Loading...
HomeMy WebLinkAboutDWG 428-9TT; CT 03-02; CARLSBAD RANCH PA 5 MARBRISA VILLA 62; 01-18LANDSCAPE CONSTRUCTION PLANS FOR CARLSBAD RANCH PLANNING AREA 5 -VILLA 62 SITE MAP ' I,; -> :' ,:,--- ' '1, DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEANED 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 SPEC/ACATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONANED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIB/LIT!ES FOR PROJECT DESIGN. THESE PLANS HA VE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, ARE PROTECTION PLAN, AND ALL CONDIT!ONS OF APPROVAL RELATED TO LANDSCAPING. BY: MARK LLOYD PHONE NO: ( 949 ) 276- REGISTRA TION NO: _4~4~0=5 ____ EXP/RAT/ON DA TE: 09-30-26 WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND /RR/CATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER Eir!CIE, LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS 'D ANDSCAPE MANUAL. I CERTJFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PR TIC. NT USE OF WATER. BY: MARK LLOYD DATE: "I PHONE NO: ( 949 ) 276-6 REGISTRATION NO: ~44~0=5 ____ EXP/RAT/ON DA TE: 09-30-26 BACKFLOW PREVENTER TESTING: ALL BACKFLOW PREVENTERS SHALL BE BY A CERTIAED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE WATER DISTRICT. CALL (760) 438-2722 TO OBTAIN APPROVED CONTRACT BACKFLOW TESTERS. PIPE BETWEEN THE METER AND THE BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER~ INSPECTION PROCEDURES: INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIACATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF TH£ WORK WILL CERTIFY THAT TH£ INSTALLATION HAS BEEN COMPLETED BY SUBMITTJNG TH£ "CERTIACATION OF COMPLETION" FORM. A REQUEST FOR A ANAL LANDSCAPE INSPECTION BY TH£ CITY MUST ALSO 8£ MAD£ BY CALLING TH£ INSPECTION REQUEST LIN£ "ANAL LANDSCAPE C£RTIACATION FORM" EMAIL TO: GI.ENOTl?IB-LA.CON GLEN BROUIW::R LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 434-9300. PRIOR TO BEGINNING LANDSCAPE WORK: TH£ CONTRACTOR SHALL CONTACT THE DESIGNER OF WORK PRIOR TO BEGINNING LANDSCAPE WORK AND THE DESIGNER OF b I WORK SHALL REVIEW TH£ PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES Know what's e ow. FROM VIEW AND PROTECT ALL UT/LIT/ES (ABO~ & BELOW GRAD£) FROM INVASIVE PLANT GROWTH AND ROOTS. Call before you dig. \ ~----'"" __ ,/---_,,-__ -- SITE ~µ'+-I (VILLA 62) LOCATION MAP NOTES: • A SEPARATE CITY REVIEW AND APPROVAL JS REQUIRED FOR A/vY PORTIONS or THESE PLANS RFQUJRJNG A BU7LDJNG PFRMJT. Cl7Y APPROVAL OF 7HE5E FLANS IS FOR LANDSCAPE PLANTING AND IRRIGATION ONLY • SEF APPROVED C!TY DWG #428-9PP FOR ADDITIONAL INFORMATION OF l:XJSTJNG POINT OF CONNECTION METER AND IRRIGATION EQUIPTMENT SUCH !IS BACKFLOW PREVENTER, CONTROLLER MASTER VAl VEAND FLOW SENSOR. PRIOR TO OCCUPANCY· PROVIDE ALL OF THE FOLLOWJNCJ CLOSE OUTDOCU,\1EV7S WHIC!f ARE NOW RE(}//!RED PRIOR TO OCCUPANCY A CERTIFICATION OF COMPLETION (P-25-D) B. J,JAJNTENANCE SCHEDUiES C JRRJCJA T!ON SCHliDULES D SOILS RFPORT E CHRTIFICII TION OF CITY PROJF,Cf'RELEASE (P-25f,) F IRR!GATIONAUDJT 0 AS-BUILT PLAlvS H. HYDRO/ONEDJACJARAMRliDUCED, lAMJNATEDAlvDSTORED WITH THE SHEETINDEX TITLE SHEET 1 CONSTRUCTION PLANS 2 CONSTRUCT/JON DETAILS 3 CONSTRUCTION SPECIFICATIONS 4 IRRIGATION RECYCLED WATER TITLE SHEET 5 IRRIGATION PLANS IRRIGATION LEGEND AND NOTES IRRIGATION HYDROZONE MAP IRRIGATION DETAILS IRRIGATION SPECIFICATIONS PLANTING PLANS PLANTING DETAILS PLANTING NOTES PLANTING SPECIFICATIONS LIGHTING PLAN TOTAL SHEETS: PACIFIC OCEAN cosr 6 7-8 9 10-12 13 14 15 16 17 18 18 VICINITY MAP CITY OF VISTA CITY OF ENCINITAS S J R l1111d.,cape ari;h11~e1ure land pla,rning 7859 Sitio Coco Carlsbad, CA 92008 TEL 949176 6500 "w1< s.1an,c.com APPROVED FOR /RR/GA T!ON ANO PLANTING ONLY, INCLUDING PRECISE LOCA T/ON OF PLANTING " AREA. 5 i-------------------1~ AS-BUILT RCE __ _ EXP. ___ _ DATE > i-------------------1;'i REVIEWED BY: -----I INSPECTOR DATE ~ r--r-,----------------r-7---'T--T-1r.====:-::==~;;:;:;:::::::==;::::::;;:::::::=::::::;;;:::;::::;::;:::::::::::::;;:::::::=::::;-1~ l----t---+------~-----+---+--+-----,1-----1 I SHlEET 11 CITY OF CARLS BAD ~ . PLANNING DIVISION -::==='-=================~~ • ALL GRADJNCJ ON SITE SHALL HA VH POSYT!VESURFACE DRA!NAOE(2% MINIMUM UR.ADE IN PLANJlNCJ AREAS'IA WAY FROM STRUCTURES AND TEJ/MJNA TJNCJ lN AN APPROVED DR!IINACJE SY'iTEM IRR[(JATJON CONTROLER LANDSCAPE IMPROVEMENT PLANS FOR: - ~-----~--+----+----------+---+---+----+---I CARLSBAD RANCH PA5, MARBRISA -VILLA 62 I AS-BUILTS: JRRICJAJJON AS-BUILT PLANS ARE REQUIRED TO BE SUBMITTED TO THE CITY AND SHALL Eli PREPARED AS REQUIRED EV THli fiNCJ!NEER!NCJ AND PLANNJNCJ DIVISIONS !HE FINAL PLANS SHOULD BE PREPARED BY THE LA/\VSC'APE ARCHITECT FROM DlMl:NSJONS PROVIDED BY TIIE CONTRACTOR. FINAL AS-BUILT PLANS SHALL BE DllAFlED CLEAR.l Y TO THE SAJ7SFACTJ0lv OF THE CITY, AND FLVALA.\CB[![LT PLANS Will BE R!iQUJRED TO Eli REVIEWED AAV APPROVED BY THE C!TY PRIOR TO RlilEASE OF SECURITIES r" 1----+----+-----------------1-----1---+--+-----1 :===========1c=========~ E APPROVED: -5[r0{Z!f> PLANNING DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION ~ L ____ .s:Ex:£_pi~ra~tio~nc_!D2;a!!:te;J, 0~9-~30~-2!!cJ6 L ____ _L ________________ L:.::,:_::_==_L__:_:.:_:_.:_:__:_:_.:_J.,.'.::::======::'...'.::::=~~~~~=:::::'..~===:::::J< OWN BY: i,;c LPc!td~cs-B82s DRAWING NO, DATE INITIAL DATE INITIAL CHKD BY: Ml OTHER APPROVAL CITY APPROVAL RVWD BY: Ml DEV 3006 28-9MM ------f• -------:::- _, -----------,":'------·-,, ----w----- ,, -r:- r- ,,- r ( ( ____ _ -,;-------;--___ --_---,;:--------------------;~,-----------_ ------;;::---,-,,_:_:_ '-;;;ii}c,;'.t~]' d{;i ---'--------------------------• -·4\· ,< <· ---'-'-"F ---,~-------___ ,._________ _ ____ '; ____ !" __ ,­__ _, _ --7~------------------N ,, r.- ---,-----------------··-------_____ --- ,- -~-- '" ---------------·-·--•-. ----------·---- GENERAL CONSTRUCTION NOTES I. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS ANDI OR GRADE DIFFERENCES EXIST THAT MAY HA VE NOT BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALi, BE IMMEDIATELY BROUGHT TO TIIE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY/COUNTY REP. f AIL URE TO GIVE SUCH NOTIFICATION SHALL RESULT IN THE CONTRACTOR ASSUMING PULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS. ,. f," - Jill . -·----~-~--~ _,,,. l) ---- LIMIT OF WORK LINE __ ,,_ ---------- .....iiill(I.') - SYMBOL LEGEND EQ. IL AC PA i SQ, TYP. SIM, EQUAL PROPERTY LINE AIR CONDITIONING UNIT PLANTER AREA CENTERLINE SQUARE TYPICAL SIMILAR NOTE: AREA DRAINS & DRAIN LINES PER CIVIL'S PLANS PAVING LEGEND (ALLCONC. FLATWORK TOBE4000PSICONCRETEMIN,) 0 ® © @ CONCRETE PAVING TO MATCH EXISTING, THICKNESS, SUB-RASE AND COMPACTED SUB-GRADE REQUIREMENTS PER SOILS REPORT & ENGINEER -SEE DETAIL A/3 CONCRETE STEP PADS TO MAl'CH ADJACENT CONCRETE PAVING-SEE DETAIL B/3 3" DEEP LAYER STABILIZED DECOMPOSED GRANITE PA YING TO MATCH EXISTING VILLA 61 D.G, PAVING -SEE DETAIL C/3 3" DEEP LA YER l" BLACK BEACH ROCK OVER FILTER FABRIC, EDGE WIT! I BLACK ALUMINUM HEADER -SEE DETAIL C/3 CONSTRUCTION NOTATION OJ III III [II [II IT] ITI III m fill EXISTING PAVING TO REMAIN, PROTECT IN PL.ACE EXISTING GRASS-CRETE SGD&E ACCESS TO REMAIN, PROTECT IN PLACE EXISTING UTILITIES AND CONCRETE PADS TO REMAIN, PROTECT IN PLACE EXISTING TRANSFORMER TO REMAIN, PROTECT IN PLACE EXISTING GAS RISER TO REMAIN, PROTECT IN PLACE EXISTING UNDERGROUND UTILITIES/ UTILITY/ COMMUNICATION BOXES TO REMAIN, PROTECT IN Pl ,ACE EXISTING LIGIIT STANDARD TO REMAIN, PROTECT IN PLACE EXISTING CURB AND GUTTER TO REMAIN, PROTECT IN PLACE EXISTING PARKING LOT/ STRIPING TO REMAIN, PROTECT IN PLACE STEEL EDGING -SEE DETAIL C/3 NOTE: ALL "OR EQUAL" ITEMS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PURCHASE AND/OR INSTALLATION. IF ITEMS DO NOT MATCH SPEC., CONTRACTOR SHALL BE REMOVE AND REPLACE SAID ITEMS WITH ITEMS THAT l'vlATCH SPEC. TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT A ND OWNER, ALL AT NO COST TO THE OWNER. GRAPHIC SCALE 10' i ----- SCALE: 1" = 10' APPROVED FOR !RR/GA T/ON ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING 30' i S J R AREA. CJ landscape a1·chi1re111r~ lanJ plunning 7859 Sitio Coco Carlsbad, CA 92008 TEL 949 276 65110 www.sjcnnc.er,m 1----------------------1>' 0 RCE ___ _ REVIEWED BY: INSPECTOR AS-BUILT 0 8 > is Cl § EXP, ___ _ DATE < 5c DATE 2. CONTRACTOR SIIALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUB-CONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS. I----+--+-----------t----+-+-----t---t I SH2EET 11 CITY Q F CARLS BAD I ~u, _ PLANNING DIVISION _ , 1-----+---+--------------------+---+---+---+---I ~~~~~~~~~~~~~~~~======= ~ 4. REFER TO CIVIL ENGINEER'S PRECISE GRADING PLANS FOR ALL DRAINAGE AND GRADING REQUIREMENTS. DEVIATIONS FROM T.G., F.G, & H.P. ELEVATIONS WILL NOT BE ALLOWED WITHOUT THE CIVIL ENGINEER OF RECORD & CITY REPRESENTATIVE'S APPROVAL. GRADING & ELEVATIONS -lvlUST BE CERTIFIED BEFORE PLACEMENT OF PLANTS & MULCH. 5. CONTRACTOR SHALL COORDINATE IRRJGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS REQUIRED. REFER TO IRRJGATION PLANS. 6, IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH WRITTEN GRADES, AND/OR DIMENSIONS, THE WRITTEN INFORMATION SHALL TAKE PRECEDENCE. Know what's below. Call before you dig. DATE INITIAL DESIGNER OF WORK Expiration Date: 09-30-26 REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR: ~ ;:: CARISBAD RANCH PA5, MARBRISA -VILLA 62 ~ OWN BY: KC CHKD BY: ~M=i __ RVWD BY: Ml g "' u " CJ DRAWING NO. ~ 28-9MM ~ C 3 TURF/ PLANTING AREA DG/ PLANTING AREA ALUMINUM EDGING 4 1 4 i,e';-------{ 5 ' LEGEND CD 0 G) 0 0 0 FINISH GRADE @ PLANTING AREA FlNISH GRADE I SURF ACE OF D.G. / ORA VEL TURF SIDE 3/16" THK. ALUMINUM HEADER ALUM./ STEEL STAKE@ 4'-0" MAX., SECURE WITH (2) S.M. SCREWS. WEED BLOCK FILTER FABRIC B ,, LENGTH/ WIDTH PER PLAN 'I 3" CLEAR , "' t,'-' , ,, SECTION LEGEND CD 0 G) 0 0 CONCRETE STEP PADS FINISH SURF ACE -REFER TO PA VINO LEGEND FOR COLOR/ FINISH 1/4" RADIUS, ALL EDGES, TYP. 6"X6" X J0XI0 E.W.W.M. PLACED AT PAD MfD-HEIGHT (UNLESS OTHERWISE DIRECTED BY SOILS REPORT) FINISH GRADE COMPACTED SUBGRADE PER SOILS REPORT 3 \;,J~SCAp ~ 0 . '.fr, ,':i,,'C' ~ ~~ 0C.:,'A ,,~,..-a ::::: I , ~ AJIGKATURE "-:/ •nXP. 9130126 * ".), 4-28-26 ~ A SECTION LEGEND CD 0 G) 0 FINISH SURF ACE -REFER TO PA VINO LEGEND FOR COLOR I FINISH 1/4" RADIUS, TYP. COMPACTED SUBGRADE PER SOILS REPORT 1/4" POLY FELT EXPANSION JOINT-FILL TOP 1/4" WITH TffiOKOL SEALANT, OR APPROVED EQUAL CONCRETE PAVING 0 0 5 6 1/8" WIDTH X 3/4" DEPTH SAW CUT JOINT/ HAND TOOL JOINT 6"x6" x l0xl0 E.W.W.M. PLACED AT PAVING MID-HEIGHT (UNLESS OTHERWISE DIRECTED BY SOILS REPORT) NOTES: A. REFER TO CONSTRUCTION PLANS FOR SAW CUT JOINT AND HAND TOOL LOCATIONS. B. INSTALL EXPANSION JOINTS AT 20 FEET ON CENTER, TYP. (UNLESS OTHERWISE DIRECTED BY SOILS REPORT) APPRO VEO FOR !RR/GA T!ON ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING ~ S J H landscape 11rch1tec/ure land p/a11JJing 7859 Sitio Coco Carlsbad, CA 92008 !"LL •1~9 276 0500 AREA. ~ -----------------, AS-BUILT ~ ::: C) § -< -----..J RCE __ _ EXP, ___ _ DATE g -< ~ ------------------," REVIEWED BY: ~ INSPECTOR -< :, -----@ DATE "' C ,~-""T---------~--i-~-r-r-~;==:::::::::::;-:===::;:::~:::::::::;;:::;;:::::;:=::;:::;:::::::::;::::::;;:::::::::::;1~ t-----+--t------------i--------t-----i-----------,---, I SH3EET 11 c ITY o F c ARLS BAD I ~ . PLANNING DIVISION . :e 1----+--+--------------t---+--t-----j---j ;==::;:::::::'...,'.::::==:::::::::=======:;:::;:::::;::;=::;::::::;;::;====== Cs LANDSCAPE IMPROVEMENT PLANS FOR: CARLSBAD RANCH PA5, MARBRISA -VILLA 62 APPROVED: /' f"I I /{f/A,1,. PLANNING . f • '>/';,, UATIJ -,,,,:-I~ C or C~c \\\:i DATE INITIAL DESIGNER OF WORK Expiration Date: 09-30-26 REVISION DESCRIPTION DATE INITIAL DA TE INITIAL DWN BY: ,a.. PROJECT NO. DRAWING NO. 8 CHKD BY: ~M=I-LPC2025-0026 IA °' , ,R,...,_V.'.-"WDc'...__'.c:.Bc..:,Y:-=M==I = DEV 3006 r-t28-9MM I~ OTHER APPROVAL CITY APPROVAL -~---~~-~------< GENERAL NOTES 1.0 BIDS, CONTRACTS AND INSURANCE A EACH BIDDER SHALL INSPECT THE SlTE BEFORE SUBMITTING HIS BID. B. TIIE OWNER RESERVES THE RTGIIT TO REJECT ANY OR ALL BIDS. C. SEPARATE CONTRACTS: THE OWNER RESERVES THE RIGHT TO LET OTHER CONTRACTS TN CONNECTION WITH HIS WORK. THE CONTRACTOR SHALL AFFORD OTHER CONTRACTORS REASONABLE OPPORTUNITY FOR THE EXECUTION OF THEIR WORK, AND SHALL PROPERLY COORDINATE HIS WORK WITH THEIRS. D. LTABILITY AND COMPENSATION INSURANCE: THE CONTRACTOR SHALL CARRY AND PAY FOR ADEQUATE LIABILITY AND COMPENSATION INSURANCE AND SHALL, IF REQUIRED, FURNISH THE OWNER WITH EVIDENCE TO THIS EFFECT. E. GUARANTEE BONDS: THE OWNER SHALL HA VE THE RIGHT, PRIOR TO THE SIGNING OF THE CONTRACT TO REQUIRE THE CONTRACTOR TO FURNISH BOND COVERING OF THE FAITHFUL PERFORMANCE OF THE CONTRACT AND THE PAYMENT OF ALL OBLIGATIONS ARJSING THEREUNDER, IN SUCH FO&Vl AS THE OWNER MAY PRESCRIBE AND WITH SUCH SURETIES AS !IE MAY APPROVE. IF SUCH BOND IS REQUIRED, Tl-IE PREMIUM S!IALL BE PAID BY THE OWNER. 2.0 PLANS AND PERMITS A. ALL CONSTRUCTION SHALL BE ACCORDING TO CONSTRUCTION DOCUMENTS AND SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE !J.B.C. B. CORRELATION OF DRAWINGS AND SPECIFICATIONS: ANY WORK NOT ACCORDING TO DRAWINGS AND SPECIFTCATIONS OR ORDTNANCES AND LAWS SHALL BE REMOVED. C. DO NOT SCALE DRAWINGS. USE DIMENSIONS INDICATED. D. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE IMMEDIATE ATTENTION OF THE LANDSCAPE ARCHITECT. FAILURE TO DO SO WILL PLACE RESPONSIBILITY ON THE CONTRACTOR. E. PERMITS, FEES, ETC.: TIIE CONTRACTOR SHALL ARRANGE AND PAY FOR THE BUILDING PERMIT AND EACH SUBCONTRACTOR SHALL ARRANGE AND PAY FOR PERMITS FOR THEIR RESPECTIVE WORK. 3.0 EXECUTION A. CONTRACTOR TO VERIFY ON SITE, ALL DIMENSIONS AND LOCATION OF ANY UNDERGROUND UTIUT[ES. fl. DEMOLITION AND REMOVALS SHALL PROCEED ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT/OWNER. C. CUT, CAP, OR PLUG, AS REQUTRED, THOSE UTILITY LINES SERVING THE AREA WITHIN THE PROJECT LIMITS SHALL REMAIN UNINTERRUPTED DURING THE WORK PROGRESS. D. CARE IS TO BE TAKEN NOT TO DEFACE, CRACK OR DAMAGE ANY EXISTING STRUCTURES. FENCES OR CONCRETE WORK. ALL DAMAGES TO BE REPAIRED AT THE CONTRACTOR'S EXPENSE. E. CUTTING AND PATCHING: THE CONTRACTOR SHALL DO ALL CUTTING, FITTING OR PATCHING OF HIS WORK THAT MAYBE REQUIRED TO MAKE IT COMPLETE AS SHOWN BY DRAWINGS AND SPECIFICATIONS. ANY COST CAUSED BY DEFECTIVE OR ILL-TIMED WORK SHALL BE BOIUsE BY THE PARTY RESPONSIBLE THEREFORE. F. CLEANTNG: IT SHALL BE THE DUTY OF EACH SUBCONTRACTOR TO REMOVE IIIS OWN RUBBISH PROM THE PREMISES AND KEEP THE JOB CLEAN AT ALL TIMES. HE SHALL PROTECT WORK OF ALL OTITER CONTRACTORS. G. CONTRACTOR SHALL THOROUGHLY CLEAN !JP SITE AND REMOVE ALL DEBRJS AND EXTRANEOUS MATERIAL FROM THE SITE PRIOR TO FINAL APPROVAL. H. CONDUCT OF THE WORK: THE CONTRACTOR SHALL, AT ALL TIMES, KEEP A COMPETENT FOREMAN ON THE JOB WHO SHALL BE IN CHARGE OF THE ENTIRE WORK INCLUDING THE WORK OF HIS SUBCONTRACTORS. HE SHALL BE RESPONSIBLE FOR ITS ACCURACY. 4.0 EXTRAS AND SUBSTITUTIONS A. ANY EXTRAS TO BE APPROVED IN WRITING BY THE OWNER PRIOR TO ANY CONSTRUCTION. B. THERE ARE TO BE NO SUBSTITUTIONS WITHOUT THE PRIOR APPROVAL Of TIIE LANDSCAPE ARCITITECT. 5.0 PAYMENT LIEN RELEASES FOR THE COMPLETED WORK SHALL BE SUBMITTED PRIOR TO PAYMENT FOR SAID WORK. MASONRY SPECIFICATIONS 1.0 SCOPE OF WORK A. GENERAL: THIS WORK SHALL CONSIST OF FURNISHING ALL LABOR AND MATEIUALS FOR CONSTRUCTION OR INSTALLATION OF ALL LABOR AND STRUCTURES, AND BRICK OR TILE AS DETAfLED ON THE PLANS. B. WORK INCLIIDES THE INSTALLATION OF ANCHORS AND INSERTS FURNISHED BY OTHER REQUIRED FOR OTHER TRADES, REINFORCEMENT STEEL, CONCRETE BASES OR FOOTINGS, AND STUCCO FINISHES. 2.0 MATERIALS A. REFER TO PLANS FOR SPECIFIC MATERIAL TYPES, COLORS FINISHES, ETC. B. CONCRETE MASONRY UNITS: CONFORM TO ASTM C90, GRADE N-11 AND THE REQUIREMENTS OF THE QUALITY CONTROL STA ND ARDS OF THE CONCRETE MASONRY ASSOCIATION; AS MANUFACTURED BY ORCO BLOCK CO., OR EQUAL. C. PORTLAND CEMENT: CONFORM TO ASTM Cl 50, TYPE I OR TYPE II, TYPE, LOW ALKALI. USE ONLY ONE BRAND THROUGHOUT WORK. PROVIDE WHITE CEMENT AS REQUIRED FOR USE IN COLORED MORTAR. D. HYDRAIED LIME: CONFORM TO ASTM C207, TYPES, AND CONTAINING 95% BY WEIGHT OF CALCIUM OXIDE. E. AGGREGATES: CONFORMTOASTMCl44. E. l. SAND: CONSIST OF FINE GRANULAR MATERIALS, (NOT LESS THAN 5% PASSING NO. 8 SIEVE), COMPOSED OF HARD, STRONG DURABLE MINERAL PARTICLES, FREE FROM INJURJOUS AMOUNTS OF SALINE, ALKALINE, ORGANIC OR OTHER DELETERIOUS SUBSTANCES. E.2. PEA GRAVEL: GRADED WITIINOMORE THAN 5%PASSING THE NO. 8 SIEVE AND WITH 100% PASSING THE 3/8" SIEVE. F. REINFORCING STEEL: NEW, TESTED DEFORMED BARS OF DOMESTIC MANUFACTURE CONFORMTNG TO ASTM 1615. G. WA ITR: CLEAN, POTABLE, FROM DOMESTIC SUPPLY. H. ADMIXTURE FOR MORTAR: "RED LABEL" USED TN ACCORDANCE WITH THE SPECIFICATIONS. I. MORTAR: f'RESHLY PREPARED AND UNTFORMI,YMIXED TN THE RATIO BY VOLUMES or I PART CEMENT, 1/2 PART LIME PUTTY, 4 1/2 PARTS SAND. PUTTY SHALL BE OMITTED. MORTAR SHALL MATCH COLOR OF BLOCK, UNLESS OTIIERWISE SPECIFIED. J. GROUT: FLUID CONSISTENCY AND MIXED IN THE RATIO BY PARTS SAND, 2 PARTS PEA GRAVEL. K. LIME PUTTY: ASTM CS, HIGH CALCIUM LIME, COMPLETELY SLAKED BEFORE USING. 3.0 EXECUTION A. EXECUTE WORK IN BEST WORKMA NSHTP LIKE MANNER IN FULL COMPLIANCE WITH APPLICABLE BUILDING ORDINANCES. B. CONCRETE BLOCK SHALL BE LAID AS RETNFORCED FILL C.ELL UNIT MASONRY. BLOCK SHALL BE LAID ON 3/8" THICK FULL MORTAR BED ON ALL WEBS AND FACE SHELLS. VERTICAL FACES OF HEAD JOINTS SHALL BE WELL BUTTERED TO A DEPTH OF l 112" FROM EXTERIOR FACES AND ALL JOINTS SHALL BE SHOVED INTO PLACE, SO THE MORTAR BONDS WELL WITH BOTH BLOCKS. FURROWING OF THE MORTAR IS NOT PERMITTED. INTERSECTING MASONRY SHALL BE GROUTED TN 4'-0" MAXIMUM POURS. UNLESS OTHERWISE NOTED ON PLANS, ALL CELLS CONTAINING REINFORCING SHALL BE SOL][) GROUTED. PUDDLE TITE GROUT WITH A STICK IN EACH CELL. EACH TIME IT IS POURED, TO OBTAIN A COMPLETE FILLING OF THE VOIDS. RECONSOLTDATE ALL GROUT. Rl!N ALL HORIZONTAL BARS TN BOND BEAM BLOCK AND LAP AROUND CORNER AND AT ALL SPLICE 2'-0" MINIMUM. RUN ALL VERTICAL BARS IN OPEN END BLOCK. C. DO NOT START MASONRY IF THE HORIZONTAL OR VERTICAL ALIGNMENT OF THF FOUNDATION IS A MAXIMUM OF I" TOTAL IN ERROR. D. ALL UNITS SHALL BE CLEAN WHERE LAID. CONCRETE UNITS SHALL BE DRY. BRICK SHALL BE WETTED BUT HAVE NO FREE MOVING WATER WHEN LAID. E. WHERE NO BOND PATTERN IS SHOWN ON THE PLANS, THE WALL SHALL BE RUNNING BOND. F. WHERE MASONRY UNIT CUTTING IS NECESSARY, MAKE ALL CUTS NEAT AND REGULAR, EDGES EXPOSED IN THE FINISHED WORK SHALL BE CUT WTTH A POWER DRNEN ABRASIVE SAW. G. MORTAR JOINTS SHALL BE STRAIGHT, CLEAN AND UNIFORM IN THICKNESS. UNLESS OTHERWISE SPECIFIED OR DETAILED, HORJZONTAL AND VERTICAL JOINTS SHALL BE APPROXIMATELY 3/8" TIIICK FOR PRECISION BLOCS. BRICK JOINTS TO BE 1/2" -3/8" THICK WITHA MAXIMUM DEPTH OF 3/8" RAKE. H. UNLESS OTHERWISE SHOWN ON PLANS, EXPOSED WALLS SHAl,L HAVE DENSE, SLIGHTLY CONCA VE SURFACE WELL BONDED TO THE BLOCK AT THE EDGES. PERFORM TOOLING WHEN THE MORTAR IS PARTIALLY SET BUT STILL SUFFICIENTLY PLASTIC TO BOND. DO ALL TOOLING WITH A TOOL WHICH COMPACTS THE MORTAR, PRESSING THE EXCESS MORTAR OUT OF IT RATHER THAN DRAGGING IT OUT. WHERE WALL SURF ACE IS TO BE PLAST.FRED, MAKE MORTAR JOINTS FLUSH WITH BLOCK FACE. I. IF IT IS NOT NECESSARY TO MOVE A BLOCK SO AS TO OPEN A JOINT, REMOVE TI-IE BLOCK FROM THE WALL, CLEAN AND SET IN FRESH MORTAR. J. CONCRETE FOOTINGS TO ATTAIN 2800 PSI AT 28 DAYS (MAX. 4 1/2" SLUMP). I<. THE OWNER'S REPRESENTATIVE IS TO BE NOTIFIED 24 HOURS PRIOR TO CONCRETE POUR IN ORDER THAT THE FORMS AND REINFORCEMENT MAY BE INSPECTED. L. CO-ORDINATE PLACEMENT OF WATER A ND ELECTRICAL LINES PRIOR TO CONCRETE POUR. VERIFY LOCATION OF ALL P.V.C. SLEEVES AND ELECTRIC SOURCE FOR IRRIGATION CLOCK WITH LANDSCAPE CONTRACTOR. M. MASON TO BE RESPONSIBLE FOR SETTING ALL S.P.O.'S SWITCHES, AND I-BOXES FLUSH WITH STRUCTURE, AND FOR SETTING BOLTS, ANCHORS, AND INSERTS FOR ATTACHMENTS BY OTHER TRADES. N. PLACING REINFORCING STEEL: N.l. WHERE HORIZONTAL COURSES ARE TO BE FILLED, USE METAL STOPS. USE OF PAPER STOPS WILL NOT BE PERMITTED. ALL HORJZONTAL REINFORCING ST.EEL SHALL BE LAID IN A COURSE OF BOND BEAM BLOCK FILLED WITH MORTAR. N.2. CUT BRICK WTTH POWER DRIVEN ABRASIVE SAW ONLY. CUT NEAT TRUE LINE WITHOUT CHIPS ON EXPOSED FACES, CONCEAL CUT FACES WHERE POSSIBLE, DO NOT LAY BRICKS LESS THAN 1/4 LENGTH IN EXPOSED WORK. IF ANY BRlCK MUST BE REMOVED OR SHIFTED AFTER TT HAS BEEN LAID, REMOVE SETTING MORTAR, CLEAN BRICK THOROUGHLY, APPLY FRESH MORTAR AND RE-LAY. N.3. LAY MASONRY TRUE, LEVEL, AND PLUMB WITH ANGLE SQUARE TN ACCORDANCE WITH PLANS. 0. SEAL BACK OF PLANTER WALLS WITH APPROVED ELASTOMER IC WATERPROOF MEMBRANE. P. BACKFILL BEIIIND ALL WALLS AND MASONRY STRUCTURES, AS REQUIRED AND AS PER DETAILS. DACK.PILL IN PLANTERS TO BE TOP GRADE SANDY LOAM TOPSOIL. SWALE EARTH FOR PROPER DRAINAGE. WllERE CONCRETE SLABS OCCUR NEXT TO WALLS. BACKFILL SHALL BE COMPACTED TO 90%. 4.0 CLEANING A. SPECIAL CARE SHALL BE USED TO PREVENT STAINING OF EXPOSED AND GROUT. ANY MORTAR OR GROUT WHTCII COMES IN SUCH FACES SHALL BE PROMPTLY AND THOROUGHLY REMOVED BY AFFECT! VE AND APPROVED MEANS. B. ENTIRE SITE TO BE CLEANED AND ALL DEBRIS REMOVED PRIOR TO FINAL INSPECTION. WOODWORKING SPECIFICATIONS 1.0 SCOPE OF WORK A. GENERAL: THIS WORK SHALL CONSIST OF FURNISHING ALL LABOR AND MATERJAL FOR CONSTRUCTION OF OVERJ-IEAD WOOD TRELLIS, FENCES, AND SCREENS, AS DETAILED ON THE PLANS. THE WORK DOES NOT INCLUDE POST FOOTINGS AND HARDWARE SET TN PAVED AREAS. B. COORDINATION: WOOD WORK CONTRACTOR SHALL LOCATE AND STAKE POST LOCATIONS FOR CONCRETE AND/OR MASONRY CONTRACTOR BEFORE PAVING OR MASONRY WORK IS BEGUN. C. SITE CONDITIONS: VERIFY ALL DIMENSIONS AND SITE CONDITIONS ON THE SITE PRIOR TO BEGINNING WORK. ANY DISCREPANCIES SHALL BE CALLED TO THE IMMEDIATE ATTENTION OF THE LANDSCAPE ARCIIITECT. D. PERMITS: CONTRACTOR SHALL OBTAIN ALL BUILDING PERMITS AND APPROVALS. (REFER TO GENERAL NOTES). 2.0 MATERIALS A. GENERAL: ALL MATERIALS SHALL BE NEW AND PROPERLY GRADE-MARKED OR CERTIFIED. ONLY LUMBER CONSISTING OF SOUND WOOD, FREE OF DECAY, WARPING, SPLITS OR CHECKS WILL BE ACCEPTABLE. B. LUMBER: B.1. ALL LUMBER SIZES SHOWN ON THE PLANS OR SPECIFIED REFER TO NOMINAL SIZES AND THE AMERICAN STANDARD ROUGH AND DRESSED SIZES WILL BE ACCEPTED AS CONFORMING THERETO. B.2. DOUGLAS FIR SHALL BE OF THE SPECJES "PSEUDOTS!JGA MENZIES[]" AND SHALL BE GRADED TN ACCORDANCE WITH THE CURRENT STANDARD GRADING AND DRESSING RULES FOR DOUGLAS FIR ADOPTED BY THE WEST COAST BUREAU OF LUMBER GRADES AND INSPECTION. B.3. CEDAR SHALL BE OF THE SPECIES "CHAMAECYPARIS LAWSONIANA" AND SHALL BE GRADED TN ACCORDANCE WITH THE CURRENT GRADING AND DRESSING RULES. B.4. ALL WOOD BEARING ON CONCRETE OR MASONRY LESS THAN 4'-0" ABOVE GRADE SHALL BE PRESSURE TREATED. WOOD JOINTS OR THE BOTTOM OF WOOD FLOORS LESS THAN 18" ABOVE GRADE SHALL ALSO B PRESSURE TREAT.ED. R.5. ALL STRUCTURAL MEMBER (I.E., BEAMS, RAFTERS, POSTS, JOINTS) TO BE DOUGLAS FIR NO. I OR BETTER UNLESS OTHERWISE NOTED. ALL LATH AND DECKING AS SPECIFIED. C. HARDWARE: C.l. NAILS TO BE GENERAL FRAMING COMMON OF STANDARD SIZE AND FORM, HOT DIPPED GALVANIZED OR ALUMINUM, UNLESS SPECIFICALLY NOTED. BOX NAILS WILL BE ACCEPTED. C.2. WASHERS TO BE REINFORCED MALLEABLE TRON, GALVANIZED. C.3. ALL BRACKETS AND HANGERS TO BE SIMPSON OR APPROVED EQUAL. 