POSSIBLE TO INDICATE All OFFSETS, FITTINGS, SLEEVES, ETC .. WHICH MAY BE REQUIRED. CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONS AFFECTING ALL OF THIS WORK AND PLAN THIS WORK ACCORDINGLY, FURNISHING SUCH FITTINGS, ETC., AS MAY BE REQUIRED TO MEET SUCH CONDITIONS. DRAWINGS ARE GENERALLY DIAGRAMMATIC ANO INDICATIVE Of THE WORK TO BE INSTALLED. THE WORK SHALL BE INSTALLED IN SUCH A MANNER AS TO AVOID CONFLICTS BETWEEN IRRIGATION SYSTEMS, PLANTING AND ARCHITECTURAL FEATURES. MANUFACTURER'S DIRECTIONS: MANUFACTURER'S DIRECTIONS AND DETAILED DRAWINGS SHALL BE FOLLOWED IN ALL CASES WHERE THE MANUFACTURERS USED IN THIS CONTRACT FURNISH DIRECTIONS COVERING POINTS NOT SHOWN IN THE DRAWINGS AND SPECIFICATIONS. WORK CALLED FOR ON THE DRAWINGS BY NOTES OR DETAILS SHALL BE FURNISHED AND INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS. THE CONTRACTOR SHALL NOT INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FJELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DISCREPANCIES IN EQUIPMENT USAGE OR AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISION NECESSARY. AT NO COST TO THE OWNER'S REPRESENTATIVE. SUBMITTALS WITHIN 20 DAYS AFTER AWARD OF CONTRACT, CONTRACTOR SHALL SUBMIT TO THE OWNER'S REPRESENTATIVE FOR APPROVAL FIVE (5) COPIES OF A DETAILED LIST OF EACH MATERIAL PROPOSED FOR USE IN THE PROJECT. PREPARE TYPEWRlmN MATERIAL LIST USING THE FOLLOWING FORMAT. DOUBLE SPACE BETWEEN EACH ITEM. ITEM NO. 1. 2. 3. DESCRIPTION PRESSURE SUPPLY LINES LAWN HEAD ETC. MANUFACTURER PAC. WESTERN RAIN BIRD ETC. MODEL NO. SCHED. 40 P.V.C. 1804-812 ETC. WITHIN 20 DAYS AFTER AWARD OF CONTRACT, CONTRACTOR SHALL SUBMIT TO THE OWNER'S REPRESENTATIVE FOR APPROVAL FIVE (5) COPIES OF DESCRIPTIVE LITERATURE WITH CATALOG CUTS MARKED WITH HIGHLIGHTER PEN ON ALL ITEMS TO BE USED IN THIS PROJECT. NO WORK SHALL COMMENCE BEFORE RECEIPT OF APPROVED MATERIAL UST AND DESCRIPTIVE MATERIAL. LIST SHALL INCLUDE ALL ITEMS INDICATED ON DRAWINGS AND/OR SPECIFICATIONS. PRIOR TO START OF MAINTENANCE PERIOD CONTRACTOR SHALL SUBMIT ONE (1) COMPL~, SET OF AS-BUILT DRAWINGS FOR REVIEW BY LANDSCAPE ARCHITECT. LANDSCAPE ARCHITECT SHALL PROVll FINAL AS BUITLS FOR SUBMITTAL TO THE CITY. AS-BUILT DRAWINGS SHOULD BE CONSIDERED RECORD DRAWINGS. RECORD DRAWINGS ("AS BUILTS") RECORD DIMENSIONED LOCATIONS (2 DIRECTION MIN.) . FOR EACH OF THE FOLLOWING: POINT OF CONNECTION SPRINKLER PRESSURE LINE ROUTING (PROVIDE DIMENSIONS FOR EACH 100 LINEAR FEET (MAXIMUM) ALONG EACH ROUTING, AND FOR EACH CHANGE IN DIRECTION.) GATE VALVES SPRINKLER CONTROL VALVES (BURIED ONLY) QUICK COUPLING VALVES CONTROL WIRE ROUTING OTHER RELATED ITEMS AS MAY BE DIRECTED 8Y THE OWNER'S REPRESENTATIVE LOCATE ALL DIMENSIONS FROM TWO PERMANENT POINTS (BUILDINGS, MONUMENTS, SIDEWALKS, CURBS OR PAVEMENTS). RECORD ALL CHANGES WHICH ARE MADE FROM THE CONTRACT DRAWINGS, INCLUDING CHANGES IN THE PRESSURE RECORD ALL REQUIRED INFORMATION ON A SET Of BLACKLINE PRINTS OF THE DRAWINGS. DO NOT USE THESE PRINTS FOR ANY OTHER PURPOSE. MAINTAIN INFORMATION DAILY. KEEP DRAWINGS AT THE SITE AT ALL TIMES AND AVAILABLE FOR REVIEW BY THE OWNER'S REPRESENTATIVE AND CITY INSPECTOR. WHEN THE JOB IS COMPLETE TRANSFER ALL DAILY INFORMATION TO A ONE COMPETE SET OF "AS BUILT" BASE PLANS REQUEST THESE "AS BUILT" BASE THAT HAVE NO OTHER INFORMATION ON THEM FROM THE LANDSCAPE ARCHITECT MAKE DIMENSIONS ACCURATELY AT THE SAME SCALE USED ON ORIGINAL DRAWINGS, OR LARGER. IF PHOTO REDUCTION IS REQUIRED TO FACILITATE CONTROLLER CHART HOUSING, NOTES OR DIMENSIONS MUST BE A MINIMUM 1 / 4 INCH IN SIZE. SUBSTITUTION OF ANY PRODUCT, MATERIAL, OR EQUIPMENT WITHOUT THE PRIOR WRlmN APPROVAL OF THE CITY INSPECTOR & THE OWNER'S REPRESENTATIVE WILL NOT BE PERMITTED. APPROVAL OF ANY ITEM AS A SUBSTITUTION OR ALTERNATE IS FOR DESIGN ONLY, BASED ON INFORMATION OR SAMPLES PROVIDED BY THE CONTRACTOR. CITY INSPECTOR MUST APPROVE ALL SUBSTITUTION PRIOR TO INSTALLATION. CONTRACTOR SHALL BE RESPONSIBLE FOR THE TOTAL PERFORMANCE OF SUCH SUBSTITUTION TO EQUAL OR SURPASS THE ORIGINAL IN EVERY RESPECT. IF THE SUBSTITUTION PROVES TO BE UNSATISFACTORY IN THE OPINION Of THE OWNER'S REPRESENTATIVE, CONTRACTOR SHALL REMOVE SUCH WORK AND RE PLACE IT WITH ORIGINALLY SPECIFIED ITEM (INCLUDING INSTALLATION) AS PART OF THE WORK OF THIS SECTION. MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE CONTRACTOR OF ANY LIABILITY UNDER THE SPECIFIED GUARANTEE. SUCH WARRANTIES ARE INTENDED ONLY TO SUPPLEMENT THE CONTRACTOR'S GUARANTEE. CONTROLLER CHARTS DO NOT PREPARE CHARTS UNTIL RECORD DRAWINGS HAVE BEEN APPROVED BY THE OWNER'S REPRESENTATIVE PROVIDE ONE CONTROLLER CHART FOR EACH AUTOMATIC CONTROLLER INSTALLED. CHART MAY BE A REPRODUCTION OF THE RECORD DRAWING, IF THE SCALE PERMITS FITTING THE CONTROLLER DOOR. IF PHOTO REDUCTION PRINTS ARE REQUIRED, KEEP REDUCTION TO MAXIMUM SIZE POSSIBLE TO RETAIN FULL LEGIBILITY. CHART SHALL BE BLACKLINE PRINT OF THE ACTUAL SYSTEM, SHOWING THE AREA COVERED BY THAT CONTROLLER. IDENTIFY THE AREA OF COVERAGE OF EACH REMOTE CONTROL VALVE, USING A DISTINCTLY DIFFERENT PASTEL COLOR, DRAWN OVER THE ENTIRE AREA OF COVERAGE. FOLLOWING APPROVAL OF CHARTS BY OWNER'S REPRESENTATIVE THEY SHALL BE HERMETICALLY SEALED BETWEEN TWO LAYERS OF 20 MIL THICK PLASTIC SHEET. CHARTS MUST BE COMPLETED AND APPROVED PRIOR TO FINAL REVIEW OF IRRIGATION SYSTEM. OPERATING AND MAINTENANCE MANUALS PROVIDE TWO INDIVIDUALLY BOUND MANUALS DETAILING OPERATION AND MAINTENANCE REQUIREMENTS FOR IRRIGATION SYSTEMS. MANUALS SHALL BE DELIVERED TO THE OWNER'S REPRESENTATIVE NO LATER THAN 10 DAYS PRIOR TO COMPLETION OF WORK. PROVIDE DESC~1PTIONS OF ALL INSTALLED MATERIALS AND SYSTEMS IN SUFFICIENT DETAIL TO PERMIT MAINTENANCE PERSONNEL TO UNDERSTAND OPERATE AND MAINTAIN THE EQUIPMENT. PROVIDE THE FOLLOWIN~ IN EACH MANUAL: INDEX SHEET, STATING IRRIGATION CONTRACTOR'S NAME, ADDRESS, TELEPHONE NUMBER AND NAME OF PERSON TO CONTACT DURATION OF GUARANTEE PERIOD EQUIPMENT UST PROVIDING THE FOLLOWING FOR EACH ITEM: MANUFACTURER'S NAME MAKE ANO MODEL NUMBER NAME AND ADDRESS OF LOCAL MANUFACTURER'S REPRESENTATIVE SPARE PARTS LIST IN DETAIL DETAILED OPERATING AND MAINTENANCE INSTRUCTIONS FOR MAJOR EQUIPMENT CHECKLIST PROVIDE A SIGNED AND DATED CHECKLIST AND DELIVER TO THE OWNER'S REPRESENTATIVE PRIOR TO FINAL REVIEW Of THE WORK. USE THE FOLLOWING FORMAT: PLUMBING PERMITS: If NONE REQUIRED, SO NOTE. MATERIAL APPROVALS: APPROVED BY AND DATE PRESSURE LINE TESTS: BY WHOM AND DATE RECORD DRAWINGS: RECEIVED BY AND DATE CONTROLLER CHARTS: RECEIVED BY ANO DATE MATERIALS FURNISHED: RECEIVED BY AND DATE OPERATION AND MAINTENANCE MANUALS: RECEIVED BY AND DATE SYSTEM AND EQUIPMENT OPERATION INSTRUCTIONS: RECEIVED BY AND DATE MANUFACTURER'S WARRANTIES IF REQUIRED: RECEIVED BY ANO DATE WRITTEN GUARANTEE: RECEIVED BY AND DATE LOWERING OF HEADS IN LAWN AREAS: IF INCOMPLETE, SO STATE GUARANTEE DIG ALERT DIAL TOLL FREE 1-800-422-4133 ~8"" I.MDERGROlN> mMC'£ ALERT IIF' SllU'M!RN MJfflHA GUARANTEE THE IRRIGATION SYSTEM TO PROVIDE SERVICE AS DESIGNED AND INSTALLED FOR A PERIOD OF ONE YEAR FROM DATE Of ACCEPTANCE BY OWNER'S REPRESENTATIVE CORRECT ALL PROBLEMS WHICH DEVELOP IN THE SYSTEM DUE TO FAULTY MATERIALS OF WORKMANSHIP DURING THE GUARANTEE PERIOD. REPAIR OR REPLACE SUCH WORK AS DIRECTED BY THE OWNER'S REPRESENTATIVE MAKE REPAIRS ANO REPLACEMENTS PROMPTLY WHEN NOTIFIED. PROVIDE A WRITTEN GUARANTEE FOR EACH SEGMENT OF THE PROJECT, STATING DATE OF COMPLETION AND GUARANTEE PERIOD. THE OWNER RESERVES THE RIGHT TO MAKE TEMPORARY REPAIRS DURING THE GUARANTEE PERIOD AS NECESSARY TO KEEP SYSTEMS IN OPERATING CONDITION WITHOUT VOIDING THE CONTRACTOR'S GUARANTEE, NOR RELIEVING THE CONTRACTOR OF HIS RESPONSIBILITIES. PRODUCT HANDLING STORAGE: STORE MATERIALS AT A LOCATION DIRECTED BY THE OWNER'S REPRESENTATIVE STORE MATERIALS IN AN ORDERLY MANNER. AVOID INTERFERENCE WITH OTHER CONSTRUCTION ACTIVITIES. PROTECTION: CONTRACTOR SHALL PROTECT HIS WORK AND WORK OF OTHERS FOR THE DURATION OF THE CONTRACT. HE SHALL PROTECT PIPES AND FITTINGS FROM DIRECT SUNLIGHT AND AVOID UNDUE BENDING AND ANY