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Home My WebLink AboutDWG 484-2M; CT 13-05; STATE STREET TOWNHOMES RESIDENTIAL-MODELS; 01-15LEGEND ~ DIAMETER (33.60) EXISTING SPOT ELEVATION FF FINISH FLOOR ELEVATION 33.60 PROPOSED SPOT ELEVATION GF GARAGE FLOOR ELEVATION HT HEIGHT PE PAD ELEVATION BCR BEGll·INING OF CURB RADIUS TW TOP OF WALL ECR END OF CURB RADIUS TF TOP OF FOOTING ELEVATION TC TOP OF CURB BW BOTTOM OF WALL BC BOTTOM OF CURB TS TOP OF STEP EJ EXPANSION JOINT BS BOTTOM OF STEP SJ SCORE JOINT CB CATCH BASIN SC SAW CUT FG FINISH GRADE R RADIUS FS FINISH SURFACE RDWD REDWOOD HP HIGH POINT HOR HEADER LP LOW POINT LA LANDSCAPE ARCHITECT FL FLOW LINE MIN MlfllMUM oc ON CENTER MAX MAXIMUM CB CATCH BASIN MJ MASTIC JOINT TG TOP OF GRATE ELEVATION TYP TYPICAL INV INVERT ELEVATION PA PLANTING AREA 88 BOND BEAM ELEVATION FOB FACE OF BUILDING v:::,, ALIGN 0 DECK DRAIN 1.0% GRADIENT IN PERCENTAGE 0 TURF DRAIN 4:1 RATIO: 4' HORIZONTAL DISTANCE PER 1' OF ,,..--31-/ PROPOSED CONTOUR VERTICAL HEIGHT R RIDGE __ ,,___,-EXISTING CONTOUR -=----GB GRADE BREAK ( C =::)) BERM -BUILT-UP ~ -LANDSCAPE GRADE DIRECTION OF FLOW e-DETAIL REFERENCE DRAINAGE PIPE -SHEET LOCATION e-SECTION REFERENCE ATRIUM DRAIN -SHEET LOCATION CONSULTANTS ARCHITECT WITHEE MALCOLM ARCHITECTS 2251 W. 190TH STREET TORRANCE, CA 90504 PHONE: (310) 217-8885 CONTACT: CHRISTOPHER JONICK LANDSCAPE ARCHITECT SUMMMERS/MURPHY & PARTNERS, INC 34197 PACIFIC COAST HIGHWAY, STE 200 DANA POINT, CA CONTACT: WIL PINAROC PHONE: (949) 443-1446 CIVIL ENGINEER ADAMS-STREETER CIVIL ENGINEERS 15 CORPARATE PARK IRVINE, CA 92606 PHONE: (949) 474-2330 CONTACT: MO ABADI IRRIGATION SUMMMERS/MURPHY & PARTNERS, INC 34197 PACIFIC COAST HIGHWAY, STE 200 DANA POINT, CA CONTACT: MIKE MCMILLEN PHONE: (949) 443-1446 NOTES 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, TRANSPORTATION, MATERIALS, AND SERVICES NECESSARY TO FURNISH AND INSTALL ALL CONSTRUCTION ELEMENTS AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 2. ALL WORK SHALL BE PERFORMED BY A CALIFORNIA LICENSED CONTRACTOR. 3. CONSTRUCTION AND INSTALLATION OF ALL LANDSCAPE ITEMS SHALL BE ACCORDING TO STATE, COUNTY AND LOCAL CODES, ORDINANCES AND UP TO CAL-OSHA SAFETY ORDERS REGARDING PERFORMANCE OF WORK. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH THE NATURE AND LOCATION OF ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. THE CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ALL COSTS INCURRED DUE TO DAMAGE AND/OR REPLACEMENT OF SAID UTILITIES, INCLUDING DELAYS. 5. ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT DOCUMENTS AND/OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT IMMEDIATELY. ALL WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL THE DISCREPANCIES HAVE BEEN RESOLVED BY THE OWNER (JOB SUPERINTENDENT) OR LANDSCAPE ARCHITECT IN WRITING. ANY CONTINUATION OF WORK PRIOR TO THE RESOLUTION OF DISCREPANCIES IS AT THE CONTRACTOR'S RISK AND EXPENSE. 6. A SEPARATE CITY REVIEW AND AND APPROVAL IS REQUIRED FOR ANY PORTION OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGATION ONLY. 7, CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK SO THAT THE LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE THE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW. DI RT DIAL TOLL FREE 1 -800 -422 -4133 AT LEAST TWO DAYS BEFORE YOU DJG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA C:\DRA'MNC FILES\flfLE SHEETS\XXXX.DWC 5/15/20!2 MODEL HOMES 2531~2601 CARLSBAD, S'f ATE STREE'f CALIFORNIA VICINITY MAP CITY OF OCEANSIDE ?a IGA AVE {I( NOT TO ~SCALE CITY OF VISTA CITY OF ,,__-\LI SAN MARCOS LOCATION MAP PROJECT SITE DHAWING INDEX: SH[[T TITLE SHEET NUMBER Tl TL[ S/-/[[T 1 CONSTRUCTION PLAN 2 CONSTRUCTION O[TA/LS 3 CONSTRUCTION O[TA/LS 4 CONSTRUCTION SP[C/FICA TIONS 5 R[CYCL[O WA T[R TITL[ S/--/[[T 6 /RR/GA TION PLAN 7 /RR/CATION L[C[NO AND CALCULATIONS R /RR/GA TION O[TAILS 9 /RR/GA TION O[TA/LS 10 IRRIG. SP[CIFICA TIONS 11 I .-/--OJ /\f\/ 12 S1-/RUB PLAN 13 PLANTING O[TAILS 14 PLANTING SP[C/FICA TIONS 15 DECLAHATION OF RESPONSIBLE CHARGE: CONSISTENT WIT/-/ CURF<ENT STANDARDS. I 1-/EREBY DECLARE Tl-IA T I AM Tl-IE LICENSED DESIGNER OF WORK FOR T/-1/S PROJECT, TI-IAT I /-IA VE EXERCISED RESPONSIBLE CI-IARG[ OVER Tl-IE DESIGN OF T/-1/S PROJECT AS DEFINED IN SECTION 6703 OF Tl-I[ BUSINESS AND PROFESSIONS GODE AND Tl-IA T Tl-IE DESIGN IS I UNDERSTAND Tl-IA T Tl-/[ C/-/[CK OF PROJECT DRAWINGS ANO SPECIF/CATIONS BY Tl-I[ CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF [NI/IRONMENTAL /-/[ALT/-/ IS CONFINED TO A REVIEW ONLY AND DOES NOT REL/EVE ME, AS Tl-/[ LICENSED DESIGNER OF WORK, OF MY R[SPONS/8/L/Tl[S FOR PROJECT DESIGN. T/-/ESE PLANS /-/AVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WIT/-/ THE APPROVED LANDSCAPE CONCEPT PLAN, WATER GONS[RVA TION PLAN, FIR[ PROTECTION PLAN, ANO ALL CONDITIONS OF APPROVAL RELA TEO TO LANDSCAPING. PACIFIC OCEAN ~ CITY OF ENCINITAS _,.. ~NOT TO -'.er' SCALE BY G::~_::~---------------------------- P/-IONE NO: ( 949 ) 443-1446 R[GISTRA TION NO.· -~18~8~1 ___ EXPIRATION DATE: 07-31-2016 INDEX MAP APPLICANT# CT13-05, TAYLOR MORRISON 8105 IRVINE CENTER DRIVE, SUITE 1450 IRVINE, CA 92618 PHONE: 949 341-1289 CONTACT: APRIL TORNILLO RP13-15 "' NDSC4pc . MurpJiy -1...-p_ /,co---~ % S1griature 7-31-2016 ~ Renewal (),:Jte .,.. Ol-1t-15 ,t- ,Jl..1': D<lte ..::,,.'\.I?' -1h------~-ii--'-' Op CAL\TO PREPARED BY: • • MODELS 46 & 47 \ ... SUMMERS/MURPHY & PARTNERS, INC. LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 (949) 443-1446 FAX (949) 443-1631 NOT TO SCALE 1 WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE ANO /RR/GA TION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULA T/ONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WIT/-/ THOSE REGULATIONS ANO THE LANO SCAPE MANUAL I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULA T/Ul>lc,'--+U PROVIDE EFFICIENT US[ OF WATER. BY: Pl-ION[ NO: ( 949) _4_4_3-_1_4_4_6 ____ _ R[CISTRA TION NO: 1881 EXP/RATION DATE: 07-31-2016 BACKFLOW PHEVENTER TESTING: ALL /RR/GA T/ON BACKFLOW PREVENTERS 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 ANO BAGKFLOW PREVENTER SHALL BE "SC/-l[OULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT: HTTP:/ /WWW. CARLSBADCA. GOV /SERV/CES/DEPAR TMENTS/WA TER/DOCUMENTS/RECYCL[O WA TERBACKFLOWTESTERLIST. PDF FOR RECYCLED OR HTTP: //WWW.CARLSBAOCA.GOV /SERVICES/DEPARTMENTS/WATER/DOCUMENTS/WA TERBACKFLOWTESTERLIST.POF FOR POTABLE OR GALL (760) 438-2722. INSPECTION PROCEDUHES: INSPECTION PROCEDURES: INSPECTION OF Tl-/[ PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF WORK, OR /-/IS DESIGN A TED AGENT. REFER TO THE SPECIF/CA T/ONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS ANO REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION /-/AS BEEN COMPLETED BY SUBMITTING THE "CERT/FICA TION OF COMPLETION" FORM. A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MAO[ BY CALLING THE INSPECTION u st ~ 0 £::! 0 "' -N r ~ UJ (/) 0 z UJ r :5 <( 0.. 0 ..J 0 0::: r 116 u z <( ..J 0.. 0.. ~ (/) REQUEST LINE. ,-------------------, "CERTIFICATION OF COMPLETION" FORM FAX TO: (760) 944-8943, LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 602-4602. PHIOH TO BEGINNING LANDSCAPE WORK: Tl-/[ CONTRACTOR S/-IALL CONTACT THE DESIGNER OF WORK PRIOR TO BEGINNING LANDSCAPE WORK ANO THE DESIGNER OF WORK SHALL REVIEW THE PROJECT UTILITY LOCATIONS ANO REVISE PLANS ACCORD/NGL Y TO FULLY SCREEN ALL UTILITIES FROM VIEW AND PROTECT ALL UTILITIES (ABOVE & BELOW GRADE) FROM INVASIVE PLANT GROWTH AND ROOTS. I SH1ET I APPRO VEO FOR !RR/GA TlOf\/ ANO PLANT!f\/G Of\lL Y, INCLUDING PRECISE LOCA T/0(\/ or PLAN TING AREA. 11 AS RCE EXP. DATE REV IE1,/ED BY, INSPECT DR DATE CITY OF' CARLSB1\D SHEETS PLANNl~IG DIVISIO~I 15 LANDSCAPE IMPROVEMENT PLANS FOR STATE STREET TOWNHOMES RESIDENTIAL-MODELS TITLE SHEET APP ROI/ED: PLANNl~IG f--::--DA:-c:Tc=-E-t--cclNc=ITl-ccAL--+----------------t---D-A T-E--+-lf_ll_flA-L-I--DA_T_E-t--1f-llT-IA-L-I ~D:=W=N=:;=B==Y:== __ =_=~~;--~=-=-=-=-=P-=R-=0-=J-E=C-=T-=-~=1-0=-.=-=-=-,::;-;:::D=R=A='i'=/I ~=I G=N::::::0. DESIGNER OF 'I/ORK REVISIO~I DESCRIPTION OTHER APPROVAL CITY APPROVAL ~~~g ~~: ---CT 13-05 484-2M NO. DESCRIPTION DETAIL/SHEET FOR BIDDING PURPOSES ONLY. VERIFY FINAL SELECTIONS WITH LANDSCAPE ARCHITECT. SITE S-1 S-2 S-3 S-4 S-5 S-6 S-7 S-8 S-9 S-10 S-11 S-12 PRODUCTION SIDEWALK REFER TO CIVIL ENGINEER'S PLANS PRODUCTION DRIVEWAYS REFER TO CIVIL ENGINEER'S PLANS PRODUCTION PROPERTY FENCE/WALL AND PILASTER AND DWG 484-2L REFER TO CIVIL ENGINEER'S PLANS TEMPORARY (TO BE REMOVED AT TIME OF MODEL BUILD-OUT AND REDEVELOPMENT TO BE CONSISTENT TO THE "STANDARD PRODUCTION" PLANS.) CONCRETE WALK COLOR, FINISH: MATCH PRODUCTION SIDEWALK HANDICAP PARKING STALL AND LOADING ZONE -AC PAVING TEMPORARY TRAP FENCE COLOR: BY OWNER DECORATIVE POTS POTS: BY POT CO. CONSTRUCTION SCREEN FENCE BY OWNER 1 5 3 INTERLOCKING PAVING WI CONCRETE BAND 2 MATERIAL: BELLA BLEND-CATALINA MOD. 3"X6" 6"X6" AND 6"X 9" AVAIL. BELGARD (1.877.235.4273) CONCRETE BAND COLOR: SCOFIELD MESA BEIGE 18" AND 36" H RAISED BIO RETENTION PATIO PLANTER 4 MATERIAL: ORCO BLOCK BLOCK: WHITE COMBED FACE CAP: WHITE PRECISION CAP 2"X8"X16" 3 3 3 3 4 PROJECT SIGNAGE /MONUMENTATION 4 3 MATERIAL: ORCO BLOCK BLOCK: WHITE COMBED FACE (ON BACK SIDE) PAINT COLOR (FRONT SIDE): SW 6991 BLACK MAGIC FROM SHERWIN WILLIAMS CORTEN STEEL-PER SIGNAGE CONTRACTOR VERTICAL PLANTER WALL-VGM3-06 AVAIL. TOURNESOL 1-3 4 CONTACT: JON WILLINGHAM (714) 743-2973 CAP: WHITE PRECISION CAP 2"X8"X16" CLUSTER MAIL BOX UNITS 5 4 MFG: SALSBURY CLUSTER MAILBOX UNIT MODEL: 3316 COLOR: T,B,S, BY OWNER C: DRAWING FILES TITLE SHEETS CLS□-IP.OWG REVlSED: 5 15 2012 ! S-3 S-1 ' \' ! ! I i • I \ I I I' l I I _I I I l ! I i' PA '] I I I I I I I r I I SYMBOL LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION PA PLANTING AREA FOB FACE OF BUILDING EJ EXPANSION JOINT [3:J ELECTRIC SERVICE BOX PROPOSED STEP LOCATION [a] TRANSFORMER SLAB BOX ~ ® t r TYP, ~ ALIGN CALL OUT CENTER LINE STREET LIGHT TYPICAL PROPERTY LINE EARTH MOUNDING s I GN LEGEND (SUPPLIED BY OWNER, INSTALLED BY CONTRACTOR) A SALES INFORMATION SIGN B MODEL IDENTIFICATION SIGN C PARKING LOT SIGN D HANDICAP PARKING SIGN· PER CITY OF CARLSBAD SPECIFICATIONS E HANDICAP ACCESSIBLE RESTROOM SIGN F WATER EFFICIENT LANDSCAPE SIGN. SIZE SIGN SO THAT IT IS VISIBLE AND READABLE FROM ROADWAY. SIGN SHALL BE WHITE WITH BLACK CAPITAL LETTING AT LEAST 2 INCHES HIGH & SHALL STATE" THIS MODEL HOUSE USES WATER EFFICIENT LANDSCAPING ANO IRRIGATION". G PROJECT MONUMENT SIGNAGE NOTES ALL PROJECT SIGNAGE AND MONUMENTS SHALL REQUIRE A SEPPERATE PERIIIT UNDER THE CITY OF CARLSBAD SIGflAGE REVIEW PROCESS. NOTE: AN ENCROACHMENT PERMIT WILL BE REQUIRED FOR ALL ENHANCED PAVING LOCATED WITHIN THE RIGHT·OF·WAY AND PUBLIC UTILITY EASMENT. NOTE: ALL PLAMTER AHEAS ADJACENT TO STRUCTURES TO HAI/EA 2% POSITIVE SURFACE DRAINAGE-REFER TO CIVIL ENGINEERS PRECISE GRADING PLAN, GENERAL NOTES: ALL TEMPORARY FEATURES SHALL BE REMOVED AT TIME OF MODEL BUILD-OUT AND REDEVELOPMENT TO BE CONSISTENT TO THE "STANDARD PRODUCTION" PLANS. ALL DOORS THRESHOLDS AND ADA WALKWAY SHALL COMPLY WITH 2011 CBC DIVISION 111, SECTION 113B-GENERAL ACCESSIBILITY FOR ENTRANCES, EXITS AND PATHS OF TRAVEL. INSTALLATION SHALL MEET CURRENT ADA REGULATIONS INCLUDING FIXTURES, GRAB BARS, SIGNAGE, TURNING RADIUS AND THRESHOLD. LANDSCAPE LEGEND: [> [> [> [> 000 --0-----□ ADA PATH OF TRAVEL PEDESTRIAN PATH OF TRAVEL TRAP FENCE CONSTRUCTION SCREEN FENCE PRODUCTION WALL PILASTER S-6 -----. - 1- / PA S-11 I I ,: I I I I I I I I NOTES: ,. I \ I. ., I I Ki /:< I I •n ~, ' u., '/ 3; I ✓ I J 1i!! /°' I i I PROPERTY LINE NOTES: RIGHT·OF-WAY NOTE: STOPPING SIGN DISTANCE (SSD=150') NOTES: 7n L'.j G l ! i ALL PROJECT SIGNAGE AND MONUMENTS SHALL REQUIRE A SEPPERA TE PERMIT UNDER THE CITY OF CARLSBAD SIGNAGE REVIEW PROCESS. LOT46 UNIT B1 P=39.4 -------- FF=40.30 J I I I S-1 I NOTE: SHADED A~EA DENOTES S-4 S-7 TEMP, PAVING FqR MODEL PHASE CONSTRUCTION NOTES: I I S-8 C S-2 LIMIT JF WORK I 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ADJUST AS NECESSARY WHILE MAINTAINING THE DESIGN CONCEPT. 2. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING ANY WORK AND CONTACT LANDSCAPE ARCHITECT FOR AUTHORIZATION IF MODIFICATIONS ARE NECESSARY. 0 3. PAVING CONTRACTOR SHALL COORDINATE WITH DRAINAGE CONTRACTOR, IRRIGATION CONTRACTOR AND ELECTRICIAN TO ENSURE THAT ALL SLEEVES AND CROSSINGS ARE PROVIDED PRIOR TO PLACING OF PAVING, CONCRETE, ETC. 4, VERIFY WITH THE PROJECT SOILS ENGINEER THE NEED FOR REINFORCING, BASE MATERIALS, PRESATURATION, ETC,, FOR WALKS, PATIOS, FOOTINGS, ETC, 5. EXPANSION JOINTS OCCUR AT BOTTOM OF STEPS, CHANGE IN DIRECTION OF CONCRETE WALKS, ADJACENT TO BUILDINGS AND WHERE NEW CONCRETE PAVING ABUTS EXISTING SIDEWALKS AND/OR CURBS. THE RECOMMENDED SPACING FOR EXPANSION JOINTS IN WALKS IS 16'-O" O,C, FOR CONTINUOUS WALKS UNLESS OTHERWISE RECOMMENDED BY SOILS ENGINEER. 6. SCORE JOINTS OCCUR WHERE SHOWN ON PLAN AND AS NECESSARY TO MINIMIZE AND CONTROL CRACKING OF CONCRETE PAVING, 7. ALL CONSTRUCTION SHALL CONFORM TO ALL LOCAL CODES AND ORDINANCES, 8. FINISH SURFACE OF CONCRETE TO BE 1/2" MINIMUM BELOW STUCCO SCREED; VERIFY IN FIELD AND ADJUST GRADES IF NECESSARY TO ACHIEVE THIS. 9. ALL HORIZONTAL CONTROL FOR WALLS OR FENCES BY OTHERS, REFER TO CIVIL ENGINEER'S PLANS. 10. SLEEVE ALL UNDERGROUND WIRE FOR LOW VOLTAGE LIGHTING. 11. FOR GRADING AND DRAINAGE INFORMATION REFER TO CIVIL ENGINEER'S PLANS, 12, THIS MODEL HOME COMPLEX SHALL BE XERISCAPED AND SIGNAGE IDENTIFYING XERISCAPE LANDSCAPE PROVIDED BY OWNER. 13, NOTICE TO THE APPLICANT/OWNER/OWNER'S AGENT/ARCHITECT OR ENGINEER OF RECORD: BY USING THIS PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION/INSTALLATION OF THE WORK SPECIFIED HEREIN, YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF CITY OF SAN DIEGO FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIAL TESTl~IG AND OFF-SITE FABRICATION OF BUILDING COMPONENTS, CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND, AS REQUIRED BY THE CALIFORNIA CONSTRUCTION CODES. 