3.0 EXECUTION A. WORJ(MANSHIP: ALL WOODWORK SHALL BE CUT, FITTED, JOINTED TOGETHER TIED, SET TO REQUIRED LINES AND LEVEi ,S, SHORED IN PLACE ETC., IN A NEAT WORKMANl,IKE MANNER TO THE ENTIRE SATISFACTION OF THE LANDSCAPE ARCHITECT. ALL SPLIT WOOD SHALL BE REMOVED AND REPLACED. B. BOLTING: HEADS AND NUTS OF MACHINE BOLTS AND NUTS OF CARRIAGE BOLTS SHALL HA VE WASHERS, EXCEPT AGAINST STEEL PLATES. BOLT, SPLICE AND HAND ALL BEAMS AS SHOWN ON DRAWINGS. CUT ALL BOLTS FLUSH WITH NUTS, PLAIN SMOOTH AND REMOVE ALL BURRS. HOLES FOR BOLTS SHALL BE BORED 1/32" TO 1/16" LARGER THAN NOMINAL BOLT DIAMETER. NAILS SHALL NOT BE INSTALLED CLOSER THAN 1/2 TIIETR LENGTHS AND DRJLLED HOLES, ONE SIZE SMALLER THAN NAIL SHANK, SHALL BE USED WHERE WOOD MEMBERS ARE LIABLE TO BE SPLIT BY NORMALLY DRIVEN NAILS. ALL NAILING SHALL BE IN ACCORDANCE WITH !J.B.C. C. STRUCTURAL MEMBERS SIIALL NOT BE CUT FOR PIPES, ETC.,UNLESS SPECTFJCALLY NOTED OR DETAILED. D. FINTSHING: CONTRACTOR TO STAIN, PAINT OR SEAL WOOD. REFER TO DRAWINGS. PAINT ALL METAL TO MATCH WOOD FINISH UNLESS NOT.ED OTHERWISE WITH (1) COAT ZINC RICH PRIMER AND (2) COATS SEMI-GLOSS OIL BASE EXTERIOR PAINT. E. CLEANUP: CONTRACTOR SHALL DAILY REMOVE ALL RUBBISH, SCRAPS, EXTRANEOUS CONCRETE AND HARDWARE FROM TI-IF PREMISES AND KEEP Tl-IE JOB REASONABLY CLEAN AT ALL TIMES. SPILLED OR OVERSPRA YED PAINT SHALL BE IMMEDIATELY CLEANED OFF OF FINISHED SURFACES TO THE LANDSCAPE ARCHITECT'S SATISFACTION. SPECIAL CARE SHALL BE EXERCISED TO PREVENT ACCUMULATIONS OF MATERIAL TO FORM A FIRE OR SAFETY HAZARD. TUBULAR STEEL 1.0 SCOPE OF WORK WORK INCLUDED: A. FURNISH AND INSTALL TUBUT"AR STEEL PER PLANS, DETAILS AND SPECIFICATIONS. RELATED WORK SPECIFIED IN THIS SECTION: 2.0 QUALITY ASSURANCE A. QUALIFICATIONS A. I. PERFORM SHOP WELDING ON THE PREMISES OF A FABRICATOR LICENSED BY THE CITY BUILDING AND SAFETY DEPARTMENT. A.2. PERFORM WELDING BY WELDERS APPROVED AND CERTJFIED IN ACCORDANCE WITH REQUIREMENTS OF AWS. B. REFERENCESTANDARDS B. l. "AISC" STEEL CONSTRUCTION MANUAL. B.2. "CODE FOR ARC AND GAS WELDING IN BJJILDING CONSTRUCTION". AWS Fl.0 OF THE AMERICAN WELDING SOCTETY. B.3. "METAL FTNTSHES MANUAL", OF THE NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS (NAAMM). 3.0 SUBMl1TALS A. SUBMIT COMPLETE SHOP DRAWINGS TO THE LANDSCAPE ARCHITECT AND/OR OWNER'S REPRESENTATIVE FOR REVIEW IN ADVANCE OF FABRICATION. A. l. SHOW DIMENSIONS, SITES, THICKNESSES, GAUGES, FINISHES, JOINING, ATTACHMENTS AND RELATIONSHIP TO ADJACENT WORK. A.2. WHERE WELDED CONNECTIONS, CONCRETE INSERTS, AND OTHER ITEMS ARE REQUIRED TO RECEIVE OTHER WORK, SHOW EXACT LOCATIONS REQUIRED. A.3. FOR STANDARD MANUFACTURED ITEMS, SUBMIT WORK SHEETS SHOWING ILUJSTRATED CUTS OF ITEMS TO BE FURNISHED, SCALE, DETAILS AND DIMENSIONS. 4.0 MATERIALS A. ROLLED STFEL SHAPES fu'iD ST.EEL PLATES: ASTM A36. B. STl!EL TUBING: ASCI M A500 GRADE A, OR ASTM 1501 SEAMLESS, G.A. PER DETAILS. C. STEEL PIPE: ASTM A53, TYPE E ORS, GRADE A OR Al 20, GALVANIZED 6" DIAMETER. D. STEEL BOLTS: ASTM A307, GRADE A. E. WELDING RODS: CON'FORM TO AWS REQUIREMENTS FOR INTENDED USE. F. CONCRETE INSERTS: AS INDICATED ON THE PLANS. G. SHOP PRIME-COAT PAINT: CONFORM TO EITHER JiS TT-P-86 TYPE II FOR RED LEAD/ALKYD TYPE PAINT OR TO rs TT-P-45 FOR ZINC CHROMATE TYPE PAINT, (2) SHOP COATS. H. TOUCH-UP FOR GALVANIZED SURFACES: ALL STATE No. 321 GALVANIZING POWDER (30% TIN, 30% ZINC, 40% LEAD AND FLUX) AS MANUFACTURED BY ALL STATE WELDING ALLOYS CO., OR SPEED GAL VANJZED BY W.D.L. CO. OR EQUAL. I. NON-SHRINK GROUT: MINI WAX CONSTRUCTION PRODUCTS DIVISION POR-ROCK, OR APPROVED EQUAL. .I. METAL ENAMEL: FS TT-P-37C, (2 COATS). 5.0 F ABRICA TTON A. CONFORM TO THE REQUIREMENTS OF THE REFERENCED STANDARDS. A.I. FORMANlJAL WELDING, USE LOW HYDROGEN TYPE E-7015 AN!) 7016 ELECTRODES. A.2. WELD PREHEAT SHALL BE DETERMINED FROM MILL REPORTS SHOWING THE CHEMICAL COMPOSITION OF THE REINFORCEMENT. B. SHOP PRIME ALL FERROUS ITEMS TO I MILi. DRY COAT THICKNESS AFTER F ABRTCA TION, DE-BURRJNG AND GRIND!NG SMOOTII WELDS AND ROUGH SPOTS. TOUCH-UP AFTER INSTALLATION. LEA VE IN PROPER CONDITION TO RECEIVE FINISH PAINTING. B.1. DO NOT PAINT REBAR AND STEEL SURFACES TO BE EMBEDDED TN OR BONDED TO CONCRETE. C. WELDS SHALL BE GROUND SMOOTHLY, ALL WELD SPATTER REMOVED AND WORK SHALL COMPLY WITH THE SPECIFICATIONS OF THE "AMERICAN WELDING SOCIETY." D. SUBCONTRACTOR TO PERFORM ALL THE ABOVE WORK IN ACCORDANCE WITH THE GOVEIU-IING PLANS AND SPECIFICATIONS. 6.0 COORDINATION WITH OTHER WORK A. EXAMINE ORA WINGS AND SPECIFICATIONS, AND INCLUDE ALL MISCELLANEOUS METAL WORK WHICH IS NOT DISTINCTLY SPECIFIED IN OTHER SECTIONS. B. PROVIDE ALL CONNECTIONS, ANCHORS, BOLTS, WELDING, CUTTING, PUNCHING, DRJLLING, TAPPING OR OTHER CONNECTION REQUIRED TO FIT MISCELLANEOUS METAL WITH OTHER WORK. C. PROVIDE ITEMS TO BE INSTALLED BY OTHER TRADES WELL IN ADVANCE, TO PERMIT PROPER SEQUENCING AND SCHEDULING OF OTHER WORK. 7.0 INSTALLATION A. MISCELLANEOUS METALWORK SHALL BE FREF FROM DEFECTS WHICH WOULD IMPAIR STRENG11l, DURABILITY AND APPEARANCE. B. ERECT PLUMB, STRAIGHT, TRUE AND ACCURATELY FIT TN PLACE BRACE, REINFORCE, AND ANCHOR IN PLACE. GRIND ALL FIELD WELDS. C. PROVIDE NON-SHRINK GROUTING OF ALL FRAMES, PLATES, SILLS, BOLTS AND OTHER ITEMS NOT DESIGNATED TO BE DONE BY OTHERS. D. CONCEAL ALL CONNECTIONS TN THE FINISHED WORK, WHERE POSSIBLE. EXPOSED SCREW CONNECTIONS SHALL BE ALLEN HEAD SCREWS MATCHING THE MATERIAL THEY FASTEN. E. SET BASE PLATE FOR SUPPORT POSTS., TRUE AND PLUMB IN CONCRETE FOOTING PER DETAILS. F. PROTECT ALL DISSIMILAR METALS FROM GALVANIC CORROSION BY PRESSURE TAPES, COATINGS, OR ISOLATORS. G. AFTER ERECTION, CLEAN OFF ALL RUST, SCALE AND OIL. CLEAN FIELD WELDS, BOLTS, AND ABRADED AREAS. TOUCH-UP ALL AREAS WITH THE SAME MATERIAL AS USED FOR TIIE SHOP COAT, LEAVING ALL SURFACES READY TO RECETVE FINISH COATS. APPLY SECOND COAT OF PRIMER ON SITE. H. APPLY (2) COATS ZINC RICH PRIMER COAT AND TWO FINISH COATS OF EXTERIOR METAL ENAMEL TO METAL SURFACES, COLOR AS SELECTED BY OWNER'S REPRESENTATIVE. 8.0 REPAIR OF DEFECTS ALL DEFECTIVE OR DAMAGED WORK SHALL BE REPLACED, REMOVED AND REPAIRED AS DIRECTED BY THE LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE AT NO COST TO THE OWNER. 9.0 CLEAN-UP A. CLEAN-UP AND REMOVE FROM THE SITE ALL UNUSED MATERIALS AND DEBRJS RESULTING FROM THE PERFORMANCE OF THIS WORK NOT LESS TIIAN ONCE A WEEK OR THE LAST WORKING DAY EACH WEEK. ALL TRASH SHALL BE REMOVED COMPLETELY FROM THE PROJECT SITE. B. TOUCHUP-CONTRACTOR SHALL CLEAN AND RETOUCH CONTRACTOR'S WORK AS NECESSARY, OR AS REQUIRED FOR FINAL APPROVAL BY THE LANDSCAPE ARCHITECT WITHIN 24 HOURS NOTICE. C. UNPAINTED SURF ACE-CONTRACTOR SHALL LEAVE ALL SURF ACES NOT TO BE PAINTED, PA YING, HARDWARE, OR PLANT MATERIALS FREE FROM ANY PAINT, STAIN, SPATTERING, SMEARS OR SMUDGES WI-ITCH ARE THE RESULT OF THE CONTRACTORS OPERATION. D. LOCATION, CONTRACTOR SHALL NOT CLEAN EQUIPMENT AND BRUSHES OR DISPOSE OF TlllNNERS, PAINT OR OTHERS CHEMICALS IN ARFAS TO BE PLANTED OR IN THE VICINITY OF EXISTING PLANTS. CONCRETE 1.0 SCOPE OF WORK FURNISH AND INSTALL ALL CONCRETE WORK COMPLETE AS INDICATED ON THE DRAWINGS AND SPECIFICATIONS INCLUDING, BUT NOT LIMITED TO: A. FURNISH AND SET ALL REINFORCING STEEL, BOLTS AND ANCHORS. B. INSTALL ALL ITEMS REQUIRED BY OTHER TRADES WHICH ARE TO BE CAST INTO CONCRETE. C. CONCRETE MOW CURBS, BANDING, OTHER FLATWORK, FOOTINGS, PADS AND SLABS FOR: WALLS, FENCING, CONT.ROLLERS, ETC., WHERE APPLICABLE. 2.0 GENERAL ALL REQUIREMENTS OF SUBSECTION 3.31, STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, SHALL APPLY EXCEPT AS SPECIFIED HEREIN. 2.1 INSPECTION OF SITE EXAMINE RELATED WORK AND SURF ACES BEFORE STARTING WORK IN THIS SECTION. REPORT TO THE LANDSCAPE ARCHITECT IN WRITING, SITE CONDITIONS WHICH WILL PREVENT THE PROPER PROVISION OF THIS WORK. BEGINNING THE WORK IN THIS SECTION WITHOUT REPORTING UNSUITABLE CONDITIONS TO THE LANDSCAPE ARClllTLCT CONSTITUTES ACCEPTANCE OF SITE CONDITIONS BY THE CONTRACTOR. ANY REQUIRED REMOVAL, REPAJR, OR REPLACEMENT OF THIS WORK CAUSED BY !JNSUIT ABLE CONDITIONS SHALL BE DONE AT NO ADDITIONAL COST TO OWNER. 2.2 PROTECTION OF EXISTING CONDITIONS CONTRACTOR SHA LL ACQUAINT 1-IlMSELF WITH ALL SITE CONDITIONS. !IE SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT EXISTING SITE CONDITIONS. SHOULD DAMAGE BE INCURRED, THIS CONTRACTOR SHALL REPAIR DAMAGE TO ITS ORIGINAL CONDITION OR FURNISH AND INSTALL EQUAL REPLACEMENT AT HIS OWN EXPENSE, TO THE SATISFACTION OF THE OWNER. 2.3 COORDINATION A. COOPERATION ON-SITE: COORDINATE AND COOPERATE WITH OTHER CONTRACTORS TO ENABLE THE WORK TO PROCEED AS RAPIDLY AND EFFICIENTLY AS POSSIBLE. B. WORK WITHOTH~R TRADES: COORDINATE WITH GENERAL CONTRACTOR ITEMS OF OTHER TRADES TO BE FURNIST-TED AND SET IN PLACE. SUCJJ PORTIONS OF THEIR WORJ(AS ALL OR IN PART EMBEDDED, BUILT-IN, ATTACHED TO, OR SUPPORTED BY THE WORK SHALL BE EXECUTED BY THEM TN AMPLE TIME THAT PROGRESS OF THE WORK IS NOT DELAYED. ANY CUTTING OR PATCHING MADE NECESSARY TO COMPLY WITH THIS INJUNCTION SIIALL BE DONE AT 11-IE CONTRACTOR'S EXPENSE. 2.4 APPROVAL WHEREVER THE TERMS "APPROVE," "APPROVAL," OR "APPROVED" ARE USED IN THE SPECIFICATIONS, THEY MEAN APPROVAL OF THE LANDSCAPE ARCHITECT, THE OWNER'S REPRESENTATIVE OR THEIR FIELD REPRESENTATIVES, IN \VRITING. 2.5 SUBM ITTALS AFTER AW ARD OF CONTRACT, CONTRACTOR SHALL SUBMIT FOR APPROVAL SAMPLES AND SPECIFICATIONS OF SPECIFIED ITEMS PRIOR TO BEGINNING WORK. APPROVED SAMPLES SHALL BE STANDARDS FOR COMPLETING WORK. SAMPLES SHALL CONSIST OF 3' SQUARE PANELS. CONTRACTOR SHALL PROVIDE ONE PANEL FOR EACII COLOR AND/ OR FINISII ON THE JOB SITE. EACH SAMPLE SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT. 2.6 SUBSTITUTIONS A. STANDARDS-SPECIFIC REFERENCE TO MANUFACTURES NAMES AND PRODUCTS SPECIFIED IN THIS SECTION ARE USED AS STANDARDS; THIS IMPLIES NO RIGHT TO SUBSTITUTE O11lER MATERIAL OR METHODS WITHOUT WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. B. APPROVAL-INSTALLATION OF ANY APPROVED SUBSTITUTIONS IS CONTRACTOR'S RESPONSIBILITY. ANY CHANGES REQ!JIRED FOR INSTALLATION OF ANY APPROVED SUBSTITUTION MUST BE MADE TO THE SAT!Sf ACTION OF LANDSCAPE ARCHITECT AND ¥.1THOUT ADDITIONAL COST TO OWNER. APPROVAL BY LANDSCAPE ARCHITECT OF SUBSTITUTED MATERJALS AND/OR DIMENSIONAL DRAWINGS DOES NOT WAIVE THESE REQUIREMENTS. 2.7 WARRANTY IN ADDITION TO MANUFACTURERS' GUARANTEES OR WARRANTIES, ALL WORK STIALL BE WARRANTED FOR ONF YEAR FROM THE DATE OF FINAL ACCEPTANCE AGAINST DEFECTS IN MATERJALS AND WORKMANSHIP BY CONTRACTOR. WARRANTY SHALL ALSO COVER REPAIR OF DAMAGE TO ANY PART OF THE PREMISES. 3.0 MATERIALS A. PORTLAND CEMENT SIIALL CONFORM TO ASTM-Cl50, TYPE I OR TYPE TT. B. CONCRETE AGGREGATE SHALL CONFORM TO ASTM-C33. WATER SHALL BE CLEAN, FREE FROM STRONG ACIDS, ALKALI, OIL OR ORGANIC MATTER. C. ADMIXTURE FOR ALL FORMED CONCRETE SHALL BE SIKA CHEMICAL CORP'S "PLASTIMENT', OR APPROVED EQUAL, APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. D. REINFORCEMENT: REINFORCING STEEL ASTM-Al 5 AND ASTM-A-305. WIREFABRJC: ASTM-A185 E. FORMS: E. l. LUMBER SHALL BE "CONSTRUCTION GRADE" DOUGLAS FIR E.2. PLYWOOD FOR FORMING OF CONCRETE WHICH IS EXPOSED SHALL BE PLY FORM. ALL PLYWOOD USED FOR FORMING SHALL BE AT LEAST 5/8 INCH TITICK AND EDGE SEALED. F. EXPANSION JOINT FILLER SHALL CONFORM WITH ASTM-D1751 (PREMOLDED). G. PROVIDE CERTIFIED MILL TEST REPORTS OF THE CHEMICAL AND PHYSICAL PROPERTIES OF REINFORCTNG BARS AND WELDED WIRE FABRIC. G.1. REINFORCING BARS, DEFORMED DILLET-STEEL BARS CONFORMING TO ASTM A615, CLEAN AND FREE FROM RUST, SCALE, OR COATING THAT WJLL REDUCE BOND. G.2. WELDED WIRE FABRIC G.2.1. CONFORM TO ASTMA185. TAGS DESIGNATING WIRE SIZE AN7} SPACING SHALL BE LEFT ON EACH ROLL UNTIL READY FOR USE. G.2.2. UNLESS OTHERWISE APPROVED WELDED WIRE MESH SHALL BE 6" X 6" No.IO No.IO CONTINUOUS. 4.0 CONCRETE A. QUALITY A.1. CONTRACTOR ASSUMES RESPONSIBILITY FOR THE DESIGN MIX AND GUARANTEES THE SPECIFIED ULTIMATE STRENGTH AS INDICATED OR SPECIFIED HEREIN. A.2. CONCRETE, MINIMUM 28-DAY UT,TJMA IT STRENGTH SHALL BE 2500 PST. A.3. READY-MIXED CONCRETE SHALL CONFORM TO ASTM-C94. B. PROPORTIONS AND CONSISTENCY B. l. THE PROPORTIONS OF AGGREGATE TO CEMENT SHALL PROVIDE A DENSE MIX11JRE WHICH WILL READILY WORK INTO ALL CORNERS OF THE FORMS AND AROUND ALL REINFORCEMENTS WITHOUT ANY SEGREGATION OF THE MATERIALS, CAUSE EXCESS FREE WATER TO COLLECT ON THE SURFACE OR CAUSE EXCESSIVE BLEEDING OF THE FORMS. B.2. THE RECOMMENDED PRACTICES OF THE AMERICAN CONCRETE INSTITUTE SHALL BE FOLLOWED IN ALL APPLICABLE PROCEDURES. THE MAXIMUM SLUMP SHALT. NOT EXCEED (4") FOUR INCHES FOR FOOTINGS, SLABS ONGRADE, AND MASS CONCRETE; 5 INCHES FOR FOUNDATION WALLS. C. CONTROL-THE CONCRETE QUALITY, PROPORTIONS, CONSIST.ENCY, ETC., IS SUBJECT TO THE APPROVAL OF OWNER, A ND NO CIIANGES SHALL BE MADE WITHOUT PRJOR WRJTTEN APPROVAL. 5.1 FORMWORK A. FORMS FOR CONCRETE WORK SHALL BE EITHER METAL OR WOOD. FORMS THAT ARE WARPED OR THAT DO NOT HAVE A SMOOTH STRAIGHT UPPER EDGE SHALL NOT BE USED. FORMS SHALL BE SET WITH THE UPPER EDGE OF THE BOARD TRUE TO LINE AND GRADE AND SHALL BE STAKED RJGIDLY TN PLACE WITH STAKES SET NOT MORE TIIAN FOUR FEET (4') APART SO AS TO REMAIN IMMOVABLE THROUGHOUT TIIE CONSTRUCTION. ALL FORMS SHALL BE APPROVED BY LANDSCAPE ARCHITECT WITHIN A TOLERANCE or ONE PERCENT (1%). NOTIFY LANDSCAPE ARCHITECT 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. ALL MATERIALS SHALL BE ACCURATELY AND SEPARATELY WEIGHTED AND MIXING SHALL CONTINUE UNTIL THE DISTRIBUTION OF MATERIAL IS UNIFORM AND THE MASS OF CONCRETE TS HOMOGENEOUS. B. TWO AND ONE-IIALF(21/2) GALLONS OF WATER PER CUBIC YARD, SHALL BE WTTHHELD FROM THE MIX AT TIIE PLANT, AND ALL OR A PORTION MAY BE ADDED TO THE MIX AT THE JOB SITE AS DIRECTED BY THE INSPECTOR. TIIE CONCRETE SHALL BE MIXED AT LEAST 5 MINUIES AFTl,R SUCH WATER IS ADDED AND NOT LESS THAN 3 MINUTES OF TI-IIS TIME SHALL BE IMMEDIAITL Y PRIOR TO TI-IE DISCHARGE OF THE BATCII. TOTAL MIXING TIME AFTER ADDING ORIGINAL WATER SHALL BE AT LEAST 15 MINUTES. C. CONCRETE WHICH IS NOT PLACED WITHIN 90 MJN!JTES AFTER THE INTRODUCTION OF CEMENT AND WATER. AND CONCRETE WHICH HAS STOOD FOR 30 MINUTES AFTER LEA YING THE MIXER, SHALL NOT BE USED. 5.2 REBAR A. REINFORCING BAR SHALL BE SPLICED WITH 30 BAR DIAMERS MINIMUM OVERLAP. 6.0 CONVEYING AND PLACING A. BEFORE POURING, ALL FORMS SHALL BE THOROUGHLY CLEANED AND MADE TIGHT. THE BOTTOM OF TRENCHES SHALL BE WETTED DOWN BEFORE POURING FOOTINGS; EARTH SHALL NOT BE MUDDY AT THE TIME OF PO!JRTNG. CONCRETE SHALL NOT BE PLACED UNTIL REINFORCEMENTS, ROUGH HARDWARE, AND FORMS ARE APPROVED BY OWNER OR LANDSCAPE ARCHITECT. B. BEfORE DEPOSITING Nl'.W CONCRETE AGAINST OLD CONCRETE, ALL LAITANCE SHALL BE REMOVED, AND THE SURFACES ROUGHENED TO EXPOSE TlIE EMBEDDED AGGREGATE. THE SURF ACES S}IALL THEN BE COVERED W!Tll CEMENT GROUT, USING THE SPECIFIED MIX WITH 1/2 OF THE COURSE AGGREGATE OMITTED, I 1/2 INCHES THICK. C. CONVEYING AND PLACING OF CONCRETE SHALL BE DONE SO AS TO PREVENT SEPARATION OF INGREDIENTS, AND TN NO CASE SHALL THE FREE PALL EXCEED 6 FEET. T.REMIES SHALL BE USED AS REQUIRED. SURFACES OF CONCRETE SHALL BE KEPT REASONABLY LEVEL, WITH A MINIMUM AMOUNT OF CONCRETE BEING ALLOWED TO FLOW AFTER BEING PLACED. PLACING SHALL BE PERFORMED AS A CONTINUOUS OPERATION UNTIL EACH SECTION IS COMPLETED. D. CONCRETE SHALL BE SPADED AND VIERA TED WITH MECHANICAL VIBRATORS TO A MAXIMUM SUBSIDENCE, WITHOUT SEPARATION OF INGREDIENTS. THE MOVING OF CONCRETE BY VIBRATION WILL NOT BE PERMITTED. . l COLORED CONCRETE INTEGRAL COLOR SHALL BE PER PLAN WHERE APPLICABLE. 7.0 GROUTING A. GROUT SIIALL BE COMPOSED OF ONE PART PORTLAND CEMENT AND TWO PARTS OF FINE AGGREGATE BY VOLUME. MATERIALS SHALL BE MIXED DRY AND WATER ADDED JUST SUFFICIENT TO MAKE THE MIXTURE FLOW UNDER ITS OWN WEIGHT. 8.0 CURING AND PROTECTION A. ALL EXPOSED SURFACES OF CONCRETE SHALL BE PROTECTED FROM DAMAGE DUE TO TEMPERATURE, ELEMENTS, AND CONSTRUCTION OPERATIONS. B. CURING: B. l. ALL EXPOSED SURF ACES OF CONCRETE SHALL BE PROTECTED FROM PREMA TIJRE DRYING AND rRESHL Y PLACED CONCRETE SHALL BE PROTECTED AGAINST WASH BY RAIN. ALL CONCRETE SHALL BE KEPT WET FOR A PERIOD OFTEN DAYS AFTER PI.ACING. B.2. ALL LIQUID CURJNG COMPOUNDS SHALL BE USED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND SHALL NOT BE USED ON SURFACES RECEIVING CONCRETE HARDENER. 9.0 DEFECTIVE CONCRETE A. CONCRETE WHICH JS NOT TN ACCORDANCE WITH THESE SPECIFICATIONS, OUT OF LINE, LEVEL, OR PLUMB; SHOWING STRUCTURAL CRACKS, ROCK POCKETS, VOIDS, SP ALLS, HONEYCOMBING, EXPOSED REINFORCING OR OTHER DAMAGED SURFACES SHALL BE CONSIDERED AS DEFECTIVE. B. ALL FINES AND IRREGULARITIES SHALL BE REMOVED FROM EXPOSED CONCRETE SURFACES WHILE THE CONCRETE IS STILL GREEN. WHERE PATCHING IS REQUIRED, ALL LOOSE AND UNIFORM CONCRETE SHALL BE REMOVED PRIOR TO PATCHING. !0.0 CONCRETE FINISHES FLAT SURF ACES SHALL BE SCREED ED TO THE REQUIRED LEVELS AND SLOPE AND THEN ANY EXCESS WATER OR LAITANCE REMOVED. CONCRETE SHALL BE COMPACTED WITH A GRID TMvlPER AND THTN FLOATED TO A TRUE AND LEVEL SURFACE WITHIN THE TOLERANCE OF 1/8 INCH ALONG A 10 FOOT STRAIGHT EDGE. CONTRACTOR SHALL ENSURE POSITIVE DRATNAGE ON ALL FLA TWORK. SEE PLANS FOR CONCRETE FINISH. 11.0 EXPANSION JOINTS CONTROL JOINTS AND OTHER EDGES SHALL BE FORMED IN FRESH CONCRETE USING A CLEAN EDGING OR JOINTING TOOL TO PROVIDE A SMOOTH UNIFORM FINISH. 12.0 CLEAN-UP UPON COMPLETION OF ALL CONCRETE WORK AND BEFORE FINAL ACCEPTANCE, CONTRACTOR SHALL REMOVE ALL TOOLS, SURPLUS MATERIALS, APPARATUS, DEBRIS, ETC., FROM THE SITE AND THE SITE SHALL BE LEFT IN A CLEAN, NEAT CONDITION ACCEPTABLE TO O\\lNER. CJ :::.: C u µ. S J R APPRO VEO roR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION or PLANTING AREA, AS-BUILT "-,,, (.., N ~ > la!idscap~ ar,·h11~,·/r,1·e land planning 7859 Sitio Coco Carlsbad, CA 92008 WWW Sj<l!/1C.CO/n RCE ___ _ REVIEWED BY: INSPECTOR " "-C) ci ~ .er: -1 EXP. ____ _ DATE ~ < ,,, Pl i ,,, DATE t;; 0 ,,, t----+--+-----------+--+---t---+----11 SH4EET 11 CITY OF CARLSBAD . PLANNING DIVISION ~L=A::=N~D:;:SC:;:A'...;P::,::E:;=I::=M:;:P:;:R:;:O:;VE:;:M::::;:EN:=:T:;=P::=LA==N::=S==;F:;:O:;:R:======~ I ::1 "' = v < 0, " z CARLSBAD RANCH PA5, MARBRISA -VILLA 62 ~ 9 - GENERAL NOTES RECYCLED WATER NOTES 1. ALL WORK SHALL 8£ DON£ IN ACCORDANCE WITH TH£ CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 2. DRINKING WATER FOUNTAINS AND DESIGNA TE:O OUTDOOR £A TING AREAS SHALL 8£ PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST OR MISTING. 3. BEST MANAGEMENT PRACTICES SHALL 8£ USED TO £LIM/NA TE OR CONffiOL TO TH£ BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY, AND MISTING. 4. HOS£ BIBS AR£ SffilCTL Y PROHIBITED. 5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER D/Sffi/CT. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 8. HOURS FOR /RR/GA TION WITH RECYCLED WATER AR£ FROM 10: 00 P.M. TO 6: 00 A.M. TH£ HOURS FOR /RR/GA TION WITH DISINFECTED TERTIARY RECYCLED WATER MAY 8£ MODIFIED BY TH£ LOCAL AUTHORITY. /RR/GA TION DURING PUBLIC US£ PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER TH£ SUPERVISION OF TH£ DESIGNATED USER SUPERVISOR. /RR/GA TION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL 8£ BETWEEN TH£ HOURS OF 10: 00 P.M. TO 6: 00 A.M. 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISffilCT'S RULES AND REGULATIONS. 10. NON-DESIGNATED US£ AREAS SHALL 8£ PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WIND BLOWN SPRAY OR BY DIRECT APPL/CATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION IS Sffi/CTL Y PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR £LIM/NA TE OVER­ SPRA YING ON SIDEWALKS, SffiEETS AND NON-DESIGN A TED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR TH£ USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER D/SffilCT'S RULES AND REGULATIONS. 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, £TC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF TH£ CALIFORNIA HEAL TH AND SAFETY COD£. 14. ALL /RR/GA TION PIP£ SHALL 8£ STENCILED WITH WARNING, "NON-POTABLE OR RECYCLED WATER", COLOR-CODED (PURPLE) AND LAID WITH WARNING TAP£ AND STENCILING ORIENTED TOWARD TH£ TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER D/SffiiCT'S RULES AND REGULATIONS. 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND/OR REGULA TORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER D/Sffi/CT'S RULES AND REGULATIONS. 18. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY TH£ CARLSBAD MUNICIPAL WATER D/Sffi/CT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. 19. TH£ REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DON£ BY EITHER TH£ CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 20. TH£ DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGN SHALL 8£ CALLED OUT ON TH£ PLANS. 21. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DES/GNA TED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEM WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, THE RECYCLED PUREYOR's RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT.· MARK PRACANICA AT (760) 814-7030 OR AFTER HOURS CONTACT.· MARK PRACANICA AT (760) 814-7030 22. ALL PUBLIC AND PR/VA TE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATER COURSES WITHIN TH£ RECYCLED WATER PROJECT SHALL 8£ SHOWN ON TH£ PLANS. 23. CALL OUT ON TH£ PLANS IF THERE ARE OR AR£ NOT DRINKING FOUNTAINS AND/OR DESIGN A TED OUTDOOR £A TING AREAS ON THE SI TE. 24. A PHYSICAL $£PARA TION SHALL 8£ PROVIDED BETWEEN ADJACENT AREAS /RR/GA TED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW Sffi/PS OR OTHER APPROVED METHODS. 25. ALL /RR/GA TION BACKFLOW PREVENTER$ 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". TYPICAL SIGNS (N.T.S.) RECYCLED WATER SYSTEM (PRIVATE) CARLSBAD RANCH PLANNING AREA 5, VILLA 62 SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-1/2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. 1. GUIDELINES FOR RECYCLED WATER USE A. /RR/GA TE BETWEEN THE HOURS OF 10: 00 P.M. AND 6: 00 A.M. ONLY. WATERING OUTSIDE THIS TIM£ FRAME MUST 8£ DON£ MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNA TT£ND£D DURING USE OUTSIDE THE NORMAL SCHEDULE. 