CONCENTRATED EXTERNAL LOADING. BEDS ON WHICH BEDS ARE STORED SHALL BE FULL LENGTHS OF PIPE. PIPE OR FITTINGS THAT HAVE BEEN DAMAGED SHALL NOT BE USED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL MATERIALS FROM THEFT OR LOSS. PROTECT ALL MATERIALS TO PREVENT INTRUSION OF DIRT AND MOISTURE. PROTECT THE INSTALLED WORK AND MATERIALS OF OTHER TRADES. PRODUCTS GENERAL MATERIALS OR EQUIPMENT INSTALLED OR FURNISHED SHALL BE NEW. GENERAL PIPE PRESSURE SUPPLY LINE FROM POINT OF CONNECTION THROUGH BACKFLOW PREVENTION UNIT: MUST BE CAST IRON, BRASS, COPPER OR OTHER MATERIAL APPROVED 8Y CMWD BACKFLOW SPECIALIST 438-2722 EXT 7152. ALL THREADED PIPES SHALL BE THREADED BY THE MANUFACTURER OF THE PIPE. PV.C. PIPE ALL PRESSURE SUPPLY LINES UNDER VEHICULAR PAVING TO BE P.V.C. SCHEDULE 40. PRESSURE SUPPLY LINES 4" AND LARGER DOWNSTREAM OF BACKFLOW PREVENTION UNITS: CLASS 200 PV.C. (ASTM D-2241) CONNECTED WITH RUBBER GASKET BELL AND SPIGOT CONNECTIONS. THE INSERTION MARK SHALL BE VISIBLE TO SHOW PROPER DEPTHS INTO SPIGOT. THRUST BLOCKS SHALL BE AT EACH CHANGE OF DIRECTION ANO SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS. PRESSURE SUPPLY LINES 2", 2-1/2" AND 3" DOWNSlREAM OF BACKFLOW PREVENTION UNITS: CLASS 315 P.V.C. CONNECTED WITH PRIMER AND SOLVENT CEMENT PER MANUFACTURER'S SPECIFICATIONS. PRESSURE SUPPLY LINES 1 1/2 INCHES ANO SMALLER DOWN STREAM OF BACKFLOW PREVENTION UNIT: SCHEDULE 40 P.V.C. CONNECTED WITH PRIMER AND SOLVENT CEMENT PER MANUFACTURER'S SPECIFICATIONS. NON-PRESSURE LINES: CLASS 200 P.V. C. IDENTIFICATION MARKINGS: IDENTIFY ALL PIPE WITH THE FOLLOWING INDELIBLE MARKINGS: MANUFACTURER'S NAME NOMINAL PIPE SIZE SCHEDULE Of CLASS PRESSURE RATING P.S.I. NSF (NATIONAL SANITATION FOUNDATION) SEAL OF APPROVAL DATE OF EXTRUSION PIPE (SOLVENT WELD TYPE): MANUFACTURE FROM VIRGIN POLYVINYL CHLORIDE COMPOUND IN ACCORD WITH ASTM D1784 OR ASTM 02241, CELL CLASSIFICATION 124546; HYDROSTATIC DESIGN STRESS RATING NOT LESS THAN 2,000 P.S.I. FITTINGS: STANDARD WEIGHT, SCHEDULE 40, INJECTION MOLDED P.V.C. COMPLY WITH ASTM D1784, CELL CLASSIFICATION 134548, AS MANUFACTURED BY DURA COMPANY OR APPROVED EQUAL. THREADS (WHERE REQUIRED): INJECTION MOLDED TYPE TEES AND ELLS: SIDE GATED THREADED NIPPLES: STANDARD WEIGHT, SCHEDULE 80 WITH MOLDED THREADS JOINT CEMENT AND PRIMER NON-PRESSURE PLASTIC PIPE AND flTTINGS SHALL BE CEMENTED USING A 100% ACTIVE SOLVENT, BLUE IN COLOR. PRESSURE PLASTIC PIPE AND FITTINGS SHALL BE COATED WITH A PRIMER AND THEN WITH A 100% ACTIVE SOLVENT. BOTH PRIMER AND SOLVENT SHALL BE SIMILAR IN ALL RESPECTS TO THAT MANUFACTURED 8Y CHRISTI'S OR APPROVED EQUAL. COPPER PIPE AND FITTINGS PIPE: TYPE K, HARD TEMPERED ASTM 8 88 FITTINGS: WROUGHT COPPER, SOLDER JOINT TYPE IN ACCORDANCE WITH ANSI B 16.22. JOINTS SHALL BE SOLDERED WITH SILVER SOLDER, CONFORMING TO ASTM B 206. BRASS PIPE AND FITTINGS BRASS PIPE SHALL BE 85% RED BRASS, AMERICAN NATIONAL STANDARD INSTITUTE (ANSI), SCHEDULE 40 SCREWED PIPE. FITTINGS SHALL BE MEDIUM BRASS, SCREWED 125 POUND CLASS. ELECTRICAL AND WIRING SERVICE HIGH VOLTAGE CONTRACTOR IS TO COORDINATE WITH THE LOCAL ELECTRICAL COMPANY FOR CONNECTION TO ELECTRICAL SERVICE AND/OR INSTALLATION OF CONDUIT, ELECTRICAL WIRING, AND METER PEDESTAL AT THE LOCATION SHOWN ON THE DRAWINGS. MINOR CHANGES IN LOCATION CAUSED BY ACTUAL SITE CONDITIONS SHOULD BE MADE AT NO COST TO THE OWNER. THE OWNER'S REPRESENTATIVE SHALL APPROVE ALL CHANGES TO THE PLANS ELECTRICAL EQUIPMENT INSTALLED OUTSIDE BUILDING SHALL BE NEMA 4 TYPE, WATERPROOFED FOR EXTERIOR INSTALLATION. ALL CONNECTIONS BETWEEN ELECTRICAL SERVICES AND EQUIPMENT SHALL BE IN RIGID GALVANIZED ELECTRICAL CONDUIT, WITH CONDUIT AND WIRING SIZE AS REQUIRED. ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ELECTRICAL REQUIREMENTS TO AUTOMATIC CONTROLLERS -(120 V) TO BE COMPLETE IN EVERY RESPECT TO OWNER ELECTRICAL CODE, READY FOR USE AND IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. PROVIDE SEPARATE POWER SHUT-OFF SWITCH AT PANEL FOR EACH CONTROLLER. ALL WIRING IN GALVANIZED CONDUIT AND FITTINGS FROM SOURCE PROVIDED UNDER THE ELECTRICAL SECTION. NO RUNNING THREADS ACCEPTED; USE NIPPLES. CONDUIT SYSTEM SHALL BE 660 VOLT INSULATION; NEC STANDARD ANNEALED COPPER WIRE AND SHALL BE MINIMUM AWG #12 TW OR RW. PROTECT EACH CONTROLLER BY A CODE APPROVED GROUND CONNECTION. SUPPLY TO BE 120 VOLTS, 60 CYCLE, SINGLE PHASE, ONE AMP. USE ONLY GALVANIZED STEEL FA,'TENERS IN SECURING CONTROLLERS IN POSITION. INSTALL NEW CONTROLLER AS DETAILED ON DRAWINGS. ALL HIGH VOLTAGE ELECTRICAL WORK SHALL REQUIRE SEPARATE ELECTRICAL PERMITS ANO INSPECTION. LOW VOLTAGE CONNECTIONS BETWEEN CONTROLLER AND REMOTE CONTROL VALVES SHALL BE MADE WITH DIRECT BURIAL AWG-UF, 600 VOLT WIRE, INSULATION THICKNESS 3/64 INCH, UTILIZING LOW DENSITY HIGH MOLECULAR WEIGHT POLYETHYLENE INSULATION. CONTROL WIRES SHALL BE A DIFFERENT COLOR FOR EACH AUTOMATIC CONTROLLER. SPLICES, WHERE PERMITTED, SHALL BE WATERPROOFED USING RAIN BIRD, PEN-TITE CONNECTORS OR FUSIBLE HEAT SHRINKING TUBING AND HOUSE IN A BOX. WIRE SIZING SHALL BE ACCORDING TO MANUFACTURER'S RECOMMENDATIONS, IN NO CASE LESS THAN NO. 14. GROUND WIRES SHALL BE WHITE IN COLOR WITH A DIFFERENT COLOR STRIPE FOR EACH AUTOMATIC CONTROLLER. EACH CONTROLLER SHALL HAVE AN INDEPENDENT COMMON WIRE. THREE CONTINUOUS SPARE CONTROL WIRES, BLUE IN COLOR, SHALL BE INSTALLED WITH ALL PRESSURIZED MAIN LINE FROM THE CONTROLLER ENCLOSURE TO THE END OF THE MAIN LINE. WATER SERVICE THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING WATER METERS AS CALLED FOR ON DRAWINGS BY MAKING ALL ARRANGEMENTS WITH THE WATER COMPANY FOR INSTALLATION, OR INSTALLING METER AS REQUIRED BY WATER COMPANY ANO PAYING ALL COSTS INCURRED. MINOR CHANGES IN LOCATION CAUSED BY ACTUAL SITE CONDITIONS SHOULD BE MADE AT NO COST TO THE OWNER. THE OWNER'S REPRESENTATIVE SHALL APPROVE ALL CHANGES TO THE PLANS GATE VALVES 2-1/2 INCHES AND SMALLER, (UNLESS OTHERWISE NOTED ON DRAWINGS): ASTM 862 BRASS BODY, 150 POUND SATURATED STEAM RATED; WITH SCREWED JOINTS; NON-RISING STEM; SCREWED BONNET, SOLID DISC. PROVIDE WITH HAND-WHEEL. 3 INCHES AND LARGER (UNLESS OTHERWISE NOTED ON DRAWINGS): ASTM A126 CLASS 8, CAST IRON BODY 150 POUND O.W.G. WITH FLANGED JOINTS, NON-RISING STEM, BOLTED BONNET, AND DOUBLE DISC, EQUIPPED WITH A 2" SQUARE OPERATING NUT. A THRUST BLOCK SHOULD SUPPORT BODY. CLASS 312 STAINLESS STEEL NUTS ANO BOLTS SHALL BE USED TO CONNECT ALL FLANGED _CONNECTIONS. QUICK COUPLING VALVES TWO PIECE TYPE BRASS BODY, 150 POUND CLASS, WITH 1 INCH FEMALE THREADS OPENING AT BASE, PERMITTING OPERATION WITH A SPECIAL CONNECTING DEVCE (COUPLER) DESIGNED FOR THIS PURPOSE. COUPLER THREADS: LUG TYPE HINGE COVER: PROVIDE WITH RUBBER-LIKE VINYL COVER. CHECK VALVES ANTI-DRAIN VALVE: PLASTIC CONSTRUCTION, WITH SOFT COMPOSITION DISC, STAINLESS STEEL INTERNAL PARTS, ANO WITH SPRING TENSION ADJUSTABLE FROM 4 P.S.I. TO 15 P.S.I. BACKFLOW PREVENTION UNITS BACKFLOW PREVENTER: DESIGNED TO OPERATE ON A "REDUCED PRESSURE,. PRINCIPLE: EQUIPPED WITH GATE VALVES AND FIELD TEST COCKS. PRESSURE VACUUM RELIEFS, INLET ANO DISCHARGE GATE VALVES, AND FIELD TEST COCKS. AUTOMATIC CONTROLLER TYPE: FULLY AUTOMATIC OPERATION, CAPABLE OF OPERATING THE NUMBER Of STATIONS AND REMOTE CONTROL VALVES INDICATED ON DRAWINGS. AUTOMATIC ASSEMBLY SHALL CONSIST Of A STAINLESS STEEL, VANDAL RESISTANT ENCLOSURE, STAINLESS STEEL PRE-DRILLED REMOVABLE BACKBOARD, CONTROLLER OF SAME MANUFACTURER AND MODEL NO. AS CALLED OUT ON DRAWINGS, TERMINAL STRIP, AND 117 VOLT OUTLET. THE 117 VOLT DUPLEX BOX SHALL 8[ PROVIDED WITH AN ON/OFF SWITCH ANO 117 VOLT RECEPTACLE. ALL POWER WITHIN THE HOUSING SHALL BE PROPERLY PHASED. A PREWIRED TERMINAL STRIP SHALL BE PROVIDED CLEARLY INDICATING THE PROPER POINTS OF CONNECTION OF ALL APPROPRIATE WIRING (STATIONS VALVES, COMMON, MASTER VALVE, PUMP START, AND SENSING). THE CONTROLLER ASSEMBLY SHALL INCLUDE A LIMITED FIVE YEAR WARRANTY. REMOTE CONTROL VALVES AS PER DRAWINGS ROTARY SPRINKLER HEADS AS PER DRAWINGS SMALL SHRUBBERY SPRINKLER HEADS SPRINKLER SHALL BE SIMILAR IN ALL RESPECTS TO TYPE NOTED ON DRAWING. BODY SHALL BE EQUIPPED WITH A BUILT-IN CHECK VALVE. VALVE BOXES-FOR POTABLE WATER IRRIGATION SYSTEMS$ VALVE BOXES SHALL BE FABRICATED FROM A DURABLE PLASTIC MATERIAL RESISTANT TO WEATHER, SUNLIGHT ANO CHEMICAL ACTION OF SOILS. THEY SHALL BE GREEN IN COLOR. THE COVER SHALL BE GREEN IN COLOR AND BE SECURED WITH A STAINLESS STEEL BOLT MECHANISM. THE COVER SHALL BE CAPABLE OF SUSTAINING A LOAD OF 1500 PSI. VALVE BOX EXTENSIONS SHALL BE BY THE SAME MANUFACTURER AS THE VALVE BOX. ALL VALVE BOXES SHALL BE AS MANUFACTURED BY AMETEK, CARSON, OR AN APPROVED EQUAL. SEE SHEET 5 FOR THE SECOND PART OF IRRIGATION SPECIFICATIONS. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T" TITLE ________ _ REVIEWED BY: ----·------------INSPECTOR ENGINEERING PLANCHECKER DATE DATE DATE I s:ET I CITY OF CARLSBAD I s;EETS I l---~l---+----------------+----l--+--1-----1 PLANNING DEPARTMENT 1----11-----1-----------------+---l---t---t----t C,arlsbad e,a 160 -494-2152 DA TE INlllAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INlllAL DA TE INlllAL OTHER APPROVAL CITY APPROVAL l~~IGATION 5PEC.IFIC.ATIONS Pine Avenue Units APPROVED ASSISTANT PL DWN BY: _\!111Ki_ CHKD BY: _lti/PJi_ RVWO BY: .....l'Y[)Ji_ PROJECT NO. RP-04-17 DRAWl"lG NO. 4:34-2L SEE SHEET 7 FOR THE FIRST PART OF IRRIGATION SPECIFICATIONS. VALVE BOXES--FOR POTABLE WATER IRRIGATION SYSTEMS VALVE BOXES SHALL BE FABRICATED FROM A DURABLE PLASTIC MATERIAL RESISTANT TO WEATHER, SUNLIGHT AND CHEMICAL ACTION OF SOILS. THEY SHALL BE GREEN IN COLOR. THE COVER SHALL BE GREEN IN COLOR AND BE SECURED WITH A STAINLESS STEEL BOLT MECHANISM. THE COVER SHALL BE CAPABLE OF SUSTAINING A LOAD OF 1500 PSI. VALVE BOX EXTENSIONS SHAUL BE BY THE SAME MANUFACTURER AS THE VALVE BOX. ALL VALVE BOXES SHALL BE AS MANUFACTURED BY AMETEK, CARSON, OR AN APPROVED EQUAL QUICK COUPLING VALVE BOXES SHALL BE ROUND. THE COVER SHALL BE HEAT BRANDED WITH THE LETTERS "QCV", 2" HIGH GATE VALVE BOXES SHALL BE ROUND. THE COVER SHALL BE HEAT BRANDED WITH THE LETTERS "GV", 2" HIGH REMOTE CONTROL VALVE BOXES SHALL BE 12" X 18" .THE COVER SHALL BE HEAT BR6'"lED WITH THE LETTERS "RCV" ANO THE VALVE NUMBER IN CHARACTERS 2" HIGH. SPLICE BOXES SHALL BE 12" X 18" .THE COVER SHALL BE HEAT BRANDED WITH THE LETTERS "sB", 2" HIGH. VALVE BOXES FOR MOISTURE SENSING STATIONS SHALL BE 12" X 18" .THE COVER SHALL BE HEAT BRANDED WITH THE LETTERS "MSS", 2• HIGH. TRAFFIC AREA BOXES: CONCRETE WITH CAST IRON LID DESIGNED FOR VEHICULAR TRAFFIC USE. OPERATING AND MAINTENANCE TOOLS DELIVER THE FOLLOWING ITEMS TO THE OWNER WHEN WORK IS COMPLETED AND PRIOR TO FINAL ACCEPTANCE OF WORK. 1WO WRENCHES FOR DISASSEMBLY AND ADJUSTMENT OF EACH TYPE Of SPRINKLER HEAD. 1WO KEYS FOR EACH AUTOMATIC CONTROLLER. 6 COUPLERS ANO MATCHING HOSE SWIVELS WITH GLOBE VALVES. 2 KEYS FOR OPENING VALVE BOXES. EXECUTION UTILITY SERVICES CONTRACTOR SHALL CONNECT TO THE WATER METERS AT THE LOCATION INDICATED ON THE DRAWING AND MAKE ANY MINOR CHANGES IN LOCATION NECESSARY DUE TO ACTUAL SITE CONDITIONS AS A PART OF ll·IIS CONTRACT. CONNECTIONS TO EXISTING MAINS: CONTRACTOR IS TO CONNECT TO AN EXISTING MAIN, AT THE LOCATION SHOWN ON DRAWINGS. IRRIGATION DRAWINGS ARE BASED ON A REVIEW OF EXISTING CONDITIONS AND, WHEN AVAILABLE, AS-BUILT IRRIGATION DRAWINGS. EXISTING CONDITIONS MAY DIFFER IN THE FIELD FROM WHAT IS SHOWN ON AS-BUILT DRAWINGS. THEREFORE, CONTRACTOR IS TO REVIEW EXISTING SITE CONDITIONS PRIOR TO ANY INSTALLATION. CHANGES IN EXISTING PIPING SIZE THAT MAY REQUIRE DIFFERENT FITTINGS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. CONNECT TO EXISTING ELECTRICAL SERVICE. MAKE MINOR CHANGES IN LOCATION AS NECESSARY DUE TO ACTUAL SITE CONDITIONS AS PART OF THIS WORK. SITE REVIEWS BEFORE ANY WORK COMMENCES; A CONFERENCE SHALL BE HELD WITH THE OWNER'S REPRESENTATIVE, CONTRACTOR AND THE CITY INSPECTOR ((760) 815-670B] REGARDING GENERAL REQUIREMENTS OF THIS WORK. CONTRACTOR'S RESPONSIBILITY: NOTIFY THE OWNER'S REPRESENTATIVE FOR THE FOLLOWING REVIEWS, WITH 48 HOURS MINIMUM NOTICE. SLEEVE INSTALLATION PRIOR TO BACKFILLING. PRESSURE SUPPLY LINE INSTALLATION AND TESTING SYSTEM LAYOUT COVERAGE TESTS FINAL REVIEW PROVIDE "WALKIE-TALKIE" EQUIPMENT AND/OR PERSONNEL TO MAINTAIN COMMUNICATION FROM REVIEW AREA TO AUTOMATIC CONTROLLERS. PROVIDE UP-TO-DATE AS-BUILT DRAWINGS AT EACH REVIEW. IN THE EVENT CONTRACTOR sc,:EDULES AHY REVIEW AND THE SYSTEM IS NOT FULLY READY, RECORD DRAWINGS ARE NOT CURRENT, OR REQUIRED CORRECTIVE WORK HAS NOT BEEN COMPLETED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REIMBURSING THE OWNER'S REPRESENTATIVE AT THE CURRENT HOURLY RATE PLUS ALL TRAVEL EXPENSES. NO FURTHER REVIEWS WILL BE CONDUCTED UNTIL THIS CHARGE IS PAID. EXAMINE SURFACES FOR CONDITIONS THAT WILL ADVERSELY AFFECT EXECUTION, PERMANENCE AND QUALITY OF WORK. VERIFY THAT GRADING HAS BEEN COMPLETED ANO THE WORK OF THIS SECTION CAN PROPERLY PROCEED. EXERCISE EXTREME CARE IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. CONTRACTOR IS RESPONSIBLE FOR DAMAGES TO UTILITIES, WHICH ARE CAUSED BY HIS OPERATIONS OR NEGLECT. CHECK EXISTING UTILITY DRAWINGS FOR LOCATIONS. NOTIFY THE OWNER'S REPRESENTATIVE IN WRITING, DESCRIBING UNACCEPTABLE CONDITIONS. DO NOT PROCEED WITH WORK UNTIL UNA.CCEPTABLE SITE CONDITIONS ARE CORRECTED OR EXISTING UTILITIES ARE LOCATED. LAYOUT ALL PIPING OR EQUIPMENT SHOWN DIAGRAMMATICALLY ON DRAWING OUTSIDE OF PLANTING AREAS SHALL BE INSTALLED INSIDE PLANTING AREAS WHENEVER POSSIBLE. MAINS TO BE OUTSIDE R.0.W LAY OUT EACH SPRINKLER HEADS AND MAKE ANY MINOR ADJUSTMENTS REQUIRED DUE TO DIFFERENCES BETWEEN ACTUAL SITE CONDITIONS AND THE DRAWINGS. MINOR ADJUSTMENTS SHALL BE MAINTAINED WITHIN THE ORIGINAL DESIGN INTENT. LAY OUT EACH SYSTEM USING STAKING METHOD AS APPROVED BY OWNER'S REPRESENTATIVE. MAINTAIN AND PROTECT APPROVED STAKING LAYOUT. TRENCHING EXCAVATE TRENCHES TO REQUIRED DEPTHS. FOLLOW APPROVED LAYOUT FOR EACH SYSTtM. TRENCH BOTTOM SHALL BE FLAT TO INSURE PIPING IS SUPPORTED CONTINUOUSLY ON I EVEN GRADE. WHERE LINES OCCUR UNDER PAVED AREAS, CONSIDER DIMENSION TO BE BELOW THE SUBGRADE. PROVIDE MINIMUM COVERAGE AS FOLLOWS: 30" BELOW TOP OF VEHICLE PAVEMENT FOR MAINS. LATERALS AND WIRING SLEEVES PRESSURE SUPPLY LINES (3 INCHES AND SMALLER): 1 B INCHES PRESSURE SUPPLY LINES (LARGER THAN 3 INCHES): 24 INCHES NON-PRESSURE LINES: 12 INCHES CONTROL WIRE: SAME AS PRESSURE SUPPLY LINE LINE CLEARANCES PROVIDE NOT LESS THAN 4 INCHES CLEARANCE BETWEEN EACH Ll,~E AND NOT LESS THAN 6 INCHES CLEARANCE BETWEEN LINES OF OTHER TRADES, UNLESS OTHERWISE NOTED. DO NOT INSTALL PARALLEL LINES DIRECT!. Y OVER ANY OTHER LINE. BACKFILLING INITIAL BACKFILL: CLEAN, FINE GRANULAR MATERIAL AS APPROVED BY OWNER'S REPRESENTATIVE COMPACT TRENCH BACKFILL TO A DRY DENSITY EQUAL TO ADJACENT UNDISTURBED SOIL. RESTORE TO ADJACENT GRADE, FREE OF DIPS, DEPRESSIONS, HUMPS OR OTHER IRREGULARITIES. COMPACTING BY TRUCK OR OTHER VEHICLE IS NOT PERMITTED. REPLACE AND RESTORE ALL SURFACES TO ORIGINAL CONDITION WITH NEW SOD. INSTALLATION ALL PLASTIC PIPE AND FITTINGS SHALL BE INSTALLED IN COMPLETE ACCORD WITH MANUFACTURER INSTRUCTIONS FOR IT. INSTALL BACKFLOW ASSEMBLIES IN SHRUB AREAS AT MINIMUM HEIGHT PERMITTED BY LOCAL CODE. ROUTING OF PRESSURE SUPPLY LINES AS INDICATED ON DRAWINGS IS DIAGRAMMATIC. INSTALL LINES (ANO VARIOUS ASSEMBLIES) TO CONFORM TO DETAILS ON PLAN. INSTALL ALL SPECIFIED ASSEMBLIES IN ACCORDANCE WITH THE DRAWINGS. PIPE UPSTREAM OF IRRIGATION ASSEMBLIES (REMOTE CONTROL VALVES, GATE VALVES, BACKFLOW PREVENTER, ETC.) IS EQUAL IN DIAMETER TO DOWNSTREAM PIPING OF IRRIGATION ASSEMBLIES. IF NECESSARY ADD REDUCED BUSHING TO BRING PIPING DIAMETER TO IRRIGATION ASSEMBLIES SIZE. BRASS PIPE AND FITTINGS: ASSEMBLE USING TEFLON TAPE APPLIED TO MALE THREADS ONLY. PLASTIC PIPE AND THREADED FITTINGS: ASSEMBLE USING TEFLON TAPE APPLIED TO MALE THREADS ONLY. TAPE ALL OPEN ENDS OF PIPE DURING INSTALLATION TO PREVENT ENTRY OF ANY FOREIGN MATTER INTO THE SYSTEM. QUICK COUPLING VALVES: UNLESS OTHERWISE INDICATED, LOCATE VALVES WITHIN 12 INCHES OF HAROSCAPE. CONTROLLERS: VERIFY EXACT LOCATION WITH OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. BACKFLOW PREVENTION UNIT : VERIFY EXACT LOCATION WITH CMWD BACKFLOW SPECIALIST. SPRINKLER HEADS: SHRUB HEADS SHALL BE INSTALLED AS NOTED ON DRAWINGS. ELEVATE FULL HEADS IN LAWN AREAS TO A MINIMUM OF 3 INCHES ABOVE GRADE. ELEVATE HEADS ALONG CURBS, WALKS, PAVING, ETC .. 