14, CONTRACTOR/BUILDER/INSTALLER/SUB-CONTRACTOR/OWNER-BUILDER: BY USING THIS PERMITTED CONSTRUCTION; DRAWINGS FOR CONSTRUCTION/INSTALLATION OF THE WORK SPECIFIED HEREIN, YOU ACKNOWLEDGE AND ARE AWARE OF, THE REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS. YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF CITY OF SAN DIEGO FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIAL TESTING AND OFF-SITE FABRICATION OF BUILDING COMPONENTS, CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND, AS REQUIRED BY THE CALIFORNIA CONSTRUCTION CODES. l I SH~ET I NORTH SCALE: 1"=10'-o" 10 20 30 40 APPROVED FOR /RR/GA T/Ofll AND PLANT/fl/G Ofl/L Y, INCLUDING PF?EC'/SE LOCATION OF PLAfl/ Tlfl/G AREA. "AS BUILT" RCE ___ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD SHEETS PLANNING DIVISION 15 LANDSCAPE: IMPROVE:ME:NT PLANS F'OR: Underground Service Alert Call• TOLL FREE 1·800 422-4133 TWO WORKING DAYS BEFORE YOU DIG PREPARED BY: SUMMERS/MURPHY & PARTNERS, INC. ,1----+-----+-------------+----+---+-----+-----1 LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 (949) 443-1446 FAX (949) 443-1631 DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OIHER APPIWVAL CITY APPfWVAL STATE STREET TOWNHOMES RESIDENTIAL-MODELS CONSTRUCTION PLANS APPROVED: ~ li--~La-\t -; . .z, .1.::; PLAflNING OWN BY: PROJECT NO. Df!AWING NO, CHKD BY: CT 13-05 484-2M RVWD BY: \ 70 SQUARE INCHES 11-----DARK BLUE ,;=:;~::;;;;;;; BACKGROUND 80" OR 36" WHEN IN STAL ,ED ON WALL BLUE---------, REFLECTORIZED SIGN CONSTRUCTED OF PORCELAIN STEEL WITH BEADED TEXT OR EQUAL WHITE "MINIMUM FINE $250" 8" x 1'-0" x 18 GA. REFLECTIVE ;~r~~~t11:lvf~A_k1lc\t~~?~L't<;iE t TYP. @ VAN ACCESS STALL) STATEMENT REQUIRED BY SECTION 1129B.5 MAY BE COMBINED WITH THIS SIGN 2" DIAMETER GALVANIZED PIPE SET IN CONCRETE 18" BELOW GRADE 80" MIN. HEIGHT FOR FREE STANDING 36" MIN. HEIGHT FOR WALL MOUNTED TO TOP OF WALKING SURFACE NOTE: AREA OF SIGN TO BE MINIMUM OF 70 SQUARE INCHES. DESIGNATE FOR "VAN ACCESSIBLE" WHERE APPROPRIATE. ;~ MIN. 1: 8 5'-o" MAX. ~ I 36" I ----36"---- INTERNATIONAL SYMBOL OF ACCESSIBILITY 1: 12 \ 5 HANDICAP ACCESSIBLE PARKING SIGNAGE 4 .Jh:;,; ====c=!=~===='=========t n11. -",!'::{ LEGEND 1. CORTEN STEEL HORIZONTAL BANDS-SIZE VARIES 2. VERTICAL PLANTER WALL-REFER TO MATERIALS LEGEND 3. CMU BLOCK MASONRY CONSTRUCTION-REFER TO MATERIALS LEGEND 4. FINISH GRADE 5. TRAP FENCING-PROVIDED BY OWNER 6. PIN SET LETTERS-PROVIDED BY OWNER NOTE: • ALL PROJECT SIGNAGE AND MONUMENTS SHALL REQUIRE A SEPARATE PERMIT UNDER THE CITY OF CARLSBAD SIGNAGE REVIEW PROCESS. PROJECT SIGNAGE NOTE: • INSTALL LIVING WALL MODULES AND BRACKETS PER MANUFACTURER RECOMMENDATION. C: ORA'MNG FILES TITLE SHEETS CLSB-IP.OWG RE\llSED: 5 15 2012 [,. 1 15' 8" 6" k k k 6' 1 SECTION VIEW SCALE 3/4" = 1 '-0" LEGEND 4' O.C. 1. 5/8 X 2 TUBULAR STEEL TOP 2 AND BOTTOM RAILS, LAID FLAT 1 X 2 TUBULAR STEEL POST AT 4' O.C. ½" SQ. SOLID STEEL RAILS FINISH GRADE CONCRETE FOOTING k 1 I I I I 2. 3. 4. 5. 6. 7. 8. 9. DECORATIVE COVER PLATE OVER BRACKET COMPACTED SUBGRADE ,----._' a "' CONCRETE PAVING \,:: ' . ," I NOTES METAL 'L' BRACKET. BOLT THROUGH POST WITH (2) BOLTS, MOUNT TO CONCRETE WITH (2) BOLTS AND EPOXY OR APPROVED EQUAL. SET PERPENDICULAR TO FENCE. • ALL WELDS TO BE CONTINUOUS AND GROUND SMOOTH. • ALL EXPOSED SURFACES SHALL RECEIVE TWO (2) COATS MOISTURE-PROOF PRIMER AND TWO (2) FINISH COATS· REFER TO FINISH SCHEDULE FOR COLOR. • ALL CONNECTORS, FASTENERS AND OTHER HARDWARD TO BE HOT DIPPED GALVANIZED. 3 TRAP FENCING AND GATE T 1 LEGEN 1. CMU BLOCK -GROUT ALL CELLS 2. STUCCO FINISH· REFER TO FINISH SCHEDULE 3. FINISH GRADE 4. CONCRETE FOOTING -REFER TO STRUCTURAL ENGINEERING PLANS 5. COMPACT SUBGRADE · REFER TO SOILS REPORT 6. 7. 8. PIN SET CORTEN STEEL PANEL STRIPS· BY OWNER LIVING WALL MODULE-BY OWNER CMU WALL CAP-REFER TO FINISH SCHEDULE NOTE: I'/, I I • REFER TO STRUCTURAL ENGINEER'S DETAILS & CALCULATIONS FOR ALL CONNECTIONS, FOOTING, AND REINFORCING INFORMATION. Underground Service Alert Call• TOLL FREE 1·800 422·4133 TWO WORKING DAYS BEFORE YOU DIG 0 t I ' 8 ' ' . ' • q i ~ ~ 1 . 6 <} •• :__ --v 11--111--1 I 1_1111 I I_I IJr---0 :-111 .:. . ·.-. -11 1= I · · · I I .>. .· ._1 I ~~=tt;::::;.. •_.' -· -.=,e,.,,-,,.;,.,t.,-,1 -~ .'lj . ' ... '< ITT:-11 ~-· • • . . . -=I I -~~~~,,_~~~~~ --, "-TTT--, "-TTT-TTT-" -~ SCORE JOINT-SECTION VIEW SCALE: 1" = 1 '·0" FOOTING AT CONCRETE SCALE: NOT TO SCALE -1-. 'I~ i-r=111=r 1 • FOOTING AT GRADE L 9' x 9 ' ~ 7 SCALE NOT TO SCALE 1 1 3' t ' I \ 4 '" ' " " SINGLE GATE ELEVATION SCALE: 1/2" = 1 '-0" \ I ---------1----Wrr,l.eJ-, ,._ -, "-TTT--,. ,-ITT-TIT- EXPANSION JOINT-SECTION VIEW SCALE: 1" = 1 '·0" LEGEND 1. POLYSTYRENE JOINT CAP OVER EXPANSION BOARD. REMOVE TOP OF JOINT CAP PRIOR TO CAULKING. (SEE NOTE) 2. 3/8" WIDE FULL DEPTH ASPHALT SATURATED FIBER EXPANSION BOARD 6. REINFORCING STEEL· REFER TO SOILS REPORT FOR REQUIREMENTS 7. AGGREGATE SUB-BASE· REFER TO SOILS REPORT FOR DEPTH REQUIREMENTS 8. FINISH GRADE (__./] 3. CONCRETE PAVING· REFER TO FINISH SCHEDULE. SHEET LC-01 FOR COLOR, FINISH AND/OR PATTERN· REFER TO SOILS REPORT FOR THICKNESS 9. COMPACTED SUBGRADE · REFER TO SOILS REPORT FOR REQUIREMENTS 10. 1" MINIMUM, 2" AT TURF AREAS \ I ,, 1 4. 1/4" RADIUS· ALL EDGES 5. 3/4" DEEP X 3/8" WIDE (MAX.) SCORE JOINT WITH 1/4" RADIUS EDGES WHERE OCCURS SEE CONSTRUCTION PLAN CONCRETE PAVING I -_L.Y~~~=~~~~2::E=~::::i . I ~11111111111 ~~~~1......---~:.-......J ' -WI 11 1 ·1 II I 111 11 11 I 11 -I 111 TT7 SECTION VIEW SCALE: 1" ~ 1 '-0" LEGEND 1. FINISH GRADE 2. CONCRETE BAND-REFER TO FINISH SCHEDULE FOR COLOR 3. 2" SAND SETTING BED· REFER TO SOILS REPORT 4. INTERLOCKING PAVER -REFER TO FINISH SCHEDULE SCHEDULE 5. SUB-BASE MATERIAL -REFER TO SOILS REPORT, 2" MIN. THICKNESS 6. COMPACTED SUB GRADE NOTE: • REFER TO SOILS ENGINEER'S REPORT FOR MINIMUM THICKNESS OF CONCRETE, REINFORCING STEEL, COMPACTED SUBGRADE, AND SUB-BASE MATERIAL. NOTE: APPLY½" DEEP JOINT SEALANT (CAULKING) INTO GROOVE . SAND IN WITH #60 SILICA SAND. MATCH COLOR OF PAVING APPROVED FOR /RR/GA TIOAI ANO PLAN TING ONL ~ INCLUDIA/G PF<ECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE __ _ EXP. ___ _ DATE r--r--------------------------------------------------1 REVIEWED BY: 2 INTERLOCKING PAVERS l~ISPECTOR DATE 1 I SH~ET I CITY OF CARLSBAD SHEETS PLANNING DIVISION 15 LANDSCAPE: IMPROVEMI:N'l' PLANS f'OR: STATE STREET TOWNHOMES RESIDENTIAL-MODELS CONSTRUCTION DETAILS PREPARED BY: ll---+--+--------------l---+--1---1----11 APPROVED fr..d:_,\ l:f-t:,\~..o* SUMMERS/MURPHY & PARTNERS, INC.P-LA-N-Nl-NG---~~---'-'----~ LANDSCAPE ARCHITECTS :::;::===;::::::===:;--;:=========:-::.=.=.=.=.=.=.=.=:_. 34197 COAST HIGHWAY, SUITE 200 DATE INITIAL DAT" INITIAL DWN ElY: PROJECT NO. I DRAWING NO. DANA POINT, CALIFORNIA 92629 C DATE INITIAL CHKD BY: ___ , CT 13 05 484 2M (949) 443-1446 FAX (949) 443-1631 DESIGNER OF WORK REVISIO~I DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: L_ _____ -__ __J - LEGEND 1. PERFORATED PIPE TO RUN LENGTH OF PLANTER 2. STRUCTURAL WALLS WITH WATERPROOF MEMBRANE 3. DOWNSPOUT 4. SUB-BASE MATERIAL -REFER TO SOILS REPORT 5. COMPACTED SUB-GRADE 6. GRAVEi/SPLASH BLOCK 7. SOIL MIX TO MAINTAIN A MIN. PECULATION RATE OF 5" PER HOUR AND THROUGHOUT LIFE OF FACILITY. 8. GRAVEL DRAINAGE LAYER-CLASS 2 PERMEABLE, CAL TRANS SPECIFICATION 68-1.025 10. FLOW THROUGH PLANTER WALL-REFER TO FINISH SCHEDULE FOR MATERIALS 11. HOODED OVERFLOW SET 4" BELOW TOP OF PLANTER FINISH SURFACE, ADJACENT PAVING 13. PIPE TO APPROVED DISPOSAL POINT 14 BUILDING F.F. 15. FILTER FABRIC 16. HOPE IMPERMEABLE LINER ENCLOSED WITH GEOTEXTILE 17. WALL CAP-REFER TO FINISH SCHEDULE FOR MATERIALS NOTE: • REFER TO STRUCTURAL ENGINEER'S DETAILS & CALCULATIONS FOR ALL CONNECTIONS, FOOTING, AND REINFORCING INFORMATION. NOTE • REFER TO SOILS ENGINEER'S REPORT FOR MINIMUM THICKNESS OF CONCRETE, REINFORCING STEEL, COMPACTED SUBGRADE, AND SUB-BASE MATERIAL. (f) w rr: <( > PROPERTY LINE FOR UNITS WITH PALM TREE: 1, 2, 3, 7, 8, 9, 10, 11 & 17 5' ' ' . .14:.:B_" t:'l<!.C"'-!-1--"'-'--'l~---'-'· 3,_8 .. -·~·-'·----'--_;..-1'11''c°i'_S:_'.~ g!~--~,_2" w U) ,: [( wo : I W 0 f-f-"'0 0 (/) z (/) w -' z ::, F.F.=PER PLANI TYPE A 36" FLOW-THROUGH PLANTER NOTE: FOR FLOW THRU PLANTER WITH PALM TREE USE TYPE A. SEE LS ARCH PLANS WHERE PALM rnEES ARE SHOWN. FOR ALL OTHER USE IYPE B (/) w a' ~ MASTIC WATERPROOFING W/ PROTECTIVE MEMBRANE FASTENED TO WALL (MEMBRANE TO BE TAMKO TW-THRU WALL FLASHING OR APPV'D EQUAL) I ! .I VARIES ' I TYPE B I f / 3 18" FLOW-THROUGH PLANTER 4 BIO RETENTION PLANTER C: DRAWING FILES TITLE SHEETS CLSB-IP.DWG REVJSED: 5 15 2012 2" 6" DEEP UNIT SHOWN 11 1/2 APPROVAL: Signaiure authori.:es Tournesol Sitework.s to manufacture tile prcduct as shown ·- 0 0 0 0 C[rrrrrrmtttt1-rr_1_TI~, f 1 1~132 10" MOOULE 11 13/32 FOR I I - ALSO AVAILABLE 10" MODULE MODULE SPACJNG MODULE WIDTH MODULE BOX W/BRACKETS WIDTH -19 3/4--1-19 1/4-1-18 3/41 ILJuuu OOuu Ouuu [6ffp ~ ciffl: IHUJ '" "' LlLJ """ IUJI Ii l~LJLJLJ LJOLJLJ OLJLJO uLJ.□L1 :J□un 1i□LJLi I ,------,.--,,------.>=t ,--------,,----,•..--------.>=t ~r-"l•,--------,.--t I LJLJLJLJ LJLJLJLJ LJLJLJLJ ~1nn1 nnn~ .... ~11n~· I ,.----.--I ---------,,----F==;; J I II II II I I II II II I I II II II I 11000 r1nnn -1111111 I Ro□□ □□□□ □□-□□ 1 LJLJI 71jJI ~i1in1 J 22 22 1/2 23 1/2 MODULE GOX HEIGHT OVERALL MODULE HEIGHT MODULE SPACING f81 rn1 ~ 8 81 p rR, LIVING WALL MODULE DETAIL l.O GENERAL Guide Spcdlkation Section 07 0840-Gr(•('Jl \\'alls and LiYiuu \\'alls Tuurnesul l''G'1\l i\ludular Li,•ing I-Vall ,.',)·stem I. I \\'ORK JNCLUUI.U 9/16/2011 A. Provision .ind l1islnllalion orLivin_g mill pl,rn!ing moduks, mounting rail, frat111:sel, aud irrigation syst~ni:~ u:-; :,;lwwn in l>rawiug.s. U RELATED \\'ORK A Section 02660 \Valer Ui;;iribulion B. St'etiou on 10 It-rig,,1tiu11 Syskm C. Scdion 02900 Landscaping D. Sc;:diou 03300 C.1st-iu-l'bct.' •:oncrd,;., E. 8i:ction 06100 C.irpc-ntry F Si:L'lion 07GOO Sh,.:d J\-ldal 1.3 SUl.31\UTTALS A Producl Data: M,111ufot:turet·'s slandard t:alalug data ::;heels, slaml.inl product ddails as ro;:quir.:d for install,1lio11 anti inlc~raliun with other work. B. Shop Drawings: \-'or custom prodU(.'lS only, showing critical siz-:s and dirncn:,;ions for imlallaliou and iuk.grnliou with 01h1.•f work. 1.4 UELJVER\', STOR,\GE t\NU ll,\NULJNU A. lnspeel Tourncsol VGivl .:Vlodubr living wall system pad-:aging afkr ddivcry ror sigtts of d,nuage du1ing lransil. Confirm cmn·cl qua11lily ,md sizing of •:ornponeut:,; prim-lo imlallulion proc1.·ss. B. l'fntecl 'l'ourncsol V(l/\·1 J\ [odula!' livlng. wall system pad.:agillg from damage during slorngo;) and hamlliug. C. StoriJ livi 11g wall nwduks uua,:;sembkd, in thclr original pacbging. lt" rall is itt<;tallt>d prior lo limd as;;cmbly, slur<: fram,:sds s1:p;trnldy in lh..:ir original piLi.'kaging in di.'<lll, dry corn!ltion. l.5 l1KUJECT CO:-."!Jff[ONS A. Contractor to confirm thal thiJ wall bd1ind tlw li\'ing wall syslc111 be water tigbl. flll.E C LI. Engint:,·t· shall c.:r!il)' H1,1l Ow s!n1Glun: is c.ip,1bl~· or b1:atiu!:!, 111'.· load of ;1 modlliilf living w,dl system. ' 0 0) C. Contractor lo provick ackqu:rte ;;trnclural support l'or plallting, rail,;. U. Pwt,;.·r.:l insl:llkd mils front dantag~· by .idjar.:i:nl work. lJ. Pl:1nlcd Toutncsol VG\[ l\1lodL1br Living, wall moduks should be pl:1r.:-::cl on bulldiug only all-:r subslau[ial ~CJmpk-liCJn 0fprojc:cl lo protr.:r.:I plan(.-;_ 2.0 PRUIJUC l'~ 2. l ACCEPTABLE l'KODt:CTS/1'1,JANU'ACTUl<.El~S i\. Tourm·sol VG!',,!. 1-luclldar li1,,'i11g \Yidl til,mliug mCJduk·s, mounting Crnmi.' and fiamr.:s1:ts, manufocltll'1.;d by Tourne.sol Silt'.\VOt'li:s LLC. 30955 ~),m Arnonio St., llayward, CA 94544 Tel: (800) ;,12-2282 l'AX (; IU) 4 7I-62,IJ R,:v. I Ii 11 uu lhe"ir b:1d.. in thu nursery, and gtO\\.'!I in for 1-3 rnoul11s. P1op<Jr ~ID\\·-ill Ls essential for r..:tainiug planl~ i11 mmluks wht:11 th•J)' am muunlte<l Vt:1lic,11l_r. ft Coulratlur lo i11sp<!ul lht· 1miu1Lli11g lucaliun, lo del..:1mi11<J ,~uned posilioniug of mouniing rails, itTig.tliun plumbing. V!cd!Y a11dw1s sp0dlkd \;·ill suppot·l laad, and lhal ,1,al\ is suJfo.::h:utly prs:p.ir0d for Toums::;u\ VG\·! :;yst0m. J.2 [p.;,STALLA'J'IU:'1 .-\. i\foum rails an lwiltli11g 01 slt·d strndLllt.\ slariing with end r,1i! and using :1ssemhled moduli: with llrndd:-; as lt:111pl,11e for i!{ijace11L rnil:;. ll. lusl:111 iHigalio11 sy:;l0m pi.:r 1il:1m and spl.'ci(ic1lions [l! im lo mou11ting pl:rnli:d VCi.\l m(l([ules. C. Transpu1t plunkd moduks lo proj..:<:-l sik, lhi:n in.sl.ill llntd.,:ds OIL \;,1d1 moduk. Start with lowc:s( eutuss:, work IC.I\Vu.rds top. llaug bra..:kd/moduk t111il on rail, then ln.-;lall liual iui~•1tion iL1bi..ng p1iur to mo\·ing to next row. d [ 0---i ? ,,,__j I 3385 PEDES fAL 1~ RUBBER fuurno,;al Si!oworks 30955 Silll Anl011io S!rO<ll. Hay,·1aJd. CA 9454•1 (800) 5•12·22~2 ~,~ PAD 0 OD VGM SYSTEM DLM ~1#41 !® = 1 l!il I ; M] ™" 4/5/1010 VGM3 • SUB SUEl:f l GF 4 =~ er1.o.il1 e r1gine ering~rrn ilboxe s.coM =u I • I 5 MAILBOX DETAIL 2.20 Ll VJNU IV,\LL MOUULES A. i.\'1akrials -All modulo eli.n110nb shall bv co1l.'i!rnclcd CJ{' l 00% posl-CCJn:Hm1-er r~c.yded blaek polypropyk·w.:, i11Ld shall lut\'li a black synlho;;lic 1101HVOY-;!II soil rdi.!nlion bag. l3. Conslruclion -Aloduks sh:111 b-: conslrndcd io allow m:1ximum air p~oodration from the bnr.:k and sid..:s, ship utws;;cmbkd ror n::dur.:cd fr,_;ighl cost, am! :map togdhcr for quid~ assembly at llw nurnery. TIK' u11its \Viii haw 16 op,·nings across the fronl to support tl1;:: plankd soil 1,.;[o..:nti(m bag, willt suppkm,.;nlal ri:kntion bars to pri:v.:ul soil crusiuu. D. Uinisl1: black fa::tory linish~•{l. E . .Siz~s: Modules lob~ l8.75"w x 22"h, dllli.T G"tltir.:k (with 4" planting (kplh) lH 10·· thick (v,:ilh 8" pl,mtiug (kpth). Other (kplhs nwy be fobricakd us requirt:d. 2.21 UVINCi \VALL l\·[Ol)lJLE BIU\CKET A. i'viakrials-All moduk brar.:h:ts shall be: r.:unstruL:lcd oC304 staink:,:,, ::;kd and shall b1.· pmv,kr r.:,CJakd. l3. Conslrur.:lion .Uracki:ts \Vill b..: mad,;;: HS rig,hl and kB sid,~ bractcl, ofsullicitmt slt\·uglh lo suworl :1 250lb. load. D. Uinisb: BL.1ck powder coat-::d. l.t Sizes: To lit living wall nwduk:-;. ll1w.:k<:ts specifically m:mufi.telurr.:d for in rigl1l and kB sid-:s for both VGl\'l-10 and \f(_j).,L-06 moduk <li.!ptlts. 2.22 UVINCI \V Al.I, MCJDUI .Ji RAil. A. lvlaktlllls-All nwdulr.: rnils ;-;hull be cunstructcd of304 ;-;tainkss skel. U. Comlrui..'liou -lZuils sball lwv<.• doublu slut uwdul,;; mo,inliug, hoks, and \V<1llmount ltoh:s aloug lh~ rail. C. l:iuish: >lalmal slainkss sled. U. Sizes: Rails to hold I (2}-5/8"), 2 (47-1/<e"J or •l (94-1/2") moduks. Other sizes achk·ved Ly co111Liniug rails lugt·Lher. 2.J LIVlNG WAL,L,\CCESSORIES A. ,.\nd1on; -i;peeific:1[icm by eugin•:er, d0pending upun the wall conslrnclion and lorn] c:ockis. l.3. lrrigaliun -dtsign by others. Typical inst;ill;1tion utiliZl'S drip ifl'igaliot1 systt·m, with filtt\r, pr<.'::iSllJ\.' n:ducer, c.ontrolkr, fortilizer inj,,clion assembly. L\-fain lubing, running, vc:rtic:1lly aloug c:\l<;jt)' olh,ir rail, wilh 111ulli-OLtlld drip c_.millers lo,;,;a!i:.-d at each rnut.se or mocluks. l{oult, cfrip tubing from multi-uulkt <.:mitkr to top ol" moduk (3 tubc.:s per moduk). C. Planting J\.kdi,1 -s1i~ieilicalion by ollters, dcpGttding upon loc,1lion am! :1vallabk crnnJHmct1ls. Typical mt.idia utilizes lighlweighl 95°;;) inorgm1ic mix, largely of'c:alcirw day, sli.ltc, sand, perlitc or V(.:rn1iculilc .. Maximum saluralt.0d wdght should be less than 50 lbs/c.u. IL Additional \Ytllt:r relt:nliun m<lll.'rials may b~' adckd as rt,;quir,.-cl. J.O EXECCTIOi\ 3.1 l'REP ARATlO.'i i\. Tb~' li\'ing wall moduks. should biJ lrnn,sporkd, 11nasso;;mbkid, to tht.: uurst'l')' or localiCJn \\'hen.