8. /RR/GA TE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. TH£ APPL/CATION RA TE SHALL NOT EXCEED THE INFIL ffiA T/ON RA TE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO 8£ COMPATIBLE WITH THE LOWEST SOIL INFIL ffiA TION RA TE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AU TOMA TIC CONTROL CLOCKS, (/.£., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL /RR/GA T/ON TIM£ INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). C. ADJUST SPRAY HEADS TO £LIM/NA TE OVERSPRA Y ONTO AREAS NOT UNDER TH£ CONffiOL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PR/VA TE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. D. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, £TC., SHOULD 8£ REPAIRED AS SOON AS THEY BECOME APPARENT. £. TH£ LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR £DUCA TING EACH EMPLOYEE AND ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING TH£ PRESENCE OF RECYCLED WATER. MAINTENANCE PERSONNEL MUST 8£ INFORMED THAT WATER IS FOR /RR/GA TION PURPOSES ONLY AND IS NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL WASHING, ETC. F. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PR/VA TE ON-SIT£ FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, TH£ DISTRICT £NGIN££R/NG OFFICE AND DESIGNED IN ACCORDANCE WITH D/Sffi/CT STANDARDS. 1. ALL RECYCLED WATER SPRINKLER CONffiOL VALVES SHALL BE TAGGED WITH /DENT/FICA TION TAGS. A. TAGS SHALL 8£ WEATHERPROOF PLASTIC, 3"x 4", PURPLE IN COLOR, WITH THE WORDS "WARNING RECYCLED WATER -DO NOT DRINK" IMPRINTED ON ON£ SID£, AND "AV/SO -AGUA IMPURA-NO TOMAR" IMPRINTED ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. US£ TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. 8. ON£ TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR 2. ATTACH TO SOLENOID WIRE DIRE.CTL Y OR WITH PLASTIC TIE-WRAP OR 3. ATTACH TO VAL VE COVER WITH EXISTING VALVE COVER BOLT. 2. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. G. EACH AU TOMA TIC CONffiOLLER AND ITS ASSOC/A TED EQUIPMENT SHALL 8£ IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR /RR/GA TION" IN £.NGLISH AND SPANISH, WITH BLACK LETTERS 1" HIGH ON A PURPLE BACKROUND. TH£ SIGN SHALL 8£ PLACED SO THAT IT CAN 8£ READILY SEEN BY ANY OPERA T/ONS PERSONNEL UTILIZING THE EQUIPMENT. DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAV,,' EXERCISED RESPONSIBLE CHARGE OV,,R TH£ 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 ANO SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT REL/EV,, ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HA V,, BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROvED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RE.LA TEO TO LANDSCAPING. FIRM NAME & ADDRESS: SJA INC 7859 S/T/0 COCO CARLSBAD BY: MARK LLOYD DATE: PHONE NO: 949-276- REG/SffiA TION NO: _4""4""0""5 ___ _ EXP/RATION DA TE~· _ ... 0,,_9-~ . .,,30._-_.2 ... 0""2""6 __ _ WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND /RR/GA TION PLANS CONTAINED IN THE CITY OF CARLSBAO's LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULATIONS. I HAvE PREPARED THIS PLAN IN THOSE REGULATIONS TO PROVIDE E, C. F WATER. ,, J COMPLIANCE WITH THOSE REGULA T!ON. ~ ANDSCAPE MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS BY: MARK LLOYD DA TE: .., 1 ;1 • 2 ' PHONE NO: .,,_90049"--_.,2e,7ce6c:-=""'-------- R£G/SffiA TION NO: 4405 EXP/RATION DA TE: 09 30 2026 WARNING RECYCLED WATER DO NOT DRINK In Order to Conserve Water ... SHEET TITLE 12" X 36" SIZE R CYCLED WATER SH HANDS AFTER CONTACTING LAVESE US MANOS DESPUES DE USAR 1" BLACK LETTERS 2" BLACK LETTERS .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS RECYCLED WATER IN USE DO NOT DRINK NO TOME EL AGUA WASH HANDS AFTER CONTACTING VESE SUS MANOS OESPUES DE USAR 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VlNYL SIGNS Know what's below. Call before you dig. RW TITLE SHEET /RR/GA T!ON PLANS IRR/G. LEGEND & NOTES /RR/GA T!ON HROZON[ MAP /RR/GA TION DETAILS /RR/GA TION SPECS SHEET NUMBER 5 6 7-8 9 10-12 13 NOT TO -{-,lt'J-ii-SCAl.E EXISTING NOTE: INSPECTION PROCEDURES /, A. B. C. D. DISTRICT CONSTRUCTION INSPECTION SHALL INCLUDE· REQUIRED SEPARATION BETWEEN POTABLE ANO RECYCLED WATER LINES {HORIZON TALL Y AND V,,R TICALL Y). PIPE /DENT/FICA TION SLEEVING AND CROSSINGS APPROPRIATE MATERIALS AND MARKINGS, INCLUDING PROPER OU/CK COUPLERS 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. SIGNAGE INSTALLED PER PLAN 8. CONTROLLER STICKERS C. TAGGING OF VAL vES D. COvERAGE TEST AFTER COMPLETION OF THE SPRINKLER SYSTEM TO ENSURE PROTECTION OF AREA NOT APPROV,,D FOR RECYCLED WATER USE. E ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, ANO PONDING F. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS C. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. H. CROSS-CONNECTION TEST IF REQUIRED I. COLOR COOED, LAMINIATED CHARTS INSIDE EACH CONTROLLER 3. ANNUAL INSPECTION SHALL INCLUDE· A. A COMPLETE INSPECTION THAT WILL COvER A-I OF TH£ DISTRICT FINAL INSPECTION, 8. CROSS-CONNECTION TEST EvERY 4 YEARS REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, CITY ENGINEER AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN THE FILED. LO <O LO ~ 0 0 I Cf) ~ _J I LO N 0 N I w 0 NEW /RR/GA TION MAINLINE AND VAL ',;ES SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE WATER SOURCE PEND/NC SUCCESSFUL COMPLETION OF CROSS CONNECTION TESTS AS PERFORMED BY CMIWJ AND DEH. IND/CA TE THAT FINAL CONNECTIONS TO THE EXISTING !RR/GA TION RECYCLED MAINLINE ARE TO BE PERFORMED ONLY AFTER APPROVAL IS PROVIDED BY CMWD AND DEH. SITE HlGHWAY PACIFIC OCEAN FACILITY TYPE: RESORT VICINITY MAP NOT TO SCALE CITY OF VISTA CITY OF ENCINITAS CARLDSBAD MUNICIPAL WATER DISTRICT DISTRICT ENGINEER COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEAL TH AND QUALITY LAND AND WATER QUALITY DIVISION DAE POTABLE WATER METER Ff-{l/jTl/jfDRANT CARLSBAD RANCH PA5, MARBRISA -VILLA 62 1---t--+---------------f---+--+----i-----t ~=====================: " l---+---+-----------------l----1------l---1------' I A_P_P_R_o_vE_D~:~ /-, fl~ ·~.,.7/'--"'-"""-'=.cz.,._____ I "' ~ ~ ~/1~(-z1.< ~-· l----l----+----------------1-------t---l-----l------1 PLANNING r . :; DATE INITIAL DESIGNER OF WORK Expiration Date: 09·30-26 REVISION DESCRIPTION DATE lNITlAL DA1E lNlTlAL OTHER APPROVAL CITY APPROVAL DWN BY: VC' LPc'td~fs-~826 DRAWING NO. CHKD BY: Ml 428-9MM RVWD BY: Ml DEV 3006 ·,,-.... =~~-~------~,=---r--------- ,• ____ .,_ -·------,\". -- ,-,\· ,\-,'C;" ,,- ---_-:• _,, --::--,:,---;;:· __ -:-f, •_--· -__ • ,·c._---c --~:;: -,· --•,,-• ••-·-----••-•--m----•·-~-,••'"-c-=--~---·-'"··-· • -•-'•• --··:,,:;-:-:_ __ -~= --·•• ----r,· -,, .. -----,- ' :\--------·--, ---·--·-------·-·-·-·------ ,• ________ ,:::_ ------· ------""-' -- EXISTING PLANTING AND IRRIGATION SYSTEM TO REMAIN, PROTECT IN PLACE, FIELD VERIFY. CONTRACTOR SHALL FAMILIARIZE HIM/HERSELF WITH THE SITE'S EXISTING CONDITIONS. ADJUST IRRIGATION SYSTEM AS REQUIRED TO ACCOMMODATE NEW IMPROVEMENTS ADJACENT TO LIMIT OF WORK, AND SHALL REFLECT MODIFICATIONS ON THE AS-BUILT PLANS, TYPICAL. EFER TO BUIL G PLUMBING LAN FOR BYPASS _ _,. TEE (CROSS CONNECTION TESTING) DETAIL W-35 (SHEET 7)AT THE BUILDING WATER P.O.C NOTE: NEW IRRIGATION MAINLINE AND VALVES SHALL BE HIGH-LIGHTED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF A CROSS-CONNECTION TEST PERFORMED BY CMWD AND DEHQ. FINAL CONNECTION TO THE EXISTING RECYCLED WATER SO URSE IS TO BE PERFORMED ONLY AFTER APPROVAL IS PROVIDE BY CMWD AND DEHQ. f _;:-------1<""·--·-----------------------~---- -~ r- ,_- f ---·-----"~----•··-----··· __________ .,,_ ------- ---·------. ---------- VILLA 62 MINIMUM PIPE COVERAGE SHALL BE AS FOLLOWS: A. PRESSURE LINES: LESS THAN IN 3" DIAMETER -18" COVER 3" -5 1/2" IN DIAMTER -24" COVER 6" OR GREATER IN DlAMTER -36" COVER LATERAL LINES: 12" COVER B. SLEEVES UNDER ROADS: 6" OR LESS IN DIAMETER-36" COVER GREATER THAN 6" IN DIAMETER -48" COVER SCHEDULE 80 PVC C. SLEEVES UNDER PAVING (NON-ROADS): LESS THAN 3" IN DIAMETER -18" COVER 3" -5 1/2" IN DIAMETER -24" COVER 6" OR GREATER IN DIAMETER-36" COVER SCHEDULE 40 PVC !':"-. -- -------- . • -------·--·· r.· ·---... _ ----T!-­ -,~cfj i ! __ -,, .... IRRIGATION CONSTRUCTION NOTES: Q LOCATE, FIELD VERIFY AND COORDINATE WITH OWNERS V REPRESENTATIVE FOR THE LOCATION OF THE EXISTING "A" CONTROLLER AND AVAILABLE STATION TO USE PRIOR TO ORDERING MATERIALS.THE CONTRACTOR IS RESPONSIBLE FOR EXTENDING, LABELING AND CONNECTING CONTROL WIRES TO THE CONTROLLER. ~ ~ f, -.. r~ - --·---.------·-----~"------------··. ---. . ------·--•·-'------• • ----·-··--A LOCATE AND VERIFY ON SITE EXACT LOCATION OF EXISTING V IRRIGATION MAINLINE AND VAL YES, CONNECT ALL NEW IRRIGATION SYSTEM, REPLACE EXISTING VALVES AND RE-USE IRRIGATION WIRE AND STATION NUMBER. Know what's below. Call before you dig, NOTE: LIMIT OF WORK LINE \ \ I I ·,\ 1'1 '' ' :, I ..,, C: -------s ~------i'; ' \1 REFERENCE LEGEND: P.0.C. ~ POINT OF CONNECTTON BALL VALVE REMOTE CONTROL VAL VE CONTROL ZONE KIT DRIPLINE @ AIR RELIEF VALVE (D FLUSH VALVE @ DRIP INDICATOR OJ TREE/ PALM BUBBLER - --RC - -EXISTING RECYCLED WATER MAINLINE, FIELD VERIFY ® 0 LATERAL LINE PIPE SLEEVE RECYCLED WATER WARNING SIGN QUICK COUPLER *FOR COMPLETE LEGEND SEE SHEET 7 -----FIRE BACKFLOW PIPE SIZING CHART SCH. 40PVC SIZE FLOW (GPM) 3/4" 1 " 1-1/4" 1-1/2" 2" 10' = 0-8 8.1-12 12.1-22 22.1-30 30.1-50 GRAPHIC SCALE 0 10' SCALE: 1" = 10' APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 30' S J R 1--------------------....I:" AS-BUILT g landscap,; arc/11tect11re land planning ANY DAMAGED OR BROKEN EXISTING PLANT MATERIAL WILL BE REPLACED IN KIND TO THE SA TI SF ACTION OF THE CITY AND PER LANDSCAPE MANUAL REQUIREMENTS. 7859 Sitio Coco Carlsbad, CA 92008 TEL 949 276 6500 Wll'H' s1a1nc.com RCE ___ _ EXP.----DATE REVIEWED BY: < c=====~====4==================================r=====r====J=====]=====ir.:===:-~l=N=S=P~EC=T~O~R~=========~D~A~TE~=1!t;ol r' -+----1----------+--1-----1----l---1 I sH6EET 11 CITY OF CARLS BAD ~ _ PLANNING DIVISION '.'; ;;L=AN:;:::::~S:;:'..-;;:;==::::::::::::::::=::::====::::::=:::::::::::::::==:::'::======' " D CAPE IMPROVEMENT PLANS FOR: Ci ,,, CARISBAD RANCH PA5, MARBRISA -VILLA 62 ~ ~ "' t---+--+--------------j~-+--+---1----11 APPROVED: {.,,tut ~ ..;-1,~/Zq I ~ _PLANNING ~ _ ~ t--;;D,;cAT"E7'1"'NlnTl~AL~------------------f--:--+----l----+----1 ~D~W~N:;=;B~Y~:=:;:K;:;C;=:=;-~=±:;P;R;O;:::J;;;E;C:;;;T=N:::0:;;:.==:;;:::;D;R;::A;:::W;::l;:::N:;;:G=N;:::O~. 8 DATE INITIAL DATE INITIAL CHKD BY: --=Ml.___ LPC2025-0026 N DESIGNER OF WORK REVISION DESCRIPTION RVWD BY·. Ml DEV 3006 28-9MM ~ Expiration Date: 09-30-26 OTHER APPROVAL CITY APPROVAL -· _ NOTES IRRIGATION NOTES IRRIGATION LEGEND (NON-POTABLE) 1. PRIOR TO OCCUPANCY AND/OR SECURITY RELEASE THE LANDSCAPE ARCIDTECT OF 3)SOILS ANALYSIS REPORT AND RECOMMENDATIONS. A SOIL REPORT AND l. INSTALL ALL IRRIGATION COMPONENTS ACCORDING TO LOCAL CODES AND SYM MFG MODEi. DET. WORK SHALL REVIEW /INSPECT THE PROJECT AND PROVIDE A CERTIFICATION RECOMMENDATIONS SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. ORDINANCES. LETTER, AND AN IRRIGATION SCHEDULE AND LANDSCAPE AND IRRIGATION IF GRADING IS NOT REQUIRED FOR THE PROJECT, THE REPORT SHALL BE 2. THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ANY AND ALL ~ KING BROS. EBV--1 000T PVC BLOCKED BALL VAL VE (LINE SIZE) W/ PURPLE HANDLE & B/10 SUBMITTED WITH THE LANDSCAPE DOCUMENTATION PACKAGE. IF THE VALVE BOX MAINTENANCE SCHEDULE AS REQUIRED BY THE CITY WATER ORDINANCE AS PROJECT INVOLVED MASS GRADING OF THE SITE, THE SOIL REPORT AND PERMITS AND ALL INSPECTIONS AS REQUIRED. s HUNTER ICV-XX:X-G-FS-R REMOTE CONTROL VAL VE -W/ IN PURPLE PLASTIC VAL VE BOX FOLLOWS: -SIZE PER PLAN A/11 , THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY ENCROACHMENT RECOMMENDATIONS SHALL BE SUBMITTED WlTH THE CERTIFICATE OF ~- COMPLETION. INTO ADJACENT PROPERTY, R.O.W.'S, EASEMENTS, SETBACKS OR ANY OTHER LEGAL ~ HUNTER !CZ-101-40-R CONTROL ZONE KIT-Wi!N JUMBO PURPLE PLASTIC VALVE BOX B/11 . A.PRIOR TO OBTAINING OCCUPANCY THE LANDSCAPE ARCHITECT OF WORK SHALL a) THE SOIL ANALYSIS SHALL INCLUDE INFORMATION ABOUT THE SOIL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED. § HDL-06-18XX INSTALL PER MFG INSTRUCTIONS -STAPLE 2" BELOW SURJ•'ACE. REVIEW/INSPECT THE PROJECT INCLUDING ALL AREAS SURROUNDING EACH TEXTURE, SOIL INFILTRATION RATE, PH, TOTAL SOLUBLE SALTS, SODIUM, HUNTER INSTALL FLUSH VAL VE AT LOW POINT IN SYSTEM. PURPLE STRIPE FOR C,D&Ei PHASE AND SUBl\.1IT THE "CERTIFICATION OF COMPLETION" FORM AS AVAILABLE AND PERCENT ORGANIC MATTER. SOIL SAMPLE SHALL BE TAKEN FROM 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE IDMSELF - RECYCLED WATER SYSTEMS 12 - THROUGH THE CITY (CITY FORM P25-D). ALSO PROVIDE AN IRRIGATION ENOUGH LOCATIONS ON SITE TO REPRESENT AN ADEQUATE CROSS SECTION WITH ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL REPAIR/REPLACE AT NO @ HUNTER PLD-A VR -VAC. RELIEF VAL VE PER MANUF. SPECS. -VERIFY LOCATION IN FIELD -PLACE@ HIGH POINT OF SYSTFM A/I2 SCHEDULE, LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE, AND SOILS OF CONDITIONS. IN PROJECTS WITH MULTIPLE LANDSCAPE INSTALLATIONS ADDITIONAL COST TO THE OWNER, ANY DAMAGE TO UNDERGROUND UTILITIES ANALYSIS REPORT WITH RECOMMENDATIONS AS REQUIRED BY THE CITY OR A LARGE LANDSCAPE PROJECT OF MORE THAN 10,000 SQUARE FEET, A THAT MAY OCCUR. ® APPROVED MANUAL LINE FLUSHING VAL VE -VERIFY LOCATION IN FIELD -LOCATED AT B/12 LOW POINT OF SYSTEM WATER ORDINANCE AS FOLLOWS: SOIL SAMPLING RATE OF 1 IN 7 LOTS OR 15% IS AN ADEQUATE CROSS 5. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY AND ALL ECO-lR-12-R DRIP INDICATOR (ONE PER DRIP VALVE), INSTALL PER MANUF 1) AN IRRIGATION WATERING SCHEDULE SHALL BE PREPARED BY THE SECTION. DAMAGES TO OPERATIONS OR WORK OF OTHER CONTRACTORS. ® HUNTER RECOMMENDATIONS. (PURPLE) - PROFESSIONAL OF RECORD FOR ALL LANDSCAPE PROJECTS SUBJECT TO THE b) THE REPORT SHALL IDENTIFY ANY RECOMMENDED SOIL AMENDMENTS, CONTRACTOR WATER EFFICIENT LANDSCAPE ORDINANCE. THE SCHEDULE SHALL BE TYPE, AND QUANTITY THAT MAY BE NECESSARY TO FOSTER PLANT SHALL BE RESPONSIBLE FOR COORDINATION OF ACTIVITIES WITH ALL AGENCIES PROS-16-CV-RiMSBNl0H WITH PRESSURE COMPENSATING SCREEN. 2 EACH PER co HUNTER TREE/PALM. SPACED 3' fROM ROOTBALL, INST ALT.ED ON EACH SIDE OF ROOT D/10 SUBMITTED TO THE CITY PRIOR TO GRANTING A PERMIT OF OCCUPANCY AND GROWTH AND PLANT SURVIVAL IN THE LANDSCAPED AREAS. AND OTHER TRADES. BALL-PURPLE CAP SHALL INCLUDE THE FOLLOWING INFORMATION: c) THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL 6. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON -·RC--EXTSTING RECYCLED WATER MAINLINE-PVC SCH 40-SIZE PER PLAN -1-1/2" PVC SCH 40- a) A DESCRIPTION OF THE AUTOMATIC IRRIGATION SYSTEM THAT WILL BE SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE 2" & ABOVE CLASS 315 C & Di! I PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES USED FOR TIIB PROJECT. START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PURPLE PVC SCH 40 IRRIGATION PIPE. PIPE SIZES I" AND ABOVE ARE SHALL BE IMMEDIATELY REPORTED TO PROJECT LANDSCAPE ARCIDTECT AND CITY APPROVED INDICATED ON THE PLAN, WITH ALL OTHERS BEING 3i4" MIN. IN SIZE. SEE PLAN C &Dill b)THE ETO DATA RELIED ON TO DEVELOP THE IRRIGATION SCHEDULE, PLANS. FOR SIZE. INCLUDING THE SOURCE OF THE DATA. INSPECTOR FOR DIRECTION. ANY CONTINUATION OF WORK IS AT THE CONTRACTOR'S RISK AND EXPENSE. --------APPROVED PURPLE SCH 40 PVC SLEEVE -2X PIPE DIA. MIN. -SLEEVE PIPING UNDER ALL c) THE TIME PERIOD WHEN OVERHEAD IRRIGATION WILL BE SCHEDULED AND B. PRIOR TO SECURITY RELEASE THE LANDSCAPE ARCHITECT OF WORI( SHALL --------PAVING 3' OR WIDER D/11 CONFIRM THAT NO OVERHEAD IRRIGATION SHALL BE USED BETWEEN 6:00 REVIEW/INSPECT THE PROJECT AND PROVIDE A CERTIFICATION LETTER FOR 7. THE CONTRACTOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE HEAL THY NO SYMBOL -POTABLE i RECYCLED WATER LINE CROSSING A&F/10 A.M. AND 10:00 P.M. RELEASE OF SECURITIES (CITY FORM P25-E), AND THE FOLLOWING: GROWTH OF THE PLANT MATERIAL. AT NO TIME WILL THE CONTRACTOR APPLY ® d) THE PARAMETERS USED FOR SETTING THE IRRIGATION SYSTEM 1) THE SECURITY RELEASE LETTER SHALL CERTIFY THAT HE OR SHE HAS APPROVED WATER DISTRICT RECYCLED WATER WARNING SIGN G/10 CONTROLLER FOR WATERING TIMES FOR: INSPECTED THE WORK AND THAT THE PROJECT COMPLIES WITH THE WATER AT A RATE OF FREQUENCYWIDCH CAUSES RUNOFF OR SOIL SATURATION. 0 7645 QUICK COUPLING VALVE W/PURPLELOCKING COVER i. THE PLANT ESTABLISHMENT PERIOD FOLLOWING CONDITIONS: 8. REFER TO DETAILS AND SPECIFICATIONS FOR INSTALLATION OF ALL COMPONENTS. NELSON (RECYCLED) ACME THREAD TYPE C/I0 ii. ESTABLISHED LANDSCAPING a) HAS BEEN MAINTAINED IN SUBSTANTIAL CONFORMANCE TO THE APPROVED 9. THE WORK SHOWN ON THESE PLANS IS DJAGRAMATIC, ALL ITEMS, IE. CONTROLLERS, l'JU1-1..,: ... TEMPORARILY IRRIGATED AREAS PLANS. VALVES, MAINLINES, SLEEVES, WIRES, IRRIGATION HEADS, ETC ... ARE SHOWN IN I. TREE BUBBLER LOCATIONS ARE DIAGRAMATIC AND SHALL BP. LOCATED 3" MINIMUM OUTSIDE OF THE TREE ROOTBALL, 111. 2PER TREE. iv.DIFFERENT SEASONS DURING THE YEAR b) IS GROWTNG IN A HEALTHY AND THRIVING CONDITION. TIDER APPROXIMATE LOCATIONS ONLY. DO NOT SCALE DRAWINGS, DETAIL 2. NOTE THIS lS A LOOP SYSTEM, ANY CHANGES IN THE MAINLINE LAYOUT SHALL BE APPROVED BY THE L.A. e) THE CONSIDERATION USED FOR EACH ST A TION FOR THE FOLLOWTNG c) ALL PLANTINGS REQUIRED UNDER SECTION 7 OF THE LANDSCAPE MANUAL DRAWINGS MAY CLARIFY LOCATION OF SOME ITEMS. THE CONTRACTOR SHALL NOT 3. ALL DRIP FITTING SHALL BE PLD-LOC MANUFACTURED BY HUNTER. FACTORS: HAVE BEEN ESTABLISHED AS AN EFFECTIVE SURF ACE EROSION CONTROL. LOCATE ANY ITEMS WHERE IT IS OBVIOUS THAT THEY ARE IN CONFLICT WITH COMMENT i. THE DAYS BETWEEN IRRIGATION d) THERE IS NO EVIDENCE OF EXCESSIVE RUN OFF FROM THE IRRIGATION r-TRRIGATION-DRJP SHRIIR ii.STATION RUN TIME IN MINUTES FOR EACH IRRIGATION EVENT, SYSTEM CAUSING A SOIL EROSION PROBLEM. UNDERGROUND UTILITIES, STRUCTURES, OTHER IMPROVEMENTS, OR VEHICULAR OR METHOD No. !--VALVE NO. DESIGNED TO A VOID RUNOFF e) AS-BUILT LANDSCAPE PLANS FOR THE BONDED WORK SHALL BE SUBMITTED PEDESTRIAN SAFETY CONSIDERATIONS. G.P.M. (GPH) o.o I 1" ' VALVE SIZE 111. NUMBER OF CYCLE ST ARTS REQUIRED FOR EACH IRRIGATION TO AND APPROVED BY THE CITY. 10. ADJUST ALL HEADS FOR MINIMUM OVERSPRA YON ANY NONPLANTED AREAS AND HYDROZONE_,,/ 12~ AREA EVENT, DESIGNED TO A VOID RUNOFF f) PRIOR TO RELEASE OF SECURITY, THE APPLICANT SHALL SUBMIT A COMPLETE COVERAGE OF LANDSCAPE AREAS. TIDS SHALL INCLUDE SELECTING THE iv.AMOUNT OF WATER TO BE APPLIED ON A MONTHLY BASIS LANDSCAPE IRRIGATION AUDIT THAT VERIFIES WATER USE IS WITHIN THE BEST DEGREE OF ARC TO FIT THE EXISTING CONDITIONS (USE VARIABLE ARC IRRIGATION CONTRACTOR NOTES: v. THE ROOT DEPTH SETTING PARAMETERS OF WHAT WAS APPROVED ON THE PROJECT. THE AUDIT SHALL VI. THE PLANT TYPE SETTING BE CONDUCTED BY A THIRD PARTY CERTIFIED LANDSCAPE IRRIGATION NOZZLES AS NECESSARY). Vil. THE SOIL TYPE AUDITOR. LANDSCAPE AUDITS SHALL NOT BE CONDUCTED BY THE 11. LOCATE ALL SHRUB SPRAY HEADS 6" FROM EDGE OF PAVING. 1. CONTRACTOR TO INSTALL ALL IRRIGATION EQUIPMENT WITHIN LIMIT OF SITE WORK. SHOWN ... THE SLOPE FACTOR PERSON(S) WHO DESIGNED THE LANDSCAPE OR INSTALLED THE LANDSCAPE . FOR CLARITY ONLY -IRRIGATION IS SCHEMATIC. Vil!. 12. DO NOT LOCATE ANY IRRIGATION HEADS CLOSER THAN 24" FROM HOUSE. ix.THE SHADE FACTOR g) A DIAGRAM OF THE IRRIGATION PLAN SHOWING HYDROZONES SHALL BE 13. DO NOT USE FIXED RISERS IN TRAFFIC AREAS. 2. ALL LATERAL LINE AND MAINLINE INSTALLED UNDER PAVING TO BE PROVIDED WITH PIPE 2)A MAINTENANCE SCHEDULE FOR THE LANDSCAPING AND IRRIGATION SYSTEM KEPT WITH THE IRRIGATION CONTROLLER FOR SUBSEQUENT MANAGEMENT SLEEVING (2 TIMES LINE SIZE). SHALL BE PREPARED FOR ALL LANDSCAPE PROJECTS SUBJECT TO THE WATER PURPOSES. 14. USE 6" POP-UP HEADS IN TURF AREAS, AND 12" POP-UP HEADS IN SHRUB AREAS 3. IRRIGATION CONTRACTOR SHALL COORDINATE WITH CONCRETE SUB FOR IRRIGATION STUB EFFICIENT LANDSCAPE ORDINANCE. THE SCHEDULE SHALL BE SUBMITTED TO 2. IF THERE ARE NO GRADING BONDS IN PLACE, COMPLETED IRRIGATION AS-BUILT 15. USE VARIABLE ARC NOZZLES FOR AREAS OTHER THAN 90, 180, OR 360 DEGREES. UPS PRIOR TO PAVING. THE CITY PRIOR TO GRANTING A PERMIT OF OCCUPANCY AND SHALL INCLUDE PLANS AND IRRIGATION AUDIT WITH HYDROZONES DIAGRAM WILL BE REQUIRED 16. SLEEVE IRRIGATION WIRING UNDER ALL PAVING. 4. VAL VE LOCATIONS ARE SHOWN SCHEMATICALLY. FINAL LOCATION SHALL BE APPROVED IN PROVISIONS FOR THE FOLLOWING: PRIOR TO OCCUPANCY. SLEEVE LATERALS UNDER ALL PAVING 4 FEET AND WIDER. FIELD BY LANDS. ARCH. PRIOR TO INSTALLATION. a) GENERA!" LANDSCAPE AND IRRIGATION MAINTENANCE. THE SCHEDULE SLEEVE MAINLINE UNDER ALL PAVING 4 FEET AND WIDER. SHALL IDENTIFY THE ENTITY THAT WILL BE RESPONSIBLE FOR ALL SLEEVES TO BE 2x SIZE OF PIPE TO BE SLEEVED. NOTES: MAINTENANCE AND SHALL PROVIDE FOR ALL OF THE GENERAL LANDSCAPE -~-...... ,,;,c,ocs,c•,,.,. AND IRRIGATION MAINTENANCE REQUIREMENTS. ?ACirlC 17. USE CHECK VALVES AS REQ'D TO ELIMINATE LOW HEAD DRAINAGE. • NEW IRRIGATION MAINLINE AND VALVES SHALL BE illGH-LINED AND CONNECTED TO A ~."""". b) WATER EFFICIENT LANDSCAPE MAINTENANCE. IN ADDITION TO THE Pl~.'-:LIN:C S'JPPLY 18. PRESSURE COMPENSATING DEVICES SHALL BE USED ON ALL NOZZLES TO ELIMINATE POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF CROSS CONNECTION TESTS '<-2 GENERAL MAINTENANCE REQUIREMENTS, THE MAINTENANCE SCHEDULE oiJg FOGGING. AS PERFORMED BY CMWD AND DEH. INDICATE THAT FINAL CONNECTIONS TO THE EXISTING FOR LANDSCAPE PROJECTS TIIAT ARE SUBJECT TO THE WATER EFFICIENT r-~ 19. WHERE VERTICAL OBSTRUCTIONS IN THE LANDSCAPE AREA INTERFERE WITH THE IRRIGATION RECYCLED MAINLINE ARE TO BE PERFORMED ONLY AFTER APPROVAL IS D'.J m LANDSCAPE ORDINANCE SHALL INCLUDE PROVISIONS TO: r lnl PROVIDED BY CMWD AND DEH. c) MAINTAIN AND OPERATE THE LANDSCAPING AND IRRIGATION SYSTEM ON r I I I SPRAY PATTERN OF ANY SPRINKLER RES UL TING IN IMPROPER COVERAGE, THE • SEE APPROVED CITY DWG #428-9MM, #428-9T AND #428-9L FOR ADDITIONAL INFORMATION OF I I I THE PROPERTY CONSISTENT WITH THE MA WA. I IRRIGATION CONTRACTOR SHALL RECTIFY THE COVERAGE OF IRRIGATION, THE EXISTING POINT OF CONNECTION METER AND IRRIGATION EQUIPTMENT SUCH AS BACKFLOW d) MAINTAIN THE IRRIGATION SYSTEM TO MEET OR EXCEED AN IRRIGATION -~ NOTES: IRRIGATION CONTRACTOR SHALL RECTIFY THE SITUATION BY FIELD ADJUSTMENT PREVENTER, CONTROLLER MASTER VAL VE AND FLOW SENSOR. EFFICIENCY NECESSARY TO MEET MAW A. 1. UNLESS SPECIFIED OTHERWISE, FITINGS TO THE IRRIGATION SYSTEM. TIDS MAY REQUIRE THE ADDITION OF QUARTER CIRCLE • ONLY POP-UPS SHALL BE USED IN THE RIGHT-OF-WAY AND WHEREVER WITHIN 10' OF ANY AND PIPE SIZES SHALL MATCH 1-IARDSCAPE, TURF, OR OTHER AREA WHERE PEDESTRIAN TRAFFIC MAY OCCUR. e) REPLACE BROKEN OR MAiaFUNCTJONING IRRIGATION SYSTEM COMPONENTS WATER SERVICE DIAMETER. SPRINKLERS TO EACH SIDE OF THE OBSTRUCTIONS OR OTHER MEASURES. ALL SUCH WITH COMPONENTS OF THE SAME MATERIALS AND SPECIFICATIONS, THEIR 2. THREADED JOINT FITTINGS (NPT) MAY ~/ 7 ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. EQUIVALENT OR BETTER. BE USED IN PLACE OF SOLDERED ENSURE THAT WHEN VEGETATION IS REPLACED, REPLACEMENT PLANTINGS I JOINTS SHOWN ON THIS DRAWING. 