1/2 INCH ABOVE GRADE IN LAWN AREAS. LOWER RAISED HEADS WITHIN 10 DAYS AFTER NOTIFICATION BY THE OWNER. PIPING BENEATH PAVEMENT PIPING UNDER PAVEMENT SHALL BE INSTALLED WITHIN A P.V.C. SCHEDULE 80 SLEEVE. THE SLEEVE SHALL HAVE A MINIMUM 1" CLEARANCE FROM THE MAIN LINE AND SHALL EXTEND A MINIMUM OF 3 FEET BEYOND SUCH PAVEMENT. IN-LINE FITTINGS, INCLUDING COUPLINGS, SHALL NOT BE PERMITTED UNDER PAVED SURFACES EXCEPT WHERE THE LENGTH OF THE LINE UNDER PAVING IS 20 FEET OR GREATER. THE END OF SLEEVE SHALL BE CAPPED HAND TIGHT UNTIL PIPING IS LAID. SLEEVES UNDER EXISTING PAVEMENTS MAY BE INSTALLED BY JACKING, BORING OR BY HYDRAULIC DRIVING, EXCEPT AS OTHERWISE SPECIFIED OR DIRECTED. SECURE OWNER'S PERMISSION PRIOR TO cumNG OR BREAKING EXISTING PAVEMENTS. MAKE COMPLETELY CLEAN CUTS USING POWER SAWS, AT APPROVED LOCATIONS ONLY. REPLACE AND RESTORE ALL SURFACES TO ORIGINAL CONDITION, INCLUDING GRADE AND LANDSCAPING. RESTORATION WORK SHALL MATCH THE ORIGINAL WORK IN EVERY RESPECT, INCLUDING TYPE, STRENGTH, TEXTURE AND FINISH. SLEEVES SHALL BE INSTALLED A MINIMUM OF 6" BENEATH THE BOTTOM OF THE PAVEMENT SUBGRADE AND AT LEAST AS DEEP AS PIPING REQUIRES. PROVIDE AND BACKFILL A MINIMUM OF 6" OVER ANO UNDER ALL SLEEVES LOCATED UNDER PAVED AREAS. A COMPACTION TEST IS REQUIRED TO CONFIRM 95% RELATIVE DENSITY. COORDINATE INSTALLATION OF PIPING AND WIRES UNDER PAVED AREAS WITH OTHER TRADES. IF THE ONLY PIPING INSTALLED IS OVER 20 FEET LONG; PRESSURE TESTING IS REQUIRED FOR THAT SECTION AT THE TIME OF INSTALLATION. UPON COMPLETION Of PIPING INSTALLATION, THE ENTIRE SYSTEM MUST BE TESTED. CONTROL WIRES LOCATED BENEATH PAVED AREAS SHALL BE INSTALLED IN A SEPARATE SCHEDULE 80 P.V.C. SLEEVE. IF WIRE UNDER PAVED AREAS CANNOT BE CONTINUOUS, ALL SPLICES SHALL BE ENCLOSED IN AN APPROVED BOX. VALVES AND VALVE BOXES VALVES AND VALVE BOXES SHALL BE INSTALLED AS SHOWN ON THE DRAWINGS AND DETAILS. THE TOP OF THE VALVE BOXES SHALL BE 2'' ABOVE FINISH GRADE IN GROUND COVER AREAS AND 1" ABOVE FINISH GRADE IN LAWN AREAS. INSTALL EACH REMOTE CONTROL VALVE AND QUICK COUPLING VALVE IN A SEPARATE VALVE BOX AND ALLOW AT LEAST 24" BETWEEN VALVE BOXES. FILL AREA UNDER BOX WITH MINIMUM OF 3 CUBIC FEET OF PEA GRAVEL BEFORE BOX IS INSTALLED. COMMON BRICKS SHALL BE PLACED BENEATH EACH CORNER OF RECTANGULAR VALVE BOXES FOR STABILIZATION. IDENTIFICATION: ATTACH IDENTIFICATION TAG SHOWING VALVE NUMBER ON EACH SOLENOID "PIGTAIL" FOLLOW THE SAME PROCEDURE WHEN USING MOISTURE SENSING UNITS, ADDING "MS" OR LffiERS NOTING THE TYPE OF EQUIPMENT. TAGS SHALL BE MANUFACTURED OR POLYURETHANE BEHR DESOPAID, YELLOW IN COLOR WITH BLACK LETTERS 2-3/4 INCHES BY 2-1/4 INCHES. LOW VOLTAGE WIRING PLACE WIRING IN THE SAME TRENCH AND ALONG THE SAME ROUTING AS THE PRESSUR£ SUPPLY LINES UNLESS OTHERWISE APPROVED. INSTALL WIRING PRIOR TO MAIN LINE WHENEVER POSSIBLE. WHEN MORE THAN ONE WIRE IS PLACED IN A TRENCH, TAPE WIRES TOGETHER AT A MAXIMUM 12 FEET ON CENTER. AN EXPANSION CURL SHALL BE PROVIDED WITHIN THREE (3) FEET OF EACH WIRE CONNECTION. EXPANSION LOOP SHALL BE OF SUFFICIENT LENGTH AT EACH SPLICE CONNECTION, AT EACH ELECTRICAL CONTROL VALVE SO THAT IN CASE OF REPAIR THE VALVE BONNET MAY BE BROUGHT TO THE SURFACE WITHOUT DISCONNECTING THE CONTROL WIRES. AN EXPANSION CURL SHALL BE PROVIDED EVERY 100 FEET IN RUNS OF MORE THAN 100 FEET IN LENGTH. PROVIDE LOOPED SLACK AT VALVES AND CHANGES IN DIRECTION OF 90 DEGREES. USE A CONTINUOUS WIRE BETWEEN CONTROLLER AND REMOTE CONTROL VALVES. EXCEPT PS OTHERWISE APPROVED, DO NOT SPLICE WIRE AT ANY POINT. ALL APPROVED SPLICES SHALL BE ENCLOSED IN AN ACCEPTABLE BOX. EACH CONTROLLER SHALL BE PROVIDED WITH SEPARATE GROUND WIRE. SYSTEM FLUSHING AFTER ALL SPRINKLER PIPE LINES AND RISERS ARE IN PLACE ANO CONNECTED, ANO PRIOR TO INSTALLATION OF SPRINKLER HEADS, THOROUGHLY FLUSH ALL LINES WITH A FULL HEAD OF WATER. DO NOT INSTALL SPRINKLER HEADS UNTIL LINES HAVE BEEN FLUSHED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE SYSTEM ADJUSTMENT VALVES: ADJUST FLOW CONTROL FOR PROPER OPERATION. HEADS: ADJUST FOR ALIGNMENT AND COVERAGE. IF IT IS DETERMINED THAT COVERAGE CAN BE IMPROVED BY A NOZZLE CHANGE, MAKE SUCH CHANGES OR ARRANGE WITH THE MANUFACTURER TO HAVE CHANGES MADE, AS PART OF THE WORK OF THIS SECTION. MAKE CHANGES PRIOR TO ANY PLANTING. PRESSURE TESTS PROVIDE ALL EQUIPMENT NECESSARY TO TEST SYSTEMS, INCLUDING FORCE PUMP. PERFORM ALL HYDROSTATIC TESTS IN PRESENCE OF THE OWNER'S REPRESENTATIVE AND CITY INSPECTOR. TEST ALL PRESSURE SUPPLY LINES UNDER HYDROSTATIC PRESSURE OF 150 P.S.I. FOR A PERIOD OF 4 HOURS, UNLESS OTHERWISE APPROVED. DO NOT BACKFILL OVER ANY LINE MORE THAN IS NECESSARY FOR TESTING, UNTIL IT HAS BEEN INSPECTED, TESTED ANO APPROVED. DO NOT INSTALL REMOTE CONTROL VALVES. QUICK COUPLERS OR ANY OTHER VALVE ASSEMBLY UNTIL TESTING IS COMPLETED AND APPROVED. COVERAGE TESTS OF THE OWNER'S REPRESENTATIVE AND CITY INSPECTOR TEST SYSTEM TO ASSURE THAT ALL PLANTING AREAS ARE WATERED COMPLETELY AND UNIFORMLY. MAKE ALL NECESSARY ADJUSTMENTS, INCLUDING REALIGNMENT OF HEADS, TO PROVIDE REQUIRED COVERAGE AS DIRECTED BY OWNER'S REPRESENTATIVE EXISTING TREES ROOTS 2 INCHES AND LARGER IN DIAMETER, EXCEPT DIRECTLY IN THE PATH OF PIPE OR CONDUIT, SHALL BE A DITCHING MACHINE IS RUN CLOSE TO TREES HAVING ROOTS SMALLER THAN 2 INCHES IN DIAMETER, THE WALL OF TREE SHALL BE KEPT SHADED WITH BURLAP OR CANVAS. OPERATING INSTRUCTIONS TRAIN THE OWNER'S REPRESENTATIVE MAINTENANCE PERSONNEL IN PROPER OPERATION OF ALL MAJOR EQUIPMENT, INCLUDING RECOMMENDED WINTERIZATION PROCEDURES. PROVIDE THIS TRAINING AT THE OWNER'S CONVENIENCE. SUBMIT WRITTEN EVIDENCE THAT TRAINING HAS BEEN SUCCESSFULLY COMPLETED. CLEANUP UPON COMPLETION OF THE WORK, RESTORE GROUND SURFACES TO REQUIRED ELEVATIONS AND REMOVE EXCESS MATERIALS, DEBRIS AND EQUIPMENT FROM THE SITE TO SATISFACTION OF OWNER'S REPRESENTATIVE DIG ALERT DIAL TOLL FREE 1-800-422-4133 O~,K'"" UNDERGROUIG Sl!R'wlll. Al.ER1' OF' SOUMRN CAlJfORNIA ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLANCHECKER DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS 8 U IL T" TITLE _______ _ REVIEWED BY: INSPECTOR DATE DATE 1-----11---+---~-------+---+--+-----1--1! s~EET I CITY OF CARLSBAD \s~ETSI ;::::==..:::==::::::P::::L:::A::N::::Nl::::N:::G:::D:::E::::P::::AR:::TM:::::::E::::N::::T==~==~ c-arlsbad e,a 160 -434-2152 DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CllY APPROVAL Pine Avenue Units APPROVED ~A•ort ~l~(oh ASSISTANT DATE OWN BY: __ J:).G_ PROJECT NO. DRAWING NJ CH KO BY: _l'\I.Q_G_ RP-04-17 RVWD BY: _l'\I.Q(L 454-21- tS -l c,. -no, Db 3 5 Re 1 21 20 UNITA UNITB ADD 1.2"SG 5TEPER5 HERE s I ii PL.ANTING, Pl.AN 1 Rl!MOVI! ALL. l!XeTIN<!lo YE<!loe-T"ATION, II" l!Xl!o'l"IN<& !oGHINU& Ill 6~0)'111N6 ON 60TH s,oe OF THE F'L., l'IOl'lt<: )'IIITH AO.JACNl!T OffiEFl TO l'U=MOYE, IF ANY' l'l.EMAIN!< OUT &!OE l"L, INSTALL ~ SAARIER. 2. <51'!.US ALL Yl!oASL.I! Yl!<&E!'I' ATION THl!N ll'IA'!'ER ~ TH!it0Vc!,H1. "I" TO Sl'llN<!lo UP' l'l.EMAININ<5, 6Pl:IJS A6AIN ANC, Al"Pt. "I" HEiaaelCIOe TO AL.1. <!,Ill.ASSES, !lti!-)'IIA~ AND APP1."I" HEl'l.EIICIOI! MlJ1.TI TIMl:S As; r,EEDEr:,, !5. ALI. NON-TUl'll" Al'l.EAS TO l'l.ECl!IYI! A !5" PEEi" LAYEl'l. OF Ol'l.GANIC MlJL.CH, SEE Sl"EC!>. 4. Al.I. ~S PI.AN'l'l!P Jl'IITHIN 5¥t OF H~l"E SHAI.I. H"'VE! A l'l.00'1" SA!ltl'tll!l'l. INSTAl.1.EO, l"et'I. c,e,-Alt.. 1$ t{,O(E e/&l-1', 011::v'<NCF-LIi-et:, fl20'1 ~~Cf-I 70 ~-+ ~ -FV-N, I'<-£-7f'n1S ~eecr7tto~, e• P•rl-PVC Pip~ WI Drain C3p (some as Irrigation pipe) ue· Plan arid lmgallOO Detat 8 ------- Oeplh of Ro~ Ball XRoot'ib 314" /CMhed R<lek ••••· l"IHecl $ump X R 8111 ,.__ ___ PatmTrec .