· lltt:y will bi..: plaukd and gromL in. t\foduks slwuld b1., ;1s::.<:mbkd (withoul lop), the soil n:nlimt b,1g pluc:t:d insidt· ,rnd lilkd with pbrtling media. Can: should b-: taken th:1t bag i.'i as full as possibk. Uag is to be [oldc:d uvc.T, a[I(\ lop .illar.:lled. 1.fodules should b,;.· pl,mli...:d R,:v. 11/1 I • [I] • [il • ~ "' Ml "' 11) • [j] " • I!] • 1!21 III ~e~ 0 • O 0 0 • III • I!}] .. • III • IHl • 00 • [j]j • Ml o• 00 [el ~ o• 2ll 0 0 00 ~ 00 '""' IOlU E. 62nd Stl'ee t CLUSTER BOX UNITS (16) MAILBOXES 3316 Los Angeles, CA 9UOU1 3300 SERIES 'F' CBUs (1) OUTGOING MAIL COMPARTMENT Phone, (8001 624-5269 Df/A,-1/G t,0. Fax, <BOO) 624-5299 , VAILABLE FDR USPS ACCESS DR PRIVATE ACCES, [100mm] t1DJ@rrro1crm RAIL SPACING RAJL SPACING RAIL SPACING W/0 OVERHANG CTR-To-cm W/OVERHANG -19 3/32--19 11/16-h ['18.Scm] [50cm] ' ~ ,, rr-r . )) II II A II )) II II II t 7. 75 II II II II [200mm] ANCHORS (2 PER MODULE PER RAIL) r ii I r r I I r ~ It,, =~:::;;=~i1=;===;;:=:::;:l~::::;::'.'::::;;==;1l·1 [1C--aa-( f f-'-!-~U H~) /I r / J 1,1'--'--'- i ANCHORS (2 PER MODULE 1 PER RAIL) , NO RAJL OVERHANG RAIL OVERHANG D~wm fcu1m;8ol Si\,.,wcrk~ WAY 9/16/2011 CHCKED -30955 San Antonia Strool, Ha,wanJ. CA 94544 (800) 542-2282 1(,,\ HILi: 'lfG VGM SYSTEM Al'PIIO~ED S~E I l~\0/G~O VGM3 -SUB I-· = I lst·EET 2 CF -1 1 LIVING WALL RAIL DETAIL 1 (2) PARCEL LOCKERS CAD_3316 I RAIL-TO-WALL MOUNTING HOLE SPACING 15 ~/4 0 0 0 0 1' 1 [ 40cm] -......____......._ ......._ RAIL ~70 3/4 [240cm] 1 1 ;,_ [60cm] MOUNT SPACING i~I [ 40cm] l;,f---+ ~47 114 [; 1111 [120cm] I' r-11 · 23 1;2 · 23 1;2 I • 11 [60cm] II I 1-r--~ ill 3-MODULE RAJL !I I [60cm] ! [40cm] I+--I -I !!J __ II 2-MODULE RAIL !-MODULE RAJL ,;.c.-------'--------------- I SHlET I A PPR O VED FOR !RR/GA T!OAI AA/O PLAAITING O/\/L Y, INCLUDIA/G PREC'/S[ LOCA T!ON OF PLANTING AREA. "AS BU IL T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD SHEETS PLANNING DIVISION 15 LANDSCAPE: [MPROVE:ME:NT PLANS FOR: Underground Service Alert STATE STREET TOWNHOMES RESIDENTIAL-MODELS CONSTRUCTION DETAILS 2 LIVING WALL SPECIFICATIONS Call• TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG PREPARED BY: I APPROVED: il-11--+-----t-----------+---+---le---l--l 0\'-0,t . .011 SUMMERS/MURPHY & PARTNERS, INC.P-LA-N-NI-NG-, -----~-~~- LANDSCAPE ARCHITECTS ;::;::;~;::;::;====:;-;:::========;-;=====: 34197 COAST HIGHWAY, SUITE 200 DATE INITIAL DATE OWN BY: DANA POINT, CALIFORNIA 92629 REVISION DESCRIPTIO~I INITIAL DATE INITIAL CHKD BY: --- (949) 443-1446 FAX (949) 443-1631 DESIGNER OF WORK OTflER APPrWI/AL CITY APPROVAL RVWD BY: PROJECT NO. CT 13-05 DRAWING NO. 484-2M ' I 1' rii.cll.LL A_ Contractual Relationship In the performance of this contract, Contractor shall t1old Landscape Architect and Owner harmless from any and all liability, costs and charges arisir1g out of, or in connection with, contractors, employees, or it's agent's negligence, omissions, errors. B. Errors or Conflicts If any errors or conflicts are discovered in the plans or notes, they shall be interpreted so as to accomplish the real purpose of those plans and notes. C. Adclitions, Deviations and Alterations No deviations or alterations from the plans and specifications will be permitted unless authorized by the Owner or the Landscape Architect. Should deviation from plans and notes become necessary due to conflicting site conditions, Owner and Landscape Architect shall approve in advance any such deviation. No additional work will be authorized without the express written authorization from the Owner. The Contractor shall comply with the obvious intent and meaning of these plans and specifications which shall be construed to include all labor, material, tools and equipment necessary to complete the work specified t1erein in a workmar1l1ke marmer in strict accordance with plans and notes. Should any questions arise as to the intent and interpretation of these plans and notes, Contractor shall refer to Owner and Landscape Architect whose decision thereon shall be final. E. Observation and Rejection of Materials and Workmanship All materials and workmanship furnlshed or performed by Contractor shall be subject to final observation and acceptance by Owner and Landscape Architect upon completion of all contract work whether previously paid for or not. At any and all times during the performance of this contract, Contractor shall make available for observation, test and approval. materials and workmanship. Failure of such observers to rnake observation, tests or approvals shall not prejudice the right of Landscape Architect or Owner on final observation. Contractor shall promptly replace any and all material, workmanship and equipment whid1 does not conform to the plans and notes. All materials used on this contract sr1all be new and Hie best marked quality unless specified otherwise. When so required by the Owner or Landscape Architect, Contractor shall submit for approval samples of tr1e various materials, and specify finish thereon. All construction shall conform to all local building codes and ordinances. It is Contractor's responsibility to verify all codes prior to commencing work. Contractor shall be responsible for verifying the location of all underground utilities, electric cables. conduits, sprinkler lines and all utility lines prior to any constructlon. I. Removal of Debris and Clean-Up Contractor shall thoroughly clean and keep free of debris and waste material entire construction area to the satisfaction of the Owner. The general conditions and any special conditions that Owner may require stiall apply wilt1 Irie same force anci effect as though written in full flerein for all construction sections. II. SITE EXCAVATION AND ROUGH GRADING Scope of Work -Provide all labor, materials, tools, equipment, transportation and necessary incidentals for the completion of all clearing, stripping, excavating, backfilling, grading and related work as shown on the drawings, including but not limited to the following: A. Protection of all curbs, walks, walls, structures and other existing work which is to remain. B. Clearing and stripping site of brush, debris and other foreign materials as outlined in the drawings. C. Excavation for all foundations and footings to the dimension and depth shown on the drawings. Bottoms of excavations shall be smooth and level. All loose material shall be removed tt1erefrorn. D. Subgrades shall be watered arid compacted to a relative compaction of 95%. E. Subgrades under all paving st1all be true to grade and cross section, tmrd, uniform and smootr1 prior to placement of base material. F. Backfilling of all excavations and trenches after placement of foundations, walls, walks, utilities, etc.,as outlined on the drawings. Compaction of backfill shall be in acceptance with Engineer's specifications. G. Grading of areas indicated in the drawings including bringing existing grades to witr1in 1/10 foot plus or minus. Final design grades as indicated ori the drawings H. Stockpiling of excavation material or import top soil fill and sand shall be as outlined on the drawings or as approved by Landscape Architect. !. Clean up and remove all debris and surplus material and remove from site. Ill. DRAINAGE Scope of Work -Provide all labor, materials, tools, equipment, transportation and necessary incidentals for the completion of all drainage systems as shown on the drawings, including but not limited to tt1e following: 1 Acrylonite Butalene -Styrene (ABS) Schedule 40 drain pipe, perforated or non-perforated in diameters shown on the drawings. 2. Basins and Drains -High impact plastic Styrene drain basins, catch basins with grates, high impact plastic Styrene deck drains, and/or precast concrete drain box and catch basins and cast iron grate in diameters and sizes as shown on the drawings. Stainless steel or brass deck drains in t1ardscape as shown on the drawings. B Trenct1ing and Laying Pipe 1. Trenches to pitch a minimum of 1/8'' per lout unless otherwise indicated on the drawings. Contractor to verify all invert elevations and trench depth prior to excavation. 2. Bottom of trench shall be snmotr1 and continuous to flow direction. A hollow shall be made to receive bell of pipe so the joint will not bear upon the subgrade. Adjustments to line and grade stiall be made by scraping away or filling in with backfill under the base of the pipe and not by wedging or blocking. 3. Trench material shall be used for backfill. However, no rocks or lumps shall be used. Welded joints shall be given at least 15 minutes setup before handling. Above the level of Initial backfill, the trench rnay be backfilled with trench material. 4. Compactlon -Compaction by tamping shall not be done in layers exceeding eight inches in loose deptt1 with each layer thoroughly compacted between. C. Clean-Up and Testing I. Prior to covering of trenches, drain line and basins shall be checked to insure proper flow and water tightness. 2. Tr1e piping systems shall be flushed and cleaned prior to connecting to existing drain line, catch basin or storm drain systems. 3. Upon completion of work, remove debris, tools and surplus material from site. C: \DRAWlNG FJLES\TITLE SHEETS\CLSB IP.OWG REVlSEO: 5/15/2012 IV. CONCRETE Scope of work -Provide all labor, materials, tools, equipment, transportation and necessary ir1cidentals for the completion of all concrete flatwork as shown on the drawings including but not limited to the following: A. Materials I. Cement-Standard Portland Cement, per designation C-150 of the ASTM Type ll, Ill, or V, low alkali, single brand throughout. Refer to Soil Engineer's Report for Recornrnendations. 2. Aggregate -ASTM Specification C-33 3/4" rnaximum size. Decorative aggregates or pea rock as shown on drawings. Fine natural sand, well graded conforming to ASTM C-144. 3. Water~ Water used shall be of potable quality. 4. Steel -Reinforcing steel for decks and walks to be intermediate grade deformed bars conforming to ASHA A-615 and/or Grade 40. Mesh ASTM A-496, size wt1ere shown on drawings. 5. Expanslon Joints -Asphalt impregnated felt. Polyfelt Ethafoam as indicated on the drawings 6. Control Joints -Saw cut joint 1/4 of slab thickness. Hand tooled score joints 1/4" deep 111ir1irnum where shown on the drawings. 7. Cold Joints -Butt type, butt type witr1 dowels. Screed key joint as indicated on tr1e drawings. 8. Joint Sealant -Two parts Polysulfide sealant as manufactured by Thiokol, Class AS, self leveling or multi-part polyurethane construction sealant by L.M. Scofield, in matching color. 9. Curing Material -Hunts process MD7C. 'Lithoct1rome' color wax for color conditioned concrete by L.M. Scofield, in matching color of concrete as indicated on tt1e drawings. ·10. Color Conditioned Concrete -'Chrornix' admixtures for integral colored concrete by L.M. Scofield Company. 1 I. Dust-On Color -'Lithochrorne' color hardener by L.M. Scofield Company. 12. Surface Retardant -'Lilhotex' top surface retarder as manufactured by L.M. Scofield Company, or 'Sika' surface retardant or 'Rugesol' as manufactured by Sika Corporation. 8. Subgrade 1. Grade all subgrades to a uniform deptr1 and compaction. Moisten all subgrades prior to pouring of concrete. 2. Cut all footings in undisturbed or compacted soil. 3 Place sand or aggregate base as shown on the drawings and as specified by a Soils Engineer. C. Forms I. Use only finished lumber. Set all forms true to grade and position. 2. Moisten all forms prior to pouring of concrete or use approved forrn release agents. D Expansion Joints l. Place expansion joints in concrete at intersection of concrete and fixed structures, i.e., garage, walls, base of steps, pool bond beam as indicated on the drawings. 2. Place control joint in concrete not to exceed a horizontal spacing as specified by a soils engineer. 3. Place construction joints in concrete where casting on concrete is to be stopped and subsequent casting is to be started. E. Concrete 1. Class A concrete shall contain not less than 5 sacks of cement per cubic yard and be proportioned to attain a maximum cylinder strength of 2,000 PS! in 28 days. Compressive strengths are to be determined in accordance with ASTM C-38. The slump shall not exceed 4". 2. Concrete mixing -All transit mixed concrete shall be mixed and delivered in accordance with the requirement of Standard Specifications for ready mixed concrete ASTM C-94. F. Concrete Finishing 1. Broom Finish -Tamp fresh concrete with t1eavy metal grid. Screed with straight edge to remove all irregularilles. Float to a smooth surface, steel trowel, and edge to an even hard surface. Score as indicated on drawings. Use a new manila hemp bristle broom. Brush markings on slab in uniform fashion as shown on the drawings. 2. Rock Salt Finish -Tamp fresh concrete witr1 t1eavy rnetal grid. Screed with straight edge to rernove all irregularities. Float to a smooth surface, steel trowel and edge to an even hard surface. Score as indicated on drawings Hand broadcast rock salt in even distribution and tarnp in. Wash off concrete with enough pressure to dissolve rock salt alter concrete has set 3. Pea Rock Retarded Finish -Tarnp fresh concrete with heavy metal grid. Screed with straight edge to remove all irregularities. Float to a smooth surface, steel trowel and edge to an even hard surface. Apply surface retardant to finished surface, prior to initial set per manufacturer's recommendations, L.M. Scoflelci, using sprayer. providing even distribution. Reveal aggregate by using water jet and coarse fiber brush to remove retardaflt paste from surface, washing thoroughly until surface is clean and exposure is complete and uniform. 4. Hand Seeded Aggregate Finist1 -Tamp fresh concrete with heavy metal grid. Screed with straight edge to remove all irregularities. Float to a smooth surface. Hand seed surface in uniform fashion over entire area keeping stone 1/2" minimum from edges and expansion joints. Tamp aggregate to a uniform deptr1 below concrete surface. 5. Stamped Concrete -Tamp fresh concrete with heavy metal grid. Screed with straight ecige to remove all irregularities. Float to a smooth surface. Apply color hardener 'Lithochrorne' by L.M. Scofield by the dry shake method using a minimum of 60 pounds per "100 square feet. Apply in 2 or more sr1akes and float after each shake. Trowel only after final floating while concrete is still plastic using imprinting tools to make pattern as shovm on the drawings. Apply color curing compound 'Lithochrome' color wax by L.M. Scofield Company using roller or sprayer. lf 'Bornacron' type surface is shown on drawings, a release agent rnust be applled prior to texturing the concrete. Color curing compound may be optional, as indicated on the drawings. 