20. PIPING AND WIRE CONDUIT PENETRATIONS THROUGH WALLS AND INSTALLATION OF ARE REPRESENTATIVE OF THE HYDROZONE IN WHICH THE PLANTS WERE 7 ev-~ ANY IRRIGATION EQUIPMENT UNDER PAVING MUST BE COORDINATED WITH THE REMOVED AND ARE TYPICAL OF THE WATER USE REQUIREMENTS OF THE GENERAL CONTRACTOR AND CONTRACTORS OF OTHER TRADES TO ELIMINATE PLANTS REMOVED, SO THAT THE REPLACED VEGETATION DOES NOT RESULT ~ PROBLEMS THAT MAY ARISE FROM INACCESSIBILITY OR DAMAGE TO ANOTHER IN l\.1IXING IDGH WATER USE PLANTS WITH LOW WATER USE PLANTS IN THE TRADE'S WORK. SAME HYDROZONE. )]) 5 9 ' ?--1 APPROVED FOR ~ /RR/GA TION ANO PLANTING I 1 mf II I l , ONLY, INCLUDING PRECISE --~ LOCATION OF PLANTING 5 AREA. -s J R Q 0 ITEM DESCRIPTION (SEE NOTES) AS-BUILT " ©----1 0 - 1 COPPER x COPPER UNION N ~ landscape ard11/ecturc > 2 COPPER TEE /a,rd fi/a11nj11g k, 3 MALE x COPPER ADAPTER ~ 4 BALL VALVE WITH HAND LEVER 7859 Silio Coco '2i 5 Carlsbad, CA 92008 RCE EXP. DATE ., 5 TYPE L COPPER LJ lhL~49276 65()(1 > I I 6 1.5" FIRE HOSE FITTING ww,c ~,,,,nc.com REVIEWED BY: I I I I < -7 BALL VALVE WITH PADLOCK WING ~ I I '2 8 C x C x C TEE "' 5 ~li 9 ¾" HOSE BIB OR TEST COCK INSPECTOR DATE i 10 MIP ADAPTER ~ ~ I SH7ET 11 CITY OF CARLSBAD I~ PLANNING DIVISION SPEC IDWG ITEM DESCRIPTION ,: LANDSCAPE IMPROVEMENT PLANS FOR: [i < CARlSBAD RANCH PA5, MARBRISA -VILLA 62 "' ~ 0 z \,"ill SC4P ~ --;:i REV. APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT 9 ;)/, ;I 7./4 --/J./, ►• ◄ ;::, ' -1, ~ 12/11 $ ~ I APPROVED, u~ ~,t-U{f/ BYPASS TEE ¼ ~ I ~ CITY ENGINEER DATE C, en .c; l l 'f> {z ~ -~ FOR RECYCLED WATER TESTING STANDARD DWG. NO. W-35 ...,.,(JKAl"ORL "----1 EXP. 9130/26 * '1/'. 4-28-26 /~ PLANNING / O:\EngineeringShared\Reference\Monuols & Stondords\CARLSBAD ENGINEERING STANDARDS_LDE\Volume 3 -Standard Drawings and Specifications f/i~,.._ llAlE A~ OWN BY: KC PROJECT NO. DRAWING NO. -0 \CAD Drawings for Standard Drowings\CMWD Standard dwgs\CMWD STD DWGS R-6-08 Know what's below■ DATE INITIAL N .t OJ C\c\\\\ DATE INITIAL DATE INITIAL LPC2025-0026 0 CHKD BY: Ml 428-9MM N REVISION DESCRIPTION ~ Call before you dig. DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: Ml DEV 3006 C, Expiration Dote: 09-30-26 " < GUIDELINES FOR RECLAIMED WATER USE THE FOLLOWING GUIDELINES HA VE BEEN ESTABLISHED BY CARLSBAD WATER DISTRICT. THEY ARE TO PROVIDE THE BASIC PARAMETERS FOR THE USE OF RECLAIMED WATER IN LANDSCAPE IRRIGATION. TO OPERATE YOUR SYSTEM IN COMPLIANCE WITH THESE GUIDELINES YOU MUST: 1. IRRIGATION BETWEEN THE HOURS OF 10:00 P.M. TO 6:00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ONSITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUNOFF POOLING AND PONDING. 2. THE APPLICATION RA TE SHALL NOT EXCEED THE INFILTRATION RA TE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM WATER ABSORPTION). 3. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VAL YES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. 4. EDUCATE ALL MAINTENANCE PERSONNEL, ON A CONTINUOUS BASIS, OF THE PRESENCE OF RECLAIMED WATER, AND THE FACT THAT IT IS NOT APPROVED FOR DRINKING PURPOSES. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THAT TffiS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 5. OBTAIN PRIOR APPROVAL FOR ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY ONSITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT ST AND ARDS. FAIL URE TO COMPLY WTTH ANY OR ALL OF THE ABOVE GUIDELINES PUTS YOUR SYSTEM TN VIOLA TTON TO THE DISTRICT'S RULES AND REGULATIONS, AND WILL RESULT IN TERMINATION OF SERVICE UNTIL THE APPROPRIATE CORRECTIVE STEPS HA VE BEEN TAKEN. CONTROLLER RUN TIMES SHRUB DRIP Moderate Water Use I Loam I Drip .60 Gal/Hour Month Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Maximum Minutes perstarttlme 15 15 15 15 15 15 15 15 15 15 15 15 Start times per week* 2 2 4 5 5 6 6 6 5 4 2 2 Total minutes per week 30 30 60 75 75 90 90 90 75 60 30 30 *Start times per week may not equal days per week. Multiple start times per day may be needed to avoid runoff. . • • TREE BUBBLER Moderate Water Use I Loam I Drip .60Gal/Hour Month Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Maximum Minutes per start time 5 5 5 5 5 5 5 5 5 5 5 5 Start times per week* 2 2 3 4 4 5 5 5 4 3 2 2 Total minutes per week 10 10 15 20 20 25 25 25 20 15 10 10 *Start times per week may not equal days per week. Multiple start times per day may be needed to avoid runoff. NOTE: CONTRACTOR SHALL ADJUST THE ABOVE SCHEDULE FOR THE ESTABLISHMENT PERIOD AS FOLLOWS: • RUN ALL STATIONS USING THE ABOVE RUN TIME EACH DAY TO KEEP THE SOIL OPTIMALLY MOIST AT ALL TIME DURING THE FIRST 90 DAYS OF ESTABLISHMENT. • ADWST EACH STATION AS NECESSARY FOR ACTUAL SITE CONDITIONS. • AT NO TIME SHALL RUN OFF BE PERMITTED. ADJUST START TIMES TO ACCOMMODATE LOCAL SOIL PROFILES. • WATERING SHALL OCCUR BETWEEN I 0PM TO 6AM. SMART CONTROLLER NOTE: • THE ABOVE SCHEDULE rs A GUIDE ONLY. • DO NOT OVERRIDE SMART CONTROLLER FUNCTIONS. • CONTRACTOR SHALL FOLLOW MFG. INSTRUCTIONS FOR INPUT OF ALL IRRIGATION SYSTEM REQUIREMENTS FOR SCHEDULING, INCLUDING PREC. RATES, PLANT TYPES, SOIL PROFILE, SLOPE ETC ... . COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH RECYCLED WATER NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF CARLSBAD RULES AND REGULATIONS. 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WTTH RECYCLED WATER SPRAY, MIST, OR RUNOFF. 3. BEST MANAGEMENT PRACTICES SIW..L BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTIONS OF PTPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD. 7. ALL MAINLINE PIPES SHALL HA VE WARNING TAPE PER CITY OF CARLSBAD RULES AND REGULATIONS. 8. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10:00P.M. TO 6:00 A.M. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WTTH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET CITY OF CARLSBAD RULES AND REGULATIONS. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHlBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADWSTED TO MINIMIZE OR ELIMINATE OVER-SPRA Y1NG ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER CITY OF CARLSBAD RULES AND REGULATIONS. 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VAL VE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER A WWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEAL TH AND SAFETY CODE. 14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THEW ARNING, "NON-POTABLE OR RECYCLED WATER," COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOW ARD THE TOP OF THE TRENCH PER THE CITY OF CARLSBAD RULES AND REGULATIONS. 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND /OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURF ACES, NOT PIPE CENTERLINES. 16. CONST ANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 17. IF A CONST ANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CITY OF CARLSBAD RULES AND REGULATIONS. 18. DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY CITY OF CARLSBAD AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO ANY USE OF RECYCLED WATER. 19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CITY OF CARLSBAD AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENT AL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGNS SHALL BE CALLED OUT ON THE PLANS. 21. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, THE RECYCLED PURVEYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CITY OF CARLSBAD AND/OR THE SAN DIEGO COUNTY DEPARTJ\1ENT OF ENVIRONMENTAL HEALTH. IN CASE OF EMERGENCY CONTACT: NAME: MIKE PRACANICA PHONE NUMBER: 760-814-7030 OR AFTER HOURS CONTACT: NAME: MIKE PRACANICA PHONE NUMBER: 760-814-7030 22. ALL PUBLIC AND PRIVATE POT ABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 23.CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/OR DESIGNATED OUTDOOR EATING AREAS ON THIS SITE. 24. EDU CA TE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RA TE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. 25.A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WTTH RECYCLED WATER AND POT ABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. 26. THERE SHALL BE NO DIRECT (PIPE-TO-PIPE) DRAINAGE OF RECYCLED WATER IN THE STORM DRAINS. 27.ABSOLUTEL Y MINIMIZE BY BEST MANAGEMENT PRACTICES RECYCLED WATER RUNOFF TO STORM DRAINS. 28. DESIGN OF BROW DITCHES AND CATCH BASINS SHALL ABSOLUTELY MINIMIZE RECYCLED WATER RUNOFF INTO STORM DRAINS. 29. ALL RECYCLED WATER SPRINI(LER CONTROL VAL YES SHALL BE TAGGED WTTH IDENTIFICATION TAGS. TAGS SHALL BE WEATHERPROOF PLASTIC 3" X 4", PURPLE IN COLOR, WITH WORDS "WARNING RECYCLED WATER -DO NOT DRINK" TMPRTNTED ON ONE SIDE, AND "A VTSO -AGUA IMPURA -NO TOMAR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. ONE TAG SHALL BE ATTACHED TO EACH VAL VE AS FOLLOWS: ATTACH TO VALVE STEMDIRECTLYOR WITH PLASTIC TIE WRAP; OR ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE WRAP. S J R /und.s,·arrn archi/ec//1re land plunnin1; APPRO V[O FOR !RR/GA T!ON ANO PLANTING ONLY, INCLUDING PR[C!S[ LOCATION OF PLANTING AR[A. AS-BUILT cl > le:' 7859 Sitio Coco Carlsbad; CA 92008 -----§ RCE __ _ EXP.____ DATE j Tl'L 94'! 276 6500 1-------------------1$' lf'W>t'.SJc>1nc.com REVIEWED BY: ;;i ~ INSPECTOR -----::; DA TE ,e ,-------,----,-----------------,-----,--~-.-------,,-----.----'-------------------1~ r' l-----+--+-----------+--+-------l---+--------I I SH8EET 11 CITY o F CARLSBAD I ~ . PLANNING DIVISION _ :'.: 1-----,---t----------------+-----+--+----1-----1 ~L=AN::::D::::S:::::C;_A;PE~I::::M::::P::::RO::::VE:;::::M:::::E::::N::::T~P::::L=A:::::N;:S =F::::O::::R=: ======: § ;'; 0 I c< CARISBAD RANCH PA5, MARBRISA -VILLA 62 °"°"'i\1l I AP ¼'' __ ,, c,,,;:;;°" 0 ;:g.,., • -;. ~-1--------t-----------+----t---t----lf-----i I APPROVED:/' ,,/J 1.4,,,,,. / 1-'.:=: • fl!'a~7 .... ulli,,,,..,,E . ___ _,.__CL,.,.A.,v(,,u~-~~,..__, ... nl,'-'¥'~=·==-'1/~---;; I l'D l 'l-te ~ f.XP 9/30126 * PLANNING / . s 0, 4-28-26 0' Know what's below. <;",;,,.. om -"~ DWN BY: KC PROJECT NO. DRAWING NO. 8 ,. or c,J\11::1 DATE 1N1T1AL DATE 1N1T1AL DATE 1N1T1AL CHK □ BY, _M=I~-LPC2025-0026 °, DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: Ml DEV 3006 ~28-9MM c:i Call before you dig. Expir □fon D□te:09·J0.26 ~-~~~~~~~---~ le" L_ ___ ___:=::.::..:::::.:....::.==='-------..J_---------------'-------.l-----J_-------------------__J<'. r- r .. • ---:. ----;:.---c._,,.:_~--~--c--__ ;_;_ ---------~'- ., '•'••-·-;ca·----------·---!•~ --y------~"'----,.,----~~------~ . 1-;- WATER EFFICIENT LANDSCAPE WORKSHEET HYDROZONE INFORMATION TABLE Plant %o1Total H)rlro20ne CITY OF CARLSBAD ESTIMATED TOT AL WATER USE {ETWU) Hydrozone Number (1 -6 are Special Landscape /!iea Zone Below) {:-· -----·------\ ---. ··-·-·-r: ·-----·----"--------- Controller Program No. Hydrozone' Zone or Valve Irrigation Me'lhod** Type/Factor"' Landscaped /!iea (Sq. Ft.) Process Slep No. ---------·-------'·Cc----. r r ,.-. ,, ___ .. _____ ----------,, ____ , ,,---· EXISTING PLANTING AND IRRIGATION SYSTEM TO REMAIN, PROTECT IN PLACE, FIELD VERIFY. CONTRACTOR SHALL FAMILIARIZE HIM/HERSELF WITH THE SITE'S EXISTING CONDITIONS. ADJUST IRRIGATION SYSTEM AS REQUIRED TO ACCOMMODATE NEW IMPROVEMENTS ADJACENT TO LIMIT OF WORK, AND SHALL REFLECT MODIFICATIONS ON THE AS-BUILT PLANS, TYPICAL. ~" 1 ~ I 1 r -----[ I I I j T y f j ! 1 J 1 1 j f I ,,,1, ~ -- -------r 1 1 l 1 Y J ~ T I J J J I J I f T r YJ.1,_,1_ I I,--f 1 I J ' 1 r M~-+-1 I -1 r ~'"1_-6-~===,)j:ciJ.~~~ ] l r'----"~'-'= ==\__ - ( \ [ VILLA 62 LAJS l = ( ('I.-==• =-=..1/1~::=!..::::=:~/l r 1 .LI. - I r ' r -·' -'----[ r ' ___ J __ '.l/ y I 1 1 J I I I y i I -- ■--- J - 1 r ' ' 1 J I 1 ' I {_ ' 1 1 1 ' YY ' r ..... _...,.._--...,i_ LJ h J ' ' ' I -----Ti'- -,., -- -1----- --. ,i ___ c --~----•----. i : - ( h-Y k I ' fk,.i>,,-. .... 1 ·., __ --::-_:_·=•-=.;-_-; .. _~;~;--~~~~;--~-;-:_"CC_ -,_ ~--:~---~-----... _~ -:..::::-;~~-::---:.:_-_-:::-c ___ :·f -_c_ • -•-•~--~cc, ___ L,'-.-----._, ---·= / ~ __ ! ";---,_ ''~--,_,-,._,_,__ ~~~~~- ii ii --­' -. 1 ,•r•,i.,Jy._;-1 ---' I L HYDROZONE LEGEND HYDROZONE (I) PALM, MEDIUM WATER, BUBBLER -150 S.F. -RECYCLED HYDROZONE (2) TREE, MEDIUM WATER, BUBBLER -75 S.F. -RECYCLED HYDROZONE (3) EXISTING TREE, MEDIUM WATER, BUBBLER -50 S.F. -RECYCLED HYDROZONE (4) SHRUB, MEDIUM WATER, DRIP -4,857 S.F. -RECYCLED ' ' ' 1 T ' 1 J r:.- ;ID - ' y ' ' y' ' ' ' r ' r ' 1 T ' ' ' 1 ' 1 ' ' 1 I T J y I ' 1 1 ' ' -f I -- r Know what's below. Call before you dig, .:J -- u Y, 1. l I 1 1 ' ' J ' = 1 ' J 1 I I I T T (PF) /!iea ,f • 5. A MW 1 Bubbler 0_50 50 0_87% A MW 2 Drip 0_50 1,048 18_28% A MW 3 Drip 0.50 1,775 30.97% Controller "A" (Below) _sf.A sCA iA sriA 8,i>cyclM ~;tjl,l;d Recycled Recycled' !'1~1\\<:le<l '.Re.;\<llea: '', ... _-.. _ /.-•,-.. .. Bubbler [ifii, , .P(iP-Buh.bier Bu~~lfr: Drip 44.0 44.0 44.0 44.0 44.0 44.0 1----A:---+-~M,--W:--+--~4--+-~B_ub,--b.,.ie_r_+----=0-=.5~0---t---::75cc---+--~1-.,.3~1 ',--1/o_-; Evapotranspiration Rate ._ __ A __ +-__ M_w __ +---__ 5 __ +-_B_ub_b_le_r_+---_o_.5_0_--+ __ 1_so __ +-_2_.6_2°_Yo _ _, (ETo)' A MW 6 Drip 0.50 2,634 45.95% 1-,C,_o-n-ve-rs.,.io_n_F=-a-c.,.to-r--1--.,..,-2""··c'-~1----~---~---=occ.6c:2:---~--~----1 1--------1------+-----+-------+------l---------+------l 1-------+-----+------+----+------+-----+-------1 (Slep 1 x Siep 2) a 27.28 1---~--=~--+-~C-,-,~~----~---~---~---~---~----j Plant Factor (PF)" t--------i------+------+------+------t-------+------l 4 0.5 0.5 0.5 0.5 0.5 0.5 -'"""~~~-~~-~---~----------=~--==~c-; (From W\JCOLS) (VLW-• LT_o_ta_l P_l_an_le_d_k_e_a __________________ ...L_ __ 5,_73_2_~_1_0_0._oo_'¾_,__,1cH-W)_(0~.1.,.-~o_.8_) ___ --co'--'--l---+----+----t----t------t----1 /!iea ofHydrozone (sq. • =±=, I I ' 1 1 " 1 1 ' u ' 1 ' 1 ' 1 . . \ I! •HP/ant Factor from WUCOLS Ill 5 50 ft.) (HA) 1,048 f I f (Slep 4 X Siep 5) Irrigation Efficiency (IE)"' (Slep 6 + Siep 7 (Total I'll Slep 8 +Total SLAsq. ft. in Step 5) (Slep 3 x Siep 9) Estimated Total Water Use in gallons per year (ETW\J)-Total shall not exceed MAWA ETo' Westofl-5 =40.0 25 0.75 33 9 .10 Eastofl-5 and West of El Camino Real= 44.0 East of El Camino Real= 47.0 i'jlplicant may provide a different E!o if supported by documentation subject to approval by the Ci•J Planning Division "Plant Factor & Water Use 0.1 ° VLW-¼ryLow Water Use Plants 0.3 = LW-LowWaterUse Plants 0.5 =MW-Moderate Water Use Plant 0.8 = HW-High Water Use Plants 524 0.80 655 MAXIMUM APPLIED WATER USE (MAWA) calculation: MAWA = (ETo) x (0.62) x {(ETAF x lA) + [(1-ETAF) x SlAil 1,775 75 888 38 0.80 0.75 1,109 50 3,594 98,043 ***IE Micro-spray= .80 Spray= .72 MP Rotator= .75 Bubbler= .75 Drip= .80 150 75 0.75 100 156,369 Total Landscape /lfea 2,634 1,317 0.80 1,646 T I I f I 1 1 j I f I I I J ' r ' ' 1 ' - / . I T . -" ' - ---__ ,,_ ~ ------,---:;, ---------- '· ----- ' J L --,·, I : ; >p:;:(;;_),~ ~Yl-..... , I I ' -f~ -•1 -' i __ : I I l --I ·: If I 11 I _' _-__.:::_I-_-,;;-.:;_-_ •• 1 I • , •• f T , ' ~ l T ., . ' I ~-T 1 \,l. ' " ~ I j• --- - J ~ ' ' ,' ii' ---'--, -. ------FIRE BACKFLOW S J R landscape arc/,/,ecturc lofld plan111rrg 7859 Sitio Coco Carlsbad, CA 92008 lt.:L'J4~276 6500 GRAPHIC SCALE 10' 0 10' ~~ I_~ SCALE: 1" = 10' APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE 30' I LOCATION OF PLANTING ~ AREA. ~ 1--------------------------l-8 RCE __ _ AS-BUILT > rs: EXP _____ _ DATE "' § < -' -' > -< ~ l--------------------------l2 REVIEWED BY: I INSPECTOR DA TE § [I---==-1:::;:=_ -=]--+ -==--==--==--==--==--==--==--==--==--=]--+-==--=I+--=~-T:=_ -=]-+ -==--=:r.:1 =sH9=EE=T ;-;I I ::::::::::::::::C:::::IT::::::Y::::::::=:O:=F:::::::::C==A=R==L=s=B=A::::::D::::::::::::::;-1~ . PLANNING DIVISION ~ ~LAN=;::::D:::S:::C:'.-.AP'.;E::==l:::M:::P::;R:::O:::VE:::::::M:::E::N:::T=P:::LA=:::::N:::S=::::F:::O:::R=: ======::::: CARISBAD RANCH PA5, MARBRISA -VILLA 62 < "- l----+----1----------------+----1----+---+----1 I A_P_P_R_o_v_ED_'~~/~ I)~~ ·__,{Jc+,&=.----~ M111µ/ PLANNING f, ~ ~ le v DATE INITIAL DESIGNER OF WORK Expiration Date: 09~30-26 DA TE INITIAL REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL OWN BY: KC PROJECT N8 CHKD BY: ~M~I _ LPC2025-0 26 RVWD BY: Ml DEV 3006 DRAWING NO. ~ 28-9MM ~ < D G BUBBLER 0 CQ "" (N "" ' '-~--~ -: : i -~--¾DDr: --' ; - - - I ' ' I=---' ----I i --: - I LEGEND CD POP-UP HEAD (PURPLE FOR RW) (}) FINISH GRADE (D SCH. 80 PVC NIPPLE LENGTH AS NECESSARY Ci) SCH. 40 PVC TxT 90 DEGREE ELL W MARLEX90DEGREESTREETELL @ SCH. 80 PVC NIPPLE (6" LONG) (jJ NON-PRESSURE LATERAL LINE & TEE FITTING ® MARLEX90DEGREEELL ® ANTI-DRAIN VAL VE -ALL DOWN SLOPE HEADS -IF NOT FITTED IN HEADS NOTE: A. LOCATE HEAD 24" FROM WALKS, CURBS, HARDSCAPING, AND MOW STRIPS B. LOCATE HEAD 6" FROM ALL STRUCTURES. USE TEFLON TAPE ON ALL MALE THREADS. C. LOCATE TREE BUBBLERS 3" MINIMUM FROM ROOTBALL AND/OR 3' FROM TRUNK 18" 11/E ARE CONSEl<VING OUR \AOST VAWBLE RESOURCE 8Y 1 l-+➔IRR~¢~1iic~~~E~~~1~:PE ® RECYCLED WATER AGUA RECiCLADA DO NOT DRINK NO TOME EL AGUA (N ..., 2 3 LEGEND CD GALVANIZED STEEL SIGN Ci) 2" GALVANIZED STEEL POST. U-CHANNEL OR BOX GD CONCRETE FOOTING, 520-C-2500 NOTE: A. SIGN TO HA VE NO SHARP EDGES B. VANDAL PROOF HARDWARE TO BE USED FOR CONNECTING SIGN TO POST RECLAIMED WATER SIGN C F "' I" IN LA \VN AREAS 3'' JN LAWN AREAS 4 >------ 5 >------ #+l-----------{9 _Q---1'1:lf2:::'.....J-l-----------il0 13>--~ 11 ~---------{14 LEGEND G) STRUCTURE OR HARDSCAPE Ci) PURPLE PLASTIC VAL VE BOX & COVER-COVER SHALL BE HEAT STAMPED "QC" WITH LETTERS HEAT STAMPED INTO COVER BY CONTRACTOR 0 FINTSH GRADE 0 QUICK COUPLING VALVE W/ PURPLE CAP 0 STAINLESS STEEL SCREW, CLAMP MIN. (3) PLACES @ 3/4" DIA.WASHED CRUSHED AGGREGATE (j) BRASS NIPPLE ® BRASS NIPPLE -6" LONG ® BRASS 90 DEGREE ELL @ BRASS 90 DEGREE STREET ELL @ BRASS 90 DEGREE STREET ELL @ PRESSURE SUPPLY LINE FITTING @ PRESSURE SUPPLY LINE @ NO. 4 REBAR STAKE (24" LONG) @ 1/4" MESH GALVANIZED SCREEN QUICI( COUPLER NOTES: A. PLACE STABILIZER PRIOR TO INSTALLATION OF VAL VE BOX B. QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. C. ACME THREAD TYPE (D 6IDEYiN..K. @~,- ® MeTE:R SOX ¥!/METe~. @P01AB1f SERVICE LlNf, {+-i!rt;il \\) @ REGLAIMfO ~TER lRRlt,ATION =;;.::t==t---4 MAINUNe Jill/Sl.Et'v't. ' x I z -I ~O' MIN. TO por A61.E MAINLIKE IN ~OOT. f POTABLE SERVICE LINE CROSSING B E i z ~ :::; 00 ~ ~ :::; C N ~ I" IN LAWN AREAS 3" IN PLANT AREAS ----11 ~--{ 2 -111-11 I I 111 I I 6 4 "-8 (jJ LEGEND G) CARSON MODEL 910 PURPLE PLASTIC VAL VE BOX COVER SHALL BE HEAT STAMPED "BV" FOR BALL VALVE, OR "GV" FOR GATE VALVE Ci) FINISH GRADE 0 ISOLATION VAL VE -PER PLAN 0 3/4" DIA. WASHED CRUSHED AGGREGATE 0 SCH 40 PVC MALE ADAPTORS @ BRICK STABILIZERS-(2 TOTAL) (j) PVC MAINLINE ® 10" PVC PIPE ® 1/4" MESH GALVANIZED SCREEN NOTE: A. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX B. INSTALL BALL VAL VE BEFORE EACH GROUP OF VALVES. C. TOP OF BOX TO BE 1" ABOVE GRADE IN TURF & 3" ABOVE GRADE IN SHRUB AND GROUDCOVER AREAS. 3 ,,-, 5 RECYCLED PIPE/ POTABLE WATER PIPE CROSSING POT ABLE MAIN LINE i i ----: ' '--! l~-1-----1 ,~-' --.1111111111111!1!.ai~J,.,.,...;.-,-3" WIDE METALLIC MARKER TAPE -= ~; i ~--:--: i 1--:: i .=-·- .,,--RECYCLED PRESSURE MAINLINE & SLEEVE RECYCLED WATER MAIN BELOW POTABLE MAIN NOTES: 1) SEPARATION BETWEEN POTABLE AND RECYCLED MAIN LINE SHALL MEET THE LATEST REQUIREMENTS OF DEH GUIDANCE CRJTERIA FOR THE SEPARATION OF WATER MAINS AND NON-POTABLE PIPELINES. 2) THE MINIMUM VERTICAL CLEARANCE BETViEEN THE POTABLE AND RECYCLED PIPELINE IS 12". SLEEVING IS REQUIRED FOR SEPARATION LESS THAN 12". 3) SLEEVING SHALL EXTEND TEN (10) FEET EACH SIDE FROM THE CENTERLINE OF THE POTABLE LINE, FOR TOTAL LENGTH OF TWENTY (20) FEET. THE SLEEVE SHALL BE PURPLE PVC CL 200 AND 2 TIMES THE DTAMETER OF THE RECYCLED MAINLINE. 4) ALL RECLAIMED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE PVC AND LABELED AS SPECIFIED IN THE CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS, LATEST EDITION AND THE RECLAIMED WATER NOTES. ISOLATION VALVE A POT ABLE/RECYCLED WATER CROSSING LEGEND 1-20"x14" JUMBO RECTANGULAR VALVE BOX 2-16"x11" STANDARD RECTANGULAR VALVE BOX 3-10" DIA. ROUND VALVE BOX 4-EDGE OF AREA, CURB, WALK OR WALL DW DW DW DW DW DW DW DW DW DW DW DW RW RW RW RW RW RW RW RW RW RW RW RW A A A A A A A A A A A A f-Z zo w­::.>­Q. <( _z ::, l'.) Ov, ww Cl ARV BS BV CCC Fl FS FVA GR GV MS MV SB IDENTIFICATION GUIDE AIR RELIEF VALVE BASKET STRAINERS BALL VALVE COMMUNICATION SPLICES FERTILIZER INJECTORS FLOW SENSORS FLUSH VALVE ASSEMBLY GROUNDING RODS GATE VALVES MOISTURE SENSORS MASTER VALVE SPLICE BOX DW RW A (STA NO.) REMOTE CONTROL VALVES DW RW A QC QUICK COUPLERS CONTACT LANDSCAPE ARCHITECT FOR INFO ON ANY DEVICE IN A BOX NOT LISTED. VAL VE BOX IDENTIFICATION 2 2 4 12" 12" 12" PLAN VALVE NUMBER NOTES: A-VALVE BOXES SHALL BE LABELED BY HOT IRON BRANDING B-CONTROL VALVES SHALL BE INSTALLED TO ALLOW ORDERLY ARRANGEMENT OF VALVE BOXES. C-LOCATE VALVE ASSEMBLIES IN SHRUB OR GROUNDCOVER AREAS ONLY 24" FROM HARDSCAPE. 3 D-LOCATION OF VALVE ASSEMBLIES SHALL BE STAKED FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. E-CENTER VALVE BOXES OVER VALVE ASSEMBLE TO FACILITATE ACCESS AND MAINTENANCE. F-SET VALVE BOXES AT EQUAL ELEVATIONS W/ TOPS AT 3" ABOVE FINISH GRADE IN SHRUB/ GROUNDCOVER AREAS. G-VALVE BOXES SHALL BE SET PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE OF AREA. H-DO NOT DEFORM OR COLLAPSE VALVE BOX BY EXCESSIVE SOIL COMPACTION AROUND BOX. I-SEE ALSO INDIVIDUAL VALVE INSTALLATION DETAILS. S J R land.>e·ap€ architecture land planning 7859 Sitio Coco Carlsbad, CA 92008 TEL 949 276 6500 ""w \Jtlinc·.cum APPROVED FOR !RR/GA TION ANO PLAN TING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING G ~ C AREA. t 1-------------------ti= AS-BUILT ~ f:: G 8 RCE __ _ -----j EXP_____ DATE > < 1-------------------1~ i ~ REVIEWED BY: -----~ INSPECTOR DA TE t; i-------------------,:::::::::r::::::.:ir::::::::::::::::::::::::::::::::::::::::::::::::::::::::_:i:::::::::r::::~J:::::::Jr::::::J-;==;:::::;-',====;::;::;;:;::;:::::::;;::::;;;:=::;:::::;;;:::;::;::::;;;==:;:::==::::;-1s t-----+--+--------------1--+----t---t----l I S1HEOET 11 CITY OF CARLS BAD \ : _ PLANNING DIVISION . c:; t----+--+---------------+---+--+----+----1 ::::::=~::::::==============:::::: < t-----+--+---------------+---+--+----+---l LANDSCAPE IMPROVEMENT PLANS FOR: '-< CARLSBAD RANCH PA5, MARBRISA -VlllA 62 I ~ r< 1-----+--+---------------+---+--t----+---l ::::==================~ ~ l----+---+---------------+--+---+---+---11 APPROVED:/, /} , JJ: I ~ ~ ---=V~f.,,l,U,/,~-'----'-_,r.-lJ,,__,,_.,..t,,,(1,,tl,='ir,,C:'-----'? [<'B>{ Z4 ; * t------+--+---------------+---+--+----+---l PLANNING I _ ::; ;:.