~ ....... -s· Min. easin irli5h Grade ····-·'"··-· Amended fltaste Sand . Puddl& e. senie -Scarify $ides &B(»tomof Rootball ~-$1qpe r Pfi Fl. A FAl-M Fl-ANTING s ft. RootBall·•el +-----rootbatl 1~•atiov finish grade Set stakes. ·6ff min. From !'football D of RoQt ft-Min. Wonder TrEl°e Ties (3) or Approveo E<iual -•i+t,--3"" Mulch Cover Wrapped w, Filter Fabric -:2: per pit (run i into slimp) 101 lodgep()le stakes (2) Baci<611 ··,; :;:/ / t,it // ... , ... ' ' u UNITD Cc 2 Aa 18in NOTE:: &~bmit a sample to the 1. ..... and to the City 1nepe<:.tcr For approval From both prior to lnetallatlon, Root ball -set crown 1· above finish grade Prepared baci<.fill --,. 3• ba!in berm· Depth of root ball Slope 1·m. To corn'!r ull Fert Tabs aw¥'! from ~I on H N$tiW Plants 2 X rcol ban D SHRUS Fl.ANTING Shrub Fertilizer tablets 2'" Mutch Cover rnsh grsd Db 5EE NOTE 11.2 ' THIS:: ~l + + + + + + + + + + + + + + + + + + + + j + + + + + ~ + + +r+ + + '+ __ ~ + +++ ~++ + + Vl. + + + +•')+ + + -6: + + + + \+ + + !-,,;llft-+-·--t--~-.i.J...1--- + + + + + + A1 + + + + + + + + + -d:t + + ' +-...)+ + +Ii ,+++ I + + + + + + + + + + + + + + ·+ + + ,. ; + + +~+ + + + + + + + + + + + + + + + + + + + + + + + + ! + + + I + + + + ~::z ~ SCALE 1" = e•' NORTH E C Spacin Note: All hand planted ground covers and shrubs planted as gcound covers $hall be plal"lted in this triar1gt.Jlar pattem at thee ual distances called for in the laol le end. I= GROUND COYER Fl-ANING ~ lu " ...1 6'.i 15) ~ EXIS Carlsbad c.a 160 -494-2152 F'~-b 1f'f£, 0,/'fo/CT:= CF C:S/c:tu Cic5(?f,-Ce, U!"IE -/B I fF(;J'1 ~ ~ C'F tVf'r f 6 1-G'Cff a/fib P 1-A N T 1-I= symbol eotanic-al Name common Name TREES ArchontoEthoenix Alexandra Palm Alex ndrae Archontophoenix King Palm cunninghamiana Chorisia speciosa Floss Sill<. Tree ' I Cinnamomum camphora camphor Tree 0 Strelitzia nicolai Giant Blrd of Paradize VINES LfUt J Distictus buccinatorus Blood Red Trumpet Vine SHRUBS ~ Agava attenuata Foxtail Agava ~ Asparagus denslflorus Meyers Asparagus Fern 'Myers' (A~ Asparagus retrofrac.tus ncn C, He (§ c.anna Hemmerocalis F?.haphiolepis indica 'Clara' Strelitzia reginae Tecoma capensis zantedesch ia GROUND carex tem1.11icola eerkely eec::lge Ajuga rei,tans 'Giant eron:z:e' carpet 61.1gle c.anna Lily Day lily Indian Hawthorn Bird of Paradize Cape Honeysuckle common calla Lily 1-eGeND 1gallon @1.2"o.c-. Flatted mat. @1.:!" O.C,. + + + + ,+ + + + + + + + + + + + + + + + I= N D Size fltemarl<.s + + + ssgallon 15gallon 24" box *96" box 24" box 15 gallon sgallon 9 ganon 5 gallon 5 gallon 1 gallon 1 gallon 5 gallon 1 gallon 5 gallon 1 gallon full LU/good color full frons good branc.hlng structure no staking Tie to wall full wl pups full w/Good color fullw/ good color full full; varified color full w/Good color ful-three leafs min.I full 4 bushy full w/ good color Gazania Mitsua Orange Semi-Trailing Gazania @1::2"0.C. Marathon Ill Turf Sodded ENGINEER'S SIGNAlURE REQUIRED ON PAGE 1 ONLY APPROVED APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" TITLE --------DATE REVIEWED BY: ENGINEERING PLANCHECKER DATE INSPECTOR DATE I----.J-----4-------------+---l----+--+--l [ s~ET I CITY OF CARLSBAD J s;EETS [ ~====:=::::P:::L:::A::N:::N:::IN:::G::::D:::E:::P:::A:::RT:::::M:::E:::N::::T==:::::'.:::::::== DA TE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PLANTING PLAN Pine Avenue Units ASSISTANT PLANNING DIRECTOR DWN BY: ___IN.D_G_ PROJECT NO. CHKD BY: _WJ)G__ RP-04-17 RVWD BY: _wt)_G_ g I'S/ob DATE ORA WING NO.l 494-2L ~ 1.1 GENERAL CONDITIONS: THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1, ARE A PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK AND APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1.2 SUMMARY: THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED. THE GENERAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. .1 RELATED WORK: IRRIGATION SECTION 02441 1.3 SUBMITTAL$: UPON BEING AWARDED THE PROJECT, CONTRACTOR MUST SUBMIT LIST OF SOIL AMENDMENTS, FERTILIZERS AND PLANT MATERIALS WITH QUANTITIES OF EACH WITHIN 15 OR DAYS FROM AWARD CONTRACT. 1.4 GUARANTEES AND REPLACEMENTS: . 1 SHRUBS, VINES, AND GROUNDCOVER SHALL BE GUARANTEED TO REMAIN HEALTHY AND VIGOROUSLY GROWING FOR ONE GROWING SEASON OR NINETY (90) DAYS, WHICHEVER COMES FIRST. .2 ALL TREES THAT HAVE BEEN SUPPLIED AND INSTALLED UNDER THIS CONTRACT SHALL BE GUARANTEED TO LIVE IN A HEALTHY CONDITION FOR A PERIOD OF ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE PROJECT. IF TREES ARE ALSO SUPPLIED BY THE OWNER, THE GUARANTEE SHALL APPLY AS STATED ABOVE. .3 ALL PLANTS FOUND TO BE DEAD AND ALL PLANTS NOT IN A VIGOROUS CONDITION NOTED WITHIN THE GUARANTEE PERIOD SHALL BE REPLACED W1THIN FOURTEEN (14) DAYS. .4 PLANTS USED FOR REPLACEMENT SHALL BE THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED, PLANTED AND FERTILIZED AS ORIGINALLY SPECIFIED, AT NO COST TO. 1.5 OBSERVATION: .1 OBSERVATIONS HEREIN SPECIFIED SHALL BE MADE BY THE ARCHITECT. THE CONTRACTOR SHALL REQUEST OBSERVATION IN WRITING, IN ADVANCE OF THE TIME OBSERVATION IS REQUIRED. .2 OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WORK: A. PRE-CONSTRUCTION MEETING (COORDINATE WITH CITY INSPECTOR 760-815--6708) B. INCORPORATION OF SOIL CONDITIONERS AND FERTILIZERS INTO THE SOIL C. UPON THE COMPLETION OF GRADING PRIOR TO PLANTING. D. APPROVAL OF PLANT MATERIALS E .WHEN TREES AND SHRUBS ARE SPOTTED IN PLACE FOR PLANTING, BUT BEFORE PLANTING HOLES ARE EXCAVATED. F. ORIENTING SPECIFIED TREES. G. VERIFICATION OF FINISH GRADES. H. APPLICATION OF PRE-EMERGENT HERBICIDE. I. PRE-MAINTENANCE OBSERVATION J. WHEN PLANTING, AND ALL OTHER INDICATED OR SPECIFIED WORK, EXCEPT THE MAINTENANCE PERIOD, HAS BEEN COMPLETED, ACCEPTANCE AND WRITTEN APPROVAL SHALL ESTABLISH BEGINNING OF THE MAINTENANCE PERIOD. THIS IS NOT A FINAL OBSERVATION OR ACCEPTANCE, AND IT DOES NOT RELIEVE ThE CONTRACTOR FROM ANY OF THE RESPONSIBILITIES IN THE CONTRACT DOCUMENTS FOR THIS PROJECT. K. FINAL OBSERVATION TO BE HELD AT THE COMPLETION OF THE MAINTENANCE PERIOD. THIS OBSERVATION SHALL ESTABLISH THE BEGINNING DATE FOR THE ONE-YEAR GUARANTEE OF ALL TREES. • 3 ACCEPTANCE: UPON COMPLETION OF THE FINAL OBSERVATION AND THE WORK OF THIS SECTION, THE CONTRACTOR WILL BE NOTIFIED IN WRITING, (1) WHETHER THE WORK IS ACCEPTABLE; AND (2) OF l'JiY REQUIREMENTS NECESSARY FOR COMPLETION AND ACCEPTANCE OWNER .4 THE CONTRACTOR OR HIS AUTHORIZED REPRESENTATIVE SHALL BE ON THE SITE AT THE TIME OF EACH OBSERVATION. 1.6 MAINTENANCE: .1 THE MAINTENANCE PERIOD BEGINS ON THE FIRST DAY AFTER ALL LANDSCAPE AND IRRIGATION WORK ON THIS PROJECT IS COMPLETED, CHECKED, ACCEPTED, AND WRITTEN APPROVAL FROM THE ARCHITECT IS GIVEN TO BEGIN THE MAINTENANCE PERIOD, AND SHALL CONTINUE THEREAFTER FOR NO LESS THAN 90 CALENDAR DAYS. .2 THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL INVOLVED AREAS OF THE CONTRACT DURING THE PROGRESS OF THE WORK AND DURING THE MAINTENANCE PERIOD UNTIL THE FINAL ACCEPTANCE OF THE WORK. .3 REGULAR PLANTING MAINTENANCE OPERATIONS SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED. PLANTS AND LAWNS SHALL BE KEPT IN A HEALTHY, GROWING CONDITION AND IN A VISUALLY PLEASING APPEARANCE BY WATERING, PRUNING, MOWING, ROLLING, TRIMMING, FERTILIZING, RE-STAKING, PEST AND DISEASE CONTROLLING, SPRAYING, WEEDING, CLEANING-UP AND ANY OTHER NECESSARY OPERATION OF MAINTENANCE. LANDSCAPE AREAS SHALL BE KEPT FREE OF WEEDS, NOXIOUS GRASS, ALL OTHER UNDESIRED VEGETATIVE GROWTH AND DEBRIS. ALL PLANTS FOUND TO BE DEAD IN AN IMPAIRED CONDITION SHALL BE REPLACED IMMEDIATELY WITHIN 3 DAYS. .4 FERTILIZER (COMMERCIAL): 7-9--4 WITH CHELATED MINERALS SHALL BE APPLIED AT THE RATE OF 12 POUNDS PER 1,000 SQU,ARE FEET 30 DAYS AFTER THE BEGINNING OF THE MAINTENANCE PERIOD, AND EVERY 30 DAYS THEREAFTER, FOR THE DURATION OF THE CONTRACT MAINTENANCE PERIOD. RATE OF APPLICATION IS FOR BIDDING PURPCSES ONLY. SOIL TEST MAY REDUCE APPLICATION RATE. .5 THE CONTRACT COMPLETION DATE OF THE CONTRACT MAINTENANCE PERIOD WILL BE EXTENDED, WHEN IN THE OPINION OF THE ARCHITECT, IMPROPER MAINTENANCE AND/OR POSSIBLE POOR OR UNHEALTHY CONDITION OF PLANTED MATERIAL OR UNESTABLISHED NON COVERING LAWNS ARE EVIDENT AT THE TERMINATION OF THE SCHEDULED MAINTENANCE PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL MAINTENANCE OF THE OR WORK AT NO CHANGE IN CONTRACT PRICE UNTIL ALL OF THE WORK IS COMPLETED AND ACCEPTABLE. .6 THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE PROTECTION OF THE AREAS. DAMAGED AREAS SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. 