6. Sand Finish -Tamp fresh concrete with heavy metal grid. Screed with straight edge to remove all irregularities. Float to a smooth surface, steel trowel and edge to an even hard surface. Prior to set, lightly sponge surface to reveal small surface fines while not exposing aggregate. Alternate method, after initial set, surface to be washed with a diluted solution of muriatic acid and water, and brushed to reveal surface lines. Surface must be continuously wet to avoid acid burn. G. Clean-Up l. Upon completion of 'Nork, remove all forms, debris, material and tools from site. V. BLOCK MASONRY Scope of Work -Provide all labor, materials, tools, equipment, transportation and necessary incidentals for the completion of all block masonry as shown on the drawings, including but not limited to the following: A. Materials 1. Slump block units meeting grade A, ASTM C-90, concrete block units Grade A, ASTM C-90. 2. Cement -Standard Portland Cement ASTM designation C-150 Type I or I!, low alkali. 3. Sand -Clean, well grncied ASTM designation C-144. 4. Water -Water used shall be of potable quality. 5. Steel -Reinforced steel for wall to be Grade 40 deformed bars ASTM designation A-·165. 6. Concrete -Class A concrete minimum 2,000 PSI at 28 days. 7. Mortar• by volume, freshly prepared, uniformly mixed in ratio ·1 part cement, ·1/2 part lime putty, 4-1/4 parts sand, conforming to ASTM C-270. Omit lime putty if plastic cement is used. 8. Grout -by volume freshly prepared, uniformly mixed l part cement, 3 parts sand, 2 parts pea gravel. B. Laying of Masonry I. Lay all masoriry straight and true to line with vertical joints plumb over each airier. Horizontal joints shall be level. He2tders and corner units to show finished faces where exposed. Joints arid bor1d pattern to be as shown on the drawings C. Reinforcing 1. All bars in masonry shall be lapped a rninirnurn of 40 bar diameters. Dowels for walls and columns to be same size as wall reinforcing. Reier to Structural Engineer's specifications for all steel sizes and locations. D. Cutting of Masonry 1. No cutting of masonry units shall be allowed unless shown on Hie c!rawings. E. Grouting of Masonry 1. Grout all cells with vertical steel solid as shown on the drawings. 2. Grout all cells below grade solid. 3. Provicie minimum 3/4" between steel reinforcing and blocks. F. Weepholes 1. Open joint weep holes al 32" O.C. rnaximurn on bottom course of retaining walls with 1 cubic foot gravel if shovm on drawings or approved drainage system per Structural Engineer's specifications. G. Expansion Joints 1. Provide vertical expansion joints in wall per local code and Structural Engineer's specifications. H. Waterproofing 1. Waterproof all retaining walls below grade with asphalt emulsion, 2 coats. I. Cleaning 1. Clean all masonry work, remove all mortar stains. 2. Upon completion of work, remove all mortar droppings, debris, materials and tools from site. VI. BRICK MASONRY Scope of Wor'r(. -Provide all labor, materia!s, tools, equ'iprnent, transportation and necessary Incidentals tor the completion of all brick or stone masonry as shown on the drawings, including but not limited to the following· A. Materials l. Brick or stone conforming to ASTM A-62 grade MW as shown on the drawings. 2. Cement -Standard Portland Cement ASTM designation C-150, Type JI, Ill, or V low alkali single brand throughout. Refer to Soils Engineer's report for recommendations. 3 Sand -Clean, well graded ASTM designation C~144. 4. Water -Water used shall be of potable quality. 5. Steel -Reinforced steel for walls to be Grade 40 deformed bars ASTM c!esignation A-165. 6. Mortar~ by volume, freshly prepared, uniformly mixed ir1 ratio 1 part cement, 1/2 part lime putty, 3 parts sand, conforming to ASTM C-270. Omit lirne putty if plastic cement is used. 7. Grout -by volume, freshly prepared, uniformly mixed in ratio 1 part cement, 3 parts sand or ·1 part cement, 3 parts sand and 2 parts pea gravel. 8. Laying of Brick 1. Lay all masonry straight anci true to line with brick vertical joints plumb over each other. Horizontal joints shall be level. Headers and comer units to show finished faces where exposed. Joints and bond pattern to be as shown on the drawings. C. Reinforcing 1. All bars in masonry stmll be lapped a rninirnurn of 40 bar diameters. Dowels for walls and columns to be same size as wall reinforcing. Refer to Structural Engineer's specifications for all steel sizes and locations. D. Cutting of Masonry I. Use masonry saw for brick cuts unless specified otherwise. Bricks cut less than ·1/2 length shall not be used. Stone to be cut witt1 chisel and hammer. E. Grouting of Masonry 1. Grout core walls solid as shown on the drawings. 2. Provide minimum of 2-1/2" grout space between double brick walls. Provide minimum 3/4" between steel reinforcing and brick. H. Waterproofing 1. Waterproof all retaining walls below grade with asphalt emulsion, or other as specified by Soils Engineer. I. Cleaning and Sealing 1. Clean all masonry work. Remove all mortar stains. Remove alkali with solution of muriatic acid and water. Apply clear sealer to exposed surfaces if sf1own on the drawings. 2. Upon completion of work, remove all mortar droppings, debris, materials and tools from site. Vil. CARPENTRY Scope of work -Provide all labor, materials, tools, equipment, transportation and necessary incidentals for completion of all carpentry as shown on the drawings, including but not limited to the following: A. Materials 1. Wood -rough sawn, resawn, surfaced 4 sides where shown on the dra-.'lings, straight, sound, free frorn marks, pin head knots, sap pockets, slivers, and checks. Select grade or better wr1ere shown on the drawings. 2. Douglas Fir, Redwood, Western Red Cedar or as shown on the drawings. 3. Posts, Plates and other at-grade connections to be Hedwood, Western Red Cedar or pressure treated Douglas Fir as sr10wn on the drawings. 4. Hardware -column bases -'Simpson Strong Tie' or equal. Post caps and strap ties -'Simpson Strong Tie' or equal. Joist tmngers and heavy angles - 'Simpson Strong Tie' or equal. Screws, hinges, nails, bolts, and washers. All r1ardware material to be galvanized. 5. Stain and paint -as selected and shown on drawings. 6. Concrete -Class A minimum 2,000 PSI at 28 days. VIII. Metal Work /1\ B Rough Carpentry 1. Set all posts, beams, rails and framing plumb and true to line as shown on the drawings. 2. Connections~ make all connections as shown on the drawings.Splice lumber at posts only. Utilize all nail and/or bolt holes for all hardware. 3. Ease all top edges of exposed lumber for bench tops, low walls, etc., where surface contact is provided. 4 Post base -set post column base as shown on drawings, providing minim urn ·1" clear all sides from finished post base to top of paving. 5. Countersink nails and bolts in all locations where surface contact is provided, i.e., bench top etc. C. Painting and Stain 1. Fill all seams and cracks with Latex caulk and/or wood dough to insure an even surface. 2. Sand smooth all exposed surfaces is specified as S4S. 3. Prime all painted surfaces with one coat primer. 4. Paint with minimum two finish coats for painted surfaces. 5. Stain with minimum two finish coats for stain surfaces. D. Protection and Cleanup 1. Protect all existing work from paint overspray. 2. Upon completion of work, remove all scrap wood, debris, materials and tools from site. Scope of Work• Provide all labor, materials, tools, equipment, transportation and necessary incidentals for completion of all metal work where shown on the drawings, including but not limited to the following: A. Materials ·1. Steel tubing in sizes shown on the drawings ASTM designation 500 anc!/or hand forged, cold rolled wrought icon in sizes as shown on the drawings. 2. Hardware -hinges, latches, bolts, washers, screws, etc., to be heavy duty. 3. Concrete -Class A concrete minimum 2,000 PSI at 28 days and/or 'Par-Rock' as shown on the drawings. 4. Paint -Zinc Chromate primer, 'Rustoleurn' finish surface coats or equal. 'Metallzing' or galvanizing or powder coating if shown on the drawings. B. Fabrication and Installation 1. Contractor shall make all measurement for fabrication in field prior to starting work. 2. Horizontal bars to taper witt1 grade or step with grade as sflo'Nn on the drawings. Vertical bars to be plumb. C. Welding 1. Welding to comply with the requirements of standard code for ARC and gas welding. 2. Weld to only clean, rust-free surface 3. All welds to be continuous and free of cracks, craters and porosity. Tack welds not acceptable. 4. Grind smooth all exposed welds, match adjoining surfaces. 5. Plug all open enc!s and tops, and weld. D. Painting 1. Prime c:tll metal work with one coat Zinc Chromate primer. 2 Paint all metal work with 2 coats 'Rustoleurn' ir1 semi-gloss or flat as shown on tf1e drawings. Paint to be 4 mils minimum dry thickness each. 3. Prime and paint per above, all fielcl welds. E. Protection and Cleanup 1. Protect all existing work from paint overspmy. 2. Obtain Fire permit where required for on-site welding. 3. Upon completion of work, remove all scrap iron, debris, materials and tools frorn site. I ~HEET I APPRO \/ED roF? !RR/GA T!ON ANO PLAN TING 0/\/L Y, I/\/CLUOI/\IG PRECISE LOC'A T!ON or PLANTING AREA. "AS BU IL T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF' CARLSBAD SHEETS PLANNING DIVISION 15 LANDSCAPE IMPROVEMENT PLANS F'OR Underground Service Alert STATE STREET TOWNHOMES RESIDENTIAL-MODELS CONSTRUCTION SPECIFICATIONS ~ Call, TOLL FREE 1·800 422-4133 TWO WORKING DAYS BEFORE YOU DIG APPROVED: \ PREPARED BY: /f_;.,L 6(-f:'.-1~4 SUMMERS/MURPHY & PARTNERS, INC. 11----1-----\---------------l----l--~~----l----l ;::::PL=A=NN=IN='G===--;:::===========::::'. LANDSCAPE ARCHITECTS DWN BY: 34197 COAST HIGHWAY, SUITE 200 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY·. ___ _ DANA POINT, CALIFORNIA 92629 REVISION orSCRIP'flON (949) 443-1446 FAX (949) 443-1631 DESIGNER OF WORK I c. OTHER APPROVAL CITY APPROVAL f!VWD BY: PROJECT ~10. CT 13-05 DRAWING NO. 484-2M ,:111 GENERAL NO'fES RECYCLED WATER NOTES RECYCLED ¥VATER SYSTEM (PRIVA'fE) SHEET TITLE SHEET NUMBER I. ALL WORK 5/-/ALL 8[ DON[ IN ACCORDANCE WIT/-/ T/-1[ CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 2. DRINl<ING WA T[R FOUNTAINS AND 0[5/CNAT[D OUTDOOR [A TING AREAS S/-IALL 8[ PROTECTED AGAINST CONTACT WIT/-/ RECYCLED WATER SPRAY, MIST OR MISTING. TITLE S/-/EET /RR/GA T/ON PLAN "4 'r'QR8l8NE tv/7'iP /RR/GA T/ON LEGEND & --r Co -8--' 9 CALCS. +0-lb < 3. BEST MANAG[M[NT PRACTICES 5/-/ALL 8[ US[O TO [LIM/NAT[ OR CONTROL TO T/-1[ BEST [XT[NT POSS/BL[ PONDING, RUN-OFF, OV[R-SPRA Y, AND MISTING. 4. /-105[ BIBS AR[ STRICTLY PR0/-1/BIT[O. SIGNAGE NOTES CARLSBAD, CA /RR/GA TION DETAILS /RR/CATION SPECIF/CA T/0/\/S 11 & 12 1-8-I \ 61-10 0 N 5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PR0/-1/8/TED. 6. NO SUBSTITUTION OF PIP[ MATERIALS WILL 8[ ALLOWED WIT/-IOUT PRIOR APPROVAL OF T/-1[ CITY OF CARLSBAD MUNICIPAL WA T[R DISTRICT 7. ALL MA/NUN[ PIP[S 5/-/ALL /-IA 1/E WARN/NC TAPE PER CARLSBAD MUNICIPAL WA T[R DISTRICT'S RULES AND REGULATIONS. 8. /-/OURS FOR IRR/GA TION WIT/-/ RECYCLED WATER AR[ FROM 10: 00 P.M. TO 6: 00 AM. T/-1[ /-/OURS FOR IRF/IGA TION WIT/-/ DISINF[CTED TERTIARY R[CYCL[D WATER MAY 8[ MODIFIED BY T/-1[ LOCAL AUT/-IORITY /RR/GA TION DURING PUBLIC US[ PERIODS WIT/-/ D/5/NF[CT[O TERTIARY RECYCLED WATER 5/-/ALL 8[ UNDER T/-1[ SUPERVISION OF T/-1[ O[SIGNATED USER SUP[R\/ISOR /RR/GA TION WIT/-/ WA T[R OF A LESSER QUALITY Tl-IAN 0/SINF[CT[D TERTIARY RECYCLED WATER S/-IALL 8[ B[TW[[N T/-1[ /-/OURS OF /0: 00 P.M TO 6: 00 AM RULES ANO REGULATIONS. 10 NON-OESICNAT[D USE AREAS 5/-/ALL 8[ PROTECTED FROM CONTACT WIT/-/ RECYCLED WA T[R, W/-/[T/-l[R BY WINO BLOWN SPRAY OR BY 0/R[CT APPL/CATION Tf-lROUGH IRR/GA TION OR OT/-l[R US[. LACK OF PROTECTION, W/-l[TH[R BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION IS STRICTLY PROHIBITED. 1 I. /RR/GA TION HEADS 5/-/ALL BE RELOCA TEO OR ADJUSTED TO MINIMIZE OR EL/MINA TE OVER- SPRA YING ON SIDEWALKS, STREETS ANO NON-D[SIGNA T[D US[ AREAS. 12. RECYCLED WAT[R OU/CK COUPLING VAL V[S SHALL 8[ OF A TYP[ O[SIGN[D FOR TH[ US[ ON RECYCLED WATER DISTRIBUTION SYSTEMS P[R CARLSBAD MUNICIPAL WATER DISTRICT'S RUL[S AND REGULATIONS. 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER /-/[ADS, VAL V[ BOXES, ETC.) S/-IALL 8[ COLOR-CODED PURPLE PER AWWA CUID[L/NES AND SECTION 116815 OF T/-IE CALIFDRNIA /-/[AL TH AND SAFETY COO[ 14. ALL /RR/GA TION PIP[ SHALL 8[ STENCILED WIT/-/ WARNING, "NON-POTABLE OR RECYCLED WA T[R", COLOR-CODED (PURPLE) AND LAID WIT/-/ WARNING TAP[ AND ST[NCIL/NC ORIENTED TOWARD TH[ TOP OF Tl-IE TR[NC/-1 PER T/-1[ CARLSBAD MUNICIPAL WA T[R DISTRICT'S RULES AND REGULATIONS. 15. ON NEW ON-SIT[ SYSTEMS (POST-M[TER), POTABLE WAT[R, CONSTANT PRESSURE RECYCLED WA T[R ANO S[W[R LINES SHOULD Bf PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY T/-1[ PROJECT [NGIN[[R ANO/OR REGULATORY AGENCY. MEASUREMENTS SHALL 8[ B[TW[[N FACING SURFACES, NOT PIP[ C[NT[RL/N[S. 16. CONSTANT PRESSURE F/[CYCLEO WAT[R LINES SHALL CROSS AT LEAST TWELVE INC/-l[S BELOW POTABLE WA T[R LIN[S ANO MAINTAIN AT LEAST TW[L \/[ INCH[S CROSSING S[PARA TION BEJW[[N OTHER UTILITIES. 17. /F A CONSTANT PRESSURE RECYCLED WATER LIN[ MUST B[ INSTALLED ABOVE A 18. 19. 20. 21. 22. 23. 25. POTABLE WATER LIN[ OR LESS THAN TW[L \/[ INCHES BELOW A POTABLE WA TEF/ LINE, TH[N TH[ RECYCLED WAT[R LINE SHALL 8[ INSTALLED WIT/-1/N AN APPROVED PROTECT/\/[ SLEEVE AS PER T/-1[ CARLSBAD MUNICIPAL WA T[R DISTRICT'S RULES ANO REGULATIONS. T/-1[ R[OU/R[O CROSS-CONNECTION 5/-/UTDOWN TEST 5/-IALL MUNICIPAL WA T[R DISTRICT AND TH[ SAN DIEGO [N\/IRONM[NTAL /-/[ALT/-/ 8[ DON[ BY T/-1[ CARLSBAD COUNTY DEPARTMENT OF T/-1[ R[OUIR[O CROSS-CONNECTION INSPECTION 5/-/ALL 8[ DON[ BY [/T/-l[R TH[ CARLSBAD MUNICIPAL WA T[R DISTRICT AND/OR T/-1[ SAN DIEGO COUNTY DEPARTMENT OF [N\/IRONM[NTAL /-/[AL T/-1. COPl[S OF INSPECTION REPORTS WILL 8[ FORWARDED TO T/-1[ NON-INSPECTING PARTY. T/-1[ DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WA T[R "DO NOT DRINK" SIGN SHALL 8[ CALLED OUT ON TH[ PLANS. W/-l[N RECYCLED WAT[R BECOMES AVAILABLE, AN ON-SITE USER SUP[R\/ISOR S/-IALL BE D[S/GNAT[O IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAF/ WITH PLUMBING SYSTEM WITHIN THE PROPERTY, WIT/-/ Tl-/[ BASIC CONCEPTS OF BACKFLOW/CROSS-CONN[CTION PROTECTION, THE RECYCLED PUR[YOR'S RULES ANO REGULATIONS AND TH[ SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WIT/-/ CONTACT P/-ION[ NUMBERS SHALL 8[ PROVIDED TO T/-1[ CARLSBAD MUNICIPAL WATER DISTRICT. IN GAS[ OF [M[RG[NCY CONTACT OR AFTER /-/OURS CONTACT TOM BAINE AT TAYLOR MORRISON 949,341,1255 TOM BAINE AT TA YI.OR MORRISON 949. 341. 