__ ~~,=-,,. ~ ·~ -", OWN BY: -~-PROJECT NO. DRAWING NO. ~ o; Ckc\ □ATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL cHKD BY: ~M-1 _ LPDCE2V02350-000626 28-9MM ~ •. DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: Ml _ L _ _,;_ _ __..!::Ex:£!p1~ra~tio~n_ED~at~e:~092!!·302!·2~6 L ____ L ______________ L.=...L.:.::.....:::.JLLL.:.::....~....'.======~=~~~~::'.'.:::=::::'..'.::===~< D G "' I-" r 0 z "' "' !!3 ~ "' "' 0 '" c<D NOTES: A. ALL SLEEVES TO BE I 2 SCH. 40PVC. B. EXTEND ALL SLEEVES cs - Ii 7 . ~-V ! -- 12" BEYOND EDGE OF HARDSCAPE AT BOTH ENDS C. REFER TO SHEET 6 FOR MINIMUM PIPE COVERAGE NOTES LEGEND CD HARDSCAPfNG 0 CLEAN BACKFILL-SEE SPECS. FOR MATERIAL, 90% COMP ACTION REQUIRED G)sAND 0 PURPLE NON-PRESSURE LATERAL LINE SLEEVE SIZE TWICE DIAMETER OF NON-PRESSURE LATERAL LINE 0 CONTROL WIRE SLEEVE -SIZE PER PLAN, INSTALL ADJACENT TO PRESSURE SUPPLY LINE 0 PURPLE PRESSURE SUPPLY LINE SLEEVE -SIZE TWICE DIAMETER OF PRESSURE SUPPLY LINE (j) RECLAIMED WARNING TAPE PER CITY/ COUNTY GUIDELINES SLEEVING [] WARNING TAPE WARNING LABEL RISER LABEL 'CHRISTY' TAG "CHRISTY" NO. 3150 MAXI-1.D. TAG IN BOTH ENGLISH AND SPANISH. USE IN ALL VAL VE BOXES. "CHRISTY" 3" ND PRW NON-DETECTABLE PURPLE TAPE LABELED "CAUTION - RECLAIMED WATER BELOW" LOCATE ABOVE ALL MAINLINE "CHRISTY" NO. 4100 CONTROLLER UNIT LABEL -3.5 MIL VINYL BASE (PURPLE) -ATTACH TO FACE OF CONTROLLER ENCL. "CHRISTY" NO. 5100 RISER MARKER -3.5 MIL VINYL BASE (PURPLE) -ATTACH TO IRRIGATION RISERS C F ' ' I' I• ~ ~ CZl z OJ :::; f---~ 0 cs z - ) '° OJ X e > X X S x > ) > ) > ) X '.I, I ! ,_ I i ---- 2 7 NOTES: A. PROVIDE AN 24" LOOP OF CONTROL WIRE AT ALL 90 DEGREE CHANGES IN DIRECTION -co ) > I I B. NO SPLICfNG OF WIRE RUN ' ell ' ~ " 3 " > > LEGEND CD FINISH GRADE ' -- C. REFER TO SHEET 6 FOR MINIMUM PIPE COVERAGE NOTES (2) CLEAN BACKFILL -SEE SPECS. FOR MATERIAL, 90% COMPACTION REQUIRED G) PURPLE NON-PRESSURE LATERAL LINE 0 PURPLE PRESSURE SUPPLY (MAINLINE) 0 NEW LINE PROVIDE 2" OF CLEAN BEDDING 0 CONTROL WIRES -BUNDLE AND TAPE AT IO' O.C. AND INSTALL BELOW PRESSURE SUPPLY LINE (j) RECLAIMED WATER WARNING TAPE PER CITY/COUNTY GUIDELINES (TAPE, 12" ABOVE MAINLINE AND DIRECTLY ON TOP OF MAINLINE) TRENCHING STEP I STEP2 STEP 3 STEP4 ,sup BASE SOCKET OVER END OF J_ WIRES ,,_o,~·7./. L:~=:~IRES APPROX. 5/8" FROM ENDS-TWIST TOGETHER APPLY SEALER TO OUTSIDE or g(<= f:;;:"~;G PLUG-FILL CAVITY WITH SEALER / L p;;~RIMP SLEEVE OVER WIRE ENDS-CRIMP ~ s;c;:.c:;;:····iz·•·•c:~rgt_t_1~_t_~-E-SO_C_K_ET OVER END AS FAR AS L • •• PUSH SEALING PLUG INTO BASE SOCKET ~--PUSH WIRES TO END OF BASE SOCKET TO l£t::~! INSURE COMPLETE SEALING OF CONNECTION !\.~--WATERPROOF WIRE CONNECTOR WIRE CONNECTOR B ii 11111'. _a ' ,,_ -0 ~ T7 r( F !J ,_ I.() 101------+1..ill -- LEGEND I MULCHBED 2 FINISH GRADE. 3 PRESSURE SUPPLY LINE 4 REMOTE CONTROL VAL VE (REFER TO PLAN) 5 I SOLENOID WIRES -PIGTAIL EACH 36" LONG 6 I RW (PURPLE) CHRISTY VALVE TAG W/VALVE NUMBER IMPRINT &RWWARNING 7 I PRESSURE REGULATOR-REFER TO PLAN 8 3/4" CRUSHED ROCK. 9 BRICKS (4REQ'D.) IO PURPLE RECTANGULAR JUMBO PLASTIC VAL VE BOX -W / PURPLE LID 11 PVC UNION FOR SERVICING ASSEMBLY. 12 IN-LINE FILTER-REFER TO PLAN CONTROL ZONE KIT A (D PURPLE PLASTIC VAL VE BOX AND LID (CARSON OR APPROVED EQUAL) -HEAT STAMPED RCV W/ VALVE NO. (I) TO SPRINKLER -ANGLE PIPE TO SPECIFIED DEPTH WITH 45 DEGREE ELLS G) SCH 40 PVC MALE ADAPTOR G) SCH 80 PVC UNION 0) SCH. 80 PVC CLOSE NIPPLE @ WATERPROOF CONNECTORS (j) ELECTRIC CONTROL VAL VE @ FINISH GRADE @ PIG TAIL EXPANSION LOOP (MIN. 24" LONG) SCH 40 PVC SxSxT @ TEE @ SCH. 80 PVC CLOSE NIPPLE @ 3/4" DIA. WASHED CRUSHED AGGREGATE @ SCH 80 PVC NIPPLE-(MAIN SIZE) @ CONTROL & COMMON WIRES @ PRESSURE SUPPLY LINE ( "ALERT LINE" OR EQUAL) @ RW (PURPLE) CHRISTY VAL VE TAG W/ VAL VE NUMBER IMPRINT &RWWARNING @ BRICK SUPPORT (4 TOTAL) NOTES A. INSTALL CONTROL VALVES A MINIMUM OF 24" FROM STRUCTURES OR HARDSCAPES B. INSTALL VALVES IN PLANT BEDS WIIEREVER POSSIBLE NEXT TO SIDEWALKS C. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR IIARDSCAPE D. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. E. ATTACH VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER TO CONTROL WIRE. F. ONE VALVE PER BOX ALLOWED ONLY. G. Pl .ACf'. AGGREGATE PRIOR TO INSTALLATION OF VAL VE BOX REMOTE CONTROL VALVE APPRO VEO F"OR !RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION or PLANTING 0 ~ S J R landscape arc·hifec/ur~ land p/unnrng 7859 Sitio Coco Carlsbad.. CA 92008 TEL9492H 6500 AREA. t3 ,__ _______________ _,e AS-BUil T ~ 1': 0 (d -----< -RCE __ _ EXP. ___ _ DATE ~ < 1-------------------1~ ~ REVIEWED BY: "' ~ c-g 1--.L.------------------.--...... --..-----------------,.---,---'-r---.--.-----'-~---_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-~-~-~-=-=.::-..::-.,;-..::-..::-..::-...::::~~ l---+----+----------+----+--t----t----1 I SHlElET 11 CITY OF CARLSBAD I; INSPECTOR DATE \\-.'!Ill S ~P~ IA ~~z rr-~(}.\ ~' 1:1'-" .- :::: , ~ ,......::i .-ll!JGNA'JURI:: >---, l 4! 'l'XP '1/30126 * . PLANNING DIVISION . ~ l----,f----+----------------t---t---t---r----1;::==::=:::'....'::=================:::::::::;; LANDSCAPE IMPROVEMENT PLANS FOR: o CARLSBAD RANCH PA5, MARBRISA -VILLA 62 i -"' l----,f----+-------------~--t----t---t---i-----1~=====================;9 _AP_P_Ro_v_ED_: ..l~L.A!dj)::d. ,_,&AL_A-1,/4(/;vJ~-' u,_~--~--c; ( ~ t Zc.e ~ PLANNING ff ~ ':), 4-28-26 ~ .y /j''-""" .,,-'c:,~ l--ccDAccTEcc-f-cl~Nlc;cTIA-ccL+---------------+--;Dc;-Ac:;:TE7 -;;IN-;;:ITI:-;A-;-L-t-;:;--DA~TE;:--~l~Nlc;;TIA~L-j Of C\\.\', DWN BY: KC PROJECT NO CHKD BY: ~M=I-LPC2025-0026 DRAWING NO. 8 N -..___-"=' ~ . DESIGNER OF WORK REVISION DESCRIPTION Oll1ER APPROVAL Expiration Date: 09-30-26 CITY APPROVAL RVWD BY: Mi DEV 3006 428-9MM ,,;, 1, -< • D E x+ x+ x+ x+ X X X X X X X X X 25% 25% 25% 25% 1trM ---'-----_i_ BOTTOM 113 OF i--------TOP 2/3 OF SLOPE --~-~----~-+-SLOPE SPACING NORMAL SPACING PLUS 25% X ~ DISTANCE BETWEEN ROWS OF DRIP LATERALS AS DETERMmED BY PLANT AND SOIL TYPE. SEE NOTE 1. DRIPPERLINE SLOPE INSTALLATION @ @0 0 0 ~c:j:=!\'r;J===;~ I @ INSET A !NSET A ® FP CD G) NOTES: 1. DISTANCE BETWEEN LATERAL ROWS AND EMTTTER SPACmG TO BE BASED ON SOIL TYPE, PLANT MATERJALS AND CHANGES IN ELEVATION. SEE RAIN BIRD XFS DRIPLINE msTALLATION GUIDE FOR SUGGESTED SPACINGS. 2. LENGTH OF LONGEST DRIPLmE LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTH SHOWN IN THE ACCOMPANYING TABLE. 3. AIR RELIEF VAL VE TO BE TN STALLED AT HIGH POINT OF AREA. DRIPPERLINE LAYOUT (IRREGULAR) G) BOTTOM 113 OF SLOPE FP CD ~~~ ::':.;'Y~~zl~I DRIP MANIFOLD BURIAL DEPTH @0@ 1· @ @ 0 INSET A 6 PSI 15 20 30 40 (D PVC DRIP MANIFOLD FROM RAm BIRD CONTROL ZONE VAL VE KIT (SIZED TO MEET LATERAL FLOW DEMAND) 0 BARB X MALE FITTING: RAIN BIRD XFS-MA FTTTmG (TYPICAL) (D PVC SUPPLY HEADER 0 PVC SCH 40 TEE OR EL (TYPICAL) 0 SUB-SURFACE DRIPLmE: RAm BIRD XF SERIES DRIPLTNE (TYPICAL) POTABLE: XFS DRIPLmE NON-POTABLE: XFSP DRIPLINE 0 FLUSH POINT: SEE RAJN BIRD XFS DETAILS FOR FLUSH POINT INSTALLATION (j) PVC FLUSH HEADER ® 112" AIR RELIEF VALVE: RAmBIRDARV-12 SEERAmBIRDXFS DETAILS FOR ARV-12 msTALLATION NOTES: 1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES m ELEV ATLON. DISTANCE BETWEEN I.A TERAL ROWS FOR BOTTOM 1/3 OF SLOPE TO BE l.25X OPTIMAL ROW ])]STANCE. SEE RAm BIRD XFS DRIPLmE msTALLA TJON GUJDE FOR SUGGESTED SPACmG. 2. LENGTH OF LONGEST DRIPLmE LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTH SHOWN m THE ACCOMPANYmG TABLE. 3. WHEN ELEVATION CHANGE EXCEEDS 10 FEET TT IS RECOMMENDED THAT A NEW DRIPLmE ZONE BE CREATED. 4. mSTALL AIR RELIEF VAL VE AT ]J[GJJ POmTS TN DRIP LATERAL. XFS Dripline Maximum Lateral Lengths (Feet) 12" Spacing 18" Spacing 24:• Spacing 0.6 GPH 0.9 GPH 0.6 GPH 0.9 GPH 0.6 GPH 0.9 GPH 273 155 314 250 424 322 318 169 353 294 508 368 360 230 4 1 .3 350 586 414 395 255 465 402 652 474 50 417 285 528 420 720 488 60 460 290 596 455 780 512 WHEN USING 17MM INSERT FITTINGS WITH DESIGN PRESSURE OVER SOPS!. iT IS RECOMMENDED THAT STAINLESS STEEL CLAMPS BE INSTALLED ON EACH FITTING. ® I :~4" i 0 Inlet Pressure psi 15 20 .30 40 50 CD PVC EXHAUST HEADER 0 PVC SCII 40 TEE OR EL (TYPICAL) G) FLUSH POINT (TYPICAL) SEE RAm BIRD DETAIL "XFS FLUSH POINT" OR "XFS FLUSH POINT WITH BALL VALVE" 0 BARB x MALE FJTTmG: RAm BIRD XFD-MA FTTTmG (TYPICAL) (I} PERIMETER OF AREA @ BARB X BARB INSERT TEE OR CROSS: (j) RAIN BIRD XFD-TEE OR RAIN BIRD XFD-CROSS (TYPICAL) PERIMETER DRIPLINE PIPE TO BE mSTALLED 2"-4" FROM PERIMETER OF AREA (D SUB-SURF ACE DRIPLmE: RAIN BIRD XF SERJES DRIPLmE (TYPICAL) POTABLE: XFS DRIPLINE NON-POTABLE: XFSP DRIPLmE ® 1/2" POLYETHYLENE BLANK TUBmG: RAIN BIRD XF SERIES BLANK TUBING @ ATRRELIEFVALVE: RAmBIRDARVALVEKTT SEERAIN BIRD DETAIL "XFS AIR RELIEF VALVE KIT" @ PVC SUPPLY MANIFOLD @ PVC SUPPLY PIPE FROM RAIN BIRD CONTROL ZONE KIT (SIZED TO MEET LATERAL Fl ,OW DEMAND) @) TOTAL LENGTH OF SELECTED DRIPLINE SHOULD NOT EXCEED LENGTH SHOWN m TABLE @ PVC SCH 40 RISER PIPE XFS Dripline Maximum Lateral Lengths (Feet) 12" Spacing 18" Spacing 24" Spacing Nominal Flow (GPH) Nominal Flow (GPH) Nominal Flow (GPH) 0.6 0.9 0.6 0.9 0.6 0.9 255 194 357 273 448 343 291 220 408 .31 3 514 394 350 266 494 378 622 478 396 302 560 428 705 541 434 333 614 470 775 594 t 4" -6" NOTES: 5 /,,_ //,1//. / ,. /, // //, 1//, 1/h 1//, 1//, .,. 4 A. 1. PLACE TIE DOWN ST AKES EVERY THREE FEET IN SAND, FOUR FEET IN LOAM, AND FIVE FEET IN CLAY. B. 2. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS, USE TIE-DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. C. 3. INSERTION PLOW AND TRENCHED INSTALLATIONS DO NOT REQUIRE TIE DOWN STAKES. C DRIPPERLINE BURIAL 1. 2. 3. 4, 5. EASY FIT COMPRESSION TEE: RAIN BIRD MDCF TEE SUB-SURF ACE DRIPLINE: RAIN BIRD XF SERIES DRIPLINE POTABLE:XFS DRIPLINE NON-POTABLE: XFSP DRIPLlNE INLINE DRIP EMITTER TIE DOWN STAKE: RAIN BIRD TDS-050 WITH BEND (TYPICAL) TURF/FINISII GRADE OR SHRUB BED WITH MULCH A B t T AIR RELIEF VAL VE LEGEND 1. FINISH GRADE LEGEND 1. FINISH GRADE SUBTERRANEAN EMITTER BOX: RAIN BIRD SEB 7XB (PURPLE FORRW) 3. 1/2" AIRRELIEFVALVE: 4. RAINBIRDARV-12 TOBE INSTALLED AT IDGH POINTS IN DRIP ZONE PVC SCH 40 FEMALE ADAPTER 5. PVC SCH 80 RISER 6. BRICK (1 OF 2) 7. PVC HEADER PIPE 8. PVC SCH 40 TEE 9. 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL 2. PVC DRIP MANIFOLD PIPE 3. PVC 1" X ¾" TRUE UNION BALL VAL VE 4. MALE X BARB ADAPTER 5. BLANK TUBING 6. 12-INCH VAL VE BOX WITH COVER (PURPLE FOR RW) 7. 3-INCH MINIMUM DEPTH OF¾" WASHED GRAVEL 8, BRICK (1 OF 2) 2 I MANUAL FLUSH VALVE S J R landc~ap<! architecture /a,rd plan!l1J1g 7859 Silio Coco Carlsbad, CA 92008 lhL~49276G500 WWW .. SJQ/f!C cnm 6 7 8 APPROVED FOR !RR/GA T!ON ANO PLANTING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING "' ~ AREA, "' ---------------------9 AS-BUILT RCE __ _ EXP. ___ _ DATE 8 > ~ ri ~ g "' t--RE_V_IE_W_E_□-B-Y:---------------i; ~ -----~ INSPECTOR DA TE t, rt-=====~====r================================r=====c==~~~====]=====.r;::==:::::::::;-';==:::::::::::::::::::::::::;=:::::;;:::::::::::==;;:;;:::::::::::::==;::=:::::;-1~ l-----+--+------------+---+-----1---1------1 ::=I SiHE~ET:=..l .'::::1 ==C=IT=Y==Q::::::F::::::::::::C::::=A::::::R=:L::::::S=B=A=D==='. ~u~ . PLANNING DIVISION ~ ~ LANDSCAPE IMPROVEMENT PLANS FOR: ~ --' cd V-'F,,~I!\,--'.:i * CARLSBAD RANCH PA5, MARBRISA -VILLA 62 ~ C: b l~A::::P::=PR::::O:::V::=ED:::::::(Ajµ,,~==A==;;;~=========~1 9 ~====:====:=============================:====:====:====:===: . PLANNING --/14' r:; { cto/z~ : --~ ? ~---c-c, eo:,{:, DATE INITIAL DWN BY: -~-PROJECT NO. DRAWING NO. ~ op c~~\ REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHK□ BY: .....oo.MI._____ LPC2025-0026 28-9MM 1'.i L ____ __::.::£!.'.:~~:.!!.~~LD_E_s1G_N_E_R _o_F _w_oR_KL _______________ _L.::_oTH=ER:._A:._P_PR:.:.:o:._vA:.:.:L-1._c:._1T:._Y_A:._P:._PR_:_:o:._vA:.:.:L:....L'.::R=V=W=D=B=Y=:=M=I =::::'...'.==:'.:'.D:::'.:E:'.:V:'.:::::'.3:'.::'.0~0~6~=::::'...'.:====='..J~. Expiration Date: 09-30-26 "'· PART A IRRJGATION l.O SCOPE FURNJSH ALL MATERIALS, EQUfPMENT, SERVICES, SUPERVISION, TRANSPORTATION AND LABOR NECESSARY TO PERFORM ALL IRRIGATION WORK, COMPLETE, INCLUDING BUT NOT LIMITED TO: SERVICE MANUALS; RECORD DRAWINGS; LOOSE EQUfPMENT; GUARANTEE; MATERIALS: AND INSTALLATION. 2.0 DRAWINGS AND SPECIFICATIONS A. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO IND I CA TE AND SPECIFY A COMPLETE AND EFFICIENT SPRINKLER IRRIGATION SYSTEM. B. PLOT DIMENSIONS ARE APPROXIMATE. CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND SHALL REPORT ANY VARIATIONS TO LANDSCAPE ARCHITECT. C. DUE TO TIIE SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, ETC., WHICH MAY BE REQUIRED. CONTRACTOR SHALL CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONS AFFECTING ALL HIS WORK, AND PLAN HIS WORK ACCORDINGLY. DRAWINGS ARE Gl:NERALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. THE WORK SHALL llE INSTALLED IN THE MOST DIRECT AND WORKMANLIKE MANNER, SO THAT CONFLICTS BETWEEN SPRINKLER SYSTEMS, PLANTING AND ARCHITECTURAL FEATURES WILL BE A VOIDED. 3.0 SERVICE MANUALS/MATERIALS LIST A. CONTRACTOR SHALL FURNISH ONE (I) MANUAL TO OWNER. THE MANUAL MAY BE LOOSE LEAFED AND SHALL CONTAIN COMPLETE EXPLODED DRAWINGS OF ALL EQUIPMENT TN STALLED SHOWING COMPONENTS AND CATALOG NUMBERS TOGETHER WITH THE MANUFACTURER'S NAME AND ADDRESS. ADDITIONAL SHEETS SHALL COVER OPERATION INSTRUCTIONS SIMPLE ENOUGH TO BE UNDERSTOOD WITHOUT SPECIALIZED KNOWLEDGE. B. CONTRACTOR SHALL FURNISH A MATERIALS LIST TO OWNER FOR APPROVAL PRIOR TO START OF WORK. SAID LIST SHALL CONFORM TO PERFORMANCE STANDARDS AND DATA AS SHOWN ON DRAWINGS, OR IN LEGEND AND DETAILS. 4.0 AS BUILT DRAWINGS: A. RECORD AC CURA TEL YON ONE SET OF BLACK AND WHITE PRINTS (]RRJGA110N DRAWINGS). ALL CIIANGES IN WORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS. JNCUJDE CHANGES TN BOTH PRESSURE AND NON-PRESSURE LINES. fl. UPON COMPLETION OF EACH INCREMENT OF WORK, TRANSFER ALL SUCH INFORMATION AND DIMENSIONS TO THE PRINTS. RECORD C!IANGES AND DIMENSIONS IN A LEGIBLE AND PROFESSIONAL MANNER. WHEN THE DRAWINGS ARE APPROVED, TRANSFER ALL INFORMATION TO A SET OF REPRODUCIBLE DRAWINGS. C. DIMENSION FROM TWO PERMANENT POINTS Of REFERENCE (MONUMENTS, SLDEWALKS, CURBS, AND PAVEMENT). POST INFORMATION ON AS BUILT.DRAWINGS DAY-TO-DAY AS THE WORK IS INSTALLED. ALL DIMENSIONS NOTED ON TIIE DRAWINGS SHALL BE 1/4 INCH IN SIZE. D. SHOW DIMENSIONAL LOCATIONS AND DEPTHS OF THE FOLLOWING: I. POINT OF CONNECTION (P.O.C.). II. BACKFLOW PREVENTION ASSEMBLY, MASTER VAL VE AND FLOW SENSOR. Ill. ROUTING OF IRRIGATION PRESSURE MATNLfNES (DIMENSION MAXIMUM 100 FEET ALONG ROUTING AND ALL DIRECTIONAL CHANGES). IV. BALL AND BUTTERFLY SHUT-OFF VALVES V. IRRIGATION CONTROL VALVES. VI. AUTOMATIC CONTROLLER, RAIN SENSORS AND ELECTRICAL CONDUITS. Vil. SLEEVES AND PULL BOXES. VIII. OTHER RELATED EQUIPMENT (AS DIRECTED BY THE ENGINEER). E. MAINTAIN AS-BUILT DRAWINGS ON SITE AT ALL TIMES. THESE DRA Vv1NGS ARE SUBJECT TO INSPECTION AT ANY TIME. F. MAKE ALL CHANGES TO REPRODUCIBLE DRAWINGS IN INK (NO BALLPOINT PEN). MAKE CHANGES IN A MANNER EQUAL TO THE ORIGINAL DRAWINGS. G. CONTRACTOR MUST SUBMIT AS-BUILT DRAWINGS (3-MIL MYLARS AND ONE SET OF BLUELINES) TO TIIE ARCIIITECT INSPECTING THE SITE SEVEN DAYS PRIOR TO THE START OF THE MAINTENANCE PERIOD FOR APPROVAL. H. CONTROLLER CHARTS-THREE CONTROLLER CHARTS PER CONTROLLER, ENCASED fN 20 MIL PLASTIC, SHOWING CLEARLV THE AREAS SERVICED BY EACH REMOTE CONTROL VALVE (EACH VALVE DEPICTED BV A DlffERENT COLOR) SHALL BE PROVIDED AT EACH CONTROLLER. CONTROLLER CHARTS SHALL BE MADE USfNG REDUCED APPROVED AS-BUILT PLANS 5.0 LOOSE EQUIPMENT LOOSE SPRINKLING EQUIPMENT, OPERATING KEYS AND SPARE PARTS WILL BE FURNISHED BY TIIE CONTRACTOR IN THE FOLLOWING QUANTITIES: A. 6 BODIES WITH FOUR (4) INSERTS FOR EACH PATTERN USED. B. 4 OSCILLATION BODIES C. 4 ROTOR BODIES D. 3 JO" KEYS FOR MANUAL VALVES E. 2 CONTROLLER KEYS F. 2 ENCLOSURE KEYS G. 4 COUPLER INSERTS AND HOSE SWIVELS H. 3 HOSE BIB KEYS l. l 36" SOIL PROBE J. 1 VALVEBOXKEY 6.0 GUARANTEE A. THE ENTIRE SPRINKLER SYSTEM SHALL BE UNCONDITIONALLY GUARANTEED BY CONTRACTOR AS TO MATERIAL AND WORl<MANSHIP, INCLUDING SETTLING OF BACKFILLED AREAS BELOW GRADE FOR A PERIOD OF ONE (1) YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK. OWNER MAY EXERCISE OPTION TO WITHHOLD PART OF FINAL PAYMENT UNTIL THE ONE YEAR PRODUCT/WORKMANSHIP GUARANTEE HAS ELAPSED FROM DATE OF FINAL ACCEPTANCE. B. IF W !THIN ONE YEAR FROM THE DA TE OF COMPLETION, SETTLEMENT OCCURS, AND ADJlJSTMENTS IN PIPES, VALVES AND SPRINKLER HEADS OR PAVING IS NECESSARY TO BRING THE SYSTEM OR PAVING TO TIIE PROPER LEVEL Of THE PERMANENT GRADES, CONTRACTOR, AS PART OF THE WORK UNDER HIS CONTRACT, SHALL MAKE ALL A.DillSTMENTS WITHOUT EXTRA COST TO OWNER, INCLUDING THE RESTORATION OF ALL DAMAGED PLANTING, PAVING OR OTHER IMPROVEMENTS OF ANY KIND. C. SHOULD ANY DIFFICULTIES DEVELOP WITHIN THE SPECIFIED GUARANTEE PERIOD WHICH OWNER FEELS MAY BE DUE TO INFERIOR MATERIAL AND/OR WORKMANSHIP, THESE DIFFICULTIES SH ALL BE IMMEDIATELY CORRECTED BY CONTRACTOR TO THE SATISFACTION OF OWNER AT NO ADDITIONAL COST TO OWNER, WITHIN 72 HOURS OF WRITTEN NOTICE, INCLUDING ANY AND ALL OTHER DAMAGE CAUSED BY SUCII DEFECTS. FAILURE OF CONTRACTOR TO RESPOND IN A TIMELY MANNER TO REPAIR DAMAGED CONDITIONS, SHALL PROMPT OWNER TO REPAIR SAME AND DEDUCT COSTS OF LABOR, MATERIAL AND EQUfPMENT USED FROM CONTRACTOR'S FINAL PAYMENT. 7.0 MATERIALS A. PIPE AND FITTINGS A.l. BRASS -BRASS PIPE SHALL BE JPS STANDARD WEIGHT 85% RED BRASS. FITTINGS SHALL BE WITH STANDARD 125 POUND CAST BRONZE THREADED FITTINGS. A.2. PVC CONDUIT-PIPE THAT IS USED FOR CONTROL WIRES SHALL BE PVC CONDUfT SCHEDULE 40: TYPE 1220. ALL WIRES UNDER PA VlNG SIIALL BE INSTALLED IN PVC CONDUIT, OR SLEEVES. A.3. PVC NORMAL IMPACT PIPE-TYPE 1220 (PVC SCHEDULE 40 & 80) A.3.1. A. TYPE II GRADE I HIGH IMPACr PIPE FROM ALL VIRGIN MATERIALS. A.3.2. OUTSIDE DIAMETER OF PIPE SHALL BE THE SAME SIZE AS IRON PIPE. A.3.3. PIPE SHALL BE MARKED AT INTERVALS NOT TO EXCEED 5' WITH THE FOLLOWING INFORMATION: MANUFACTURER'S NAME, NOMINAL PIPE SIZE, PVC TYPE AND GRADE (I.E., 1220) SDR RATING CLASS, NSF APPROVAL AND A.3.4. A.3.5. A.3.6. A.3.7. A.3.8. A.3.9. COMMERCIAL STANDARD DESIGNATION CS 256-60 PIPE SHALL BE MARKED AT INTERVALS WITH THE FOLLOWING INFORMATION (NOT TO EXCEED 5'): MANUFACTURER'S NAME, NOMINAL SIZE, PVC TYPE AND GRADE (I.E., PVC 1220) SOR RA TING CLASS, NSF APPROVAL AND COMMERCIAL STANDARD DESIGNATION CS256-63). MARKING SIIALL INCLUDE EXTRUSION DATE. PVC TYPE I S1IALL NOT BE THREADED PVC FITTINGS SHALL BE PVC TYPE 11, SCHEDULE 40 NSF APPROVED. SOLVENT SHALL BE No. 175 GRAY NSF APPROVED AS MANUFACTURED BY INDUSTRIAL POLYCHEMICAL SERVICE, GARDENA, CALIFORNLA, OR EQUAL. CAUTION SHALL BE UTILIZED IN IIANDLING TYPE I PIPE DUE TO THE POSSIBILITY OF CRACKING, OR OF SPLITTING WHEN DROPPED OR 1-IANDLED CARELESS!. Y. WIIEN CO-NNECTION JS PLASTIC TO METAL, MALE ADAPTORS SHALL BE USED. THE MALE ADAPTOR SHALL BE HAND TIGHTENED, PLUS ONE TURN WITHA STRAP WRENCH. JOINT COMPOUND SHALL BE PERMATIX TYPE II. A.4. RJNG-TITE PVC PIPE A.4.1. ALL PIPE INDICATED ON THE WORKING DRAWINGS. SHALL BE CLASS 160 PSI JOHNS-MANVILLE PVC PIPE WITH RING-TITE JOINTS. A.4.2. A.4.3. ALL RING-TITE JOINTS SHALL BE SEALED WITH RUBBER RINGS AS PROVIDED BY THE MANUFACTURER. ALL PIPE JOINTS SHALL PROVIDE FOR EXPANSION AND CONTRACTION. THRUST BLOCKS SHALL BE PROVIDED AS REQUIRED FOR PROPER ANCHORAGE AND DURABILITY OF THE RING-TITE PIPE. (REFER TO DETAILS) B. SPRINKLER HEADS SPRINKLER HEADS SHALL BE AS SHOWN ON PLAN. C. VALVES C. l. REMOTE CONTROL VALVES -ELECTRIC REMOTE CONTROL VALVES SHALL BE AS SHOWN ON PLANS AND DETAILS. C.2. GATE/BALL VALVES -APPROVED GA TE/BALL VALVES SHALL BE AS SHOWN ON PLANS AND DETAILS. SIZE AND LOCATION SHALL BE AT 300' INTERVALS MINIMUM AND ELSEWHERE AS INDICATED ON PLAN. C.3. ALL VALVES SHALL BE LOCATED 24" AWAY FROM CURBS OR SIDEWALKS, AND POSITIONED PERPENDICULAR TO THE EDGE OF PAVING. C.4. ALL VALVES SHALL BE MARKED AT A CURB LOCATION, FINAL LOCATION AND METHOD OF MARKING TO BE APPROVED BY TIIE CITY. C.5, VALVES SHALL BE CLUSTERED IN GROUPS PER PLAN. D. AUTOMATIC CONTROLLERS AUTOMATIC: CONTROLLERS SIIALL BE AS SHOWN ON PLANS AND DETAILS. E. CONTROL WIRE FOR RCV'S ALL WIRING TO BE USED FOR CONNECTING THE AUTOMATIC CONTROLLER TO THE ELECTRICAL SOLENOID ACTUATED BY REMOTE CONTROL VALVE SHALL BE TYPE UF-600V, 14 GU AGE SOLID COPPER, PVC INSULATION, SINGLE CONDUCTOR, UL APPROVED UNDERGROUND FEEDER CABLE. EACH PILOT OR "HOT" WIRE SHALL BE COLOR-CODED FOR EACH VAL VE WITH THE COMMON WIRE BEING WHITE A ND STRIPED DIFFERENTLY FOR EACH VALVE. "PIG-TAIL" TAG COMMON WIRE WITH STATION NUMBERS ON EACH END "PIG-TAIL" WIRING EVERY 1500 L.F. OR A TEACH 90 DEGREE TURN. ENCLOSE 3 FT. PIG-TAILS IN CONTROL BOXES WITH COVER STAMPED "SB" (SPLICE BOX). VALVE WIRES SHALL BE BURIED 18" DEEP MINIMUM AND ATTACHED TO TIIE UNDERSIDE OF THE MAINLfNE WHERE POSSIBLE. THE CONTRACTOR SHALL RUN TWO (2) EXTRA WIRES IN EACH DIRECTION FROM TIJE CONTROLLER TO THE FARTHEST VAL VE IN EACH DIRECTION (COLORS TO BE ORANGE AND ORANGE WITH A WHITE STRIPE). F. VALVEBOXESANDPULLBOXES ALL VALVE BOXES S1IALL BE PLASTIC WEATHER RESlSTANT, U.V. RESISTANT AND SOIL RESISTANT. VAL VE BOXES SIIALL BE GREEN IN COLOR, PULL BOXES SHALL BE GREY IN COLOR. VALVE BOXES SHALL BE LOCKABLE WITH A STAINLESS STEEL BOLT. VALVE BOXES SIIALL HAVE A LOAD BEAR[NG CAPACITY OF 1500 PSI, VALVE BOX EXTENSIONS SHALL HA VE THE SAME SPECIFTCATIONS AS THE BOX. VALVE BOXES SHALL BE "CHRISTIE" OR AN APPROVED EQUAL. BOX LIDS SHALL BE STAMPED "GV" OR "RCV". PULL BOXES SIIALL BE UNMARKED VALVE BOXES SHALL BE EMBOSSED WITH THE CONTROLLER AND VALVE NUMBER. PULL BOXES SHALL BE INSTALLED EVERY 200' MIN. INSTALL PULL BOXES IN LANDSCAPE AREAS ONLY. G. llACKFLOW PREVENTION UNITS THE BACKFLOW PREVENTION UNJTS SHALL BE AS SHOWN ON PLANS AND DETAILS. ALL CONNECTIONS TO BACKFLOW PREVENTER SHALL BE TYPE K BRASS/ COPPER PIPE. 8.0 INSTALLATION A. TRENCHING A.I. EXCAVATION SHALL BE OPEN VERTICAL CONSTRUCTION SUFFICIENTLY WIDE TO PROVIDE FREE WORKING SPACE AROUND THE MATl:RIAL INSTALLED AND TO PROVIDE AMPLE SPACE FOR BACKFILLING AND COMPACTING. A.2. TRENCIIES FOR PIPE SHALL BE CUT TO REQUIRED GRADE LINES, AND TRENCH BOTTOM SHALL BE COMPACTED TO PROVIDE AN ACCURATE GRADE AND UNJFORM BEARING FOR THE FULL LENGTH OF THE LINE. A.3. WHEN TWO (2) PIPES ARE TO BE PLACED IN THE SAME TRENCH, A 6" SPACE SHALL BE MAINTAINED BETWEEN PIPES. (REFER TO PIPE INSTALLATION DETAIL) B. BACKFILLING 8.1. BACKFILL MATERIAL SHALL BE APPROVED SOIL. UNSUITABLE MATERIAL INCLUDING CLODS AND ROCKS OVER I" IN SIZE SHALL BE REMOVED FROM THE PREMISES AND DISPOSED OF LEGALLY AT NO COST TO OWNER. B.2. ALL BACKFILLING SHALL BE DONE CAREFULLY AND SHALL llE PROPERLY COMPACTED FOR APPROVAL PURPOSES. B.3. DEPTH OF TRENCHES SHALL BE