1.7LAY THE CONTRACTOR AND SHALL EMPLOY, AT HIS OWN EXPENSE, A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR TO LAY OUT THE WORK OF THE PROJECT, TO ESTABLISH ALL REFERENCE POINTS SET FOR CONSTRUCTION AND THE CERTIFICATION OF FINISH GRADES WITH CIVIL ENGINEER DRAWINGS. 1.8 GENERAL REQUIREMENTS: .1 THE TERM "PLANTING AREA" SHALL MEAN ALL AREAS TO BE PLANTED WITH TREES, SHRUBS AND GROUNDCOVERS. .2 ACTUAL PLANTING SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE. .3 ALL ROCKS 1" OR LARGER, AND OTHER GROWTH OF DEBRIS ACCUMULATED DURING THE DURATION OF THE PROJECT, SHALL BE REMOVED FROM THE SITE UNLESS SPECIFICALLY EXEMPTED IN WRITING. -.4 PRIOR TO THE EXCAVATION FOR PLANTING OR PLACING OF PLANT MATERIALS, LOCATE ALL UNDERGROUND UTILITY LINES STILL IN USE AND TAKE PROPER PRECAUTIONS TO AVOID DAMAGE TO SUCH IMPROVEMENTS. IN THE EVENT OF A CONFLICT BETWEEN SUCH LINES AND PLANT LOCATIONS, NOTIFY THE ARCHITECT WHO SHALL ARRANGE FOR THE RELOCATION OF ONE OR THE OTHER. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR MAKING ANY AND ALL REPAIRS FOR DAMAGES RESULTING FROM WORK AS HEREIN SPECIFIED. .5 GRADING AND SOIL PREPARATION WORK SHALL BE PERFORMED ONLY DURING THE PERIOD WHEN BENEFICIAL AND OPTIMUM RESULTS MAY BE OBTAINED. IF THE MOISTURE CONTENT OF THE SOIL SHOULD REACH SUCH A LEVEL THAT WORKING IT WOULD DESTROY SOIL STRUCTURE UNTIL THE MOISTURE CONTENT IS INCREASED OR REDUCED TO ACCEPTABLE LEVELS AND THE DESIRED RESULTS ARE LIKELY TO BE OBTAINED. .6 ALL SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND IMMEDIATELY INFORM THE ARCHITECT OF ANY DISCREPANCY BETWEEN THE DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS. . 7 QUANTITIES FOR PLANT MATERIALS ARE SHOWN FOR CONVENIENCE ONLY, AND ARE NOT GUARANTEED. CHECK AND VERIFY COUNT AND SUPPLY SI -"FICIENT NUMBER TO FULFILL INTENT OF DRAWINGS. .8 ADEQUATELY STAKE, BARRICADE, AND PROTECT ALL IRRIGATION EQUIPMENT, MANHOLES, UTILITY LINES, AND OTHER EXISTING PROPERTY DURING ALL PHASES OF THE SOIL AMENDING AND GRADING OPERATIONS. .9 SPECIMEN TREE SELECTION: A ONE SAMPLE OF EACH TREE VARIETY AND SIZE. CALLED OUT ON DRAWINGS 15-0ALLON AND LARGER SHALL BE DELIVERED TO THE PROJECT SITE FOR APPROVAL PRIOR TO INSTALLATION. B. THE CONTRACTOR SHALL IMMEDIATELY REMOVE ANY TREES NOT APPROVED. C. THE CONTRACTOR AT HIS OPTION AND AT HIS EXPENSE CAN RETAIN THE SERVICES OF THE ARCHITECT TO REVIEW TREES 24" BOX SIZE AND LARGER TAGGED AT THE NURSERY AND/OR AT THEIR PLACE OF GROWTH, OR AS OTHERWISE SPECIFIED ON DRAWINGS. . 10 REJECTION AND SUBSTITUTION : A. ALL PLANTS NOT CONFORMING TO THE REQUIREMENTS HEREIN SPECIFIED SHALL BE CONSIDERED DEFECTIVE, AND SUCH PLANTS, WEATHER IN PLACE OR NOT, SHALL BE MARKED AS REJECTED AND BE IMMEDIATELY REMOVED FROM THE SITE OF THE WORK AND REPLACED WITH ACCEPTABLE PLANT MATERIALS. THE PLANTS MATERIAL SHALL MEET ALL APPLICABLE INSPECTIONS REQUIRED BY LAW. ALL PLANTS SHALL BE OF THE SPECIES, VARIETY, SIZE, AGE , FLOWER COLOR AND CONDITION AS SPECIFIED HEREIN AND/OR AS INDICATED ON THE DRAWINGS. UNDER NO CONDITION WILL THERE BE ANY SUBSTITUTION OF PLANT SPECIES, VARIETY, OR REDUCED SIZE FOR THOSE LISTED ON THE ACCOMPANYING DRAWINGS, EXCEPT WITH THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT & CITY INSPECTOR. . 11 UTILITIES: A. ALL UTILITIES (WATER AND ELECTRICITY) USED DURING THE iNSTALLATION OF THE LANDSCAPING AND IRRIGATION SYSTEMS FOR THIS PROJECT SHALL BE PAID FOR BY THE OWNER. DURING THE MAINTENANCE PERIOD, THE OWNER SHALL BE RESPONSIBLE FOR PAYMENT OF THE UTILITIES. 1.9 INVOICING OF PLANT MATERIALS AND SOIL PREPARATION AND SOIL PREPARATION CONFORMANCE TEST: . 1 AFTER INSTALLATION OF PLANT MATERIALS, BUT PRIOR TO THE PRE- MAINTENAN : INSPECTION, THE ARCHITECT, WITH THE HERETOFORE SPECIFIED l: JNED COPIES OF THE REQUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FOR THE PLANT MATERIALS AND RELATED ITEMS, SHALL INVOICE SUCH MATERIALS, COMPARING THE TOTAL AREA AND/AND OR THE AMOUNTS ,'.'ECIFIED. IF THE MINIMUM AMOUNTS HAVE NOT BEEN FURNISHED, THE ARCHITECT WILL REQUIRE THE INSTALLATION OF ADDITIONAL MATERIALS TO FULFILL THE MINIMUM REQUIREMENTS SPECIFIED. .2 UPON DELIVERY OF MATERIALS AND/OR COMPLETION OF ALL SOIL CONDITIONING AND GRADING, BUT PRIOR TO INITIATING PLANTING OPERATIONS, THE ARCHITECT WITH THE HERETOFORE SPECIFIED SIGNED COPIES OF THE REQUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FOR SOIL PREPARATION MATERIALS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL AREA OF EACH OPERATION. IF THE MINIMUM RATES OF APPLICATION HAVE NOT BEEN MET. THE ARCHITECT WILL REQUIRE THE DISTRIBUTION OF ADDITIONAL QUANTITIES OF THESE MATERIALS TO FULFILL THE MINIMUM APPLICATION REQUIREMENTS SPECIFIED. .3 RANDOM SOIL SAMPLES OF SUFFICIENT QUANTITY TO BE REPRESENTATIVE OF THE ENTIRE SITE SHALL BE TAKEN BY THE CONTRACTOR PRIOR TO BEGINNING WORK. THE ARCHITECT, IN THE PRESENCE OF THE CONTRACTOR, SHALL INDICATE ON THE PLANTING PLAN WHERE SOIL SAMPLES SHALL BE TAKEN. CONTRACTOR SHALL SUBMIT SAMPLES TO A LICENSED SOILS TESTING LABORATORY(PRE-APPROVED BY THE CITY). SOIL TEST SHALL CONSIST OF SOIL FERTILITY AND AGRICULTURAL SUITABILITY CONFORMING TO THE METHODS OF THE UNIVERSITY OF CALIFORNIA EXPERIMENTAL STATION AND USDA, ALONG WITH RECOMMENDATION FOR CORRECTING ANY DEFICIENCY IN THE SOIL RECOMMENDATIONS SHALL BE SUBMIITTED TO THE ARCHITECT AND THE CITY FOR APPROVAL .4 A SAMPLE OF THE SOIL AMENDMENTS SHALL BE DELIVERED TO THE ARCHITECT WITHIN 15 DAYS AFTER RECORDING OF THE CONTRACT FOR SUBMITTAL TO A TESTING LABORATORY. AFTER SOIL AMENDMENTS HAVE BEEN THOROUGHLY MIXED INTO THE SITE, RANDOM SAMPLES OF THE MIXED SOIL WILL BE TAKEN BY THE ARCHITECT AND SUBMITTED TO THE SOIL LABORATORY FOR COMPARISON TO A CONTROL MIX. COST OF THE ABOVE TESTING BY THE SOILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR. .5 AFTER GRADING AND LEACHING OPERATION, FOUR SOIL SAMPLES WILL BE TAKEN BY ARCHITECT AND SUBMITTED TO THE SOIL LABORATORY FOR TESTING OF ECE AND PH. COST OF THE ABOVE TESTING BY THE SOILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR. PART 2 • PRODUCTS 2.1 SOIL AMENDMENT AND FERTILIZER: .1 SOIL CONDITIONER SHALL CONTAIN A SPECIAL BLEND OF ORGANIC FRACTIONS TO SUPPLY SEVERAL DEGREES OF BREAKDOWN RATE WHICH LASTS UP TO 10 YEARS IN THE SOIL, A PORTION OF INORGANIC AMENDMENT THAT RESISTS FURTHER BREAKDOWN, PH OF 5.5 TO 6.5, SALINITY OF 3.0, ORGANIC MATTER (DRY WEIGHT BASIS) MORE THAN 90 %, NON-IONIC WETTING AGENT AND TOTAL NITROGEN CONTENT OF 0.5 %. (LOAMEX, WIL-GRO, LIFE FOREST HUMUS). .2 GYPSUM SHALL BE A COMMERCIALLY PROCESSED AND PACKAGED GYPSUM (CASO 2H20) WITH MINIMUM 80 % GRADE CONTAINING 14 % COMBINED SULFUR. .3 IRON SULFATE (EXPRESSED AS METALLIC) 19 % OF QUALITY APPROVED BY ARCHITECT. .4 SULFUR (SOIL) (ELEMENTAL) 99 % OF QUALITY APPROVED BY ARCHITECT. .5 FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL ORGANIC AND INORGANIC GRANULAR FERTILIZERS, FREE-FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN 1.0% MINIMUM PHOSPHORIC ACID 10.0 % MINIMUM POTASH 10.0% MINIMUM .6 FERTILIZER (COMMERCIAL) SHALL BE LONG-LASTING CONTROLLED RELEASE PLASTIC-COATED, UNIFORM IN COMPOSITION, FREE-FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN 21.0% MINIMUM PHOSPHORIC ACID 0.0 % MINIMUM POTASH 0.0% MINIMUM • 7 FERTILIZER (COMMERCIAL) SHALL BE LONG-LASTING CONTROLLED RELEASE PLASTIC-COATED, UNIFORM IN COMPOSITION, FREE-FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN 16.0% MINIMUM PHOSPHORICACID 20.0% MINIMUM POTASH 0.0% MINIMUM .8 FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL ORGANIC INORGANIC GRANULAR FERTILIZERS WITH CHELATED MINERALS, FREE-FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN 7.0% MINIMUM PHOSPHORIC ACID 9.0 % MINIMUM POTASH 4.0% MINIMUM .9 PLANTING TABLETS SHALL BE TIGHTLY COMPRESSED CHIP TYPE COMMERCIAL GRADE PLANTING TABLETS, OF VARYING SIZES WITH THE FOLLOWING AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN 20.0% MINIMUM PHOSPHORIC ACID 10.0 % MINIMUM POTASH 5.0% MINIMUM .10 SOIL ENHANCER SHALL BE SAVRON. 