1255 ALL PUBLIC AND PR/VA TE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATER COURSES WIT/-1/N T/-1[ RECYCLED WATER PROJECT SHALL B[ 5/-IOWN ON T/-1[ PLANS. CALL OUT ON T/-1[ PLANS IF TH[R[ AR[ OR AR[ NOT DRINKING FOUNTAINS AND/OR DESIGNATED OUTDOOR [A TING AREAS ON THE SIT[. A PI-IYSICAL S[PARA TION SHALL 8[ PROVIDED B[TW[[N ADJACENT AREAS IRR/GA TED WIT/-/ RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL 8[ PR0\//0[0 BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED M[T/-IODS. ALL IRR/CATION 8ACKFLOW PREI/ENTERS SHALL 8[ TESTED BY A CERTIFIED TESTER AND R[SUL TS MUST 8[ G/1/[N TO T/-1[ CITY AND TH[ CARLSBAD MUNICIPAL WATER DISTRICT. PIP[ BETWEEN T/-1[ M[T[R AND BACKFLOW PREVENTER SHALL 8[ "SCHEDULE K HARD COPPER". APPR0\/[0 CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY W[B SITE AT http://www.car/sbadca.gov/services/departmen ts/water /Documents/ recyc/edwa terbockf/owtester/ist.pdl for recycled or h Up: //www.car/sbadca.gov/services/ depart men ts/wo ter /Documen ts/waterbock f/owtesterlist.pdl for po tab/ e or call 438-2722. 1 " BLACK LETTERS Tl-IE FOLLOWING GU/O[L/N[S FOR T/-1[ USE OF RECYCLED WATER ARE TO BE P[RMAN[NTL Y POSTED INS/0[ TH[ DOOR OF EACH CONTROLLER W/-l[R[ T/-l[Y AR[ [ASIL Y VISIBLE. PLACE ON 8-1/2" X /1" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING l. GUIDELINES FOR RECYCLED WATER US[ A /RR/CA TE BETWEEN TH[ HOURS OF 10: 00 P.M. AND 6: 00 AM ONLY. WA T[R/NG OUTS/0[ T/-1/S TIM[ FRAM[ MUST 8[ DONE MANUALLY WITH OUAL/Fl[D SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIM[ Bf LEFT UNA TTENO[D DURING USE OUTSIDE T/-1[ NORMAL SC/-f[DUL[. 8. IRF/IGA TE IN A lv/ANN[R T/-IAT WILL MINIMIZE RUN-OFF, POOL/NC, AND PONDING. T/-1[ APPL/CATION RAT[ SHALL NOT [XC[[O T/-1[ INFILTRATION FIA TE OF T/-1[ SOIL. TIMERS MUST 8[ ADJUSTED SO AS TO 8[ COMPA TIBL[ WIT/-/ T/-1[ LOWEST SOIL INFILTRATION RATE PR[S[NT. T/-115 PROC[OUR[ lv/AY 8[ FACILITATED BY Tl-IE EFFIC/[NT SC/-/[OUL/NG OF TH[ AU TOMA TIC CONTROL CLOCKS, (IE, EMPLOYING THE R[P[A T FUNCTION TO BREAK UP T/-1[ TOTAL /RR/GA TION TIM[ INTO CYCLES THAT WILL PROM OT[ Iv/AX/MUM SOIL ABSORPTION). C. ADJUST SPRAY /-/[ADS TO [LIM/NA TE OVERSPRA Y ONTO AREAS NOT UNDER THE CONTROL OF Tl-IE CUSTO/vl[R. FOR [XAMPL[, POOL DECKS, PR/VA TE PA nos AND LOTS, AND STR[[TS AND SIDEWALKS. D. MONITOR AND MAINTAIN T/-1[ SYSTEM TO MINIMIZE [OUIPM[NT AND MATERIAL FAILURE. BROKEN SPRINKLER /-/EADS, LEAl<S, UNRELIABLE \/AL \/[S, [TC, S/-IOULO Bf R[PAIREO AS SOON AS T/-IEY BECOME APPARENT. [. T/-1[ LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR [DUCAT/NG [AC/-/ EMPLOY[[ ANO ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING T/-1[ PRESENCE OF RECYCLED WATER. MAINT[NANC[ PERSONNEL MUST 8[ INFORMED Tl-IA T WA T[R IS FOR /RR/GA TION PURPOSES ONLY AND IS NOT APPROVED FOR DRINKING OR FOR /-/AND ANO TOOL WASHING, [TC. F. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MOD/FICA TIONS TO ANY PR/I/AT[ ON-SIT[ FAC/L/Tl[S SUC/-1 CHANGES MUST BE SUBMITTED TO, ANO APPROVED BY, TH[ DISTRICT [NG/N[[RING OFF/Cf AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. G. l. ALL R[CYCL[D WAT[R SPRINKLER CONTROL \/ALVES 5/-/ALL 8[ TAGGED WIT/-/ /D[NTIFICATION TAGS. 2. A TAGS SHALL BE WEA T/-/ERPROOF PLASTIC, 3"x 4", PURPLE IN COLOR, WIT/-/ T/-1[ WORDS "WARNING RECYCLED WATER -DO NOT DRINK" IMPRINTED ON ON[ SID[, ANO "A \/ISO -AGUA IMPURA-NO TOMAR" IMPRINTED ON T/-1[ OT/-l[R SID[. IMPRINT/NC 5/-/ALL Bf PERMANENT AND BLACK IN COLOR. US[ TAGS AS MANUFACTURED BY T. CHRISTY HITERPRISES OR APPROVED [OUAL. 8. ON[ TAG 5/-/ALL 8[ A TTACH[O TO EAC/-1 VAL\/[ AS FOLLOWS: 1. 2. 3. ATTACH TO VALVE STEM D/R[CrL Y OR WIT/-/ PLASTIC TIE-WRAP OR A TTAC/-1 TO SOLENOID WIRE 0/R[CTL Y OR WIT/-/ PLASTIC TIE-WRAP OR ATTACH TO VAL\/[ CO\/[R WIT/-/ EXISTING \/AL\/[ COVER BOLT. ALL SPRINKLER /-/[ADS 5/-/ALL B[ IO[NTIF/[0 AS R[CYCL[D WAT[R SPRINKLER /-/[ADS. [AC/-/ AU TOMA TIC CONTROLLER AND ITS ASSOCIATED [OUIPMHIT SHALL 8[ IDENTIF/[D WIT/-/ A SIGN BEARING TH[ WORDS "RECYCLED WATER USED FOR IRR/GA TION" IN [NCL/5/-1 ANO SPAN/Sf-I, WITH BLACI< LETTERS 1" HIGH ON A PURPLE BACKROUND. Tl-I[ SIGN SHALL 8[ PLACED SO THAT IT CAN 8[ READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING T/-1[ EQUIPMENT DECLARATION OF RESPONSIBLE CHARGE: I /-l[R[BY DECLARE THAT I AM L/C[NS[D DESIGNER OF WORK FOR T/-1/S PROJECT, TI-IAT I HA V[ [X[RC/S[O RESPONSIBLE C/-IARC[ 0\/[R Tl-/[ DESIGN OF T/-115 PROJECT AS DEF/NED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS COO[ ANO Tl-IA T TH[ DESIGN IS CONSISTENT WIT/-/ CURRENT STANDARDS. I UNDERSTAND T/-IAT T/-1[ C/-IECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY Tl-IE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF [NI/IRONMENTAL /-/[ALT/-/ IS CONFINED TO A REVIEW ONLY AND 00[5 NOT RELi[\/[ M[, AS L/C[NS[O 0[5/GN[R OF WORK, OF MY R[SPONS/8/Lf TIES FOR PROJECT DESIGN. T/-/[S[ PLANS /-/A 1/E BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WIT/-/ TH[ APPRO\/[D LAN SCAPE CONCEPT PLAN, WATER CONS[R\/A TION PLAN, FIR[ PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL R[LA TED TO LANDSCAPING. FIRM NAME & ADDRESS: SUMMERS/ MURPHY & PARTNERS, INC. LANDSCAPE ARCHITECTS 34197 PACIFIC COAST HWY. STE. 200 DANA POINT, CA 92629 Pl-IONE NO: 949.443.1446 - REGISTRATION NO: 1881 [XPIRA T/ON DA TE: ---=0_,_7-"-3'-'1-"-2=.c0'-'1=6 ___ _ r 8LACK LOGO r,PURPLE BACKROUND I 36" / r----~--~~~---+--------~ In Order to Conserve Waler ... DIGA .ZRT / / (eu.s.) / )' WARNING RECYCLED WATER DO NOT DRINK RECYCLED WATER RECYCLED WATER IN USE DO NOT DRINK NO TOME EL AGUA ------/) ~-------,~. DIAL TOLL FREE ./ 1 -800 -422 -4133 ~ AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR WITH T/-1[ R[QUIR[M[NTS FOR LANDSCAPE ANO IRRIGATION PLANS CONTAINED IN Tl-IE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULATIONS. I /-IA\/[ PREPARED T/-1/S PLAN IN COMPLIANCE WIT/-/ T/-105[ REGULATIONS AND T/-1[ LANDSCAPE MANUAL. I CERTIFY THAT T/-1[ PLAN IMPL M[NTS THOSE REGULATIONS TO PROVIDE EFFICIENT US[ OF WATER. BY L_ A Pl-ION[ N 949.443.1446 ~------------------- R[GISTRA TION NO: _1~8~8~1 ____ EXP/RATION DAT[: 07-31-2016 INSPECTION PROCEDURES l. 2. 3. DISTRICT CONSTRUCTION INSPECTION S/-IALL INCLUDE. A R[QU/R[O SEPARATION B[TW[[N POTABLE AND LINES (/-IORIZONTALL Y ANO \/[RT/CALLY). R[CYCL[D WA T[R 8. PIPE !DEN TIFICA TION. C SL[[\//NC AT CROSSINGS. D. APPROPRIA T[ MATERIALS ANO MARKINGS, INCLUDING PROPER QUICK COUPLERS. AN APPRO\/AL LETTER REGARDING T/-/[ INSPECTION OF T/-1[ PROJECT 5/-/ALL 8[ OBTAINED FROM T/-1[ CITY ANO TH[ DISTRICT, AND 8[ FORWARDED TO T/-1[ COUNTY /-/EAL T/-1 O[PARTM[NT PRIOR TO FINAL INSP[CTION APPROVAL. DISTRICT FINAL INSPECTION 5/-IALL INCLUDE: A 8. C D. [ F. G. /-I. I. S/GNAG[ INSTALLED PER PLAN. CONTROLLER STICKERS. TAGGING OF I/AL I/ES. COVERAGE TEST AFTER COMPLETION OF T/-1[ SPRINKLER SYSTEM TO ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCLED WA T[R US[ ALL ASPECTS OF T/-1[ IRR/GA TION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. R[OUIRED PROTECTION OF ALL RESIDENTIAL AREAS. R[OUIR[O PROTECTION OF WELLS, STREAMS, R[S[R\/0/RS, [TC CROSS-CONNECTION TEST IF R[QU/R[D. COLOR COOED, LAMINATED C/-IARTS INS/0[ [AC/-/ CONTROLLER. ANNUAL INSPECTION 5/-/ALL INCLUDE: ( ,., ·\~ e-1----1----1----.f-, 1----'fc---+-+-+-+-+.~i,+-rk " INSPECTION PROCEDURES: u• h l!ilf£lll ~ & IZ?ZI 11,l POTABLE WATER METER FOR /-IOA /RR/CA TON ONLY PROPOSED RECYCLED WATER METER BACl<FLOW PREVENTION DEVICE: INSTALL PER CMWD POTABLE WATER LINE R£CYCL[D /RR/CATION WA rm POTABLE /RR/CAI/ON PIPE TO REMOVE FOR RW ADDED POTABLE WATER USE AREA (W/-1/TE PVC) RECYCLED WATER USE AREA (PURPLE PVC) DO NOT DRINK SIGN OUTDOOR EA TING AREA (PROTECTED AGAINST CON- TACT W/Trl RECYCLED WATER) PR/VA TE RESIDENTIAL POTABLE WATUI METER FIR[ /-IYDRANT U) s 0::: _J INSPECTION OF Tl-IE PROJECT 5/-/ALL B[ PERFORMED BY TH[ LANDSCAPE ARC/-1/T[CT OF TH[ WORK, OR HIS O[S/GNAT[D AGENT. REFER TO T/-1[ SP[CIFICA TIONS FOR T/-1[ SC/-/[OUL[ OF R[OUIR[D INSPECTIONS AND R[QU/R[D SUBM/TTALS. FOLLOWING COMPLETION OF T/-1[ WORK, TH[ LANDSCAPE ARC/-1/T[CT OF T/-1[ WORI< WILL CERTIFY Tl-IA T TH[ INSTALLATION /-/AS BEEN COMPLETED BY SUBMITTING T/-IE "C[RTIFICA TION OF COMPLETION" FORM. A REOU[ST FOR A FINAL LANDSCAPE INSPECTION BY T/-1[ CITY MUST ALSO 8[ MAD[ BY CALLING THE INSPECTION R[OUEST LIN[. FAX TH[ "C[RTIFICA TION OF COMPLETION" FORM TO (760) 944-8943. LANDSCAPE INSPECTION R[QU[ST Pf-ION[ LIN[. (760) 602-'/602. r j I/' f/OT TO -& SCALE @1-cr' 0, PROJECT SITE 1? % "o 1-t VICINITY .MAP THE RECYCLED WATER SHALL O~IL Y BE USED IN COMMON HOA MAINTAINED AREAS APPROVED FOR IRRIGATIOf\l AI\ID PLAI\ITII\IG 01\ILY, 11\ICLUDII\IG PRECISE LOCATIOI\I OF PLAI\ITII\IG AREA COUI\ITY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH LAflD AND WATER QUALITY DIVISION ~---z.__ GLENN LEEKS ENVIRONMENTAL HEALTH SPECIALIST "AS BUil T" TITLE REVIEWED BY INSPECTOR DATE DATE CARLSBAD MUNICIPAL WATER DISTRICT A COMPLETE INSPECTION THAT WILL CO\/[R A-I OF TH[ DISTRICT FINAL INSPECTION. APPLICANT# CT13-05, RP13-15 SHEET CITY OF CARLSBAD SHEETS REVISIONS MUST 8[ APPR0\/[0 BY PUBLIC HEAL TH CITY [NGIN[[R AND DISTRICT [NG/N[[R PRIOR TO IMPL[M[NTA T/ON IN FIELD. ENG/NEER, 6 PLAMNl~IG DIVISION t-----1---1-----------------,---+---f---+---1 PRIVATE ( O~ISITE) RECYCLED 1----+--+------------------t---1---f---l---l WATER SYSTEM FOR: 15 ~~H HANDS AFTER CONTACTl~IG LA I/ESE US MANOS DESPUES DE USAR ~---------~~--'~------~ __J___ WASH HNIOS AFTER COtlTACTING .1__ LAVESE SUS MAMOS DESPUES DE USAR CARLSBAD MUI\IICIPAL WATER DISTRICT DEVELOPERS NAME:· TAYLOR MORRISON STATE STREET TOWNHOMES RESIDENTIAL-MODELS 12" X 36" SIZE .032 ALUMINUfA, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS 1'' BLACK LETTERS 2" BLACK LETTERS SIGNS C: \DRAWING FILES\ TITLE SHEETS\RECYCLED WATER TITLE SHEET.DWG 2/13/2013 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS _. Renewal Dag• ,-. 01-14-15 )t JI.I': DIJte ~'?- -1 ;-I; Op CALl'o'I' :::.xpirotior, Dote: DISTRICT ENGINEER ;2/4/;r- DATE ADDRESS 8105 IRVINE CENTER DRIVE, SUITE 1450 t=====t====t================================t====j====jt====1====j--------,-_:_~: IRVINE CA 92618 TITLE SHEET APPROVED l'Ul ~-t:\ ~--0-1\-~· ~-\", TELEPHONE: ~9~4=9~3~4~1-~1=28=9~_ r----i----t------------------t-----t------1-----t---PLA~ININC DATE DATE PLAN PREPARED: ___________ _ BY: DATE INITIAL ENGINEER OF WORK RE\/ISIO~I DESCRIPTIO~I DRWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE lellTIAL OTHER APPROVAL CITY APPROVAL CHCKD BY: CT13-05 484-2M C: DRA'MN A27 A22 1" A23 8 P-BUB 5.2 S-DRIP CLSB-IP.DWG G FILES TITLE SHEETS 5 15 ~~ REVISED: Underground Service Alert LL FREE Call• TO 1·800 422-4133 WORKING DAYS BE TWO FORE YOU DIG I I ' f; ' I v: I DATE INITIAL -WORK DESIGNER O, 1 • I J I I I I PPING SIGN I' NOTE: STO 0-150') ,. DISTANCE (SS -·-.~. I I I I I •/ /. ~ ' NOTES: ~- PROPERTY LINE NOTES: RIGHT-OF-WAY ENLARGEMENT IRRIGATION P.O.C. 2'DEDICATEDIRRIGATION HEN CONNECT! W ED WATER. RECYCL METER FUTURE RW WATER METER PLANS : SEE IMPRO\/EM;~~ TOWNHOMES FOR STATE si~cETER CIVIL ENG. BY ADAMS-ST 949.474.2330 ~ i' "'" rem~reo t FVS"• --72 r . ___.;,i , , TION TO BE I Min. 4 SEC WHEN RW IS REMOVED FLOW SENSOR MASTER VALVE ~ STRAINER VICE ( (, BACKFLOW DE 2" SERVICE LINE 2" AVAILABLE. I N TO BE INSTALLED "f' RW SYSTEM PIPE AND '-. WITH PURPLE R EQUIPMENT. RECYCLED WATE MAXIMUM GPM 70 PSI 61.8 PSI 15 GPM F V s ' POTABLE l~R WM -i f cm,:, :;;;;~:::'mm \ INSTALLED WATER AND POTABLE EQUIPMENT. EET "PROJECT MAP" RECYCLED WATER TITLEtY~LED WATER METER PLEASE REFER 6~6~:D LOCATIONS OF T:EE i~NER UPON THE ~~RN~H/H~~ WILL BE ~;;t;~~~DB0~TER METER, INSTALLATION OF T=i ~H~~;;;===~~~~~=~::;..::; 1 : 1 - -. ·hall be high-lined and =====-=-=-=---~, ~,~-,~r~e~ . , 'nline and valves s letion of a I " defoio,tm, mm · socc~sfol oomp · tc the "The prnposcd recy . bl ware, so o,ce p~dmg. d D Ell Fi cal oo"ectm o D EH' connected tot pno::st ~erformed by CM~~ :;provals from CMWD and . /cross-connec io_ b performed only a e - : cled water is to, :e-=~---------1 recy _ -·-r-Q--------:--6 L I I I ND APPLIED THEM WITH rHE CRITER~As~~~Hl'~Aor~~I~:~~~ ~RIGATION DESIGN I HAVE COMPILED R THE EFFICIEN r ACCORDINGLY FO PLAN NORTH APPROV[O ~~:NT/1\JG !RR/GA TIO~/ ~~iG PR[C/SE OA/L Y, INCLUOF PLAN TING LOCATION AR[A. -" "AS BUIL1 SCALE: 1"=10'-o " DESCRIPTION REVISION DA -TF INITIAL OTHER APPfWVAL INITIAL DATE CITY APPROVAL RCE EXP. DATE -- REVIEWED BY: DATE INSPECTOR Fl CARLSBAD m CITY A~NING DIVISION SHEETS 15 " .. .. "'"" "° e, S LANDSCAPE JMPRDVE:MEN~ET TOWNHOME STATE STRENTIAL-MODELS RESll~RIGATION PLAN - +r -; :; -1~ D IL, .'/ ~ / ---• t2;\\...o APPROVE : "l<.l.-'v I '::1 PLANNING DWN BY: CHKD BY: RVWD BY: PROJECT NO. CT 13-05 I DRAWING NO. 484-2M ' / I IRRIGATION SCHEDULE· ESTABLISHMENT PERIOD (6 mont/Js) IRRIGATION LEGEND IRRIGATION NOTES STATE STREET JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Total: SYMBOL MFG. MODEL NO./ DESCRIPTION RADIUS GPM PSI PRECIP SHT# / DET IETonlo 2.20 2.30 3.40 3.90 4 'IO 4.20 4.60 4.70 3.80 2.80 2.00 2.00 40.00 POC / Controller: I A IETo/Day 0.07 0.08 0.11 0.13 0.13 0.'14 0.15 0.15 0:13 0.09 0.07 O.OG TURF SPRAY RECYCLED METER WILL BE INSTALLED BY WATER DISTRICT. SEE PLANS FOR SIZE, LOCATION AND WATER DEMAND. Days/Week 2 3 3 3 4 4 4 4 4 3 3 2 • (y) THE CONTRACTOR WILL INSTALL BACKFLOW PREVENTION DEVICE. Type AKc I Pr Rate IE ... TORO 570Z-6P-COM-PRX-E-OT-80, 8H SPRAY POP-UP 8' .17, .33 30 1.1 SHT 10/E Turf '1' 7 TORO 570Z-6P-COM-PRX-E-OT-120, 12H SPRAY POP-UP 12' .37, .74 30 1 .1 SHT10/E PRESSURE TESTING OF MAINLINE IS MANDATORY. SEE IRRIGATION SPECIFICATIONS IN THIS PACKAGE. Spray 0.8 I 0.39 0.55 55.6 42.9 57.3 67.9 51.8 54.8 58.1 59.4 49.6 47.2 34.8 50.5 Mi11/Day TREE BUBBLER 1 Qty. of Valves Total Run Times 56 43 57 68 52 55 58 59 50 47 35 51 Total Min/Day AN INDIVIDUAL EMITTER IS TO BE PLACED AT EACH PLANT. EACH PLANTER SHALL RECEIVE EMITTERS WITH THE ~, HUNTER EACH SYMBOL f!EPRESENTS (2) HUNTER PROS-04-PRS•lO-CV-R, 4" POP-UP WITH A PCN H .5 GPM FLOOD BUBBLERS PER TREE SHT 10/E APPROPRIATE GALLONAGE PROVIDED. PROVISIONS FOR FUTURE EMITTERS AT THE DRIP LINE OF THE TREE SHALL Shrub lnline Drlp 0.4 I 0.77 0.8 9.7 7.5 10.0 11.8 9.0 9.5 ·10.1 10.3 8.6 8.2 6.1 8.8 Min/Day 0 HUNTER EACH SYMBOL REPRESENTS (2) HUNTER PROS-04-PRS40-CV-R, 4" POP-UP WITH A PCN H .5 GPM FLOOD BUBBLERS PER PALM. SHT 10/E BE PROVIDED FOR. ALL EMITTERS ARE TO BE ON SCHEDULE 80 RISERS WITH DOUBLE STREET ELLS. 15 Qty. of Valves Total Run Times 145 112 150 177 135 143 152 155 130 123 91 132 Tota I Min/Day TURF DRIP (DO NOT INSTALL PURPLE CAPS ON POTABLE SYSTEMS) PRESSURE REDUCING DEVICES, FILTERS, AND END FLUSH VALVES ARE REQUIRED. Turf ~\ TORO RGP-412-05-E DL2000 DRIP TUBING W/ 1.0 GPH EMITTEF!S 12" ON CENTER, INSTALL TUBING ROWS A MAXIMUM OF 12-14" APART SHT 9/A lnline Drip 08 I 1 0.8 14.9 11.5 15.4 18.2 13.9 14.7 '15.6 15.9 13.3 12.6 9.3 13.5 Min/Day • IN TURF AREAS. ALL TUBING SHALL BE INSTALLED 4" BELOW FINISHED SOIL GRADE W/ 9" WIRE STAKES SHT 10/B,l,J IT IS THE INTENT OF THESE DRAWINGS TO INDICATE A COMPLETE AND OPERATIONAL IRRIGATION SYSTEM GIVING . . I Qty. of Va Ives Total Run Times 15 12 15 18 14 15 16 16 13 13 9 14 Tota I Min/Day . FIVE (5) FEET ON CENTEF!: VERIFY THE LAYOUT AND SPACING IN THE FIELD PRIOR TO STARTING WORI( FULL COVERAGE AND READY FOR USE BY THE OWNER. THE DRAWINGS ARE BASED ON LANDSCAPE AND GRADING -( INSTALL RGP-412-05 DL2000 DRIP TUBING W/ 1.0 GPH EMITTERS FOR POTABLE SYSTEMS) DRAWINGS IF EFFECT AT THE TIME THESE DRAWINGS WERE MADE. ANY DISCREPANCIES, OMISSIONS, ERRORS, ETC. Bubblers 0.9 I 3 0.85 5.3 4:1 5.4 6.4 4.9 5.2 5.5 5.6 4.7 4.5 3.3 4.8 M111/Day SHRUB DRIP ON THESE DRAWINGS OR ON THE SITE CHANGES, DO NOT AND SHALL NOT RELIEVE THE CONTRACTOR OF HIS 58 45 60 71 54 57 60 62 52 49 36 53 Total Min/Day TORO RGP-212-05-E DL2000 DRIP TUBING W/ 0.5 GPH EMITTEF!S 12" ON CENTER, INSTALL TUBING ROWS A MAXIMUM OF 14-16" APART SHT 9/A RESPONSIBILITY TO PROVIDE A COMPLETE SYSTEM AS SHOWN. SHOULD THE CONTRACTOR REQUIRE TO MODIFY IN 11 Qty. of Valves Total Run Times ~-~ IN SHRUB AREAS. ALL TUBING SHALL BE INSTALLED 4" BELOW FINISHED SOIL GRADE WI 9" WIRE STAKES SHT 10/B,l,J FIELD FROM PLAN DUE TO SITE CONDITIO~IS OR FOR OTHER FORESEEN DISCREPANCIES, HE MUST FIRST RESUBMIT FIVE (5) FEET ON CENTER; VERIFY THE LAYOUT AND SPACING IN THE FIELD PRIOR TO STARTING WORK TO CITY FOR CITY APPROVAL PRIOR TO COMMENCING CHANGE OF WORK. Total Valves: 28 TOTAL RUN TIMES (HRS): 4.6 3.5 4.7 5,6 4.2 4.5 4.8 4.9 4.1 3.9 2.9 4.1 (INSTALL RGP-212-05 DL2000 DRIP TUBING WI 0.5 GPH EMIHERS FOR POTABLE SYSTEMS) IRRIGATION CONTRACTOR SHALL VERIFY ALL PRESSURES ON SITE PRIOR TO CONSTRUCTION. TORO "LOC-EZE" FIHINGS WITH PVC TEE OR ELL FIHINGS FOR CONNECTION BETWEEN PVC LATERAL LINES AND DRIP TUBING SHT 9/A JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC NO SYMBOL AG PROD. ALL CONNECTIONS BETWEEN DRIP TUBING SHALL BE MADE USING "LOC-EZE" FIHINGS SHT 10/B,l,J LOCATE ALL VALVES IN PLANTING AREAS. ® TORO PROVIDE A FCH-H AUTOMATIC FLUSH VALVE AT END/MIDDLE OF DF!IPLINE 3/4" PCI/ FLUSH MANIFOLD LINE, INSTALL FLUSH VALVE SHT "10/J IRRIGATION SYSTEM IS STRICTLY DIAGRAMMATIC, THEREFORE,CONTRACTOR MUST MAKE ADJUSTMENTS IN THE IRRIGATION SCHEDULE. ESTABLISHED LANDSCAPE INSIDE A SEPERATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL MIN. ONE FLUSH VALVE PER 1000' FILED TO INSURE ADEQUATE COVERAGE. STATE STREET JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Total: OF TUBING IN EACH DIRECTION ON DRIPLINE FLUSH MANIFOLD. INSTALL 18" FROM PAVING. INSTALL ALL FLUSH EQUIPMENT PER I ETo/Mo 2.20 2.30 3.40 3.90 4.10 4.20 4.60 4.70 3.80 2.80 2.00 2.00 40.00 MANUFACTURER'S SPECIFICATIONS. IRRIGATION SYSTEM SHALL CONFORM TO STATE AND LOCAL CODES. POC I Controller: I A ETo/Day 0.0/ 0.08 0:11 0.13 0.'13 0.14 0.15 0:15 0.13 0.09 0.07 0.06 @ TOHO YD-500-34 AIR/VACUUM RELIEF VALVE INSTALLED WITH A FT-050 CONBINATION TEE AND A 3/4" X 1/2" REDUCE Fl BUSHING, INSTALL SHT 10/1 TYPICAL Days/Week 2 3 3 3 4 4 4 4 4 3 3 2 AIR RELIEF ASSEMBLY INSIDE A 6" ROUND VALVE BOX AT THE HIGH POINT OF EACH PLANTER, MIN. 1 ARV PER 500' OF DRIPLINE. THE SYSTEM SHALL BE FULLY GUARANTEED FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE. ANY DEFECTIVE MATERIAL OR POOR WORKMANSHIP SHALL BE REPLACED OR CORRECTED BY THE IRRIGATION Type AKc I Pr Rate IE USING AIR RELIEF LATERAL, CO~INECT Alf! RELIEF VALVE TO ALL DF!IPLINE LATERALS WITHIN THE ELEVATED AREA. MULTIPLE CONTRACTOR AT NO COST TO THE OWNER. Turf ARV'S SHALL BE REQUIRED PER RCV WITHIN UNDULATING AREAS, VERIFY QUANTITY PRIOR TO STARTING WORK, INSTALL Spray 0.7 I 0.39 0.55 48.6 37.5 50.1 59.4 45.3 48.0 50.8 52.0 43.4 41.3 30.5 44.2 Min/Day VALVE BOX 18" FROM PAI/ING AND AT HIGH POINTS OF PLANTER Af!EA. INSTALL ALL AIR VACUUM RELIEF EQUIPMENT PER 120 VOLT ELECTRICAL POWER OUTLET FOR CONTROLLERS SHALL BE PROVIDED AS NOTED. IRRIGATION 1 Qty. of Valves Total Run Times 49 38 50 59 45 48 51 52 43 41 30 44 Total Min/Day MANUFACTURER'S SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HOOK-UP FROM OUTLET TO CONTROLLER. Shrub DRIP EMITTERS -FOR PLANTER POTS !nline Drip 0.4 I 0.77 0.8 9.7 7.5 10.0 11.8 9.0 9.5 10.1 10.3 8.6 8.2 6.1 8.8 Min/Day * TORO T-DAKI5 ADJUSTABLE EMITTER WITH STAKE FOR POTS. .25 DISTRIBUTION TUBING TO BE INSTALLED AWAY FROM VIEWS. ALL WIRE FROM CONTROLLER TO ELECTRIC CONTROL VALVES SHALL BE COPPER UF #14 600v DIRECT BURIAL. USE ·15 Qty. of Valves Total Run limes 145 112 150 177 135 143 152 155 130 123 91 132 Total Min/Day BLACK FOR PILOT, WHITE FOR COMMON, BLUE FOR EXTRA WIRE. INSTALL IN COMMON TRENCH WITH MAIN LINE 18] IRRITROL MC-30E PLUS (12) STATION PED-SS PEDESTAL MOUNTED IRRIGATION CONTROLLER. LOCATE PER OWNER/ DEVELOPER AWAY SHT 9/C PIPING WHERE POSSIBLE. LABEL EACH CONTROL WIRE AT THE CONTROLLER WITH THE STATION NUMBER. Turf FROM VIEWS. INCLUDE A STAINLESS STEEL ENCLOSURE PER LEGEND/ DETAIL ln!ine Drip 0.7 I 1 0.8 13.0 10.1 13.4 '15.9 ·12.2 12.9 13.6 13.9 ·1 '1.6 11 :I 8.2 11.9 Min/Day [8] IRRITROL CL-100 CLIMATE LOGIC WEATHER SENSING KIT TO BE INCLUDED A~ID INSTALLED WITH THE CONTROLLER. SHT 9/C PROVIDE MINIMUM 18" COVER OVER ALL PRESSURE MAIN LINE PIPING, AND 12" OVER ALL NON-PRESSURE LATERAL ·1 Qty_ of Valves Total Run Times 13 10 13 16 12 13 14 14 12 11 8 12 Tota I Min/Day !El SHT 9/C LINE PIPING, OUTSIDE OF ROOTBALL. Bubble rs N/A 120 VOLT ELECTF!ICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD 0.8 I 3 0.85 4.7 3.6 4.8 5.7 4.4 4.6 4.9 5.0 4.2 4.0 2.9 4.3 Min/Day [fJ) P.O.C. 2" WATER METER WITH A 2" SERVICE LINE, VEF!IFY SIZE, LOCATION, SHT 9/B IRRIGATION CONTRACTOR SHALL INSTALL EMITfERS ON THE UP HILL SIDE ON BERMS AT EACH PLANT AND OUTSIDE 11 Qty. of Valves Total Run Times 51 40 53 63 48 51 54 55 46 44 32 47 Total Min/Day -NIBCO T-113 BRONZE GATE VALVE -LINE SIZE SHT I0/H OF ROOTBALL. [;iii FEBCO 1" 825YA REDUCED PRESSURE TYPE BACKFLOW DEVICE. INSTALL IN A STRONG BOX, SMOOTH TOUCH ENCLOSURE PER DETAIL. SHT 9/B DO NOT WILLFULLY INSTALL THE SYSTEM AS DESIGNED WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN Total Valves: 28 TOTAL RUN TIMES (HRS): 4.3 3.3 4.4 5.3 4.0 4.2 4.5 4.6 3,8 3.7 2.7 3.9 [SJ HAYWARD 1.5" MODEL 1172 BASKET STRAINEF! 2" SIZE W/ FLANGED CONNECTIONS AND 80 MESH FILTER ELEMENT. SHT 9/H OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT WERE NOT KNOWN DURING DESIGNING. SUCH CONDITIONS [2] SHT 10/K SHALL BE BROUGHT TO THE ATfENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE; OTHERWISE THE SUPERIOR MODEL 3200 1" NORMALLY CLOSED MASTER CONTROL VALVE IRRIGATION CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR ANY AND ALL NECESSARY REVISIONS. JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC [El HFS-100-FCT-1 DO FLOW SENSOR, INSTALL PER MANUFACTUF!ER'S RECOMMENDATIONS AND WIRE TO SHT 9/B HUNTER CONTROLLER CONTRACTOR SHALL PLACE FINAL LOCATION OF AUTOMATIC CONTROLLER AS SHOWN ON PLANS. I TORO 100-ATLVC -QUICK COUPLER VALVE WI (PURPLE) LOCl(ING CAP AND ACME THREAD SHT 9/G WATER PRESSURE CALCULATIONS FOR RECYCLED WATER CONNECTION LANDSCAPE IRRIGATION \VAT ER IRRIGATION SYSTEM MUST BE PROGRAMMED TO OPERATE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. ONLY. TORO 100-2SLVC -QUICK COUPLER VALVE WI (YELLOW) LOCl<ING CAP SHT 9/G WATER METER NUMBER A WATER METER SIZE ·1" REMOTE CONTROL VALVE# A27 REMOTE CONTROL VALVE SIZE 1" l'LWJLCT, STATE STl(EET TO\\',,IIO~ILS @ RAIN BIRD (LOW FLOW VALVE RANGE 0.2 -5.0 GPM XCZ-LF-075-PRF-R 3/4" VALVE) ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF RC.V. DEMAND (GPM) '15 MAX. TOTAL DEMAND (GPM) 15 :\Ider 'A' (MED FLOW VALVE RANGE 3.0-15.0 GPM XCZF-100-PRF-R 1" VALVE) PLASTIC DRIP CONTROL VALVE. WITH PRESSUF,E REGULATING FILTER. INSTALL THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR SIZE DESCRIPTION FLOW # PSI LOSS BOTH ON THE DOWNSTREAM SIDE OF EACH DRIP RCV IN A VALVE BOX. PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 1.5" SERVICE LINE (50 FT OF TYPE K COPPER) 15 ·1 1.4 PSI Project ETo: 40.00 ~ SHT 10/B RAIN BIRD (LOW FLOW VALVE RANGE 0.2-5.0 GPM XCZ-LF-075-PRF 3"1'' VALVE) 2" WATER METER 15 2 0.0 PSI (MED FLOW VALVE F!ANGE 3.0 -15.0 GPM XCZF-100-PRF I" VALVE) THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE '1" BACKFLOW DEVICE 15 3 12.0 PSI "\IAXI\IU,\I APl'I.IFIJ \\'ATER ALLO\\'ASCL, PLASTIC Df!IP CONTROL VALVE, WITH PRESSURE REGULATING FILTEF\. INSTALL COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE N/A FILTRATION 0 4 0.0 PSI (GALLOSS PUZ YLARJ BOTH ON THE DOWNSTREAM SIDE OF EACH DRIP RCV IN A VALVE BOX. APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED NIA PRESSURE REGULATOR 0 5 0.0 PSI MAWA=(Ero)(D.6~)[0 7 x LA~ 0.3 x SLAI @ TOF,O TPVF100MM 1" LOW FLOW REMOTE CONTROL VALVE. INCLUDE EFF-KIT AND 89-7855 PURPLE HANDEL SHT 10/A TO THE OWNER'S REPRESENTATIVE. NIA BFD ASSEMBLY PIPING 0 6 0.0 PSI 1" MASTER CONTROL VALVE 15 7 2.3 PSI •ID 07 12.123 0.62 = 2L0,5-'2 Ual.l\'r • TORO TPVF100MM 1" LOW FLOW REMOTE CONTROL VALVE. SHT 10/A THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. X ., X 1" FLOW SENSOR 15 8 1.2 PSI AS APPROVED PURPLE PVC PIPE 3/4" -2" SCH. 40 AS LATERAL LINES 12" BELOW GRADE SHT 9/E,F 2" ISOLATION VALVES (BUTTERFLY TYPE) 15 9 ·1.0 PSI LSLL\L\Tl:IJ AL'l'l.Ll:U \\'ATF1< LSEIJ, USE WHITE PVC FOR VALVES WITH POTABLE SYSTEM CALLOUTS. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN 2" 460 FEET OF MAINLINE 15 10 1.2 PSI (GALLONS !'ER YEAR) ---AS APPROVED SCH 40 PURPLE PVC PIPE FOF! 1-1.5" AND SMALLER, 2" PVC CL. 315 FOR MAINLINES 18" BELOW GRADE. SHT 9/E,F BEFORE BEGINNING WORK. N/A FEET OF MAINLINE: 15 11 0.0 PSI 2" PVC CL. 315 FOR MAINLINES 1 B" BELOW GRADE. SHT 9/E,F 1 ~ .. 5 • 90 DEGREE ELBOWS 15 12 04 PSI EA IV l/=[FTo )106? l[((L' Fl x (lie\ lJ ------AS APPROVED SCH 40 PVC PIPE FOR 1-1.5" AND SMALLER, INSTALL ALL EQUIPMENT AS SHOW~I IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE .0 ·]" REMOTE CONTROL VALVE 15 13 34 PSI irrigation Etliekucy CONTRACTOR MUST MAINTAIN A 4' MIN SEPAF!ATION BETWEEN POTABLE AND RECYCLED WATER LINES RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND 10% LATERAL LINE LOSS 15 14 2.3 PSI ----AS APPROVED SCH •10 PVC PIPE FOR 1-1.5" AND SMALLER, 2" PVC CL. 315 FOR MAINLINES 18" BELOW GRADE. SHT 9/E,F INSTALLATION. 20%, FITTING LOSS (IN ADDITION TO ELBOWS SHOWN) 15 ·15 5.0 PSI l[YDlZOZONE # 1: (Turf Area with Sornv) INSTALL ISOLATION GATE I/ALVES TO REMOVE THIS SECTION WHEN RECYCLED WATER IS AVAILABLE. •IO 0" 951 0.62 -J4,J05 Gal./\'r X ·" X X 0 ELEVATION CHA~IGE (P O.C. TO HIGHEST HEAD) 15 16 0.0 PSI 0.55 == == == AS APPROVED PURPLE PVC PIPE SCH. 40/80 AS SLEEVING ( SEE DETAIL), TWICE THE DIAMETER OF PIPE SHT 9/E,F TOTAL SYSTEM PRESSURE LOSS (SUM OF #I THRU #16) 17 30.2 PSI PLACE BELOW ALL PAVING, HARDSCAPE. ETC, MID AS DIRECTED BY OWNER'S AUTHORIZED FIEPRESENTATIVE. PRESSURE REQUIRED AT HFAD '18 30.0 PSI 1-lYlJROZONI.: # 2: (Turf Area with Driµ) SLEEVES REQUIRED FOR ALL IRRIGATION MAIN/ LATERAL LINES AND CONTROL WIRES UNDER IMPROVEMENTS. SCH 80 UNDER ROADS MIN. 36" COVER: SCH 40 OTHER THAN ROADS MIN. 18" COVER. TOTAL PRESSURE REQUIRED (SUM OF #17 AND #18) 19 60.2 PSI -10 X o.s X l~S X 0.62 = -4,910 Ga.1./\'r SLEEVES REQUIRES AT ALL Df!IVEWAYS, WALKS, PAVING THAT EXCEED 3' WIDE. STATIC WATER PRESSURE (VERIFY ON SITE) 20 70.0 PSI o.s SHT 9/E,F SYSTEM DESIGNATED WITH A POTABLE WATER METER AND -· -· -AS APPROVED PURPLE SCH 40 PVC WIRE SLEEVES REQUIRED FOR ALL CONTROL WIRES UNDER IMPROVEMENTS. SHT 10/C,D NON-POTABLE PIPES, VALVE BOXWA, FOR FUTURE RECYCLED RESIDUAL PRESSURE (SUBTRACT #20 FROM #21) 21 98 PSI SCH 80 UNDER ROADS MIN. 36" COVER; SCH 40 OTHER THAN ROADS MIN. 18" COVER. llYUROZON.E # J: (Slmib PA/ Drip @Garages.) SHT 9/E,F WATER CONVERSION. <IQ.Q X 0.5 X 735 X 0.62 = 1 t,J9J G111./\'r NO SYMBOL AS APPF!OVED IRRIGATION CONTROL WIRE //14UF AWG DIRECT BURIAL (U.L. APPROVED) SHT 10/C,D o.s SHT 10/C,D NO SYMBOL 3M DBY DIRECT BURIAL WATER-PROOF WIF!E CONNECTORS FOR USE ON ALL WIRE CONNECTIONS l!YUROZONE iLk (Shrub PA/ Drip) NO SYMBOL K.B.I. KSC-XXX-S SWING CHECI< VALVE, LINE SIZE, I DOWNSTREAM OF EACH RCV WHEN RCV IS LOWER THAN THE SPRl~IKLERS Landscape Maintenance Schedule • CONTRACTOR TO PROVIDE OWNER WITH (3) RECYCLED WATER ,IQ.0 X O.S X 6,,1,17 X 0.62 -!.I!) ,!>19 Gal./Yt· ( INSTALL AS REQUIRED TO PREVENT ALL LOW HEAD DRAINAGE). SIGNS PER THE CITY OF CARLSBAD SPECIFICATIONS. SIGNS TO BE o·· 1) Landscapes shall be maintained to ensure water efficiency. A regular -" NO SYMBOL K.8.1. KC-XXX-S SPRING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RC\/ IMMEDIATELY ABOVE FIRST LATERAL LINE TEE, INSTALLED WHEN RECYCLED WATER CONVERSION HAS BEGUN. maintenance schedule shall include but not limited to cl1ecking, adjusting, WHEN RCV IS HIGHER THAN THE SPRINKLERS ( INSTALL AS REQUIRED TO PREVENT ALL LOW HEAD DRAINAGE). cleaning and repairing equipment; resetting the automatic controller, aerating l-lYDROZONE # 5: (Shrub PA.' Drip wi H.oof Drains) ,J0.0 X 0.5 X 3,797 X 0.6:2 -58,85:4 G11l./Yr POTABLE SYSTEM CALLOUT RECYCLED WATER SYSTEM CALLOUT and detaching turf areas; replenishing mulch; fertilizing; pruning; and weeding 0.8 VALVE NUMBER l VALVE NUMBER in all landscape areas. APPROVED FOR \!'later use Summary: . I .\l\.XL\IU,\l APPLlEU \\'A'l'Ul 210.542 Gal./Yr ~GP.M. PURPLE EQUIPMENT MUST BE USED ®I 15 -t-GPM. 2) Repair of irrigation equipment shall be done with U1e originally specified /RR/GA TION ANO PLANT/1\JG --VALVE TYPE ON ALL RECYCLED WATER SYSTEMS. ~VALVE TYPE materials or their approved equivalents. TOTAL LSTL\IA'l'EU \\',\.TU< L'SE, 209.390 Gal/Yr -I VALVE SIZE oeeration and Maintenance Manuals: ONLY, INCLUDING PRECISE I VALVE SIZE Prepare and deliver to the Owners Representative, prior to the start of Percenta.ge of MAWA used 89½ maintenance, all required and necessary descriptive material in LOCATION OF PLANTI/\/G (POTABLE SYSTEMS -GREEN VALVE BOX LIDS/ RECYCLED SYSTEMS -PURPLE VALVE BOX LIDS) complete detail and sufiicient quantity, properly prepared in four individually bound copies. Describe the material installed in sufficient AREA. detail to permit qualified operating personnel to understand, operate STATEMENT OF WATER CONSERVATION WATER CONSERVATION NOTES and maintain all equipment. Each manual shall include the following: "AS BUILT" Please note the following principles of design utilized on this project directed specifically THE FOLLOWING WATER CONSERVATION TECHNIQUES SHALL "The proposed recycled irrigation mainline and valves shall be high-lined and i. Index sheet indicating the Contractor's name, address and as conserving water and improving the efficiency of the irrigation system: BE EMPLOYED IN THIS PROJECT: telephone number, fax number and e-mail address. • WATER CONSERVING PLANTS, AND PLANTS NATIVE TO HOT, DRY connected to a potable water source pending successful completion of a ii. Duration of guarantee period with guarantee forms. All head spaced head to head 100% of manufacturers recommended radius. SUMMERS, UTILIZED IN 95% OF THE TOTAL PLANT AREA. cross-connection test perfonned by CMWD and DEH, Final connection to the RCE EXP. DATE All sprinkler heads utilize matched precipitation nozzles and check valves. iii. List of equipment with names and addresses of manufacturer's All sprinkler heads utilize pressure compensating screens. • IRRIGATION ZONES SEPERATED BY PLANT MATERIAL . recycled water is to be performed only after approvals from CMWD and DEH." local representatives. REVIEWED BY: Triangular spacing utilized for head layout throughout irrigation system. iv. Complete operating and maintenance instructions on all major equipment. • USE OF HYDROZONES WITH PLANTS GROUPED BASED UPON Irrigation zones separated by plant material types. AMOUNT OF WATER NEEDED TO SUSTAIN THEM. INSPECTOR DATE Irrigation zones separated by exposure and orientation. \)-tl0 SC,ip<' /1\ I SHBET I CITY OF' CARLSBAD SHEETS Utilization of irrigation system master valve. • SOIL AMENDMENTS UTILIZED TO IMPROVE WATER HOLDING O;-,;.,<o ,;. ""'Phy "I~ 15 Utilization of irrigation system flow sensor. CAPACITY OF SOIL. 4,% f-Ci· 4a ~ PLANNING DIVISION !:? "" ",> ':A Utilization of rain shut-off device connected to irrigation controller. • AUTOMATIC IRRIGATION SYSTEM ADJUSTED SEASONALLY AND & ; v------., ,; ~ LANDSCAPE: [MPROVEMEN'J' PLANS F'OR: WITH WATERING HOURS BETWEEN 9;QO P.M. AND 9:00 A.M. ,r --< Utilization of controller with water budgeting feature. ': 19na ur" STATE STREET TOWNHOMES 7-Jl-16 • IRRIGATION SYSTEM DESIGNED TO WATER DIFFERENT AREAS Underground Service Alert ~"'""' =s,d RESIDENTIAL-MODELS IRRIGATION SYSTEM SHALL BE TESTED AND MAINTAINED ON A MONTHLY OF THE LANDSCAPE BASED ON WATERING NEED. -fl. 01-1-4-15 JI.