SUFFICIENT TO PROVIDE A MINIMUM COVER ABOVE THE TOP OF THE PIPE. SEE IRRIGATION LEGEND. C. PVCPIPE C.l. PVC PIPE SHALL BE SNAKED fN A MANNER WHICH WILL PROVIDE FOR EXPANSION AND CONTRACTION AS RECOMMENDED BY THE PIPE MANUFACTURER. C.2. ALL PLASTIC TO METAL JO!NTS SHALL BE MADE WITH PLASTIC MALE ADAPTORS, UNLESS OTHER WISE SHOWN IN DETAILS. C.3. THE JOINTS SHALL BE ALLOWED TO SET AT LEAST TWENTY-FOUR (24) HOURS BEFORE PRESSURE IS APPLIED TO THE PVC PIPE SYSTEM. C.4. MAIN LfNES SHALL BE TbSTED IN PLACE BEFORE BACKFILLING FOR A PERIOD OF NOT LESS THAN FOUR (4) HOURS AND SI-TALL SHOW NO LEAKAGE OR LOSS OF PRESSURE. DURING THE TEST PERIOD, MINIMUM TEST PRESSURE, AT Tl-IE HIGI-lEST POINT OF THE SECTION BEING TESTED, SHALL BE 150 POUNDS PER SQUARE INCH. CENTER FILLING OF PIPE LENGTHS IS ALLOWED. C.5. AFTER ALL NEW SPRINKLER PIPING AND RISERS ARE IN PLACE AND CONNECTED, ALL NECESSARY WORK HAS BEEN COMPLETED AND PRIOR TO TllE INSTALLATION OF SPR!Nl<LER HEADS, CONTROL VALVES SHALL BE OPENED AND A FULL He:ADOF WATER USED TO FLUSH OUT THE SYSTEM FORA MINIMUM OF FIVE (5) MINUTES. AFTER THE SYSTEM IS TIIOROUGI-IL Y FLUSHED, THE RISERS SHALL BE CAPPED OFF AND THE SYSTEM PRESSURE TESTED. C,6. AT THE CONCLUSION OF A SYSTEM PRESSURE TEST, THE HEADS SHALL BE INSTALLED AND TESTED FOR OPERATION IN ACCORDANCE WITH DESIGN REQUIREMENTS UNDER NORMAL OPERATING PRESSURE. CONTRACTOR SHALL VERIFY HEAD PRESSURES WITH PITOT TUBE AND ADJUST VALVE TO CORRESPOND WITH DESIGN PRESSURE. C.7. CONTRACTOR SHALL NOT BACKFILL ANY WORK PRIOR TO COMPLETION AND APPROVAL OF PRESSURE TEST. IF CONTRACTOR BACKFILLS TRENCHING PRIOR TO PRESSURE TEST, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIRECT AND INDIRECT COSTS OF EXPOSfNG WORK FOR PROPER TESTING AND OBSERVATION BY LANDSCAPE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER. D. INTENTIONALLY LEFT BLANK E. SPRINKLERS E.1. ALL NOZZLES ON STATIONARY POP-UP SPR!Nl(LERS SHALL BE TIGHTENED AFTER INSTALLATION. ALL SPRINI<LERS !IA VING AN ADJUSTMENT STEM SHALL BE ADillSTED ON A LATERAL LINE FOR PROPER RADILS, DIAMETER AND/OR GALLONAGE PER APPROVAL OF THE LANDSCAPE ARCHITECT. E.2. SPRINKLER HEADS AND RISERS SHALL BF INSTALLED ACCORDING TO DETAILS FOR FINAL APPROVAL. F. VALVES F.l. REMOTE CONTROL VALVES SHALL BEADillSTEDINORDER THAT A UNIFORM DISTRIBUTION OF WATER IS APPLIED BY THE SPRINKLER HEADS TO TIIE PLANTING AREAS FOR EACH INDIVIDUAL VALVE SYSTEM. F.2. QUICK COUPLING VALVES SHALL BE SET APPROXIMATELY 12" FROM WALKS, CURBS, HEADERBOARDS, OR PAVED AREAS WHERE DESIGNED. REFER TO INSTALLATION DETAIL. F.3. NO CONTROL VALVES SHALL BE LOCATED IN TURF AREAS WITHOUT PRIOR WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. G. VALVEBOXES G.I. VAL VE BOXbS SHALL BE SET ONE INCH(!") ABOVE THE DESIGNATED FINISH GRADE IN LAWN A REAS AND THREE INCHFS (3") ABOVE FINISH GRADE IN GROUND COVER AREAS. G.2. VALVE BOXES INSTALLED NEAR WALKS, CURBS, HEADERBOARDS, AND PAVfNG SIIALLABUT THOSE ITEMS. TOP SUR.FACE Of BOX SL·IALL BE FLUSH WITH ITEMS LISTED ABOVE. G.3. VALVE BOXES SHALL BE INSTALLED IN SHRUB PLANTERS, NOTJN TURF AREAS WHENEVER POSSIBLE, UNLESS OTHERWISE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. H. AUTOMATIC CONTROLLER LOCATION AND INSTALLATION H. l. THE AUTO MA TIC CONTROLLER SHALL BE INSTALLED AT THE LOCATION SHOWN ON THE PLAN, VERIFY EXACT LOCATION OF CONTROLLER WITH LANDSCAPE ARCIIITECT PRIOR TO INSTALL'\ TION. H.2. ALL LOCAL AND OTHER APPLICABLE CODES SIIALL TAKE PRECEDENCE IN CONNECTING THE 120 VOLT ELECTRICAL SERVICE TO THE CONTROLLER. IRRlGATION CONTRACTOR SHALL PROVIDE POWER TO CONTROLLER AND SHALL COMPLETE HOOK-UP TO CONTROLLER, H.3. THERE SHALL BE ADEQUATE COVERAGE OF SOIL (18" MINIMUM) OVER THE 24-VOLT CONTROL WTRE. fNSTALL VlllRE IN MAINLINE TRENCH AND TAPE TO SIDES OF MAINLINE AT 15' fNTERVALS. SEE DETAIL. I. CONTROL WIRE I. I. ALL ELECTRICAL EQUIPMENT AND WIRING SHALL COMPLY WITH LOCAL AND STATE CODES AND BE INSTALLED BY THOSE SKILLED AND LICENSED IN THE TRADE. 1.2. CONNECTING AND SPLICING OF WIRE AT THE VALVES OR IN THE FIELD SHALL BE MADE USING RAIN BIRD PEN-TITE CONNECTORS OR EQUAL. WIRE CONNECTORS SHALL BE WATERPROOF AND NON-REUSEABLE. ALL SPLICES SI-IALL BE MADE USING SEALED WATER PROOF CONNECTORS. CONNECTORS SHALL HA VE A TWO PIECE BODY, COPPER CRIMP SLEEVE, AND WATER PROOF SEALANT. 1.3. THREE (3') FEET LONG PIG-TAIL WIRE SPLICES SHALL BE ALLOWED ONLY AT 1500 FT.INTERVALS. THE WIRE SPLICES SHALL BE ENCLOSED IN A VALVE BOX WITH COVER IMPRINTED WIT!! TIIE LETTERS 'SB'. J. BACKFLOW PREVENTION UNITS l. l. THE BACKFLOW PREVENTION UNITS SHALL BF. INSTALLED AS SHOWN ON PLANS AND DETAILS. BACKFLOW PREVENTION UNITS SHALL BE INSTALLED PER LOCAL CODES INCLUDING CERTIFICATION. 9.0 OBSERVATION SEQUENCE OBSERVATIONS BY THE LANDSCAPE ARCHITECT WILL BE REQUIRED AT THE FOLLOWlNG Tl MES: -UPON INSTALLATION OF MAINLINE (PRIOR TO BACKFILLING) FOR PRESSURE TEST -UPON INSTALLATION OF IRRIGATION HEADS (PRIOR TO PLANTING BUT AFTER FINE GRADING) FOR COVERAGE TEST. AT Tl-IE END OF MAINTENANCE PERIOD. PART B IRRIGATION SYSTEM MAINTENANCE WHEN REPAIRS TO TIIE SYSTEM ARE REQUIRED, IDENTICAL MATERIALS SHOULD BE USED TO MAINTAIN SYSTEM INTEGRITY. I. l RRIGA TION CONTROLLER THE IRRIGATION CONTROLLER IS DEFINED AS THE MASTER CONTROLS THAT REGULATE THE IRRIGATION PROCESS. TIIE SYSTEM l!AS BEEN INSTALLED USING THE LATEST STATE-OF-TI-IE-ART EQUIPMENT AVAILABLE. HO\VEVER, AS WIT!-! ANY DEVICE, THE EQUIPMENT WILL NOT LAST FOREVER, AND COMPONENTS WILL NEED TO BE REPAIRED OR REPLACED PERIODICALLY. IRRIGATION CONTROLLERS CONTROL THE TIME OF DAY AND TIIE FREQUENCY WITH WHICH THE IRRIGATION SYSTEM DISPERSES WATER; TURNING IRRlGATION VALVES ON AND OFF ACCORDING TO A WATERING SCHEDULE WIIIC!l IS PROGRAMMED INTO THE CLOCK. EACH CONTROLLER HAS A BATTERY BACK-UP; HOWEVER, THE SCHEDULE MAY BE LOST AS A RESULT OF A POWER OUTAGE. CHANGING SHORT-TERM WEATHER CONDITIONS AND SEASONAL CHANGES WILL REQUIRE FINE-TUNING THE PROGRAM FOR PROPER WATERING. DURING EXTENDED RAINY PERIODS, THE CONTROLLERS SHOULD BE SHUT-DOWN UNTIL ADDITIONAL WATER IS NEEDED IN THE LANDSCAPE AREAS. MULTIPLE IRRIGATION CYCLES SHOULD BE USED AS NEEDED TO ALLOW EACH WATERING TO COMPLETELY SOAK-IN. THIS WILL REDUCE RUNOFF AND WASTED WATER. MAfNTENANCE REQUIRED: 1. REGULAR INSPECTIONS OF OUTDOOR CONTROLLERS TO MINIMIZE MOISTURE DAMAGE AND CORROSION. REGULAR CHECKfNG FOR DEAD BACK-UP BATTERY, LOOSENED CONNECTIONS, DETERIORATED Wl:ATHERPROOFING OR CONTROLLER MOUNTING HARDWARE. LIGHTING STRIKES COULD ALSO AFFECT THE SYSTEM, AND IT SHOULD BE CHECKED AFTER ELECTRICAL STORMS FOR ANY ADVERSE EFFECTS. 2. PERIODIC INSPECTION OF TIME CLOCKS TO DETERMINE THAT THE SCHEDULED PROGRAM IS WORKING PROPERLY AND ADillSTJNG TIIE PROGRAM FOR PROPER WATERING. 3. RESETTING TIME CLOCKS FOR DAYLIGHT SAVINGS TIME, AND AFTER POWER FAlLURES TO RESTORE SCHEDULED PROGRAMMING. 4. MONTHLY RESETTING AND ADJUSTMENT OF EACH IRRJGATION STATION'S RUN TIME IN RESPONSE TO CHANGING WEATHER CONDITIONS AND PLANT NEEDS. CONTROLLERS SHOULD BE ADJUSTED BASED ON THE ACTUAL NEEDS OF THE PLANrS WITH ALLOWANCES FOR ADJUSTMENTS DUE TO ON SITE CONDITIONS. 5. RAIN Sl!LT OFF DEVICES (IF SO EQUIPPED) SHOULD BE CLEANED AND KEPT FREE OF DELETERIOUS MATERIALS SUCH AS LEAVES, ON A MONTHLY BASIS. ENSURE PLANT MATERIAL HAS NOT GROWN OVER OR COVERED DEVICE. 6. EVENTUALLY, REPLACEMENT OF ELECTRIC TIME CLOCKS, WIIENNEEDED. FREQUENCY: 1. FAILURE TO INSPECT TIME CLOCKS AS NECESSARY MAY RESULT IN INADEQUATE OR OVER-WATERING WHICH, FOR EVEN A SHOR"! PERIOD OF TIME, COULD BE DISASTROUS TO SURROUNDING LANDSCAPING. OVER-WATERING CAN ALSO CAUSE WATER ACCUMULATION LEADING TO PLANT DEATH, PAVEMENT FAILURES AND WATERPROOFING PROBLEMS. IT IS VERY IMPORTANT THAT REGULAR INSPECTIONS BE PERFORMED TO IDENTlFY ANY OVERLY-WET AREAS AND THAT CORRECTIVE MEASURES BE IMPLEMENTED IMMEDIATELY. TIME CLOCKS THAT ARE NOT PROPERLY SET MAY ALSO CA USE WATERING DURING fNAPPROPRIA TE HOURS. 11. BACKl•LOW PREVENTERS BACKFLOW PREVENTERS ARE DEFINED AS A DEVICE WHOSE FUNCTION JS TO PERMANENTLY SEPARATE THE POTABLE WATER SUPPLY FROM THE IRRIGATION SYSTEM. THE BACKFLOW UNITS FOR THE PROJECT ARE TIIE "ATOMOSPl!ERIC" TYPE, AND ARE LOCATED ON EACH HYDROZONE SYSTEM. MAINTENANCE REQUIRED: PERIODIC INSPECTION FOR LEAKS .. PER[ODIC DISCIIARGE OF WATER FROM THE RELIEF VAL VE JS NOT A PROBLEM, BUT ACTUALLY THE VALVE PERFORMING ITS INTENDED FUNCTION. FREQUENCY: BACKFI.OW PREVENTERS ARE VERY CONSPICUOUS, AND CAN BE SPOT-CHECKED WEEKL V FOR VISIBLE LEAKS ORV ANDALTSM. EFFECTS OF DEFERRED MAINTENANCE: FAILURE TO INSPECT AND REPAIR BACKFLOWUNITS MAY AFFECT NEARBY TURF, TREES, AND OTHER PLANT LIFE. INEFFECTIVE BACKFLOW PREVENTION CAN ALSO CAUSE CONTAMINATION OF THE DOMESTIC WATER SUPPLY. III. SPRINKLER HEADS/ EMITTERS WHILE THE SPRINKLER SYSTEM PATTERNS !IA VE BEEN CHOSEN TO KEEP OVERSPRA Y OFF WALLS, SIDEWALKS, AND BUILDINGS, WINDY CONDITIONS, PLANT GROWTH, AND OTHER FACTORS WILL SOMETIMES RESULT IN ISOLATED OVERSPRAY PROBLEMS. NOTE: WATER SHOULD BE APPLIED ONLY IN AMOUNTS TO MEET PLANT NEEDS, Vv1THOUT EXCESS, BECAUSE WEATHER AND GROWTH VARY BY MONTH, WATER APPLICATION NEEDS TO BE RESET ON A MONTHLY AND SEASONAL BASIS TO REPLACE WATER LOST THROUGH EV APOTRANSPIRA TION WITH ALLOWANCE FOR SPECIFIC SITE CONDITIONS. THE IRRIGATION SCHEDULE ON THE INSTALLATION PLANS SHOULD BE USED AS AN INITIAL STARTING POINT FOR THE CONTRACTOR. EACH IRRJGATION SYSTEM'S R11N TIME AND CYCLE SHOULD BE EVALUATED AND ADJUSTED IN THE FIELD. MAINTENANCE REQUIRED: FREQUENT INSPECTION FOR BROKEN OR JMPROPERL Y ADJUSTED SPRINKLER HEADS, CLOGGED NOZZLES OR EMITTERS, WORN NOZZLES AND GEAR DRIVES, GRIT IN SEALS OR MOVfNG PARTS, MOWER OR OTHER PHYSICAL DAMAGE, AND BROKEN SPRINKLER LINES. THE RISER HEIGHT OF SPRThl<LERS SHOULD BE ADillSTED AS REQUIRED, BUT NOT TO INTERFERE WITH PEDESTRIAN TRAFFIC. POP-UP TYPE SPRfNKLERS SHOULD BE ADJUSTED TO MAINTAIN THF SPRINKLERIIEAD FLUSH WITH THE SURROUNDING GRADE. POP-UP TYPE SPRINKLERS SHOULD ALWAYS BE USED ADJACENT TO TRAFFIC AREAS. PERIODICALLY, EMITTERS MAY NEED TO BE ADDED TO ACCOMMODATE FUTURE PLANT GROWTH. APPROPRIATE CORRECTIVE MEASURES SHOULD BE MADE IMMEDIATELY TO CORRECT ANY OF THESE PROBLEMS AND ENSURE APPROPRIATE COVERAGE IN ALL AREAS, PREVENT OVER WATERING, AND MINIMIZE ANY OVERSPRA Y. AFTER ANY IRRIGATION REPAIR, PIPfNG SHOULD BE FLUSHED AND RETESTED FOR PROPER FUNCTION AND ADEQUATE COVERAGE. REGULAR INSPECTIONS SHOULD BE PERFORMED TO MONITOR THE AMOUNT OF WATER BEING APPLIED, AND CORRECTIVE MEASURES TAKEN, IF NECESSARY. FREQUENCY: INSPECTION AND APPROPRIATE ADillSTMENTS OF SPRINKLERS TO ASSURE ADEQUATE COVERAGE AND PREVENT OVERSPRAY SHOULD BE DONE A MINIMUM OF ONCE A WEEK, MORE FREQUENTLY DURING THE DRYER, WARMER SEASONS. FFFFCTS OF DEFERRED MAINTENANCE: FAIL URE TO INSPECT, REPLACE, AND ADJUST SPRINKLER SYSTEM COMPONENTS MAY RESULT IN INADEQUATE OR SURPLUS WATER SUPPLY TO AFFECTED AREAS, AFFECTING NEARBY TURF, TREES, AND OTHER PLANT LIFE. OVER WATERING MAY EVENTUALLY LEAD TO SOJL EROSION, AND COULD EFFECT NEARBY STRUCTURES AND/OR HAR.DSCAPE SURI''ACES. IV. VALVES MAINTENANCE REQUIRED: REGULAR INSPECTION OF VALVES TO VERIFY THAT THEY ARE OPERA TING CORRECTLY. CHECKING FOR DIAPHRAGM OR SEAT WEAR, STICKING SOLENOIDS OR DIAPHRAGM, CORROSION OF WIRE CONNECTIONS, CLOGGED SCREENS AND ORIFICES, AND DEBRIS OR STONES LODGED UNDER THE DIAPHRAGM. REPAIR AND/OR REPLACEMENT AS NECESSARY. REMOTE CONTROL VALVES MAY HAVE ASSOCIATED UNIONS AND ISOLATION VALVES. THESE SHOULD ALSO llE CHECKED PERIODICALLY FOR LEAKAGE OR DAMAGE. FREQUENCY: VALVES SHOULD BE MANUALLY OPERA TED AND VISUALLY INSPECTED AT LEAST ONCE PER MONTH. A MORE THOROUGH INSPECTION Of ALL VALVES SHOULD BE PERFORlWcD AT LEAST ONCE A YEAR WITH REPAIRS OR REPLACEMENT DONE AS SOON AS ANY MALFUNCTION IS DETECTED. TIIIS SAME FREQUENCY OF fNSPECTION SHOULD BE APPLIED TO THE BALL OR GATE VALVES LOCATED THROUGHOUT THE SYSTEM. EFFECTS OF DEFERRED MAINTENANCE: AS TI{E REMOTE CONTROL VALVES CONTROL THE DISBURSEMENT OF WATER, REPAIRS THAT ARE NOT ATTENDED TO IMMEDIATELY COULD RESULT IN LONG TERlYI DAMAGE TO LANDSCAPING IN THE AFFECTED AREAS. V. IRRIGATION PIPE. MAINTENANCE REQUIRED: THE IRRIGATION SUPPLY AND LATERAL PIPES ARE PLASTIC (PVC). IF NOT DISTURBED BY; TRENCHING OR DIGGING, MINIMAL ONGOING MAINTENANCE SHOULD BE REQUIRED. ON OCCASION, SOME REPAIRS MAY NEED TO BF DONE TO MAINTAIN THE INTEGRITY OF THE SYSTEM AND AN OCCASIONAL INSPECTION OF PORTIONS OF THE SYSTEM rs RECOMMENDED. REPAIRS SHOULD BE MADE WITH IDENTICAL MATERIALS. FREQUENCY: IF REPAIRS ARE REQUIRED, THEY SHOULD BE DONE IMMEDIATELY. EFFECTS OF DEFERRED MAINTENANCE: AS WITH OTHER COMPONENTS OF THE IRRIGATION SYSTEM, REPAIRS THAT ARE NOT ATTENDED TO IMMEDIATELY COULD RESULT IN LONG TERM DAMAGE TO LAWN AND PLANT LLFF IN THE AFFECTED AREAS. -END OF SECTION - S J R /and,,·"µe arch,teclu1'e i,rnd plan11jn1s 7859 Sitio Coco Carlsbad, CA 92008 TEL 9•19 2 76 6500 ., . ., . ., .. '.I", n ,·. com APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. AS-BUILT RCE ___ _ EXP _____ _ DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD t-----t----t-------------1----+--+---l---l I SIHE3ET 11 . PLANNING DIVISION ~L=A::::ND:::::S:::C:::A,.,:P::::E===IM:::P::::R::::O=VE====M==E=N=r=P=L=A=N=s=F=o=R=,======='. I CARLSBAD RANCH PA5, MARBRISA -VllLA 62 1----+---t---------------+--f------1----1----1 1-AP_P_Ro_v_ED_:~~~-----,,~--~~~; ___ ;::;/l'D{Zle _PLANNING 7 DATE INITIAL DESIGNER OF WORK Expiration Date: 09-30-26 REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL OWN BY: KC CHKD BY: ~M~J __ RVWD BY: Ml DRAWING NO. 428-9MM I " " 0 C) '" "-, ~ N -0 > " "-, " ~ -< :l > -< ~ i'l ~ "' ~ is 0 ~ :;! Cl [;; u -< C, 0 z g :-:?°'. c' '-' ~ 0., :-:'2 N -0 > " 0., :.:;;, -0 N 0 N 00 N f < -f;------------- r;- r X -----______ _,,_.,. --< ----------,~- ,/ 7'( • ---------- --r:--­' . -----L . ·-r; -----------.. 1-- r I\ r:_ --R R R R R R VILLA 62 V V ' •• , ! . ' . --/.·'--.-,,, ... ,. !..-:::~.,._c::: __ 7/ ·_ ---~--_ _. -,. ·,. '. __ -., ,_-a. ': __ --,, _:_·-~---~ ::_·_) ,: C, _=-[~~-~-:.=~~~~:~:~-~1(\ I:;·-,~-·i,----"- --i-----..., --,--,,_-' .,._ --I r I ~ .:• , I --,<---~ ~·· ~l1 •· J -·~ ~ • -_: = -=~=-==--· r· 0 ::.:·::.:•jcc~ ... =,~ -_·-•1°•~,~ ......... ,,tc. ~-' • __ , :•:·_;",-•--• _.. -=· -_-• .·.--4.---··--·---=·•·.c,.-/=•·=•-··'·••=,.-,_.,. T * s 0 C) ---------i-_-;-:·-:...--=--=-·--•=!--.-.,.- ___ , - PLANTING LEGEND BOTANICAL NAME TREES LOPIIOSTEMON CONFERTUS PODOCARPUS GRACTLTOR STREL!TZIA NICOLAI SYAGRUS ROMANZOFFIANA COMMON NAME BRISBANE BOX TREE FERN PINE GIANT BIRD OF PARADISE QUEEN PALM EXISTING TREES TO REMAIN, PROTECT IN PLACE SHRUBS AGAVE ATTENUATA FOXTAIL AGAVE ALOEFEROX CAPE ALOE DIANELLA REVOUJT A 'LITTLE REV' LITTLE REV FLAX LILY LIGUSTRUM JAPONTCUM TEXAN UM WAX LEAF PRIVET PHII.ODENDRON 'XANADU' DWARF PHILODENDRON RHAPHIOLEPIS I. 'CLARA' INDIAN HAWTHORN STRELITZIA REGINAE BTRDS or PARADISE ALOE 'BLUE ELF' ALOE EXISTING PLANTING TO REMAIN, PROTECT IN PLACE . NOTE: y----- SIZE 24" BOX -STANDARD 15 GAL. -COLUMNAR 15 GAL. 24" I 36" BOX AS NOTED 5 GAL. AS SHOWN 15 GAL. AS SHOWN 5 GAL.@ 18" O.C. 15 GAL. 5GAL 5 GAL. 5 GAL. 5 GAL.@ 24" O.C. QTY 2 27 7 4/2 8 10 ASREQ'D 93 68 272 12 AS RF,Q'D ALTERNATIVE PLANT MATERIAL TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO PURCIIASE OR INSTALLATION. WUCOLS M M M M L L L M M L M L . _______ ,, ____ - _j\ --F --------- . / ~--/ I --/ /------- -________ ,, _____ _ - -----··------·-·· ..... _ _, PLANTING NOTES I. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF SHE CONDITIONS WHICH PREVTIKT INSTALLATION PER PLANS AND SPECIFICATIONS, CONTRACTOR SHALL NOT PKOCEED WITH WORK PRIOR TO CLARlFJCAllON llY LANDSCAPE ARCHITECT OR CITY INSPECTOR. 2. CONTRACTOR SHALL BE LIABLE FOR REMOVING k'ID RE-INSTALLING IRRIGATION EQUIPMENT. AND REPLANTING AREAS WHICH ARI NOT INSTALLED PER PLAN AND SPEClflCATIONS. 3. REFER TO PLANTING SPECIFICATIONS FOR INSPECTION/CERTIFICATION SCHEDULE. 4. IRRIGATION SYSTEM SHALL BE INSTALLED PRIOR TO PLANT MATERIALS. 5. TREES AND SHRUBS SHALL BE PLANTED AFTER CONCRETE PLACEMENT, BliTNOT BEFORE IRRIGATION COVERAGE TEST NO. l HAS llEEN APPROVED, (SEE SPECIFICATIONS). 6. PLACE TREES BETWEEN IRRIGATION HEADS WHEREVER POSSIBLE. 7. i\FTER ROUGH GRADING, SOIL SAMPLES SHALL BE TAKEN FROM ENOUGH LOCATIONS ON THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF COND!T!ONS. SO!L TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY (PRE-APPROVED llY THE CITY). THE TEST SHALL INDICATE BUT NOT BE LIM[TED TO THE FOLLOWING: A. ORGANIC MATTER CONTENT B. N,P,K C. PH D. EC E. SOIL TEXTURE (SILT, CLAY, SAND) F. RECOMMENDATIONS FOR AMENDMENTS, LEACHING, AND MAINTENANCE FERTIUZATIONS. RR R R~R~ii¥{"1--;-,rr:;:~~...,..~=;'r~ THE RESULTS AND RECOMMEND A TlOKS OF THE SOIL TESTING LABORATORY SHALL BE SCBMITTED TO AND APPROVED BY THE CITY. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION Al'lD SHALL BECOME PART OF TUE APPROVED PLANS.THE COST OF TEST!NG SHALL BE INCLUDED lN THE CONTRACTOR'S BID. 8. THE RECOMMENDATIONS OF THE SOIL REPORT SHALL SUPERSEDE THE SO!L PREPARATION AND BACKFILL MIX SPECIFICATIONS (SEE SPECIFICATIONS). THE CONTRACTOR SflALL SUBMIT A COPY OF ALL SOILS REPORTS TO THE LANDSCAPE ARCHITECT PR TOR TO MODIFICA TTON or THESE SPECIFICATIONS. "36' •. s- Know what's below . Call before you dig. ------;--..... ------- ! '; 9. SHREDDEDMULCHINSTALLATION: INSTALLA3"LAYEROF SHREDDED MULCIIIN ALL SHRUB AND GROUJ\TICOVER AREAS UNLESS OTHER\!i1SE INDICATED ON PLANS. 10. CONTRACTOR JS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCl10N AND/OR HlS SUB-CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATES OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT. 11. WHEREVER GROUNDCOVER AREAS ARE ADJACENT TO TURF !\/ST/ILL CONCRETE MOWS TRIP OR HEADERBOARD AS INDICATED ON DRAWINGS, 12. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHER\VlSE APPROVED BY THE OWNER'S REPRESENTATIVE, 13. WEED ABATEMENT: AFTER EARTHWORK, INSTALLATION OF IRRIGATION SYSTEM, AND SO!L PREPARATION, BUT PRIOR TO PLANTING. PERFORM WEED ABATEMENT PROGRAM TO ALL PLANTING AREAS AS FOLLOWS: 13.1. APPLY SULFATE OF AMMONIA AT THE RATE OF 5 LBS. PER 1.000 SQ. FT. TO ALL AREAS TO BE PLANTED. 13.2. KEEP AREA MOIST BY REGULAR IRRIGATION FOR A PERIOD OF TWO (2) WEEKS TO GERMINATE EXISTING WEED SEEDS. 13.3. AT THE END OF TWO WEEKS, APPLY 'ROUND UP' OR EQUAL SYSTEMIC BICIDE. DO NOT IRRIGATE WITHIN SIX (6) HOURS AFTER APPLICATION. REFER TO MFG. SPECIFICATIONS FOR PERIOD OF TIME REQUIRED FROM TIME OF APPLICATION TO TIME Of PLANT!KG. AfTER COMPLETE WEED KILL REMOVE ALL WEED RESIDUE AND TOP GROWTH AND DISPOSE OF IN A LEGAL MANNER. 13.4. ALL HERBICIDES SHALL BE APPLIED ONLY BY A Ci\1.IFORNIA LICENSED APPLICATOR. NO HERBICIDES SHALL BE APPLTED \\1THOUT FIRST OBTAINING WRITTEN APPROVAL fROYI THE LANDSCAPE ARCHITECT AND/OR CITY INSPECTOR. 14, CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL PLANT MATERIAL INDICATED ON PLANS. QUANT!TIES INDICATED ON PLAN ARE FOR ESTIMATION PURPOSES ONLY. 15. CARE SHALL BE TAKEN TO AVOID BLOCKING VIEW LINES OF EXISTING RESIDENTIAL LOTS WITH NEW TREE PLANTING. 16. TREES \lv1THIN 5' OF PAVING SHALL HA VE ROOT BARRIERS INSTALLED PERMANUF. SPECIFICATIONS. ROOT BARRIER SH.\LL BE DEEP ROOT 'ROOT BARICADE' MODEL CB24-2 NEW STATE MWELO NOTES: I. FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM OF FOUR CUBIC YARDS PFR 1,000 SQUARE f'EET OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX INCHES INTO THE SOIL. SOILS WITH GREATER THAN 6% ORGANIC MATTER IN THE TOP 6 INCHES OF SOIL ARE EXEMPT PROM ADDING COMPOST AND TILLING. 2. PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRANSFORMED TO A FRIABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED MEET THE REQUIREMENT OF THIS SECTION. 3. PLEASE ADD THE FOLLOWING NOTE PER THE NEW STATE MWELO: TT-IE APPLICATION OF ORGANIC MULCH MATERIALS MADE FROM RECYCLED OR POST-CONSU!v!ER MATERIALS SHALL TAKE PRECEDENCE OVER INORGANIC MATERIALS UNLESS RECYCLED OR POST-CONSUMER ORGANIC PRODUCTS ARE NOT LOCALLY AV All.ABLE. NOTE: ALL SLOPE PLANTING MUST MEET THE REQUIREMENTS OF THE LANDSCAPE MANUAL, AND T!IAT GROUND COVER PLANTING ON SLOPES, WHERE REQUIRED, SHOULD BE UNDER PLANTED BEN EA TIT TALLER UPGJGHT SHRUB OR TREE PLANTING. GRAPHIC SCALE 1ry O 1ry 30' ~~ ! __ _ ! SCALE: 1" = 10' •" :__, ----------s: APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLAN TING . ' i' C NOTE: S J R /a11d.rcape 11rchllec/11re /<1nd p[a1111,11~ AREA. " ,_ _______________________ ,,, AS-BUILT ~ ~ ANY DAMAGED OR BROKEN EXISTING PLANT MATERIAL WILL BE REPLACED IN KIND TO THE SATISFACTION OF THE CITY AND PER LANDSCAPE MANUAL REQUIREMENTS. 7859 Sitiu Coco Carlsbad, CA 92008 TEL9-t~276~.\0(1 ~ ~ 1-R_c_E_-_-_-_-_-_-_ -__ E_x_P_. ~~~~~~~~~-----D_A_T_E----t~ www .qa1nc.com REVIEWED BY: INSPECTOR DATE < ~ gi ~ ...----.---,----------------------.-----,----'-~---..-----r-----''----------------------1·~ ~ t----t---+-~---------+--+----+---+---il14TII ::===-================: LANDSCAPE IMPROVEMENT PLANS FOR: CITY OF CARLSBAD PLANNING DIVISION CARISBAD RANCH PA5, MARBRISA -VIIU 62 ~ ;j u § ;;'; ! ~ r' ,_----+---+-------------------+----+---+-----+-----1 I APPROVED: /. ;J I ~>~ I.Lltur ,I!~ F;[t'e>{Zfe PLANNING ' ~ ~::::::;===:::::::;::::~===;;:;;::;:::::;:;;;;;::;:;:;:==;-;:;;::;;:;:;;::;:;:;::;:::::;::~ DWN BY: KC PROJECT NO. DRAWING NO. 8 DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKD BY: Ml LPC2025-0026 28-9MM ~ L _____ _j~~~~!Jl~~1D:E~S:IG:N:ER:..'.O:F_w:o:R:KL _____ :::__:~:.::._ __ :=_:::.::._~ __________ J_~OT~H~E~R~A:P:PR:O~V~A:LJ_~C~ITY.'..'...~A:PP:R~O:V:A:L~=R=V=W=D=B=Y=:=M=l=='....1:===D=E=V=3=0~0=::6:::::=======::J Expiration Date: 09-30-26 -<r: C F H y LEGEND CD BOTTOM OF FIRST VIABLE PETIOLE (1) BOTTOM OF "PINEAPPLE" G) FINISH GRADE NOTES: A. PALM HEIGHT FOR NURSERY'S rs NORMALL y MEASURED TO THE HEART LEAF. FOR THE PURPOSES OF THIS PROJECT, BROWN TRUNK HEIGHT WILL BE MEASURED AS SHOWN ABOVE. PALM BTH PALM Co LEGEND CD PALM TRUNK @ FINISH GRADE n ~--12 <a---!7<701-t--=~--\ 3 ' . --·-,j 4 -1,--~ V\!\I'! i . G) PALM ROOT BALL (±) WASHED PLASTER SAND BACKFILL G) NATIVE SOIL @ 3/4" WASHED CRUSHED AGGREGATE -lx9\<n..,,.,,.-;"7"xx'"7"1'77"~~ I ~ ~~ l:'::22:2S';:'.Z;QZ;o:.2::02:2:~2:o:.2::102:o.02'.=~;:;;D2'.i 2:o 2:,o:.2:: __ Lio ~1: ' -'----;. :" ,.