2.2 PLANTING BACKFILL: PLANTING BACKFILL SHALL BE FINALIZED WITH THE RECOMMENDATIONS FROM THE SOIL ANALYSIS. PRELIMINARY SPECIFICALTION ARE A THOROUGHLY BLENDED MIXTURE OF EXISTING SITE SOIL AND SOIL AMENDMENTS AT THE FOLLOWING MIXTURE: SOIL CONDITIONER 1/3 CU. YD . SITE SOIL 2/3 CU. YD. IRON SULFATE 1 LB./PER CU. YD. OF MIX GYPSUM 10 LBS./PER CU. YD. OF MIX 2.3 STAKING MATERIALS STAKES SHALL BE OF LODGE POLE PINE. THESE SHALL BE STRAIGHT SHAFTS, SHAVED ANO CUT CLEAN AND BARE OF BRANCHES AND STUBS, OF UNIFORM THICKNESS WITH A MINIMUM DIAMETER OF 2 INCHES, FREE OF LOOSE KNOTS, SPLITS BENDS. STAKES SHALL BE NO LESS THAN TEN (10) FEET IN LENGTH . 2.4 GUYING MATERIALS: .1 GUY WIRES SHALL BE OF PLIABLE, ZINC-COATED STEEL OF NO. 12 GAUGE. .2 ANCHORS (DEADMEN) FOR HOLDING GUY WIRES SHALL BE 4 INCHES X 4 INCHES OF SOLID LUMBER, 1' • 6" IN LENGTH. .3 HOSE FOR COVERING WIRE SHALL BE 2-PL Y REINFORCED RUBBER, USED OR NEW, GARDEN HOSE TYPE OF AT LEAST 1/2 INCH IN DIAMETER. .4 FLAGS, TO BE ATTACHED TO GUYS, SHALL BE OF SURGICAL TUBING, 1/8 INCH IN DIAMETER AND FOUR FEET LONG, OF UNIFORM THICKNESS. .5 TREE TIES SHALL BE BORDON CINCH-TIE OR APPROVED EQUAL. 2.5 PLANT MATERIALS: .1 NOMENCLATURE: THE BOTANICAL AND COMMON NAMES OF PLANTS HEREIN SPECIFIED CONFORM WITH THE APPROVED NAMES GIVEN IN "AN ANNOTATED CHECK LIST OF WOODY ORNAMENTAL PLANTS OF CALl~ORNIA, OREGON, AND WASHINGTON", PUBLICATION NO. 4091, PRINTED 1979 AND "AN ANNOTATED CHECK LIST OF ORNAMENTAL PLANS OF COASTAL SOUTHERN CALIFORNIA", PUBLICATION NO. 3276, PRINTED 1982, BOTH PUBLISHED BY THE UNIVERSITY OF CALIFORNIA, DIVISION OF AGRICULTURAL SCIENCES. SEE LIST OF PLANT MATERIAL ON DRAWINGS. .2 QUALITY AND SIZE OF ALL PLANTS SHALL BE NO. 1, OF PINTO TAG STOCK. THEY SHALL BE VIGOROUS, OF NORMAL GROWTH, FREE FROM DISEASE, INSECTS, INSECT EGGS, AND MEET OR EXCEED THE MEASUREMENTS SPECIFIED. PINTO TAGS MUST BE SUBMITTED TO THE ARCHITECT. .3 CONTAINER STOCK (1-GALLON, 5-GALLON, 15-GALLON, AND BOX SIZES) SHALL HAVE GROWN IN CONTAINERS FOR AT LEAST SIX MONTHS, BUT NOT OVER TWO YEARS. NO CONTAINED PLANTS THAT HAVE CRACKED OR BROKEN BALLS OF EARTH, WHEN TAKEN FROM THE CONTAINER, SHALL BE PLANTED, EXCEPT UPON SPECIAL APPROVAL. NO TREES WITH DAMAGED ROOTS OR BROKEN BALLS SHALL BE PLANTED. .4 PRUNING SHALL NOT BE DONE, PRIOR TO DELIVERY, EXCEPT BY WRITTEN APPROVAL FROM THE ARCHITECT. . 5 INSPECTION OF PLANT MATERIALS, REQUIRED BY CITY, COUNTY OR STATE AUTHORITIES, SHALL BE A RESPONSIBILITY OF THE CONTRACTOR, AND WHERE NECESSARY CONTRACTOR SHALL HAVE SECURED PERMITS OR CERTIFICATES PRIOR TO DELIVERY OF PLANS TO SITE. .6 PLANTS SHALL BE SUBJECT TO INSPECTION, AND APPROVAL OR REJECTION, AT THE PROJECT SITE AT ANY TIME BEFORE OR DURING PROGRESS OF WORK, FOR SIZE, VARIETY, CONDITION, LATENT DEFECTS AND INJURIES. . 7 SUBSTITUTIONS WILL NOT BE PERMITTED EXCEPT THAT IF PROOF IS SUBMITTED THAT ANY PLANT SPECIFIED IS NOT OBTAINABLE, A PROPOSAL WILL BE CONSIDERED FOR USE OF THE NEAREST EQUIVALENT SIZE, VARIETY AND COST. ALL SUBSTITUTIONS ARE SUBJECT TO BOTH THE ARCHITECT'S & THE CITY INSPECTOR'S WRITTEN APPROVAL. THE ARCHITECT WILL NOT SIGN OFF ON THE INSTALLATION IF SUBSTITUTIONS ARE MADE W/0 HIS APPROVAL .8 QUANTITIES SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK SHOWN ON DRAWINGS. .9 THE ARCHITECT RESERVES THE RIGHT TO INSPECT ROOT CONDITION OF ANY SPECIES, PARTICULARLY THOSE GROWN FROM SEED, AND IF FOUND DEFECTIVE, TO REJECT THE PLANTS REPRESENTED BY THE DEFECTIVE SAMPLE. .10 IDENTIFY PLANT SPECIES OR VARIETIES CORRECTLY ON LEGIBLE, WEATHERPROOF LABELS ATTACHED SECURELY TO THE PLANT. THERE SHALL BE A MINIMUM OF ONE LABELED PLANT FOR EACH 5 PLANTS IN A LOT. .11 GROUNDCOVER PLANTS SHALL BE HEALTHY, VIGOROUS ROOTED CUTTING GROWN IN FLATS UNTIL TRANSPLANTING . . 12 PRE-EMERGENT HERBICIDE SHALL BE SURFLAN, TREFLAN, DYMID OR EQUAL. .13 WEED ERADICATION SPRAY WILL BE ROUNDUP. PART 3 • EXECUTION 3.1 SITE PREPARATION AND WEED ABATEMENT: .1 GRUB AND CLEAN PLANTING ARE, REMOVING DEBRIS AND ROCK AND ERADICATING WEEDS. .2 WEED ERADICATION SHALL BE DONE TEN (10) DAYS PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORK . 3.2 WEED ABATEMENT . 1 UPON COMPLETION OF THE IRRIGATION SYSTEM AND AFTER DEBRIS, ROCKS AND EXISTING WEEDS AND GROWTH HAVE BEEN REMOVED FROM THE PLANTING AREA, APPLY 200 POUNDS OF COMMERCIAL FERTILIZER 21-0-0 PER ACRE. .2 WATER ALL AREAS EVERY DAY FOR TWENTY-ONE (21) CONSECUTIVE DAYS AND UNTIL WEED SEEDS HAVE GERMINATED. CEASE WATERING FOR THREE (3) DAYS AND SPRAY NON-A SELECTIVE HERBICIDE "ROUNDUP' TO ERADICATE GERMINATED WEEDS. TRANSLOCATION OR APPROVED PERIOD SHOULD BE 7-10 DAYS. . 3 RAKE AND HAUL OFF ALL DEAD WEEDS TO 1/2 INCH BELOW THE SURFACE OF THESOIL. .4 IF PERENNIAL WEEDS OR GRASSES STILL EXIST, RE-WATER EVERY DAY FOR FOURTEEN (14) CONSECUTIVE DAYS, UNTIL THE NEW GROWTH APPEARS. RE• APPLY A NON-SELECTIVE HERBICIDE. REMOVE WEEDS AFTER HERBICIDE HAS HAD A SUFFICIENT TIME TO KILL 3.3 SOIL CONDITIONING, FERTILIZING AND ROTOTILLING: .1 FOR AREAS LESS STEEP THAN 2:1: AFTER THE AREAS HAVE BEEN DEEP-RIPPED, THE FOLLOW1NG RATES OF SOIL CONDITIONING AND AMENDMENT MATERIALS SHALL BE EVENLY SPREAD OVER . ALL PLANTING AREAS AND SHALL BE THOROUGHLY SCARIFIED TO AN AVERAGE DEPTH OF SIX INCHES BY ROTOTILLING A MINIMUM OF TWO ALTERNATING PASSES. AMENDMENT MUST BE INTIMATELY BLENDED WITH SOIL. THE THOROUGHNESS AND COMPLETENESS OF THE ROTOTILLING AND INCORPORATION OF SOIL CONDITIONERS/AMENDMENTS SHALL BE ACCEPTABLE TO THE ARCHITECT. A. SOIL CONDITIONER 5 CU. YD. PER 1,000 SQ. FT. SOIL SULFUR 10 LBS. PER 1,000 SQ. FT. IRON SULFATE 20 LBS. PER 1,000 SQ. FT. GYPSUM 250 LBS. PER 1,000 SQ. FT. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE QUANTITIES. B. FERTILIZER (COMMERCIAL): 6-20-20 SHALL BE APPLIED AT THE RATE OF 40 POUNDS PER 1,000 SQUARE FEET AND SCARIFIED INTO THE TOP TWO INCHES OF FINISH GRADE. FERTILIZER SHALL BE APPLIED AFTER LEACHING OPERATION. C. $ARVON SHALL BE APPLIED AT THE RATE OF 1 PINT PER 1,000 SQUARE FEET. APPLY SARVON IN AREAS AS RECOMMENDED BY SOIL TEST. FOR BIDDING PURPOSES, ASSUME ALL LANDSCAPE AREAS SHALL BE COVERED. .2 FOR AREAS 2:1 AND STEEPER: AFTER THE AREAS HAVE BEEN ERADICATED OF WEEDS AND FINISHED GRADED, THE FOLLOWING RATES OF SOIL CONDITIONING MATERIALS SHALL BE EVENLY SPREAD OVER ALL PLANTING AREAS. NO SCARIFYING OR ROTOTILLING SHALL BE COVERED. A. GYPSUM 250 LBS. PER 1,000 SQ. FT. SOIL SULFUR 10 LBS. PER 1,000 SQ. FT. IRON SULFATE 20 LBS. PER 1,000 SQ. FT. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE QUANTITIES. B. $ARVON SHALL BE APPLIED AT THE RATE OF 1 PINT PER 1,000 SQUARE FEET. APPLY SARVON IN AREAS AS RECOMMENDED BY SOIL TEST. FOR BIDDING PURPOSES, ASSUME ALL LANDSCAPE AREAS SHALL BE COVERED. .3 DEEP WATER LEACHING: A. AFTER COMPLETE [NSTALLATION AND TESTING OF THE IRRIGATION SYSTEM AND APPLICATION OF SOIL CONDITIONING, ALL AREAS SHALL BE DEEP WATER LEACHED AND COMPACTED AND SETTLED BY CONTINUOUS APPLICATION OF IRRIGATION WATER UNTIL THE SOIL HAS RECEIVED A MINIMUM OF SIX INCHES OF WATER . B. AFTER GRADING AND LEACHING OPERATION, FOUR SOIL SAMPLES SHALL BE TAKEN BY ARCHITECT AND SUBMITTED TO SOIL LABORATORY FOR TESTING. SOIL TEST SHALL MEET THE FOLLOWING REQUIREMENTS: ECE -MAXIMUM 3.0 X 10.3 PH· MAXIMUM 7.5 A PERCENT OF ORGANIC MATTER SOIL TEST AFTER LEACHING MAY BE REQUIRED BY ARCHITECT. C. RE-APPLICATION OF SOIL AMENDMENT AND LEACHING OPERATION SHALL BE REPEATED BY CONTRACTOR IF TESTS SHOW A NEGATIVE RESULT. EXPENSE OF TEST, RE-APPLICATION OF A SOIL AMENDMENT AND LEACHING OPERATION SHALL BE BORNE BY CONTRACTOR. D. DEEP WATER LEACHING SHALL BE D0NE PRIOR TO THE APPLICATION OF THE COMMERCIAL FERTILIZER 6-20-20. E. NO PLANTING SHALL BE INSTALLED UNTIL APPROVAL HAS BEEN GIVEN BY THE ARCHITECT IN WRITING. F. CARE SHALL BE TAKEN THAT THE RATE OF APPLICATION OF WATER DOES NOT CAUSE EROSION OR BLUFFING OF SOILS . G. ALL DEPRESSIONS, VOIDS, EROSION SCARS, AND SETTLED TRENCHES GENERATED BY THE DEEP WATERING SHALL BE FILLED WITH CONDITIONED TOPSOIL AND BROUGHT TO FINISH GRADE. 