- -'1 D<lt• ~"I;- BASIS BY THE MAINTENANCE STAFF. AN IRRIGATION AUDIT, IN COMPLIANCE IRRIGATION LEGEND AND CALCULATIONS • RECOMMENDATIONS GIVEN FOR ANNUAL IRRIGATION SCHEDULE . 1< OF CALl'o<i' WITH THE STATE OF CALIFORNIA LANDSCAPE WATER MANAGEMENT ~~ Call• TOLL FREE I APPROVED: ~l I 6(. 1:::,1. \. ..oit S· ~-1.;-PROGRAM, SHALL BE PERFORMED BY A CERTIFIED IRRIGATION AUDITOR l ... PREPARED BY: :PLANNING PRIOR TO TURNOVER OF PROJECT AND EVERY 5 YEARS THEREAFTER. THE 1-800 SUMMERS/MURPHY & PARTNERS, INC. REGULAR MAINTENANCE SCHEDULE COUPLED WITH THE AUDITS SHOULD 422-4133 LANDSCAPE ARCHITECTS OWN BY: PROJECT NO. DRAWING NO. 34197 COAST HIGHWAY, SUITE 200 DATE INITIAL DATE INITIAL DATE lellTIAL CHKD BY: CT 13-05 484-2M HELP TO MAINTAIN THE IRRIGATION EFFICIENCY AS INTENDED IN THE DESIGN DANA POINT, CALIFORNIA 92629 DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: TWO WORKING DAYS BEFORE YOU DIG (949) 443-1446 FAX (949) 443-1631 C: \DRAWlNG FILES\TITLE SHEETS\CLS□-IP.OWG REVISED: 5/15/2012 ~tr (s~~ s,A ~ ~~s DR1 NOTES: 1. SEE IRRIGATION NOTES.LEGEND/SPECIFICATIONS FOR ALL DIMENSIONS AND LATERAL AND INLINE SPACING 2. ALL FITTINGS TO BE USED WILL BE PER MANUFACTURERS SPECIFICATIONS. USE COMPRESSION FITTINGS ONLY OR APPROVED EQUAL 3. IF DRIP TUBING HAS BEEN HAND DUG IN, STAKE DRIPLINE AT 4' O.C. AND AS NECESSARY TO INSURE SECURITY 4" BELOW GRADE. IF DRIP TUBING HAS BEEN PLOWED IN, NO STAKING IS NECESSARY. I I I I I I I I I I I I I I I I I I I I I I I I I I I 111-111-111-II-I I I-I I l-III-III-III-I I I -111-111-111-111-111-111-111-111-111- I I 1-=111=11 1=111=11 1=1 11=1 11 ---=11 1=1 I I= 111 n-II -Ill rr□-III -Ill -I1nIIl-lll=IID -11=111=11 1-1 I 1-1 I 1-1 I I= 11=111=11 I= -Ill 111 111 .: I 1=111 111 ~111 _Ill Ill f II 11 111 11 I 111 111 11 li I I JJ1 Ii' Ill I Ill 11 I ----=III=I I I= 111-111=111= ~ 11 ------------- ' '. 4" " AMMENDED SOIL' INSTALLED AFTER TUBING INSTALLATION DRIP TUBING AMMENDED SOIL' BRING SOIL LEVEL TO 4 1/2" BELOW FINISHED GRADE PRIOR TO DRIP '-. TUBING INSTALLATION "---WIRE STAKE RECOMMENDED INSTALLATION: 'AS PER LANDSCAPE DRAWINGS TO INSURE EVEN PARALLEL AND LEVEL TUBING ROWS IT IS RECOMMENDED THAT THE SOIL LEVEL IN THE PLANTER AREAS BE BROUGHT TO 41/2" BELOW FINISHED GRADE AND PROPERLY COMPACTED AS PER THE LANDSCAPED DRAWINGS PRIOR TO THE INSTALLATION OF THE TUBING. INSTALL TUBING AS INDICATED ON THESE DRAWINGS AND SECURE TO GRADE USING WIRE HOOP STAKES AT 5 FEET ON CENTER SPACING. BACKFILL FINAL 4" OF SOIL OVER THE TUBING AFTER INSTALLATION OF THE TUBING 6" - REMOTE CONTROL VALVE (SEE IRRIGATION LEGEND FOR CONFIGURATION) AV~ DOWN ' . , s LO@:£ ' ,. 0 J "- I r 20 1/\ I J J ' X ' t ~ 15 / /./ IR/VACUU (PLUMBED M RELIEF VALVE TO DRIPLINE (OR EQUL) AT EACH HIGH POINT) IN-LINE, S PRING CHECK DISCOURAGE VALVE TO LOW END DRAINAGE (TYP) ARROW IN TRIANGULA DICATES CHECK DIRECTION TE EMITTER SPACING (TYP) ATION LEGEND/SPECIFIC- R LATERAL AND IN LINE (SEE IRRIG ATIONS FO SPACING) PVC SUPP LY MANIFOLD -MANIFOLD / CONNECTIO c--" (PVC TO E N (OR EQUAL) LL) ~" i---AREA PERI IN LINE SP METER ACING .,,.------/ 10 ,: 0 J "-"-" I ' DRIPLINE LATERAL (OR EQUAL ) SEE LEGEND/ SPECIFICATI AND IN LIN ONS FOR LATERAL E SPACING PVC FLUS PERIMETER 5 -I~ H EXHAUST MANIFOLD LATERALS -12" FROM EDGE TREATMENT AT BOTTOM 0 F SLOPE AND 6" AT TOP ~PAVING OR >= ..... OF SLOPE r;:(\ METAL STAKE (TYP) LJ -------------(SEE NOTE 3) NOTES: 1. SEE IRRIGATION NOTES,LEGEND/SPECIFICATIONS FOR ADDITIONAL INFORMATION ZONE FLUSH VALVE PLUMBED TO PVC (TYP) 2. IF DRIP TUBING HAS BEEN HAND DUG IN, STAKE DRIPLINE AT 4' O.C. AND AS NECESSARY TO INSURE SECURITY 4" BELOW GRADE. IF DRIP TUBING HAS BEEN PLOWED IN, NO STAKING IS NECESSARY. 3. ALL FITTINGS TO BE USED WILL BE PER MANUFACTURERS SPECIFICATIONS USE COMPRESSION FITTINGS ONLY OR APPROVED EQUAL 4. RUN TUBING PARALLEL TO SLOPE. IN THE UPPER 2/3rd's OF THE SLOPE, SPACE TUBING AT 14-16". IN THE LOWER 1/3 OF THE SLOPE, INCREASE DISTANCE BETWEEN ROWS BY 25% OR APPROXIMATELY 22-112" 5. INSTALL CHECK VALVES IN SUPPLY AND FLUSH MANIFOLD LINE AS DETAILED/ AS REQUIRED TO DETER DRAIN DOWN. -----------6" JUTE WIRE STAPLE, INSTALL TO HOLD DOWN TUBING, 5 FEET ON CENTER ALONG LENGTH OF TUBING -rr;-,n--f~-m-~---J;=;:;:;::::;:;:;=::;;;::::;:;;:::--1/2" SCH 40 PVC THREADED TEE FITTING r=I l=I =·I 1-1 =I I= 1=11 = 1=111=1 = WITH TWO HUNTER PLD050 15mm (112") Ill Ill II ITT 111=111°-111=111 Ill Ill I X17mmBARBMALEADAPTERS mlllmlllii lllffi~ffi~m1 rnTTT;;;111;;;111;;;111~ 4" OF SOIL TO COMPLETEL y 4" ii'il I 1~111~ W~W~I I l;;;l );;;ill~W~W~W~ COVER THE DRIP TUBING I . "';;;;~~ !~~~d:::--LANDSCAPE DRIP LINE, -~ ~ ~ 17mm OUTSIDE DIAMETER 111 · 111: Ill 111111 =Ill Ill 111 Ill, \._ 12" 'Ill li'lllllj ! IIIII Ill I g I'll Ill Ill j FINISHEDGRADEOFAMENDEDSOIL m1 m 1 i'11m 1m11 d1m111m111m1111 11111 II I II I lj jll II I II Ill I II II 111 Iii IIE=~=~I SCH so PVC NIPPLE 112" x 6" MINIMUM ·_m m m m m km 1m I1Irr;L LENGTH. THREADED BOTH ENos ·, ,1~1111 1111III 11 i'11111 ~IIImIIIm,, ,1 1 · -AMEN□ED sITE soIL, sEE PLANTING PLANs -m-111-11-11,-,-------KING BROTHERS INDUSTRIES FLEXIBLE NIPPLE, 112" X 6", WITH FNPT X MNPT THREADED ENDS ~----SCH 40 PVC S XS X FNPT TEE FITTING, SIZE: HEADER X HEADER X 1/2" PVC HEADER LINE, SUPPLY OR DISCHARGE SECTION VIEW· N.T.S. NOTE: TUBING INSTALLED IN PARALLEL ROWS, SPACING AS INDICATED ON THE LEGEND. ----------ZONE FLUSH VALVE GI. PLUMBED TO PVC (TYP) FV MANIFOLD CONNECTION (PVC TO ELL) CK ( OR EQUAL) 't---f--ft":"lf-Jf--f--f-"-f4-----pvc FLUSH EXHAUST MANIFOLD X r--~-METAL STAKE (TYP) l~X~-++-----TRIANGULATE EMITTER SPACING (TYP) (SEE IRRIGATION LEGEND/SPECIFIC- ATIONS FOR LATERAL AND IN LINE SPACING) ,t-11r--::====::--PVC SUPPLY MANIFOLD D EMOTE CONTROL VALVE 4-------1'--+-f!Cc,_iK:rr-+---f~-+,H (SEE IRRIGATION LEGEND FOR CONFIGURATION) 1-----+--,AVf-+---+--t-c----t--, --SUPPLY MANIFOLD CONNECTION (PVC TO TEE) (OR EQUAL) ---DRIPLINE LATERAL (OR EQUAL) SEE LEGEND/ SPECIFICATIONS FOR LATERAL '-... AND IN LINE SPACING -......_ AREA PERIMETER IN LINE SPACING AIR RELIEF LATERAL -BLANK DRIPLINE (OR EQUAL) (CENTERED ON MOUND OR BERM) PERIMETER LATERALS -12" FROM PAVING OR EDGE OF TREATMENT ~-AIR/VACUUM RELIEF VALVE (PLUMBED TO DRIPLINE (OR EQUL) AT EACH HIGH POINT) ~-PVC FLUSH EXHAUST MANIFOLD ~-CHECK VALVES AS NECESSARY (TYP) (POTABLE SYSTEMS -GREEN VALVE BOX LIDS I RECYCLED SYSTEMS -PURPLE VALVE BOX LIDS) A DRIPLINE LAYOUT/ CONNECTIONS C: DRAWING FILES TITLE SHEETS CLSB-IP.DWG REVISED: 5 15 2012 ~----------------FINISHED GRADE ~---------------CONCRETE PAD, 6" THICK -----------FEBCO 825-YA REDUCED PRESSURE BACKFLOW DEVICE NOTE: ,--------"SMOOTH TOUCH", HIGH PROFILE, STAINLESS STEEL BACKFLOW DEVICE ENCLOSURE, SEE SPECIFICATIONS ~•+----------BRASS THREADED NIPPLES, TYPICAL, TOTAL OF 6 REQUIRED FOR ASSEMBLY ~--+-f--t+--------BRASS UNION H--t-t---------PRESSURE REGULATOR VALVE (REO. IF FIELD PRESSURE EXCEEDS 80 PSI) ,-tJ--+t---------BRONZE WYE STRAINER '-1,,..,~-H---------BRASS FLOW SENSOR RISER LENGTH UPSTREAM OF FLOW SENSOR SHALL BE A MINIMUM OF 10 PIPE DIAMETERS RISER LENGTH DOWNSTREAM OF FLOW SENSOR SHALL BE A MIN. OF 5 PIPE DIAMETERS ~--------BRASS MAINLINE PIPE TO MASTER CONTROL VALVE ~---------BRASS ELLS, 2 REQUIRED ~-----------APPROVED WATERPROOF WIRE CONNECTIONS, 2 REQUIRED ~-------------WIRES FROM FLOW SENSOR TO COPPER MAINLINE PIPE FROM WATER METER AND TO BACKFLOW PER CITY STANDARDS. SECTION VIEW -N.T.S. CONTROLLER INSIDE A I" SCH. 40 PVC ELECTRICAL CONDUIT AND 90 DEGREE SWEEP SEE CITY STANDARDS FOR TESTING REQUIREMENTS. ALL PIPING BETWEEN THE WATER METER AND THE MASTER CONTROL VALVE SHALL BE BRASS THREADED PIPE AND BRASS THREADED FITrlNGS SENSOR WIRES AND CONDUIT SHALL BE INSTALLED 18" BELOW FINISHED GRADE CITY DETAILS/ STANDARDS SUPERSEDE THESE PLANS. B E BACKFLOW PREVENTER (POTABLE) SECTION VIEW -N.T.S. DIMENSION A B 1/2" TO I 1/2" SIZE 12" 18" 2" TO 2 1/2" IN SIZE 12" 18" NOTE: INSTALL (2) LAYERS OF RECYCLE WATER WARNING TAPE CONTINUOUSLY ALONG MAINLINE ROUTE. • ONE LINE IMMEDIATELY ON TOP OF THE MAINLINE "ONE LINE 12" ABOVE THE TOP OF THE MAINLINE C D E F i 8" 30" 6" 6" 18" 30" 6" 6" ALL PLASTIC PIPING SHALL BE S~IAKED WITHIN TRENCH. BUNDLE WIRING AND WRAP WITH TAPE AT TEN FOOT INTERVALS. ALL MAINLINE PIPING TO BE INSTALLED IN ACCOROANCE WITH MANUFACTURERS INSTALLATION SPECIFICATIONS. PIPE AND WIRE TRENCHING ------FINISHED GRADE IN TURF AREAS C F ----PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN STREET SURFACE COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HAROSCAPE EDGE. HEAT BRAND "BS", "RECYCLED WATER" ONTO LID. BASKET STRAINER, SEE LEGEND FOR SPECIFICATION ~ PVC MAINLINE PURPLE "ALERT LINE" Qtl'~VVoc,• ,·-.1 £ e,f r1:.-TO MASTER VALVE, '-'.-.../ ~,'C•'o.~Or-t'n~ (,, gv ;)j r::·•i PIPE PER SPECS. "~ ,\1•.-Jc9 s ~ ,. o lo f, BRICK SUPPORTS NOTE: POTABLE WATER MINIMUM REQUIRED VERTICAL SEPARATION CONTROLLER ' STAINLESS STEEL, 18" OR24"WID E FRONT ENTRY ? CONTROLL ER ENCLOSURE ' NEMA3R RA IN PROOF RA TED I'.-0 ' 0 - -l I~ -----RAIN SENSOR INSIDE A STRONGBOX RGVRSS ENCLOSURE POWER SWITCH ----1ttL~! ;i'J~I AND RECEPTACLE I I ,----TERMINAL STRIP FOR / REMOTE CONTROL VALVE WIRE CONNECTIONS FINISHED GRADE I I I OF U-, I ,_Li 8b~ci~ii WITH , 1 1 1 1 111 ' PEA GRAVEL TO !,,; .. ', .c.111_---l.tl TOP OF BASE UNIT }_ll1~l--....., COMPACTED ___/ 1 ' SITE SOIL 1 1/4" PVC CONDUIT/- SWEEP FOR ELECTRIC SERVICE 1" PVC CONDUIT/SWEEP - FOR ET GAGE WIRES (IF REQ.) 1" PVC CONDUIT/SWEEP ---" FOR TELEPHONE LINE (IF REQ.) I/ ; -l+-----STAINLESS STEEL, U.L. = LISTED, PREDRILLED, 0 REMOVABLE BACKBOARD PREFORMED ALUMINIUM PAD STRONGBOX QUICKPAD ENCLOSURE MOUNTING PAD WITH PREFORMED ALUMINIUM PAD, PLASTIC BASE AND ALL STAINLESS STEEL HARDWARE ------1 1/4" PVC CONDUIT/SWEEP : ''-, FOR COMMUNICATION CABLE ..._ _ _.,~~_, TO OTHER CONTROLLERS (IF REQ.) ' ~--3" PVC CONDUIT/SWEEP FOR ~ CONTROL WIRES TO VALVES ~-----5/8" DIA. x 8' COPPER GROUND ROD W/#10 GROUND WIRE AND CLAMP ~---------1" PVC CONDUIT/SWEEP FOR FLOW SENSOR/MCV WIRES (IF REQ.) CONTROLLER ENCLOSURE PRESSURE MAINLINE PVC SLEEVES TO BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. SECTION VIEW -N.T.S. INSTALL (2) LAYERS OF RECYCLE WATER WARNING TAPE CONTINUOUSLY ALONG MAINLINE ROUTE. • ONE LINE IMMEDIATELY ON TOP OF THE MAINLINE • ONE LINE 12" ABOVE THE TOP OF THE MAINLINE DIMENSION A B C D E BELOW ROADS 24" 36" 36" 36" 6" SCHBO BELOW flON-ROADS 18" 36" 36" 36" 6" SCH40 TIE A 36" LOOP IN ALL WIRING AT .... .. CHANGES OF DIRECTION GREATER THAN 30 DEGREES, UNTIE AFTER ALL CONECTIONS HAVE BEEN MADE. NOTE: All proper signage, as sl10wn below, must be in place prior to issuance al meter tor your system. Failure to install the required signs per CMWD stanclards will delay your meter ,;et. II a system is lound to be gi•1en 48 hours notice to install proper signs before CMWD will lock oil existing meters. CMWD will not be tesponsible lot mil subsequent l<1ndscape material Uial rnay wither and die as a result of a meter being locked off. • RECYCLED WATER WHI rE PAl~ITED ALUMINUM SIGN WITH PURPLE VINYL LETfERS. PER THE IRI/INE SPECTHUM JRRIGAflON GUIDELINES. DO NOT DRINK INS rALL WI rH 318" SrAINLESS STEEL BOLTS AT A MINIMUM OF TWO LOC/\rlONS -LENG rH AS HEOUIRED. USE 1· DIAMETER WASHER TO PROTECT SIGN D REQUIRED SIGNAGE FOR RECYCLED WATEfl USE AREAS: • ALL USE AREAS ACCESSIBLE ro 1-----l-l/<l"GALVAMIZEDSTEEL U -CHANNEL, OR BOX POST PAIN rE0 WHI rE rHE PUBLIC SHALL BE POSTED WITH SIGNS (MINIMUM 2 PER METER) THAT /\RE VISIBLE TO THE PUBLJC IN A SIZE NO LESS rHAN 4 INCHES HIGH BY 8" WIDE. rwo (2) SIGNS ARE REQUIRED PER WATER METER 12' , f----COMCHC.TE ,. RECYCLED WATER SIGN FINISHED GRADE IN TURF AREAS ~----IDTAG,RECYCELD ~---PURPLE PLASTIC ROUND VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT NUT AND WASHER. HEAT BRAND "QCV" ONTO LID. ~ QUICK COUPLER ACME KEY WITH I"' BRASS HOSE SWIVEL, INST ALL OCV SO THAT KEY WILL CLEAR THE TOP OF BOX DURING OPERATION 0 PVC MAINLINE PIPE AND SCH. 80 SLIP TEE, WITH A SCH. 80 PVC T.0.E. NIPPLE, I" x 12" MIN. LENGTH, AND A I" BRASS THREADED ELL ~-------QCV SWING JOINT, WI TWO BRASS STREET ELLS, ONE BRASS THO. ELL, ONE 12" LONG BRASS THO. NIPPLE, AND ONE BRASS THD. NIPPLE, SECTION VIEW -NT.S. LENGTH AS REQ. ALL SWING JOINT COMPONENTS SHALL BE 1" SIZE . ~-----------LANDSCAPE FABRIC ALL PVC MAINLINE, PVC LATERAL LINES, AND CONTROL WIRES SHALL BE SLEEVED BELOW ROADWAYS WITH 80 PVC/ ALL OTHER HARDSCAPE ELEMENTS WITH SCH. 40 PVC, 2 TIMES THE DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN. NOTE: ~------------3/4" ROCK, I CUBIC FT. ALL CURBS SHALL BE MARKED WITH A "SCORE" MARK TO DESIGNATE SLEEVE LOCATION. HORIZONTAL DIMENSION BETWEEN SLEEVES SHALL BE A MINIMUM OF 4 INCHES DEPTHS OF SLEEVES, BACKFILL, AND COMPACTION OF TRENCH SHALL BE IN ACCORDANCE WITH CITY STANDARDS. SLEEVE TRENCHING APPROX. 