-'.. ' (j) 2" MULCH IN PLANTER BED 6 f--+-+' 48" DIAMETER @ 8" DIA. X 6' DEEP GRAVEL FILLED SUMP 8 NOTES: A. ALL PALMS SHALL BE TRIMMED & TIED PRIOR TO PLANTING, LEA VE TIED 30 DAYS MIN. B. TRIMMED PALM TO HA VE 6-8 FRONDS MAX. C. UPON INSTALLATION REPRESENTATIVES OF THE CITY, THE LANDSCAPE ARCIDTECT, AND THE LANDSCAPE CONTRACTOR SHALL DETERMINE IF PALMS REQUIRE GUYING D. INSTALL 8" DIA. BY 6' DEEP AUGER SUMP & FILL W/ AGGREGATE ~,4----( 5 /-<Ef----( 6 INSTALL BREATHER TUBES ON ALL TREES' PER THE FOLLOWING SCHEDULE: 15 GALLON (I)-3" 24" BOX (2)-3" 36" BOX (2) -4" 48" BOX (3)-4" 60" BOX OR LARGER (4)-4" B&BPALMS (4)-4" LEGEND CD NDS SLOTTED GRATE-PIPE SIZE ATTACHED W/ SS. MACH. SCREWS (2 REQUIRED) (2) FINISH GRADE ® DUCT TAPE OVER HOLES WITHIN 6" OF FINISH GRADE 0 RIGID PERFORATED SMOOTHW ALL HA NCO RE PIPE. SEE SCHEDULE FOR SIZE AND NUMBER PER PLANT. G) "DRAINGARD" SOCK BACKFILL MIX PER SPECIFICATIONS ROOT BALL BREATHER TUBE TO EXTEND TO 6" PAST FULL DEPTH OF PLANTING HOLE. BREATHER TUBE B E G 8 1----lh TREE PLANTING LEGEND ◊ WIND LEGEND CD TREE TIES -CINCH 'TIE G) 2"x 1 0' LODGEPOLE PINE ST AKES G) BACKFILL MIX PER SPECIFICATIONS Ci) 4" BERM FOR TEMPORARY WATERJNG 0 MULCH -WHERE APPLICABLE IN PLANTER BEDS ,-----{3 0 PLANT PIT: 1 1/2 TIMES WIDTH OF ROOT BALL ----<4 G) NATIVE SOIL ~-11 5 12" ® TRUNK GUARD IN TURF AREAS 0) PLANT TABS PER MANUFACTURERS RECOMENDA TIONS NOTE: INSTALL ROOT BARRJERS ON TREES PLANTED WITHIN 6' OF ANY STRUCTURE OR HARDSCAPE. 2 -~ 3 )----, ,c ---,I ·1r-_-c,,-,~' '' ,, • '-:-. ,_: ', ' -;-;--, : I_, I _:_h·---;-___ ...!__:_j 4 5 NOTES: CD HARDSCAPING/HEADERBOARD CD MULCH A. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTORSHALL SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. G) FINISH GRADE PER APPROVED PRECISE GRADING PLANS B, MULCH UNDER TREES AND 0 SHOVEL CUT EDGE G) COMPACTED NATIVE SOIL SHRUBS AS DIRECTED ON THE PLANS AND BLEND INTO EDGES AT GROUND COVER AREAS. MULCH INSTALL CD (A) -6" LEGEND C. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. D. PLACE NO MULCH WITHIN A 6" RADIUS OF THE CROWN OF A WOODY PLANT. CDwALL, WALK, CURB ORDRIVEWAYEDGE G_) NDS SM-2420 ROOT BARRIER G)TREETRUNK NOTE: A. CONTINUOUS ROOT BARRIER IS ONLY REQUIRED WHERE TREES ARE WITHIN 5'-0" OF ANY CONCRETE WALK, FOUNDATION, UTILITY, WALL, CURB, DRIVEWAY OR ANY HARDSCAPE IMPROVEMENT HARDSCAPE DISTANCE FROM TREE (A) 5' 4' 3' 2' l' PANEL LENGTH (MIN.) CENTER W/ TREE TRUNK (B) 12' 13' 14' 15' 16' ,,,; "' n -* --~ A D ~---1 2 •'~ 3 --__ _!_--: - ---I·- ;-,-_~·! --! ,---~ ' -------s 5 i:--=-~i ~~.1··---~~J 1 '~·-,- '-:' ·-···' -~ LEGEND CDMULCH (D 3" BERM TO FORM DEPRESSED WA TE RING BASIN 0 PLANT TABS PER MANAF ACTURER'S RECOMMENDATIONS 0 BACKFILL MIX PER SPECIFICATIONS G) CONTAINER PLANT ROOT BALL @PLANT PIT TO BE 1 1/2 TIMES THE WIDTH OF THE ROOT (j) BALL & 6" BELOW THE BOTTOM OF THE ROOT BALL NATIVE SOIL NOTES: A. CROWN OF SHRUB SHALL BE INSTALLED TO MAINTAIN ONE TO TWO INCHES ABOVE ORIGINAL FINISH GRADE. SHRUB PLANTING 1 EQUAL 2 f---~ LEGEND CD BACK OF CURB OR EDGE OF PA VINO 0_) PLANT LOCATION NOTES: SHRUB SPACING A. ALL SHRUBS/GROUND COVER TO BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS: SEE LEGEND FOR SPACING REQUIREMENTS S J R !,111dsc·ap~ urc·h1le<:turc /u,,d plunning 7859 Sitio Coco Carfabad, CA 92008 TEL 949 276 b'illli www .. ,1a1nc.com APPROVED FOR !RR/GA T!ON ANO PLAN TING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING ~ p AREA. ~ 1--------------------1'" AS-BUILT RCE __ _ EXP. ___ _ DATE <'. 1--------------------12 REVIEWED BY: gi <'. " -----"' INSPECTOR DATE I;; ~-------------------------'-~----~---'-------------------Iii; 1-----+--t--------------+---+---+---l-----l I S1HE5ET 11 c ITY o F c ARLS BAD ~-;, . PLANNING DIVISION ~ t------i---+----------------+----+---t---f----1~==='...-'================~t: 1-----1---+----------------+------+--+---1------1 LANDSCAPE IMPROVEMENT PLANS FOR: o CARLSBAD RANCH PA5, MARBRISA -VILLA 62 ~ "' ta 1-----1---+----------------+------+--+---l-----l~====================:o f--~+--~t---~~~-~-~--~--+----+--+-~-+----41-AP-PR_o_vE_o,_{[-6,,&,n=_..__-F-~~=-<v/~--,S {lf;.{Z.r.e I : PLANNING T -~ "' f' Of C~\,\ ~ DATE INITIAL DESIGNER OF WORK DATE INITIAL REVISION DESCRIPTION DATE INITIAL OWN BY: KC PROJECT NO. DRAWING NO. CHKD BY: Ml LPC2025-0026 ~28-9MM RVWD BY: Ml DEV 3006 DEEP ROOT BARRIER Expirotion Date: 09-30-26 L._ ___ _..::==::...::;===L..-----..L_--------------__J-----..L..-----...L_--------------------1<'. OTHER APPROVAL CITY APPROVAL REQUIRED EROSION CONTROL MEASURES 1. SLOPES 6:1 OR STEEPER REQUIRJNG EROSINO CONTROL MEASURE AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLWING PLANTING STANDARDS: A. STANDARD #1 -COVER CROP/REINFORCED STRAW MATTlNG: A.A. COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERJNG GRASSES, CLOVERS, AND/OR WlLD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PRIVIDE 90% COVERAGE WITH THIRTY (30) DAYS. A.B. TYPE OF REINFORCE STRAW MATTING SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. A.C. REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRJL 15. THE COVER CROP AND/OR REINFORCED STRAW MAT SHALL BE USED THE REMAINDER OF THE YEAR. B. STANDARD #2 -GROUND COVER: B.A. ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HA VE EXCELLENT SOIL BINIDNG CHARACTERJSTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MA TERI AL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE (1) YEAR. C. STANDARD #3 -LOW SHRUBS: C.A. LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM FO 1 GALLON SIZED CONTAINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). D. STANDARD #4 -TREES AND/OR LARGE SHRUBS: D.A. TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FOR A MINIMUM OF I GALLON CONTAINERS) AT A MINIMUM RA TE OF ONE (1) PER TWO HUNDRED (200) SQUARE FEET. 2. SLOPES6:1 ORSTEEPERAND: A. 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJCENT TO PUBLIC WALKS OR STREETS REQUIRE A MINIMUM OF STANDARD #I B. 3'-8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2 AND #3. C. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2, #3 AND #4. 3. AREAS GRADED FLATTER THAN 6: 1 REQUIRE STANDARD #1 (COVER CROP) WITH TEMPORARY IRRJGATTON WHEN THEY HA VE ONE OR MORE OF THE FOLLOWING CONDITIONS: A. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING B. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY C. IDENTIFIED BY THE CITY AS HIGHLY VTSABLE AREAS TO THE PUBLIC OR HA VE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. APPROVED FOR !RR/GA T!ON ANO PLANTING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING ~ S J R lund,caµa archit,u:lur~ la"d planning 7859 Sitio Coco Carlsbad, CA 92008 TEL 949 776 6500 www s;a,nc.coni Cl AREA. to 1--------------------l§: AS-BUILT ~ ~ i;l "' --' RCE __ _ EXP, ___ _ DATE ~ " 1--------------------l'" ii REVIEWED BY: " -< "' -----~ ,-----,---,----------------,------,---'-..----,----,------''-I-NS_P_E_C_TO_R __________ D_A_TE_--15 t-----+---+------------+---+-----+----+----------11 S1HE6ET II CITY OF CARLSBAD I;_ _ PLANNING DIVISION _ -t-------t-----t----------------+---------+---t-----af----1 ;;:===.:::;::;::'..;~==;:;=;==;;:::::;:::~~:;:_::::::;;::;:::=======: ;;: 1-----1---+----------------t----+--+----lf----l LANDSCAPE IMPROVEMENT PLANS FOR: ~ CARLSBAD RANCH PA5, MARBRISA -VILLA 62 ~ ~ if/J!J."J~ 1----+---+---------------+----+--11------+----1 ~I A=P=PR==o=v=ED=, =~==,,====p=_c,;:;_=======~1 ~ ~ ., r'c?i'i:Jr:Al * ~====:====:===============================:====:====:====~====~ . P-L-AN-N-IN_G_~~------'-----'---H-J,1//,,_,""',(j,t,U"""""",;/"-----~(ta(Zfe : \0,\ 4-28-26 0' .,,-?' DATT /c';:i~ DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: KC LPCPR200JE2C5T-ON00.26 DRAWING NO. 8 °F C\c\' REVISION DESCRIPTION CHKD BY: -"M"'-1-1A28-9MM :N- L----~~~~~~1.t.::D:Es:1G:N:::_rn:_o:::_F_:w::.::o:RK1_ _______________ Lo~E:'.'._!_'.'.'.P~~v~L:J._~1T:::.:_A:'.'.'.'.'.R'.'.:::'.A:'.:~::::R::::vw=D=B=Y=: =M=l=~==g~? ~~~~==~r-t=•===:!J Expiration Date: Q9.J0.26 ~---~ I~ PART A PLANTING 1.0 SCOPE THE WORK OF THIS SECTION INCLUDES ALL LABOR, MATERIALS AND EQUIPMENT REQUIRED TO COMPLETE WORK INDICATED ON THE ORA WTNGS. THE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE BEST STANDARDS Of PRACTICE RELATING TO THE V ARJOUS TRADES AND UNDER THE CONTINUOUS SUPERVISION OF A COMPETENT FOREMAN, CAPABLE OF INTERPRETING THE DRAWINGS AND THESE SPECIFICATIONS. THE WORK INCLUDED IN THIS SECTION IS AS FOLLOWS: FINISH GRADING FOR PLANTING; SOIL PREPARATION: FERTILIZATION: PLANTING INCLUDING LAWN; MAINTENANCE; INSPECTION AND CERTIFICATIONS; GUARANTEES; CLEAN-UP; STAKING, GUYING AND ESPALIERING; MISCELLANEOUS ALLOWANCES. 2.0 APPROVALS A. ALL lRRTGATfON WORK SHALL BE INSPECTED AND APPROVED BY THE LANDSCAPE ARCHITECT IN WRITING PRIOR TO TIIE START OF ANY PLANTING. B. PRIOR TO EXCAVATION FOR PLANTING OR PLACING OF STAKES. LOCATE ALL UTILITIES, ELECTRIC CABLES, CONDUITS, IRRIGATION LINES, HEADS, VALVES AND VALVE CONTROL WIRES, AND ALL UTILITY LINES SO THAT PROPER PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE SUCH IMPROVEMENTS. IN TI-IE EVENT OF A CONFLICT BETWEEN SUCH LINES AND PLANT LOCA T!ONS. PROMPTLY NOTIFY LANDSCAPE ARCHITECT WHO SHALL ARRANGE FOR RELOCATION fOR ONE OR TI-IE OTHER. FAIL URE TO FOLLOW THIS PROCEDURE PLACES UPON CONTRACTOR TI-IE RESPONSIB!UTY FOR, AT HIS OWN EXPENSE, MAKING ANY AND ALL REPAIRS FOR DAMAGES RESULTING FROM HIS WORK. 3.0 QUANTITIES AND TYPES PLANT MATERIALS SHALL BE FURNISHED IN THE QUANTITIES AND/OR SPACING AS SHOWN OR NOTED FOR EACH LOCATION, AND SHALL BE OF THE SPECIES, KINDS, SIZES, ETC., AS SYMBOLIZED AND/OR DESCRIBED IN TI-IE "PLANT MATERIAL LEGEND" ON TI-IE ORA WTNGS. THE LANDSCAPE ARCHlTECT HAS I. FOR AUTHORIZED VARIATIONS, ALL SUBSTITUTE PLANT MATERIALS SHALL CONFORM TO TI-IE REQUIREMENTS OF THESE SPECIFICATION. IF TIIE ACCEPTED SUBSTITUTE MATERIALS ARE OF A LESSER VALUE THAN THOSE INDICATED OR SPECIFIED, THE CONTRACT PRICE WlLL BE ADJUSTED IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACT. PLANTS NOT APPROVED -PLANTS NOT APPROVED ARE TO BE REMOVED FROM TITE SITE IMMEDIATELY AND REPLACED WITH SUITABLE PLANTS. THE OWNER OR LAND. ARCH. RESERVES TI-IE RIGHT TO REIBCT ENTIRE LOTS OF PLANTS REPRESENTED BY DEFECTIVE SAlv!PLES. 7.0 FERTILIZERS AND SOIL CONDITIONS (FOR BID PURPOSES ONLY) SAMPLES OF ALL SOIL AMENDMENTS. SOD AND PLANTS SHALL BE SUBMITTED FOR INSPECTION AND STORED ONSTTE UNTIL THE FURNISHING OF MATERIALS IS COMPLETED. DELIVERY MAY BEGIN UPON APPROVAL OF SAMPLES BY LANDSCAPE ARCHITECT. !\. ORGANJC FERTILIZER MAY BE PROCESSED SEW AGE SLUDGE WlTH A MINIMUM CONTENT OF 1% NlTROGEN AND 2% PHOSPHORIC ACID SIMILAR TO "NITRO-HUMUS". METHOD OF PROCESSING SHALL NOT DESTROY NORMAL BACTERIAL CONTENT. B. NITROGEN STABILIZED SAWDUST SHALL BE BULK, WITH THE FOLLOWING NITROGEN CONTENT BASED ON DRY WEIGHT: 8. I. 0.5% FOR REDWOOD SAWDUST B.2. 0.7%FORFIRSAWDUST B.3. 1.0% FOR BARI( OR PINE BARK OR MIXTURE B.4. SALINITY -THE SA TllRA TION EXTRACT CONDUCTIVITY SHALL NOT EXCEED 3.5 MILLJOHMS/CM AT 25 DEGREES C. C. COMMERCIAL FERTILIZER SHALL BE DELIVERED IN SACKS OR CONTAINERS WITH THE MANUFACTURER'S LABEL SHOWING WEIGHT AND ANALYSTS ATTACHED TO EACH SACK OR CONTAINER. 9.0 STAKING MATERIALS PREPARED QUANTITIES ONLY AS A CONVENIENCE TO CONTRACTOR AND A. A. TREE STAKING SHALL BE AS PER DETAILS. ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY. THE LANDSCAPE B. TIES FOR HOLDING TREES SHALL BE AS PER DETAILS. TREE GUYING SHALL BE AS PER DETAILS. CONTRACTOR IS TO VERIFY ALL SIZES AND QUANTITIES. CONTRACTOR SHALL BE C. RESPONSIBLE FOR INSTALLATION OF ALL PLANT MATERIALS AT THE SPACING INDICATED ON THE PLANTING LEGEND. I 0.0 GRADING AND SOIL PREPARA TTON 4.0 VERIFICA T!ON OF DIMENSIONS AND QUANTITIES DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WlTH ANY WORK, CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND QUANTITIES AND SHALL IMMEDIATELY INFORM LANDSCAPE ARCHITECT, OR OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES BETWEEN Tl-IE DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL SITE CONDITIONS. NO WORK SHALL BE DONE IN ANY AREA WHERE THERE IS SUCH;\ DISCREPANCY UNTIL APPROVAL HAS BEEN GIVEN BYTI-IE LANDSCAPE ARCHITECT. 5.0 OBSERVATION/ CERTIFICATION: A. ALL OBSERVATIONS SHALL BE MADE BY TIIE LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE. CONTRACTOR SHALL REQUEST INSPECTION AT LEAST TWO (2) WORKING DAYS IN ADVANCE OF THE TIME INSPECTION IS REQUESTED. B. QUALITY CONTROL OBSERVA11ON SEQUENCES ARE AS FOLLOWS: B.J. TESTING OF MAIN LINE PRIOR TO BACKl'ILLING: l50 PSI FOR 4 HOURS. CENTER FILLING OF MAIN LINE SHALL BE ALLOWED. B.2. IRRIGATION COVERAGE TEST PRIOR TO PLANTING, BUT AFTER FINISH GRADING. B.3. PLANT DELIVERY APPROVAL INCLUDING LINERS, FLATS, CONTAINER PLANTS AND BOXED PLANTS. B.4. PLANT PIT LOCATIONS, DEPTHS, AND BACKFILL MIX, INCLUDING LAWN AREAS A ND CONSTRUCTION ITEMS PRIOR TO PLANTING. B.5. COVERAGE TEST AFTER PLANTING, BUT BEFORE THE MAINTENANCE PERIOD INCLUDING CONTROLLER SEQUENCING. B.6. COVERAGE TEST AT END OF MAINTENANCE PERIOD INCLUDING CONTROLLER SEQUENClNG. THE LANDSCAPE ARCIIITECT RESERVES THE RIGHT TO WAIVE, SHORTEN OR LENGTHEN EACH CONTROLLER STATION OPERATION DURING ms OBSERVATION VISITS. MIX BACKFILL IN ONE CENTRAL LOCATION NOT AT EACH PLANT SITE UNLESS OTHERWISE APPROVED. A SITE SHALL BE PRE-SELECTED BY OWNER FOR STORAGE OF IRRIGATION EQUIPMENT IN CONTAINERS. OBSERVATION REPORTS SHALL BE MADE FOR EACH VISIT BY THE LANDSCAPE ARCIIITECT AND ONE COPY EACH SHALL BE SUBMITTED TO THE OWNER AND CONTRACTOR. A. CONTRACTOR IS TO FINISH GRADE TO WITHIN 1/l0TH OF A FOOT BELOW THE TOP OF PA YING WHERE PA YING EXISTS PER DETAILS. B. MOISTURE CONTENT -T]{E son.s SHALL NOT BE WORKED WHEN THE MOISTURE CONTENT TS SO GREAT THAT EXCESSIVE COMPACTION WILL OCCUR; AND NOT WIIEN IT IS SO DRY THAT DUST WU"L FORM IN THE AIR OR THAT CLODS WILL NOT BREAK READILY. WATER SHALL BE APPLIED IF NECESSARY TO PROVIDE IDEAL MOISTURE CONlTNT FOR TILLING FOR PLANTING. C. PRELIMJNARY GRADING -PRELIMINARY GRADING SHALL BE DONE IN SUCH A MANNER AS TO ANTICIPATE TIIE FINISH GRADING. EXCESS SOILS SHALL BE REMOVED OR REDISTRIBUTED BEFORE APPLICATION OF FERTILIZER AND BARK. WHERE SOIL IS TO BE REPLACED BY PLANTS AND BARK, ALLOWANCE SHALL BE MADE SO THAT WHEN FlNISH GRADING HAS BEGUN, THERE SIIALL BE NO DEFICIENCY IN THE SPECIFIED DEPTH OF BARI( IN PLANTING BEDS. D. WEEDING· BEFORE AND DURING PRELIMINARY AND FINISH GRADING, ALT. WEEDS AND GRASSES SHALL BE DUG OUT BY THE ROOTS AND DISPOSED OF Off SITE (EXCEPT THOSE WEEDS AND GRASSES NOT OF TTIE PERENNIAL TYPE, LESS THAN 2-1/2" IIIGH AND NOT BEARING SEEDS, WHICH MAY BE TURNED UNDER). OATS MORE THAN 2-1/2" IIIGHANDNOT BEARING SEEDS MAY llE TURNED UNDER. PERENNIAL WEEDS AND GRASSES TO BE REMOVED INCLUDE BUT ARE NOT LIMJTED TO, THE FOLLOWING: NUT GRASS, PUNCTURE VINE, DALLAS GRASS, MUSTARD PLANT, ST. AUGUSTINE GRASS, ALFALFA, JOHNSON GRASS, WIRE WEED, MORNING GLORY, BERMUDA GRASS. PRIOR TO PLANTING, A GRANULAR PRE-EMERGENT, NON-SELECTIVE HERBICIDE SHALL BE APPLIED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 11.0 SOIL CONDITIONERS AND SOIL TESTING A. UNLESS OTHERWISE INSTRUCTED BY i\N AGRONOMY REPORT (SEE PLAN), IN ALL PT.ANTING AREAS TI-IE FOLLOWING APPLICATION SHALL BE MADE PER 1,000 SQUARE FEET OF AREA AND SHALL BE THOROUGHLY CULTIVATED IN TWO DIRECTIONS INTO THE TOP 6" OF SOIL. AND THE AREA W ;\ TERED DOWN: A. I. 5 CU YDS. NITROLIZED WOOD SI-IA VINGS A.2. 150 LBS. GROW POWER PLUS FERTILIZER A.3. JOO LBS. AG. GYPSuM A.4. JO LBS. SOIL SULFUR A.5. 20 LBS. IRON SULFATE C. WHERE CONTRACTOR FAILS TO NOTffY THE LANDSCAPE ARCHITECT fOR TI-IE B. UNLESS OTHERWISE INSTRUCTED BY AN AGRONOMY REPORT, PREPARE SOIL MIX FOR BACKFILL IN PITS FOR TREES, SHRUBS AND VINES, OTHER THAN AZALEAS, FERNS AND PALMS, AS FOLLOWS: (AMOUNT/ClffiTC YARD) ABOVE OBSERVATION/APPROVAL PURPOSES WIIEN JOB CERTIFICATION IS REQUIRED BY A LOCAL AGENCY, THE CONTRACTOR SHALL REMAIN SOLELY RESPONSIBLE TO PROVE THE JOB CERTIFIABLE TO TI-IE LANDSCAPE ARCHITECT, INCLUlllNG THE LANDSCAPE ARCHITECT'S TIME AND EXPENSES TO BE BILLED AT A RATE OF $75.00/HR .. IN THE EVENT CONTRACTOR IS NOT READY FOR OBSERVATION AT THE AGREED UPON SCHEDULED TIME, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXPENSES INCURRED BY THE LANDSCAPE ARCHITECT AND/OR OTHER CONSULTANTS AT A RATE OF S75.00/HR. PORTAL TO PORTAL. D. PROVIDE THE FOLLOWING EXTRA EQUIPMENT TO BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR FINAL APPROVAL PRIOR TO THE START OF MAINTENANCE. D.l. SIX POP-UP BODIES AND FOUR OF EACH TYPE OF NOZZLE REQUIRED. D.2. TWO KEYS FOR CONTROLLER DOOR. D.3. TWO KEYS FOR ENCLOSURE LOCK. D.4. FOUR QUICK COUPLER KEYS AND HOSE SWIVELS. D.5. CERTIFICATIONS: PRIOR TO START OF MAINTENANCE WRITTEN CERTIFICATIONS SHALL BE SUBMITTED TO TI-IE LANDSCAPE ARCHITECT FOR THE FOLLOWTNG: D.5.1. QUANTITY AND QUALITY OF COMMERCIAL FERTILIZER AND ORGANJC FERTILIZER. D.5.2. QUANTITY AND QUALITY OF ALL SOIL AMENDMENTS CALLED FOR BY PLANS AND SPECIFICATIONS. 6.0 MATERIALS PLANT MATERIALS INDICATED ON THE DRA WTNGS A ND HEREIN SPECIFIED SHALL CONFORM TO TI-IE FOLLOWING: A. NOMENCLATURE -PLANT NAMES INDICATED ON THE DRAWINGS CONFORM TO "STANDARD PLANT NAMES" ESTABLISHED BY THE AMERICAN JOINT COMMITTEE ON HORTIC!JL TIJRE. EXCEPT FOR NAMES COVERED THEREIN, TI-IE ESTABLISHED CUSTOM OF THE NURSERY IS FOLLOWED. B. I. 2/3 YD. SCREENED SITE SOIL B.2. 1/3 YD. NTTROLIZED WOOD SI-IA VINGS 8.3. 15 LBS. GROW POWER CONTROLLED RELEASE FERTILIZER B.4. JO LBS. AG GYPSUM B.5. I LB. SOIL SULFUR B.6. 2 LBS. IRON SULFA TE B.7. PLANTING PITS SHALL BE PER DETAILS. C. PREPARE SOIL MIX FOR llACK FILL IN PITS FOR AZALEAS, CAMELLIAS, FERNS AND OTI-IER PLANTS (AS SPECIFIED) AS FOLLOWS: C.l. 1/3 WASHED PLASTER SAND C.2. I /3 CANADIAN PEAT MOSS C.3. l/3 LOAMTTE OR FOREST HUMUS D. BACKFILL MIX FOR PALMS SHALL BE WASHED PLASTER SAND. (REFER TO DETAIL) E. THE PREPARED SOIL SHALL BE UNIFORMLY BLENDED IN AN AREA ADJACENT TO THE PLANTING WORK AND SHALL BE ACCURATELY PROPORTIONED USING A SUITABLE MEASURING CONTAINER. UNUSED EXCAVATED SOIL SHALL BE REMOVED FROM SITE. PROTECT THE MIX FROM WATER UNTIL IT HAS BEEN PLACED IN BACKFILL AROUND PLANTS. F. SOILS TESTING-THE CONTRACTOR SHALL HA VE AGRONOMIC SOILS TESTS PERFORMED BY AN APPROVED SOILS TESTING LABORATORY AT TI-IE FOLLOWING TIMES: F.l. UPON COMPLETION OF ROUGH GRADING, DURING INSTALLATION OF IRRIGATION SYSTEM AND PRIOR TO ANY PLANTING. F.2. AFTER APPLICATION OF RECOMMENDED SOIL CONDITIONERS (PER FIRST SOILS TEST) AND PLANTING BUT PRIOR TO BEGINNING OF MAINTENANCE PERIOD. CONTRACTOR SHALL INCLUDE PRICE OF SOILS TESTS IN BID. B. CONDITION -PLANTS SHALL BE SYMMETRICAL, TYPICAL FOR VARIETY AND 12.0 FINISH GRADING SPECIES, SOUND, HEALTHY, VIGOROUS, FREE FROM PLANT DISEASE, INSECT WHEN PRELIMINARY GRADING, (fNCLUDING WEEDING AND FERTILIZING) HAS PESTS, OR THEIR EGGS, AND SHALL HA VE HEALTHY, NORMAL ROOT SYSTEMS, BEEN COMPLETED AND TIIE SOIL HAS DRIED SUFFICIENTLY TO BE READILY WELL FILLING THEIR CONTAINERS, BUT NOT TO TIIE POINT OF BEING ROOT WORI(ED, ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO Tiffi BOUND. PLANTS SI!ALL NOT BE PRUNED PRIOR TO DELIVERY, EXCEPT AS ELEVATIONS INDICATED ON THE DRAWINGS. GRADES NOT OTHER WISE AUTHORIZED BY LANDSCAPE ARCHITECT. IN NO CASE SHALL TREES BE INDICATED SHALL BE UNIFORM LEVELS OR SLOPES BET'WEEN POINTS WHERE TOPPED BEFORE DELIVERY. ELEV A TIO NS ARE GIVEN. MINOR ADTIJSTMENTS OF FIN !SH GRADES SHALL BE C. DIMENSIONS -THE IIEIGHT AND SPREAD OF ALL PLANT MATERIAL SHALL BE MADE AT TTTE DIRECTION OF Tiffi LANDSCAPE ARCHITECT, AT NO ADDITIONAL MEASURED WITH BRANCHES IN THEIR NORMAL POSITION, AND SHALL BE AS COST TO OWNER. INDICATED ON THE DRAWINGS. THE CALIPER OF ALL TREES SHALL BE MEASURED 6" ABOVE THE SURFACE OF THE GROUND. WHERE CALIPER OR OTIIER DIMENSIONS OF ANY PLANT MATERIALS ARE OMITTED FROM TIIE "PLANT LEGEND: IT SHALL BE lmDERSTOOD TI-IA T THESE PLANT MATERIALS SHALL BE NORMAL 'AMERICAN NURSERYMEN' STOCK FOR TYPE LISTED. D. INSPECTION -ALL PLANT MATERIALS MUST HA VE BEEN PREVIOUSLY INSPECTED AT TITE NURSERY BY A STA TE OR COUNTY HORTICULTURAL DEPARTMENT, AND SHALL BE SUBJECT TO THE INSPECTION AND APPROVAL OF THE LANDSCAPE ARCmTECT BEFORE PLANTING. E. PLANT LIST-IS INDICATED ON ORA WTNGS AND LEGEND. F. SIZES OF PLANTS -SHALL BE AS STATED ON THE LEGEND. PLANT SIZES SHALL MEET THE "AMERJCAN STANDARD FOR NURSERY STOCK" A.N.S.I. Z 60.1 -1996 G. SUBSTITUTIONS -SUBSTITUTIONS FOR THE INDICATED PLANT H. MATERIALS WILL BE PERMITTED PROVIDED THE SlJBSTJTLTE MATERIALS ARE APPROVED IN ADVANCE BY Tl-IF LANDSCAPE ARCHITECT, AND TIIE SUBSTITUTIONS ARE MADE AT NO ADDITIONAL COST TO OWNER. EXCEPT FINISH GRADE SHALL BE A SMOOTH. EVEN AND UNIFORM PLANE WlTIIOUT ABRUPT CHANGE OF SURF ACE. SOIL AREAS ADJACENT TO llUILDINGS SHALL BE GRADED (2% MIN.) TO ALLOW A NATURAL RUN-OFF OF WATER, AND SURFACE DRAINAGE SHALL BE DIRECTED AS INDICATED ON THE ORA WINGS BY RF-GRADING SURFACES TO FACILITATE THE NATURAL "RUN--OFF" OF WATER. GRADING SHALL BE DONE WHEN SOIL IS AT OPTIMUM MOISTURE CONTENT FOR WORKING. 13.0 METHOD OF PLANTING AND WORK PROCEDURE A. NO PLANTING SHALL BE DONE lmTIL ALL OPERATIONS IN CONJUNCTION WITH THE INST ALLA TTON OF THE SPRINKLER SYSTEM HA VE BEEN COMPLETED, FINAL GRADES HA VE BEEN ESTABLISHED, THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, AND THE WORK APPROVED BY TIIE LANDSCAPE ARCHITECT. B. THE RELATNE POSITION OF ALL TREES AND Pl,ANTS IS SUBJECT TO APPROVAL BY LANDSCAPE ARCHITECT AND OWNER, AND THEY SHALL, IF NECESSARY, llF RELOCATED AS DIRECTED AS PART OF THE CONlRACT. C. ALL PLANTS SHALL BE REMOVED FROM THEIR CONT AINERAND SET SO THAT, WllEN SETTLED, THEY BEAR THE SAME RELATION TO THE REQlJIRED GRADE THAT nIEY BORE TO TI-IE NATURAL GRADE BEFORE BEING TRANSPLANTED. EACH PLANT SHALL BE PLANTED lN THE CENTER OF THE PIT AND BACKFILLED UNLESS OTHER WISE SPECIFIED, WITH THE PREPARED SOIL. NO SOIL IN MUDDY CONDITION SHALL BE USED FOR BACKFILLING. NO FILLING WILL BE PERMITTED AROUND TRUNKS OR STEMS. ALL BROKEN OR FRAYED ROOTS SHALL BE PROPERLY CUT OFF. D. LANDSCAPE ARCIIITECT SHALL APPROVE THE PLACING AND PLANTING OF ALL PLANTS. E. IN THE EVENT THAT 1.Jl\TlERGROUND CONSTRUCTION WORK OR OBSTRUCTIONS ARE ENCOUNTERED IN THE PLANTING OPERA TTON, ALTERNATE LOCATIONS FOR PLANT MATERIAL WlLL BE SELECTED BY THE LA1'TlSCAPE ARCHITECT, AND PLANTING COMPLETED ATNO EXTRA COST TO OWNER. 