3.4 FINISH GRADING: .1 FINISH GRADES SHALL BE AS INDICATED ON CIVIL ENGINEER'S AND LANDSCAPE DRAWINGS. .2 FINISH GRADES SHALL BE MEASURED AS THE FINAL WATER-COMPACTED AND SETTLED SURFACE GRADES AND SHALL BE WITHIN PLUS OR MINUS 0.1 FOOT OF THE SPOT ELEVATIONS AND GRADE LINES INDICATED ON THE CIVIL ENGINEER'S DRAWING. UNLESS OTHERWISE NOTED. FINISH GRADE SHALL BE 2' BELOW ADJACENT FINISH PAVING SURFACES IN GROUND COVER AREAS AND 1' BELOW IN LAWN AREAS . .3 FINISH GRADES HALL BE MEASURED AT THE TOP SURFACE OF SURFACE MATERIALS. .4 MOLDING AND ROUNDING OF THE GRADES SHALL BE PROVIDED AT ALL CHANGES IN SLOPE. .5 ALL UNDULATIONS AND IRREGULARITIES IN THE PLANTING SURFACES RESULTING FROM TILLAGE, ROTOTILLING, AND ALL OTHER OPERATIONS, SHALL BE LEVE:L.ED AND FLOATED OUT BEFORE PLANTING OPERATIONS ARE INITIATED . .6 THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, AND OTHER UNDERGROUND UTILITIES DURING AND GRADING CONDITIONING OPERATIONS. .7 FINAL FINISH GRADES SHALL INSURE POSITIVE DRAINAGE OF THE SITE WITH ALL SURFACE DRAINAGE AWAY FROM BUILDINGS, WALLS, AND TOWARD ROADWAYS, DRAINS, AND CATCH BASINS. .8 FINAL GRADES SHALL BE ACCEPTABLE TO THE ARCHITECT BEFORE PLANTING OPERATIONS WILL BE ALLOWED TO BEGIN. .9 PLANTING SURFACES SHALL BE GRADED WITH NO LESS THAN TWO (2) PERCENT SURFACE SLOPE FO~ POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS. 3.5 PLANTING: .1 THE LAYOUT OF LOCATIONS FOR PLANTS AND OUTLINES OF GROUNDCOVER TO BE PLANTED SHALL BE APPROVED ON THE SITE BY THE ARCHITECT, PRIOR TO THEIR PLANTING. ' ALL SUCH LOCATIONS SHALL BE CHECKED FOR POSSIBLE INTERFERENCE WITH EXISTING UNDERGROUND PIPING, PRIOR TO EXCAVATION OF HOLES. IF UNDERGROUND CONSTRUCTION OR UTILITY LINES ARE ENCOUNTERED IN THE EXCAVATION OF PLANTING AREAS, OTHER LOCATIONS FOR THE PLANTING MAY BE SELECTED BY THE ARCHITECT. DAMAGE TO EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. .2 PLANTING TREES, SHRUBS, AND VINES: A. ALL EXCAVATED HOLES SHALL HAVE VERTICAL SIDES WITH ROUGHENED SURFACES AND SHALL BE OF THE MINIMUM SIZES INDICATED ON DRAWINGS. HOLES SHALL BE, IN ALL CASES, LARGE ENOUGH TO PERMIT HANDLING AND PLANTING WITHOUT INJURY OR BREAKAGE OF ROOT BAL,LS OR ROOTS. B. EXCAVATION SHALL INCLUDE THE STRIPPING AND STACKING OF ALL ACCEPTABLE SOIL ENCOUNTERED WITHIN THE AREAS TO BE EXCAVATED FOR PLANT PITS AND PLANTING BEDS. PROTECT ALL AREAS THAT ARE TO BE TRUCKED OVER AND UPON WHICH SOIL IS TO BE TEMPORARILY STACKED PENDING ITS RE-USE FOR THE FILLING OF HOLES, PITS, AND BEDS. C. EXCESS SOIL GENERATED FROM THE PLANTING HOLES SHALL BE SPREAD ON THE SITE AS DIRECTED BY THE ARCHITECT. D. PLANTS IN CONTAINERS SHALL HAVE THE CANS OPENED BY CUTTING VERTICALLY ON OPPCSITE SIDES OF EAtH E. THE PLANTS SHALL BE PLANTED AT APPROVED LOCATIONS WITH THE HERETO FORE SPECIFIED CONDITIONER AND SOIL PLANTING BACKFILL. NO PLANT EXCEPT GROUNDCOVER SHALL BE PLANTED WITHIN THREE (3) FEET OF SPRINKLER HEADS. NO TREE SHALL BE PLANTED WITHIN SIX (6) FEET OF SPRINKLER HEADS. F. THE PLANTS SHALL BE PLACED IN THE PLANTING PITS ON UNDISTURBED GRADE, SO THAT THE CROWNS OF THE ROOT BALLS ARE 1" ABOVE SURROUNDING FINISH GRADE. AFTER SETTING THE PLANTS, THE REMAINING BACKFILL MATERIAL SHALL BE CAREFULLY TAMPED AND SETTLES AROUND EACH ROOT BALL TO FILL ALL VOIDS. G. EACH TREE AND SHRUB SHALL BE PLACED IN THE CENTER OF THE HOLE AND SHALL BE SET PLUMB AND HELD RIGIDLY IN POSITION UNTIL THE PLANTING BACKFILL HAS BEEN TAMPED FROM AROUND EACH ROOT BALL. H. PLANTING TABLETS SHALL BE PLACED IN EACH PLANTING HOLE, LOCATED AS PER MANUFACTURER'S SPECIFICATIONS, AT THE FOLLOWING RATES: (1) -5 GRAM TABLET PER LINER AND FLAT SIZE PLANT. (1). 21 GRAM TABLET PER 1-GALLON CONTAINER. (3)-21 GRAM TABLETS PER5-0ALLON CONTAINER. (5). 21 GRAM TABLETS PER 5-GALLON CONTAINER. (1) -21 GRAM TABLET PER EACH 3" OF BOX SIZE. I. NO PLANT WILL BE ACCEPTED IF THE ROOT BALL IS BROKEN OR CRACKED. EITHER BEFORE, DURING OR AFTER THE PROCESS OF 11,STALLATION. J. ALL PLANTS SHALL BE THOROUGHLY WATERED INTO THE FULL DEPTH OF EACH PLANTING HOLE IMMEDIATELY AFTER PLANTING. K. ALL TREES SPECIFIED TO BE STAKED SHALL BE STAKED W1TH TWO LODGE: POLE STAKES, DRIVEN INTO THE GROUND ON THE SIDES OF THE TREE PERPENDICULAR TO THE PREVAILING WINDS. THE STAKES SHALL BE DRIVEN IN PLUMB AND SECURE. SPECIAL CARE SHALL BE TAKEN THAT THE DRIVING IN OF THE STAKE DOES NOT DAMAGE THE TREES ROOTS OR ROOT BALL. TREE TIES SHALL BE FASTENED TO EACH TREE AND STAKE BY LOOPING FIGURE 8'S WITH THE INSIDE DIAMETER OF THE TIE AT 2 OR 3 TIMES THE DIAMETER OF THE TREE AND BY TACKING THE BACK OF THE TIE TO THE STAKE. (SEE DETAILED DRAWINGS). L. ALL TREES SPECIFIED TO BE GUYED SHALL BE GUYED AS DETAILED . M. THE STAKING AND GUYING SHALL BE ACCOMPLISHED IN SUCH A MANNER AS TO INSURE THE PROPER AND HEALTHY GROWTH AND SAFETY OF THE PLANTS, PROPERTY, AND THE PUBLIC. N. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE AND SUBSURFACE DRAINAGE REQUIRED WHICH MAY AFFECT HIS GUARANTEE OF THE TREES, SHRUBS, AND VINES. o. PRUNING AFTER PLANTING SHALL BE REQUIRED ON ALL TREES, SHRUBS, AND VINES WHEN NECESSARY TO PROVIDE THE SPECIFIED OR APPROVED STANDARD SHAPES, FORM AND/OR SIZES CHARACTERISTIC TO EACH PLANT. PRUNING MAY INCLUDE THINNING, TOPPING, AND/OR CUTTING AND SHALL BE UNDER THE DIRECTION OF THE ARCHITECT. CUTS OVER 314 INCH DIAMETER SHALL BE PAINTED WITH APPROVED TREE SEALANT. P. ALL TREES 24" BOX AND LARGER SHALL BE SPOTTED AND PLANTED WITH A CRANE. Q. ALL TREES 24" BOX AND LARGER SHALL BE SPOTTED IN PLACE PRIOR TO THE DIGGING OF THE HOLE . .3 PLANTING GROUNDCOVERS A. GROUNDCOVERS SHALL BE PLANTED IN THE AREAS INDICATED ON THE DRAWINGS. THE GROUNDCOVER PLANTS SHALL BE ROOTED CUTTINGS GROWN IN FLATS, AND SHALL REMAIN IN THOSE FLATS UNTIL TRANSPLANTING. B. ALL GROUNDCOVER PLANTS SHALL BE PLANTED WITH SOIL AROUND ROOTS IN STAGGERED ROWS, EVENLY SPACED AT THE INTERVALS CALLED OUT ON THE DRAWINGS. C. THE GROUNDCOVER PLANTS SHALL BE PLANTED SUFFICIENTLY DEEP TO COVER ALL ROOTS AND A PLANTING TABLET SHALL BE PLACED IN EACH PLANTING HOLE, AS PER MANUFACTURER'S SPECIFICATIONS, AND SHALL BE IMMEDIATELY SPRINKLED AFTER PLANTING UNTIL THE ENTIRE AREA IS SOAKED TO THE FULL DEPTH OF ALL THE HOLES. D. THE GROUNDCOVER PLANTING AREA SHALL BE HAND-SMOOTHED AFTER PLANTING TO PROVIDE AN EVEN, SMOOTH FINAL FINISH GRACE. E. GROUNDCOVER SHALL BE PLANTED WITHIN 12" OF MAIN PLANT STEM WHERE SHRUBS AND TREES ARE PLANTED . 3.6 HERBICIDE APPLICATION: PRE-EMERGENT HERBICIDE SHALL BE APPLIED TO GROUNDCOVER AREAS ONLY, AND IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. DO NOT APPLY IN LAWN OR HYDROSEED AREAS. ARCHITECT SHALL BE NOTIFIED AND PRESENT AT THE TIME OF THE APPLICATION. 3.7 CLEAN-UP AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL AREAS IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER COMPLETION OF PROJECT, CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHING WORK. CONTRACTOR SHALL SWEEP AND CLEAN ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT TO PLANTINGS. CAN WITH NURSERY CAN OPENERS, TIN,--------------------1 -----:;-------=::;-----7 "AS BUILT" SNIPS, OR OTHER APPROVED INSTRUM· ENTS FOR THIS PURPOSE. ALL USED CONTAINERS SHALL BE REMOVEO TO THE STORAGE AREA OR FROM THE SITE DAILY. TITLE DATE ENGINEER'S SIGNAl\JRE REQUIRED ON PAGE 1 ONLY APPROVED APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS: REVIEWED BY: Carlsbad Ga 160 -434-2152 ENGINEERING PLANCHECKER DATE INSPECTOR DATE 1----4--l-----------t---t----ii"-i----i ~ CITY OF CARLSBAD I SHEETS' l2_j PLANNING DEPARTMENT 1 ' DA TE INlllAL DATE INITIAL DATE INlllAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PLANTING 5PEC.IFIC.ATION5 I I Pine Avenue Units OWN BY: WDG CHKD BY: ..,.WQG_ RVWD BY: WQ.G._ PROJECT NO • RP-04-17 DRAWING Nol 434-2L ! .I