14.0 PLANTING OF TREES A. POSITION PLANTS IN PLANT LOCATIONS INDICATED ON DRAWINGS AND SEClJRE APPROVAL BEFORE EXCAVATING PITS, MAKING NECESSARY ADTIJSTMENTS AS INDICATED. B. ALL PITS FOR TREES SHALL BE DUG SQUARE WTTI-1 BOTTOMS LEVEL, THE LENGTH OF SIDES AND DEPTH EQUAL TO ONE AND ONE-HALF TIMES THE DIAMETER OF THE TREE BALL. COMP ACTED SOILS AT SIDES AND BOTTOMS SHALL BE LOOSENED BY SCARIFYING OR OTHER APPROVED METHOD. PITS SHALL BE BACKFILLED WITH "PREPARED SOII," TO THEIR REQUIRED GRADE, AND TI-IE BALANCE Of THE PIT FILLED WITH "PREPARED SOIL", THOROUGHLY SETTLED BYWATER APPLICATION. (REFER TO PLANTING DETAILS AND SPACING DETAILS) C. SET PLANTS IN CENTER OF PTT, IN A VERIICAL POSITION SO THAT CROWN OF BALL WILL BE LEVEL \¼1THFINISH GRADE AFTERALLOWTNG FOR WATERING AND SETTLING AND SHALL BEAR THE SAME RELATIONSI-IIP TO THE FINISH GRADE THAT IT DID TO TI-IE SOIL SlJRFACE IN TIIE CONTAINER. D. PREPARE DEPRESSED WATER BASIN AS WIDE AS PLANT BALLS AT EACH PLANT. WATER THOROUGHLY, BACKFILLING ANY VOIDS WITH ADDITIONAL PREPARED PLANTING MIX. l5.0 PLANTING VINES, SHRUBS AND GROUNDCOVERS A. VINES AND SHRUBS SHALL BE PLANTED PER DETAILS. COMPACTED SOIL AT BOTTOM OF PIT SHALL BE LOOSENED AND THE PIT FILLED WITH "PREPARED SOIL" TO THE BOTTOM OF THE BALL. WHEN TI-IE PLANT HAS BEEN PROPERLY SET, THE PIT SHALL BE FILLED TO TI-IE REQUIRED GRADE BEEN PRO PERI, Y SET, THE PIT SI!ALL BE FILLED TO THE REQUIRED GRADE WITH "PREPARED SOIL" AND THOROUGHLY SETTLED BY TAMPING. (REFER TO PLANTING DETAILS) B. PREPARE A DEPRESSED WATER RASIN AS WIDE AS PLANT PITS AT EACH PLANT. WATER THOROUGHLY, BACKFILLING ANY VOIDS WITH ADDITIONAL PREPARED PLANTING MIX. C. GROUND COVERS C.l. PITS FOR FLAT SIZED PLANTS TO BE AT LEAST 4" X4" X 4". GROUND COVER AREAS SHALL BE MOISTENED PRIOR TO PLANTING. NO FLATTED LINER. OR POTTED PLANTS SHALL BE PLANTED IN DRY SOIL. C. IRRIGA TTON SHALL BE WATERED BY MEANS OF A HOSE. APPLY WATER IN SUFFICIENT QUANTITIES. AND AS OFTEN AS SEASONAL AND SOIL CONDITIONS REQUIRE, TO KEEP THE GROUND WET AT ALL TIMFS, WELL BELOW TI-IE ROOT SYSTEM OF GRASS AND PLANTING. CARE IS TO BE TAKEN IN WATERING SLOPES SO AS NOT TO CAUSE EROSION DAMAGE. D. FOLLOWING THE PLANTING OF GROUND COVER PLANTS IMMEDIATELY AND THOROUGHLY WATER BY THE IRRIGATION SYSTEM, OR BY A SLOW RUNNING HOSE SPRAY. 21.0 WATERING BASINS A. CONSTRUCT A FIRMLY COMPACTED MOUND OF SOIL AROUND EACH TREE AND PLANT TO FORM A WATERING BASIN AT THE EDGE OF !\ND FOLLOWING THE SI-IAPE OF THE PLANTING PIT AREA. MOUNDS FOR TREES AND FOR VINES FROM 5-GALLON OR LARGER CONTATNERS, SHALL BE AT LEAST 4" I-IIGH. MOUNDS FOR ALL OTHER TREES, VINES OR PLANTS NOT OTHER WISE SPECIFIED SHALL BEAT 2" HIGH. EXCAVATED EARTH, IF CAPABLE OF RETAINING WATER, MAY BE USED. ANY SETTLEMENT WITI-IIN THE BASINS RETAINING WATER SHALL BE REFILLED TO THE REQUIRED GRADE WITH PREPARED SOIL, AND ADDITIONAL NITROGEN STABILIZED SAWDUST WORKED INTO THE SURF ACE AS REQUIRED TO RESTORE TI-IE BARE BARKED CONDITION. B. REMOVE WATERING BASINS IN PLANTER AREAS AT THE TIME OF BARK INSTALLATION. 23.0 TREE STAKING A. STAKE ALL NON-GUYED TREES AT TIME OF PLANTING BY PLACING STAKE IN TI-IE PREPARED HOLE AND DRIVING TT 12" INTO SOLID GROUND. PLANT THE TREE AS CLOSE TO TI-IE STAKE AS POSSIBLE WITHOUT CROWDING T!IE ROOTS. FASTEN THE TREE TO THE UPPER END OF STAKE USING "CINCH TIES". (REFER TO DETATI,) B. TREES 36" BOX SIZE OR LARGER, SHALL BE IMMEDIATELY ROOT GUYED AFTER PLANTING WITH DUCKBILL ROOT BALL ANCHOR OR EQUAL PER MFG. INSTRUCTIONS. 24.0 ESPALIERING OF VINES ALL TRELLISES AND STAl(ES ARE TO BE REMOVED FROM PLANTS, AND nIE PLANTS SHALL BE FAS TEN ED AND TRAINED AGAINST FENCES OR WALLS UNLESS OTHERWISE APPROVED BY TI-TE LANDSCAPE ARCHITECT. REFER TO DETAIL. 25.0 BARK MULCH WEED CONTROL BARK INSTALLATION SHALL CONSIST OF PLACING 3" OF MEDIUM BARK WOOD BARK IN ALL SHRUB PLANTING AREAS. CONTRACTOR SIIALL SUPPLY A ONE GALLON BAG SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO DELIVERY. MFG. HALL CERTIFY BARK MULCH TO BE BROWN AND GOLD. COPIES SHALL BE PROVIDED TO CITY LANDSCAPE INSPECTOR AND LANDSCAPE ARCHITECT A VAIL. THRU: AGUINAGA GREEN --PHONE: 714-649-90 26.0 CERTIFIC;\ TES IN ADDITION TO ANY OTHER CERTIFICATES SPF:cJFIED. CONTRACTOR SHALL FURNISH A CERTIFICATE WITH EACH DELIVERY OF BULK MATERIAL, STATING THE SOURCE, QUANTITY AND TYPE OF MATERIAL AND THAT THE MATERIAL CONFORMS TO THE SPECIFICATION REQIJIREMENTS. FOR BULK DELIVERED ORGANIC FERTILIZER. TIIE CERTIFICATE SIIALL ALSO STATE THE VOLUME, NET 30.0 GROUNDCOVER AND SIIRUB AREA MAINTENANCE A. WATERING-NEW PLANTINGS SHALL BE WATERED ONCE PER DAY FOR TWO (2) WEEKS AFTER INSTALL!\ TTON. REDUCE WATERING TO EVERY OTHER DAY FOR THE NEXT TWO (2) WEEKS. WATER THEREAFTER THREE (3) TIMES PER WEEK ImTIL FINAL ACCF:l'TANCE. B. FERTILIZATION -FERTILIZE THREE (3) WEEKS AFTER PLANTING WITH 5 POUNDS 12-12-12 (BEST OR EQUAL) PER 1,000 SQUARE FEET; FERTILIZE THEREAFTER EVERY TI-IIRTY (30) DAYS. C. DISEASE AND PEST CONTROL -FOR CONTROL OF SLUGS AND SNAILS, APPLY PELLETIZED TRICALCIUM ARSINATE 5% BY WEIGHT AND METALDEHYDE 5% BY WEIGHT AS PER MANUFACTURER'S RECOMMENDATIONS TWO (2) WEEKS AFTER PLANT INSTALLATIONS. FOR CONTROL OF CUTWORMS AND OTHER SOIL INSECTS, APPLY METRO BRAND SOILDRIN AS PER MANUFACTURER'S RECOMMENDATIONS TWO (2) WEEKS AFTER PLANT INSTALLATIONS. THIS PRODUCT CONTAINS DIELDRIN, LINDANE AND PHOSPHOROTIIIOATE. EXTERMINATE GOPHERS AND MOLES AND REPAIR DAMAGE. D. PRUNING -ALL SHRUBS AND TREES SHALL BF PINCH PRUNED AS NECESSARY TO ENCOURAGE NEW GROWTH AND TO ELIMINATE RANK SUCKER GROWTH. DO NOT BALL SHRUBS. OLD FLOWERS, AND DEAD FOLIAGE AND LIMBS SHALL BE REMOVED. NO MAJOR TREE PRUNING SHALL BE DONE wrn-JOUT TIJF APPROVAL OF THE LANDSCAPE ARCHITECT. CONTACT LANDSCAPE ARCI-lITECT 48 HOURS IN ADVANCE OF ALL PRUNING PERIODS. E. WEEDING -ALL PLANTING AREAS INCLUDING LAUN AREAS SHALL BE KEPT WEED-FREE AT ALL TIMES. WEEDS SHALL BE DUG OUT BY TI-IE ROOTS AND DISPOSED OF OFFSITE. UPON COMPLETION OF THE CALLED FOR MAINTENANCE PERIOD, TH F: CONTRACTOR SHALL FERTILIZE PER #28 -LAWN MAINTENANCE AND #29 GROUNDCOVERS AND SHRUB AREA MAINTENANCE OF THESE SPECIFICATIONS. 31.0 GUARANTEE AND REPLACEMENTS A. ALL SHRUBS AND GROUNDCOVER SHALL BE GUARANTEED BY CONTRACTOR AS TO GROWTH AND HEALTH FOR A PERIOD OF 90 DAYS AFTER COMPLETION OF TI-IE SPEC!FlED MAINTENANCE PERIOD, AND/OR FINAL ACCEPTANCE BY TI-IE LANDSCAPE ARCHITECT. ALL TREES UP TO 24" llOX SIZE SHALL BE GUARANTEED BY CONTRACTOR TO LIVE AND GROW lN AN ACCEPTABLE UPRJGHT POSITION FOR A PERIOD OF ONE (1) YEAR AFTER COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD, AND/OR FINAL ACCEPTANCE BY TI-IE LANDSCAPE ARCHITECT. TREES IN 24" BOXES OR LARGER, AND ALL FIELD GROWN SPECIMENS SHALL BE GUARANTEED BY CONTRACTOR TO LIVE AND GROW IN AN ACCEPT ABLE UPRIGHT MANNER FOR A PERIOD OF ONE (I) YEAR AFTER COMTLETION OF TIIE SPECIFIED MAINTENANCE PERlOD, AND/OR FINAL ACCEPTANCE BY TIIE LA NDSC!\PE ARCHITECT. B. ;\LL PLANTS TIIAT SHOW SIGNS Of FAILING GROWTH AT ANY TIME DURING TIIE LIFE OF THE CONTRACT, INCLUDING THE MAINTENANCE PERIOD, OR THOSE PLANTS INJURED OR DAMAGED AS TO RENDER THEM UNSUITABLE FOR TTIE PURPOSE INTENDED, SHALL BE IMMEDIATELY REPLACED IN KIND AND SIZE AT THE EXPENSE OF TI-IE CONTRACTOR. C. CONTRACTOR SHALL, WITHIN 5 DAYS NOTICE BY THE LANDSCAPE ARCHITECT, REMOVE AND REPLACE ALL GUARANTEED PLANT MA TFRTALS GUARANTEE. REPLACEMENT SHALL BE MADE WITH PLANT MATERIALS AS INDICATED OR SPECIFIED FOR THE ORIGINAL PLANTING, AND ALL SUCH REPLACEMENT MATERIALS SHALL BE GUARANTEED AS SPECIFIED FOR HIE ORIGINAL GUARANTEED MATERIALS. WEIGHT, PERCENT OF NITROGEN AND PERCENT OF PHOSPHORIC ACID. FOR EACH 32.0 CLEAN-UP 11.TREES ALL AREAS SHOULD BE FEKITLIZED ACCORDING TO Tl-IE SCI-!EDULE SET FORTH IN TllE SPECIFIC,\ TIONS. PERIODIC INSPECTIONS SHOULD EV !\LUA TE THE RESPONSE TO TIIE RECOMMENDED FERTILIZATION PROGRAM AND ADTIJSTMENTS MADE AS NECESSARY. SPECIAL FERTILTZATION NEEDS SHOULD BE IDENTIFIED AND IMPLEMENTED AS NEEDED. MAINTENANCE REQUIRED: I. PERIODIC PRUNING TO REMOVE DEAD, DISEASED OR WEAKENED LIMBS TO PROMOTE HEALTHY AND SYMMETRIC GROWTH OF TI-IE TREE. REMOVAL OF ANY LIMBS, BRANCHES, OR FRONDS WHICH MIGHT IMPACT A BUILDING OR STRUCTURE UNDER WINDY CONDITIONS. REMOVAL (AND POSSIBLE REPLACEMENT) OF DISEASED OR WEAKENED TREES. 2. SELECTED TI-IINNING OR LACING OF TREES. 3. STAKING OF YOUNGER TREES TO PROMOTE GROWTH IN THE APPROPRIATE DIRECTION. 4. PERIODIC APPLICATION OF INSECTICIDES TO CONTROL INFESTATIONS. 5. PERIODIC APPLICATION Of FERTILIZERS TO PROMOTE HEALTHY GROWTH. 6. PERIODIC ROOT PRUNING TO AVOID POTENTIAL CRACKING Of SIDEWALKS OR DRIVEWAYS. 7. REGULAR INSPECTION OF TREE BREA TI-IER TUBES FOR EXCESS ACCUMULATION OF WATER IN THE ROOT ZONE. FREQUENCY: 1. PRUNING AND TREE THINNING SHOJILD BE DONE ONCE A YEAR; TREE REMOVAL A ND REPLACEMENT -ONCE A YEAR; AND CONFLICTING LIMB, OR BRANCH, REMOVAL DONE ON AN AS-NEEDED BASIS. TREE REPLACEMENT SHOULD BE CONSIDERED WHERE EXISTING TREE TRUNK CALIPER EXCEEDS 6 INCI-IES AND ARE PLANTED TN AREAS OF LESS TI-IAN 5 FEET WIDE. 2. TREE TI-lINNING OR LACING, AS REQUIRED, SHOULD BE DONE ONCE PER YEAR. 3. TREES SHOULD BE INSPECTED AT LEAST 4 TIMES PER YEAR TO DETERMINE WIIETHER STAKING AND/OR GUYING SHOULD BE ADDED, REMOVED OR ADJUSTED. 4. APPLICATION OF INSECTICIDES SHOULD BE DONE ONLY AS REQUIRED TO AFFECTED TREES. 5. APPLICATION OF FERTILIZERS IN MARCH AND SEPTEMBER OF EACH YEAR TO PROMOTE HEALTHY GROWTH. 6. TREE BREATHER TUBES SHOULD BE INSPECTED AS !,EAST MONTIILY, AND MORE OFTEN WHERE TREES OCCUR IN DRAINAGE SENSITIVE AREAS. EFFECTS OF DEFERRED MAINTENANCE: 1. FAILURE TO PROVIDE THE MAINTENANCE REQUIRED WILL EVENTUALLY TAKE ITS TOLL I.EA DING TO DETERIORATION OF THE HF.AL TH AND GENERAL APPEARANCE OF THE PROJECT'S TREES. IMPROPER STAKING OR ROOT PRUNING COULD RESULT IN LONG TERM DAMA Gil TO ADJACENT HARDSCAPE OR STRUCTURES. III. SHRUBS ALL AREAS SHOIJLD BE FERTILIZED ACCORDING TO THE MINIMUM SCTTEDULE SET FORTH IN THE SPECIFICATIONS. PERIODIC INSPECTIONS SHOULD EVALUATE TIIE RESPONSE TO TI-IE RECOMMENDED FERTILIZATION PROGRAM AND ADTIJSTMENTS MADE AS NECESSARY. SPECIAL FERTILIZATION NEEDS SHOULD BE IDENTIFIED AND IMPLEMENTED AS NEEDED. C.2. SET PLANTS IN CENTER OF PITS SO TIIA T CROWN OF PLANT WILL BE LEVEL WITH FlNISHED GRADE AFTER SETTLING OF SOIL, THEN BACKFILL AND WATER (REFER TO SPACING DETAIL) FERTILIZER AND SOIL CONDITIONER. IN CONTAINERS, A SIMILAR CERTIFICATE OR UPON COMPLETION OF THE WORK IN THIS SECTION, CONTRACTOR SHALL MAINTENANCE REQUIRED: C.3. FLATTED Pl.ANTS SHALL BE WELL ROOTED WITH RUNNERS AT LEAST 4" BUT NOT MORE THAN 6" IN LENGTH. INVOICE SHALL BE FURNISHED STATING TOTAL QUANTITIES BY WEIGHT AND REMOVE ALL RUBBISH, TRASH AND DEBRIS RESULTfNG FROM HIS OPERATIONS. 1. SELECTNE PERIODIC PRUNING OF SHRUBS. VOLUME FOR EACH MATERIAL. THESE CERTif!CATES SHALL BE SUBMITTED TO CONTRACTOR SHALL REMOVE ALL EQUIPMENT AND IMPLEMENTS OF HIS SERVICE 2. APPLICATION OF INSECTICIDES TO CONTROL INFESTATIONS (SUCH AS APIIIDS). THE LANDSCAPE ARCHITECT PRIOR TO THE START OF THE MAINTENANCE PERIOD. AND LEAVE ENTIRE AREA INVOLVED IN A NEAT AND ACCEPTABLE CONDITION IN 3. APPLICATION OF SNAIL BAIT TO PREVENT SNAILS FROM DEVOURING SHRU13S l6.0 TREES OCCURRING IN LAWN ORDER TO GAIN THE FINAi, APPROVAL BY THE LANDSCAPE ARCHITECT. AND PLANTS. A. TREES OCCURRING IN LAWN SI-IALL BE PLANTED BEFORE FINAL PREPARATION OF THOSE AREAS. B. ALL TREES S!-IALL BE INSTALLED WITH BARI( PROTECTION DEVICES AT 17.0 CARE or PLANTS BEFORE AND DURING PLANTING A. PLANTS SHALL NOT BE ALLOWED TO DRY OUT BEFORE OR WHILE BEING PLANTED. KEEP EXPOSED ROOTS MOIST BY MEANS OF WET SAWDUST, PEAT MOSS OR BURLAP ;\TALL TIMES DURING PLANTING OPERATIONS. DO NOT EXPOSE ROOTS TO TI-IE AIR EXCEPT \¼~ITLE BEING PLACED IN THE GROUND. WILTED PLANTS IN OR OUT OF CONTAINERS, WILL NO BE ACCEPTED AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. B. EXISTING PLANTS, WHERE INDICATED, SHALL BE PROTECTED IN PLACE. DAMAGED, OR DESTROYED PLANTS SHALL BE REPLACED IN DUPLICATE SIZE BY THE CONTRACTOR WITHIN 48 HOURS AFTER NOTIFICATION RY THE OWNER'S REPRESENT A TTVE. 18.0 SODDED LAWN A. CULTIVATE ALL LAWN AREAS TOA DEPTH OF 12". ROCKS AND DEBRIS LARGER THAN I" IN DIAMETER WIIICH ARE BROUGHT TO THE SURFACE BY CULTIVATION SHALL RE REMOVED FROM THE SITE. IF CULTIV A T!ON DOES NOT BREAK LTTMPS, A SPIKE TOOTH HARROW S!-IALL BE PULLED BEHIND A MECHANICAL SEEDER OR TRACTOR. B. AREAS TO BE PLANTED IN SOD SHALL BE FINISHED SMOOTH TO PRESENT A NEAT AND UNIFORM GRADE PRIOR TO INSTALLATION. TI-IE LAWN BED SHALL 27.0 PROTECTION CONTRACTOR SHALL CAREFULLY AND CONTINUOUSLY PROTECT ALL AREAS 33.0 TURF AND/OR GROIJNDCOVERS INCLUDED IN THE CONTRACT, INCLUDJNG PLANT MATERIALS, FENCES, SUPPORTS, WEEDS WILL BE A CONTINUOUS PROBLEM, MORE SO DURING THE EARLY STAGES ETC .. lmTIL FINAL ACCEPTANCE OF TIIE WORK BY THE LANDSCAPE ARCHITECT BEFORE PLANTINGS BECOME FULLY ESTABLISHED, AND TO A LESSER DEGREE AND OWNER'S REPRESENTATIVE. THEREAFTER. ALL AREAS SHOULD BF MAINTAINED WEED-FREE. 28.0 MAINTENANCE A. CONTRACTOR SHALL MAINTAIN A SUFFICIENT NUMBER OF MEN AND ADEQUATE EQUIPMENT TO PERFORM THE WORI( HEREIN SPECIFIED. PLANT MAINTENANCE WORK SHALL CONSIST OF APPLYING HERBICIDES BY A CERTIFIED SPRAYER CARING FOR PLANTS, INCLUDING GROU1'TJCOVERS, SHRUBS AND TREES, EDGING, AERATING AND MOWING OF LAWNS, FERTILIZING AND CONTROL OF WEEDS, PESTS AND DISEASES. B. DAMAGE TO ANY PLANTED AREA SHALL BE REPAIRED IMMEDIATELY. DEPRESSIONS CAUSED BY VEHICLES OR FOOT TRAFFIC S!-IALL BE FILLED WITII TOPSOIT,, LEVELED AND REPLANTED. EXTERMINATE ALL RODENTS, AND REPAIR RODENT DAMAGE IMMEDIATELY. C. THE ENTIRE PROJECT SIIALL BE MAINTAINED FOR A PERIOD OF 90 DAYS COMMENCING FROM THE TlME ALL ITEMS OF WORK HAVE BEEN COMPLETED TO TI-IE SATISFACTION OF THE LANDSCAPE ARCI-IITECT AND CONTRACTOR HAS RECEIVED WRITTEN NOTIFICATION FOR "START OF MAINTENANCE". D. Tl-IE PROJECT SHALL BE CARED FOR IN A NEAT AND CLEAN CONDITION AT ALL TIMES TO THE SATISFACTION OF THE OWNER AND LANDSCAPE ARCHITECT. PART B MAINTENANCE REQUIRED: I. REGULAR MOWTNG AND EDGE TRIMMING OF GRASS AREAS (TURF). 2. PERIODIC APPLICATION Of INSECTICIDES FOR CONTROL OF APHIDS, SNAILS, ETC., AND CHEMICAL CONTROL OF PLANT DISEASES AS DIRECTED IJY A LICENSED PESTICIDE PROFESSIONAL. 3. REGULAR REMOVAL OF WEEDS BY HAND, AN/OR PERIODIC APPLICATION OF HERBICIDES FOR CONTROL OF WEEDS SUCH AS BERMUDA GRASS, CRABGRASS, NUTGRASS AND DANDELIONS AS DIRECTED BY A LICENSED HERBICIDE PROFESSIONAL. 4. PERIODIC APPLICATION OF ORGANIC FERTILIZERS TO REPLENISH SOIL NUTRIENTS REQUIRED FOR IIEALTHY TURF AND PLANT GROWTH. 5. YEARLY AERATION OF TURF AREAS TO RELIEVE SOIL COMPACTION AND THATCH BUILDUP, ALLOWING AIR AND WATER TO REACH THF: ROOT SYSTEM OF GRASS. 6. CUTTING BACK OF EXCESS GROUNDCOVER TO PREVENT "CHOKING" or OTHER TREES AND SHRUBS, AND TO KEEP IT FROM GROWING OVER WALKWAYS AND DRAINS. 7. REMOVAL OF TURF BY HAND, FROM WI11-TIN 12 INCHES OF TREE TRUNKS TO ELIMINATE DAMAGE POTENTIAL FROM MOWERS AND STRING TRIMMERS. BE INSPECTED AND APPROVED BY THE LANDSCAPE ARCI-IITECT BEFORE 29.0 LAWN MAINTENANCE 8. REGULAR GATHERING AND DISPOSAL OF LEAVES AND TRASH. SODDING. A. WATERING-WATEREVERYDAYONCEPERDAYFOR TWO WEEKS AND C. A LL SODDED AREAS SHALL BE THOROUGHLY WATER ED, FERTILIZED, AND THEREAFTER GRADUALLY REDUCE FREQUENCY OF WATERING TO THREE FREQUENCY: KEPT MOIST BY IRRIGATING AS OFTEN AS REQUIRED. TIMES PER WEEK. CONTRACTOR SHALL CONTINUE TO MAINTAIN THE LAWN 1. MOWING OF GRASS WILL NEED TO BE DONE ON A WEEKL y BASIS. EDGE D. ANY LAWN AREAS THAT DO NOT SHOW A PROMPT CATCH OF GRASS SHALL UNTIL FINAL ACCEPTANCE BY THE LANDSCAPE ARCHITECT AND OWNER. TRIMMING WILL NEED TO BE DONE 2 TIMES PER MONTH. BE RE-SODDED AT TEN DAY INTERVALS UNTIL AN ACCEPTABLE STAND OF B. FERTILIZING -APPLY 12-12-12 (BEST OR EQUAL) AT THE RA TE OF 5 POUNDS 2. APPLICATION OF INSECTICIDES AND CHEMICAL CONTROLS, ONLY AS GRASS IS ASSURED. PER 1,000 SQUARE FEET THREE WEEKS AFTER INSTALLATION AND WATER REQUIRED. 19.0 HYDRO-SEEDING A. SLOPE AREAS: REFER TO PLANTING PLAN AND SLOPE MIX DESIGNS FOR TYPES AND AMOUNT OF SEEDS TO BE USED. ALTERNATE SEED MIXES MAY BE USED ONLY UPON APPROVAL OF THE LANDSCAPE ARCHITECT. THE DESIGNED SLURRY MIXES SHALL BE APPLIED BY AN APPROVED HYDROMULCII COMPANY. DESIGNED SLURRY MIXES WILL BE EITI-IER FOR IRRIGATED OR NON-IRRIGATED SLOPE CONDITION. (REFER TO PLANS AND SEED MIX DESIGNS) EACH CONTAINER Of SLURRY MIX SIIALL BE APPLIED WITHIN A 2 HOUR TIME LIMIT, ORBE REJECTED AND REMOVED AT CONTRACTOR'S EXPENSE. B. TURF AREAS; Tl-IE DESIGNED SEED AND SLURRY MIX SHALL BE APPLIED IN DESIGNATED AREAS BY AN APPROVED HYDROMULCI-1 COMPANY WITHIN A 2 HOUR TIME l,IMlT PER CONTAINER MIX. (REFER TO PLANTING PLAN AND LEGEND) WHERE APPLICABLE, A SUBSTITUTE SEED MIX MAYBE USED ONLY UPON APPROVAL OF TTIE LANDSCAPE ARCHITECT. C. DAILY WORK SHEETS: DAILY WORK SHEETS SI!ALL BE SIGNED BY THE NOZZLEMEN AND SENT TO THE OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHlTECT FOR PAYMENT APPROVAL. THE FOLLOWING INFORMATION SHALL BE RECORDED: (1) SEED -TYPES, AMOUNTS (2) FERTILIZER -ANALYSIS, AMOUNT (3) BARK -TYPE, AMOUNT (4) SEEDING ADDITIVE -TYPE, AMOUNT (5) NUMBER 01• LOADS -AMOUNT OF WATER (6) AREA COVERED -IN ACRES (7) EQUIPMENT USED -CAPACITY AND LICENSE NUMBER D. PROTECTION/CLEAN-UP: PREVENT AND/OR CLEAN-UP OVERSPRAYONTO CONCRETE RESERVOIRS, DRAINAGE DITCHES, CHANNELS, STRUCTURES, ROADS AND WALKWAYS. OVERSPRA Y AND SPILLAGE ONTO RESTRICTED AREAS SI!ALL BE REMOVED TI-IE SAME DAY AT CONTRACTOR'S EXPENSE TO TIIE SATISFACTION OF TI-IE OWNER'S REPRESENTATIVE. IMMEDIATELY Tl!ERE!\FTER. 3. WEED REMOVAL AND/OR APPLICATION OF HERBICIDES, AS REQUIRED. C. DISEASES AND PEST CONTROL -TWO WEEKS AFTER APPROVAL OF LAWN 4. APPLICATION OF LAWN FERTILIZER AT LEAST 4 TIMES PER YEAR; MARCH, MAY, INSTALLATION, APPLY A GRANULAR MERCURIAL FUNGICIDE OF 1.8% JULY, AND SEPTEMBER. APPLICATION OF GROUND COVER FERTILIZER TWO TIMES MERCUROUS CHLORIDE AS PER MANUFAC llJRER'S RECOMMENDATION. PER YEAR. D. MOWING -(TALL FESCUE LAWNS) -Tl-IE LAWN SHALL BE MOWED AT A 5. AERATION AND VERTICAL MOWING OF LAWNS SHOULD BE DONE AT LEAST HF.TGI-IT OF 2" WITH A ROTARY MOVER, EQUIPPED WITH ROLLER, BEFORE IT ONCE PER YEAR. REACHES 3" IN HEIGHT. COLLECT GRASS CLIPPING DURING MOWlNG 6. CUTTING BACK OF EXCESS GROlJNDCOVER 4 TIMES PER YEAR. OPERA TTONS AND REMOVE FROM THE SITE. AFTER EACH CUTTING, THE EDGE 7. GRASS SHOULD BE CONSTANTL y CLEARED FROM AROUND THE BASE OF TREES, OF THE GRASS SHALL BE TRIMMED TO A NEAT AND UNJFORM LINE. TT-IE BY HAND REMOV Al.. LAWN EDGES SHALL BE MAINTAINED NEATLY AT ALL TIMES. 8. LEAVES AND TRASH SHOULD BE REMOVED FROM ALL AREAS ON A WEEKLY BASIS. 4. PERIODIC APPLICATION OF FERTILIZERS TO PROVIDE TIIE NUTRIENTS NECESSARY FOR HEAL THY GROWTH. 5. APPLICATION OF CHEMICAL CONTROL FOR FUNGUS. BACTERIAL. AND VIRAL INFESTATIONS. 6. MONITORING OF VINES AND "ESPALIERED" PLANTS TO INSURE THEY ARE NEATLY PRUNED AND SECURELY ATTACHED TO WALLS OR FENCES. 7. MAINTAIN MEDIUM GRIND SHREDDED MULCH AT A UNIFORM 3" TIIICKNESS IN ORDER TO SUPPRESS WEED GROWTII, MINIMIZE THE USE OF HERBICIDES AND CONSERVE WATER. ENSURE PLANTS ARE NOT COVERED AT BASE OF STEM. FREQUENCY: I. PRUNING SHOULD BE DONE AS NEEDED TO PREVENT SI-IRUllS AND PLANTS FROM BECOMING "RANGEY" AND TO CONTAIN "11-IEIR SIZE. PRIJNIN(, SHOULD BE DONE WITH CARE NOT TO "POODLE" SHRUBS. ALL TRIMMINGS SHOULD BE PROMPTLY REMOVED FROM TIIE SITE. 2. APPLICATION OF INSECTICIDES, ONLY AS REQUIRED. 3. AS SNAILS CAN BE A PROBLEM IN THIS AREA, SNAIL BAIT SHOULD BE APPLIED AS REQUIRED TO CONTROL THE PROBLEM. 4. FERTILIZATION OF SI-IRUlJS WILL OCCUR IN CONnlNCTION WITH THE FERTILIZATION OF GROUND COVER AREAS, AS DISCUSSED EARLIER. SHRUBS SHOULD BE REGULARLY MONITORED FOR SIGNS OF MICRO-NlJTRTENT DEFICIENCY, AND TREATED ACCORDINGLY AS NEEDED. 5. APPLTCA TTON OF FlmGTCIDES, BACTERICIDES, ETC., AS SYMPTOMS APPEAR. 6. VlNES AND ESPALIERS SHOULD BE MONITORED ON AN "ON-GOING" BASIS. EFFECTS OF DEFERRED MAINTENANCE: I. NEGLECT WOULD RESULT IN DETERIORATION OF THE SHRUBS , EVENTUALLY REQUIRING REMOVAL, REPLACEMENT, OR "DRASTIC" PRUNING OF SHRUBS, AND LOSS OF AESTHETIC APPEARANCE. S J H APPROVED FOR !RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. !and.,cape r,r('/i1rectnre land plrrnning 7859 Sitio Coco Carlsbad, CA 92008 TEL 949 276 ti.lCTO "'"'"" SJarnt.com AS-BUILT RCE ___ _ EXP _____ _ DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD 20.0 WATERING 1---------,f-----t-------------+--+------+-----+--------II S1H.E7ETII ::==:=::::=:....=· ======P=LA=:N=:N=:l=N::::G=:D::::l=Vl::::S=:10::::N======'. I A. IMMED!A TELY AFTER PLANTING, W ;\ TER SHALL BE APPLIED BY HOSE IN A MOD ERA TE STREAM IN THE PLANTING HOLES UNTIL THE MATERIAL ABOUT THE ROOTS IS COMPLETELY SATURATED FROM THE BOTTOM OF TI-IE IIOLE TO THE TOP OF THE GROUND. ll. PLANTS WHICH CANNOT BE WATERED EFFICIENTLY WITH THE EXISTING LANDSCAPE IMPROVEMENT PLANS FOR: CARLSBAD RANCH PA5, MARBRISA -VILLA 62 ~--+-----1------------------+----+---1----1------< I A_P_P_R_o_v_E_D_, _7'ii~~·~___,,.__,,. J,,~~~---. l..1,,t(,M ~ PLANNING / DATE INITIAL DESIGNER OF WORK Expiration Dote: 09 30 26 REVISION DESCRIPTION DATE INl11AL OTHER APPROVAL DATE INITIAL CITY APPROVAL DWN BY: KC CHKD BY: ~M~I __ RVWD BY: Ml PROJECT NO. LPC2025-0026 DEV 3006 DRAWING NO. ~28-9MM I C " C1 u '" "-~ "- N -0 > " "-" Fi -0 " -' -' > <'. ~ ii a, " " ~ ~ ,-. " 0 ~ w " 8 "' v " "" C, z <'. " 9 i'- u C. "-~ "- N -0 > " i 0 -0 N 0 N ~ N IE " \ ' ' -- ---· - -·--·----.-----;, ----- ,-·-- -•!l',f~j-~--~---;;;.;,.:s1-_::------------+i--~~r~-----:1,~-;-1 :·;-11 r // ----~--------------------__ -_---:::;.-c:. ,,. ------r, • 1,.- r VILLA 62 --r-- (I) -----7 "i'"'" I , -1·---.' I , I I ' - LIGHTING SCHEDULE SYM MANTFACTURER I MODEL I DESCRIPTION FX LUMJNAJRE DE DOWN LIGHT IDEAL FOR LARGE APPLICATIONS, 9,71N H X 3.0IN. DIA. r•E ORDER CODE: DE, ALUMINUM ALLOY, (87) BRONZE METALLJC, MINI J-BOX FOR 1/21N THR LAMP: DE-9LED, JOW I 0. 7VA, 2700K, IJEAMSPREAD: SPOT FX LUMINAJRE NP LARGE DIRECTIONAL UP LIGHT IDEAL FOR LARGE LANDSCAPE rEATURES. 8.381N. H X 2.661N. DIA. ◄~ ORDER CODE: NP, ALUMINUM ALLOY, (BZ) BRONZE METALLIC, GROUND MOUNT LAMP: NP-9LED, !OW I0.7VA, 2700K, BEAMSPRl:AD: NARROW FLOOD &81 FX LUMINAIRE LUXOR 300 PART NUMBER: Im FX LUMINAIRE LUXOR LSAT NOTES: L LIGHTING LAYOUT AND PRODUCTS FOR DESIGN INTENT AND BIDDING PURPOSES ONLY. QTY 6 19 I 1 s 2. CONTRACTOR SHALL FILED VERIFY AND COORDINATE CONNECTIONS/ LIGHTING TYPES WITH EXISTING LIGHTING ON SITE. -~s---­,r- ---------_________ _s__ ,, ~---,_-re ----- Know what's below. Call before you dig. ---, ·- I_ -- ----------;- SJ, , \ LIMIT OF WORK LINE / /----- S J R landscape arc·hire,.nire land _p/a""'"g 7859 Sitio Coco Carlsbad. CA 92008 JEL9491i6650IJ www.r1a1nc com GRAPHIC SCALE 10' 10' ~ I __ _ SCALE: 1" = 10' APPRO V[O FOR !RR/GA TION ANO PLANTING ONLY, INCLUDING PR[CIS[ LOCATION OF PLANTING AREA. AS-BUILT RCE ___ _ EXP _____ _ DATE 30' I > ~ ~ ~ t------------------------------tdi " :;! REVIEWED BY: < :,; INSPECTOR DATE ~ ~ .-----,----.-------------------------,-----,---_,_.,.. ___ .,.. ___ ,... ____ _,_ ________________________ -le 1-----+--+-------------+--+----+----+---t I S1HE8ET 11 CITY o F CARLSBAD _ PLANNING DIVISION t----t----+----------------t------t----+---+------1 ~LA==N==DS::C::A'-.,'.P==E===IM:::P==R==o=VE~ME~N==T=P==LAN===::::s:::F:;::O=R:::::::::::=====:::: ~ " " CARL'lBAD RANCH PA5, MARBRISA -VILLA 62 DATE INITIAL 1----+----+-------------------+----+-----<I-------+----< I APPROVED: /,4 II , • d. C// JU.A,( Q,1,IU0/ PLANNING / ~D:'.:'.:W::;:N=_;B::Y=: =K:::C;::::::::;-;::::::':::;P:;;R:;;:O:;;Jl;J::C:=T;::::::N:;;:O=. =~;:;;D;:;R::A:::W:::1 N:::G;;:.:::N::O~. ~ CHKD BY: ~M-1_ LPC2025-0026 28-9MM ~ RVWD BY: Ml DEV 3006 '2 DESIGNER OF WORK REVISION DATE INITIAL DATE INITIAL DESCRIPTION OTHER APPROVAL CITY APPROVAL Expiration Date: 09-30~26 L------~;;..::::::::,:..;;:;::.::;~:;;;;;;L ______ J.._ __________________ ..L,. _____ _. ______ .L _______________________ ___J<