8" 3.5' G USE A NON-HARDENING TEFLON PIPE SEALANT ON ALL THREADED CONNECTIONS. QUICK COUPLER KEY MUST CLEAR VALVE BOX. WRAP LANDSCAPE FABRIC AROUND SIDES AND BOTTON OF BOX TO COVERALL OPENINGS. (POTABLE SYSTEMS -GREEN VALVE BOX LIDS I RECYCLED SYSTEMS -PURPLE VALVE BOX LIDS) QUICK COUPLER VALVE ~--;~ METER BOX WITH METEER 24" I I 12" MIN. APPRO V[O roR /RR/GA TIOA! AND PLANTIAIG ONLY, INCLUDIA!G PREC'/SE LOCA TIOAI or PLANTING AREA. 10' MINIMUM WATER IRRIGATION MAINLINE WITH SLEEVE "AS BUILT" 12" RECLAIMED WATER IRRIGATION MAINLINE WITH SLEEVE -------~ l L -~=========== BRASS UNION BRASS NIPPLE TYP. L -'=============== LANDSCAPE FABRIC 3/4" ROCK, 2 CUBIC FT. ALL RECLAIMED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN THE "STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS WATER DISTRICT" RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS OCTOBER 1993. NOTE: VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE. INSTALLATION OF RECLAIMED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM THE POTABLE MAINLINE IN THE STREET. RCE __ _ REVIEWED BY: EXP. ___ _ DATE ~---------------PVC MAINLINE PURPLE "ALERT LINE" SERVICE LINE CROSSING J POTABLE MAINLINE CROSSING FROM P.O.C. NOTE: SF:f:flQI'! VIF.W • l'!.T.S. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF THE BASKET STRAINER ASSEMBLY. l~ISPECTOR DATE SHEETS (POTABLE SYSTEMS -GREEN VALVE BOX LIDS I RECYCLED SYSTEMS -PURPLE VALVE BOX LIDS) 11--t----t-- 1 ----------+----+---1--f--l I SHgEET I CITY OF CARLSBAD PLANNING DIVISION 15 H BASKET STRAINER Underground Service Alert Call, TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG PREPARED BY: ~=:....:::::=========='--'==~ LANDSCAPE: !MPROVE:ME:N'l' PLANS FOR: STATE STREET TOWNHOMES RESIDENTIAL-MODELS IRRIGATION DETAILS APPROVED: SUMMERS/MURPHY & PARTNERS, INC. II-----J----1----------------t---+----l---f---l PLANNING LANDSCAPE ARCHITECTS ;:;;D:;:~==,N;:::::B==Y,====;-;===P=R=OJ=E=c=T=N=o=.==;-;::D=R=A=~=,1 N=G=N=:O. 34197 COAST HIGHWAY, SUITE 200 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: __ _ DANA POINT, CALIFORNIA 92629 REVISION DESCRIPTION CT 13 05 484 2M (949) 443-1446 FAX (949) 443-1631 DESIGNER OF WORK DIHER APPfWVAL CITY APPROVAL RVWD BY: -- ~-----FINISH GRADE IN TURF AREAS I PURPLE PLASTIC RECTANGULAR VALVE BOX WITH T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LDC-KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "RCV" AND CONTROL STATION# ONTO LID. ID TAG, NON-POTABLE FINISHED GRADE IN SHRUB AREAS i,±aiaalli---24" WIRE LOOPS AND 3M DBY-6 WATERPROOF WIRE CONNECTORS SCH. 80 PVC SLIP 90 DEGREE ELL USE STANDARD ~ SCH. 40 PVC PIPE OR BOX OPENINGS SCH. 80 T.O.E. NIPPLE FOR PIPE, DO ~ o1i WITH D.l. SERVICE TEE NOT CUT BOX LL..::,,,c;:0c,:;0"-"'•-"l"=:,r....::...,::;====~""::...::osr,~ TAPE WIRES TO PIPE BRICK SUPPORTS, j SCH. 80 PVC SLIP TEE OR LEEMCO DUCTILE 4 REQUIRED IRON BBT SERVICE TEE LASCO #896 PVC UNION FOR USE ON BELL AND SLIP X MIPT, SIZE PER RCV, GASKET MAINLINE PIPE 2 REQUIRED FOR ASSEMBLY 3/4" CRUSHED GRAVEL, ELECTRIC REMOTE CONTROL 4" MINIMUM DEPTH VALVE, SEE LEGEND FOR TYPE LANDSCAPE FABRIC TO SPARE CONTROL WIRE, LOOP COVER BOTTOM AND ALL 48" LENGTH INTO EACH RCV BOX SIDES OF VALVE BOX A F K SECTION VIEW -N.T.S. (POTABLE SYSTEMS -GREEN VALVE BOX LIDS/ RECYCLED SYSTEMS -PURPLE VALVE BOX LIDS) REMOTE CONTROL VAL VE ' : e---~-1-~•~· ~~--PVC IRRIGATION MAINLINE PIPE, PER . . . . ' SPECIFICATIONS. INSTALL MAINLINE PIPE 18" OFF OF HARDSCAPE EDGE, EXCEPT WHERE NECESSARY TO INSTALL VALVE MANIFOLD OR QCV; OR TO AVOID ANY OBSTRUCTIONS ADJACENT TO HARDSCAPE I~.,~f-'--~-:----REMOTE CONTROL VALVE . ~-+'-~,--. ~-PVC SUBMAIN PIPE, SIZE PER THE LARGEST CONTROL VALVE IN MANIFOLD .. 1--·'-++-'----+-··_. -~· ·-~-PVC IRRIGATION MAINLINE INSTALLED 3 FT FROM HARDSCAPE EDGE FOR VALVE MANIFOLD ~1-'."-'+c--'-'--.,~--BALL VALVE FOR RCV MANIFOLD ISOLATION C •, . . ·. 1-.-,-+-~~---'--,-'---QUICK COUPLER VALVE AND SWING JOINT v'--------+---~-+---SCH. 80 PVC 45 ELL FITTING, SIZE PER ., ~ ., ., , , .• , MAINLINE, TYPICAL ,, ~-, .• -, r-1 -, I~-'--'-~· --HARDSCAPE EDGE (IE. SIDEWALK, ROADWAY, ' · • CURB OR OTHER PAVING MATERIAL) ,\_, ,i, I ,v ,i, 18"-~ ·~~ .• --MAINTAIN 18" SET BACK FOR MAINLINE FROM HARDSCAPE EDGE EXCEPT AS NOTED ,, ., ., Q-i--' • __ •_.~-OBSTRUCTION SUCH AS LIGHT POLE, POWER ., , ~-, , PEDESTAL DR OTHER AS MAY BE FOUND ., ., ., , , ON THE SITE, ROUTE MAINLINE AROUND SUCH OBSTRUCTIONS ,,, '✓ ,i, i, ❖ • ,. ,:, ,i, ,i,<21 ,v ' ~ \ • •·. ,:, ,i, ❖ -----:, (POTABLE SYSTEMS -GREEN VALVE BOX LIDS/ RECYCLED SYSTEMS-PURPLE VALVE BOX LIDS) MAINLINE AND VALVE LAYOUT ~--------FINISHED GRADE IN TURF AREAS ~-----PURPLE PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "MCY" ONTO LID. ~----SCH. 80 PVC THO. NIPPLE, LENGTH AS REQ , 3" MIN. =-MASTER CONTROL VALVE, SEE LEGEND FOR SPEC. =--"TT1:_""'rrF_J~~i=-===1-====~\i• ~-FINISHED GRADE m m r , 1~-INSHRUBAREAS • 111 11 r "" .....,__ -11=w WIRE CONNECTIONS 111=111= l 1r:J~~d!~·,,J__:\l!±!m±Hnr-VALVE ID TAG. NON.POTABLE . ffi Tf -~--11=+1+==1-iel'---SCH. 80 PVC UNION NOTE: ·~---TRANSITION TO CORRECT PIPE DEPTH USING TWO 45 DEGREE SCH. BO PVC ELLS '-1\i'sc-'"-c----SCH. 80 PVC T.O.E NIPPLE PVC MAINLINE TO RCV'S, SEE SPECIFICATIONS i.c:;;~~--BRICK SUPPORTS !--"F.!,----'c=-"--'c::.._.:e....::'--' 4 REQ. PER BOX ~-------3/4" ROCK, 3 CUBIC FT. '--------LANDSCAPE FABRIC, WRAP UP AND OVER BOX HOLES '----------AQUASEAL/VAPORLOCK OPEN END OF CONDUIT ~----------CONTROL WIRES IN SCH. 40 PVC ELECTRICAL CONDUIT CONTINUOUS TO CONTROLLER ~----------------BRASS MAINLINE PIPE AND SECTION VIEW· N.T.S. FITTINGS FROM BACKFLOW PER SPECIFICATIONS BRASS ELLS, BRASS NIPPLES, UNION, FEMALE ADAPTER AND AND ALL NIPPLES SHALL BE SIZED TO MATCH THE MASTER CONTROL VALVE OR AS INDICATED ON THE DRAWINGS. INSTALL VALVE BOXES 12" APART AS INDICATED ON EQUIPMENT SHALL BE INSTALLED SUCH THAT THERE IS NO LEVERAGE OR STRESS ON THE VALVE ASSEMBLY. PIPE SHALL NOT COME INTO CONTACT WITH VALVE BOX. USE A NON-HARDENING TEFLON PIPE SEALANT ON ALL THREADED CONNECTIONS. PROVIDE REGULATOR FOR VALVES WHEN PSI EXCEEDS 80PSI AT THE VALVE. (POTABLE SYSTEMS -GREEN VALVE BOX LIDS/ RECYCLED SYSTEMS· PURPLE VALVE BOX LIDS) MASTER CONTROL C: DRA'MNG FILES TITLE SHEETS CLSEl-lP.DWG REVlSED: 5 15 2012 8 0 CD 0 0 ® ® FINISH GRADE STANDARD VALVE BOX WITH PURPLE COVER. WATERPROOF CONNECTION: RAIN BIRD DB SERIES VALVE ID TAG JO-INCH LINEAR LENGTH OF WIRE, COILED PRESSURE REGULATING FILTER: RAIN BIRD PRF-100-RBY (INCLUDED IN XCZ-100-PRF KIT) 1-------LOW VOLTAGE WIRES, 3 MAXIMUM -------WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE ~~~a:;,,a------CLOSE TUBE LID AFTER WIRE IS INSERTED INTO TUBE 11I-------POLY TUBE PRE-FILLED WITH WATERPROOF OEL ~--------FINISHED GRADE !N TURF AREAS ~-----PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "PB' ONTO LID. ~----SEAL CONDUIT ENDS WITH AQUASEAL WATERPROOF ELECTRICAL CONNECTORS FOR ALL WIRE $PUCES, SEE DETAIL S10038 1/2' fu-'---1----1----~ m ---------FINISHED GRADE IN SHRUB AREAS 1-111-111-112"' INSTALL SPRINKLER HEAD FLUSH WITH FINISHED GRADE IN TURF AREAS POP-UP SPRINKLER HEAD, SPRAY OR ROTOR SEE LEGEND FOR SPECIFICATION PURPLE COLLAR ON RECYCLED SYSTEMS INSTALL SPRINKLER HEAD 1/2" ABOVE FINISHED GRADE IN SHRUB AND GROUND COVERS AREAS SIDE VIEW 0 ® ® PVC SCH 40 FEMALE ADAPTOR ~--LOCK TABS PREVENT WIRE FIEMOVAL ONCE CONNECTOR IS INSERTED i' I Im~. --UNDISTURBED SOIL Ill= '--\t-------AQUASEAL/VAPORLOCK TOP VIEW B G "' , " ' . . NOTE· 2 a o LATERAL PIPE REMOTE CONTROL VALVE: RAIN BIRD 100-0Y (INCLUDED IN XCZ-100-PRF KIT) PVC SCH 40 TEE OR ELL TO MANIFOLD J-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL MANIFOLD PIPE AND FITTINGS (POTABLE SYSTEMS -GREEN VALVE BOX LIDS / RECYCLED SYSTEMS -PURPLE VALVE BOX LIDS) DRIP RCV ASSEMBLY RECTAflGULAR VALVE BOX, TYPICAL-------- STAINLESS STEEL BOLT, WASHER AND -- NUT TO SECURE BOX LID, TYPICAL HEAT BRAND LETTERS AND NUMBERS -- ----QUICK COUPLING VALVE BOX, TYP. ~--STAlf!LESS STEEL BOLT, WASHER AND NUT TO SECURE BOX LID, TYPICAL k1 -,j'- .. . . ' X X I 12" I -,r--,r- : '----PAVING EDGE, TYPICAL SECTION VIEW -N.T.S. . . CENTER VALVE BOX OVER REMOTE cm!TROL VALVE TO FACILITATE VALVE MAINTENANCE. INSTALL VALVE BOXES IN SHFIUB MID GROUND-COVER AREAS WHEHE POSSIBLE. INSTALL VALVE BOXES PARALLEL TO EACH OTHER AND PEFlPENDICULAR TO PAVING EDGES. AVOID HEAVILY COMPACTING SOIL AF\OUND VALVE BOXES TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOXES. DRIP RCV AfJD WYE STF!AlflER BOXES IN THE SAME ORIENTATION AS THE BALL VALVE BOX. (POTABLE SYSTEMS -GREEN VALVE BOX LIDS/ RECYCLED SYSTEMS -PURPLE VALVE BOX LIDS) VALVE BOX PLACEMENT RECYCLED WATER GENERAL NOTES C H NOTE: SCOTCHLOK ELECTRICAL SPRING CONNECTOR. WIRES SHALL BE PRE-STRIPPED OF 1/2" OF THE ,......._, 11 INSULATION PRIOR TO INSERTION INTO THE COflNECTIOR. TWIST CONNECTOR ONTO WIRES TO 11111 SECTION VIEW· N.T.S. SEAT FIRMLY. SCOTCHLOK CONNECTOH AND WIRES INSERTED I'1TO TUBE UNTIL THE CONNECTOR PASSES LOCK TABS WIRE CONf!ECTOR SHALL BE A 3M □BY DIRECT BURY SPLICE KIT. KIT SHALL INCLUDE A SCOTCHLOK SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2-31114 OR 2 1112 PRE-STRIPPED COPPER WIRES. LARGEF\ WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LAF\GER APPROVED WIRE CONNECTION. WIRE CONNECTOR FINISHED GRADE IN TURF AREAS ~-----ID TAG, NON-POTABLE ~----PURPLE PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BY" ONTO LID. ~---BRASS BALL VALVE, SEE LEGEND FOR SPECIFICATION SCH. 80 PVC UNION 1/2' 2" llllllllllllf :Ill Ill -~~Ni~~~~~~~~ .•111 111 111 111: r 1111111111!:.--SCH. 80 PVC T.O.E. NIPPLE · = = LENGTH AS REQ., TYPICAL =I 11=1 I 111 111 TRANSITION UP AND DOWN ...---J:...,.L.,LJ:J-'~--[::J,--,,rp,,_1-,-"lul::;: 111= TO MAINLINE DEPTH FOR BALL VALVE USING TWO SCH. 80 PVC 45 DEGREE ELLS, BOTH SIDES OF 2" BALL VALVE ~.000;)~• "---'I./, PVC MAINLINE PIPE, SEE ~oc0~,9c'l SPECIFICATIONS, TYPICAL k:::::,,JQ.J,%0•rl'>j . BRICK SUPPORTS &f&, '-V 4 REQ PER BOX t SCH. 80 PVC NIPPLE -----------LANDSCAPE FABRIC, WR.Af' SECTION VIEW -N.T.S. UP AND OVER BOX HOLES ~-----------3/4" ROCK, 3 CUB!C FT. NOTE: PVC MAINLINE PIPE 11~------VALVE BOX ~---11--------BALLVALVE """======"" PLAN VIEW -fl.T.S. BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE, INSTALL VALVE AND BOX PARALLEL TO HARDSCAPE EDGE, INSTALL BOX OFF-CENTER OF VALVE. INSTALL VALVE BOX EXTENSIONS AS REO. TO ACHIEVE PROPER VALVE AND PIPE DEPTH WRAP LANDSCAPE FABRIC AROUND SIDES AND BOTTON OF BOX TO COVER ALL OPENINGS. (POTABLE SYSTEMS -GREEN VALVE BOX LIDS/ RECYCLED SYSTEMS -PURPLE VALVE BOX LIDS) BALL VALVE 2'1 & SMALLER D NOTE: OPEN END OF CONDUITS l('lf,-----\l.-----LOW VOLTAGE CONTROL WIRE COIL, 24" MINIMUM BF{ICK SUPPOF-ffS 4 REQUIRED PER BOX ---------SCH. 40 ELECTRICAL ----' CONDUIT, WHERE REQ., SEE SPECIFICATIONS ~---------LANDSCAPE FABRIC, WRAP UP AND OVER BOX HOLES ~----------3/4" ROCK, 3 CUBIC FT SECTION VIEW -N.T.S ALL CONTROL WIRE SPLICES SHALL BE INSTALLED INSIDE PULL BOXES. ALL SPLICES SHALL BE MADE IN ACCORDANCE WITH STANDARD PLAN NO. 516. WRAP LANDSCAPE FABRIC AROUND SIDES AND BOTTOM OF BOX TO COVER ALL OPENINGS. (POTABLE SYSTEMS -GREEN VALVE BOX LIDS/ RECYCLED SYSTEMS-PURPLE VALVE BOX LIDS) CONTROL WIRE PULL BOX PURPLE PLASTIC 6" CIRCULAR VALVE BOX WITH -~ BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "AV"ONTO LID. MULCH LAYER (SEE NOTE 1) r SET BOX 1" ABOVE MULCH LAYER ,~---~----oa' 1,, AIRNACUUM RELIEF SCH. BO NIPPLE ------+f-----[] (LENGTH AS REQUIRED) BRICK SUPPORTS (THREE) PVC PIPING AND FITTING NOTES: 1. 2" DEEP LAYER MULCH MATERIAL AS PER SPECIFICATIONS, 2, AIR VACUUM RELIEF VALVE CANNOT BE CONNECTED LOWER THAN DRIPLINE LATERALS. 2" II~ 11. FINISH GRADE l11 I- (POTABLE SYSTEMS-GREEN VALVE BOX LIDS/ RECYCLED SYSTEMS-PURPLE VALVE BOX LIDS) AIR RELIEF VALVE UNDISTURBED SOIL PRE-ASSEMBLED TRIPLE SWING JOINT, HUNTER SJ SERIES (OR APPROVED EQUAL) LAY LENGTH TO BE 6" MINIMUM SIZE AS PER SPRINKLER OUTLET SCH 40 PVC SxSxT TEE FITTING LATERAL x SPRINKLER INLET SIZE LATERAL LINE, SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIRED NOTE: E J INSTALL SPRINKLER HEADS 6''FROM PAVING EDGE IN GROUND COVER AREAS. INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. POP-UP SPRINKLER PURPLE PLASTIC 6" CIRCULAR VALVE BOX WITH -~ BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "FV"ONTO LID. SET BOX 1" ABOVE-~ MULCH LAYER n;;;~1 ,m111 11 1'11rr 11-1 1-rn--,rn-:m m' "m" rrr -,,i JII II' P.V.C. SCHEDULE 40 ELL END FLUSH BALL CHECK VALVE NOTE: 12" 12" MIN. JPS FLEX HOSE EXTENSION MULCH LAYER (SEE NOTE 1) L P.V.C. PIPE OR POL YTUBING AS APPLICABLE 1. 2" DEEP LAYER MULCH MATERIAL AS PER SPECIFICATIONS. (POTABLE SYSTEMS -GREEN VALVE BOX LIDS/ RECYCLED SYSTEMS -PURPLE VALVE BOX LIDS) DRIP FLUSH VALVE 1. ALL WORK SHALL BE DONE IN ACCORDANCE '111TH THE CARLSBAD t.lUNICIPAL WATER DISTR!Crs RULES AND REGULATIONS. 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. 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT '111TH RECYCLED WATER SPRAY, MIST OR MISTING. 3, BEST MANAGEMENT PRACTICES SHALL BE USED TO ELlt.llNATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING. RUN-OFF, OVER-SPRAY, AND MISTING. 4, HOSE BIBS ARE STRICTl Y PROHIBITED, 5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTl Y PROHIBITED. 6. NO SUBSTITUTION OF PIPE MATERIALS 1'11LL BE ALLO\\lcD 1'11THOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRIC1S RULES AND REGULATIONS, 8. HOURS FOR IRRIGATION '111TH RECYCLED WATER ARE FROM 10:00 P,M, TO 6:00 A.M. THE HOURS FOR IRRIGATION '111TH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PER!OOS '111TH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGN A TED USER SUPERVISOR. IRRIGATION '111TH WATER OF A LESSER QUALi TY THAN Dl~NFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10:00 P.M. TO 6:00 A.M, 9. BURIAL OF ALL 1'11RING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRIC1S RULES AND REGULATIONS. 10. NON-DE~GNATED USE AREAS SHALL BE PROTECTED FROM CONTACT '111TH RECYCLED WATER, WHETHER BY 1'11ND BLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION IS STRICTLY PROHIBITED, 11, IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVERSPRAYING 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 CARLSBAD MUNICIPAL WATER DISTRIcrs RULES AND REGULATIONS. 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-COOED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE. H. ALL IRRIGATION PIPE SHALL BE STENCILED '111TH WARNING, "NON-POTABLE OR RECYCLED WATER", COLOR-CODED (PURPLE) AND LAID '111TH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRIC1S RULES AND REGULATIONS. 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SE\\lcR LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PRO.£CT ENGINEER AND/OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES, Underground Service Alert 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 1'11THIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTR!C1S RULES AND REGULATIONS. 18, THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONt.lENTAL HEALTH. 19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. COPIES OF INSPECTION REPORTS 1'11LL BE FORWARDED TO THE NON-INSPECTING PARTY. 20, THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGN SHALL BE CALLED OUT ON THE PLANS. 21. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN \\RITING, THIS INDIVIDUAL SHALL BE FAMILIAR '111TH PLUMBING SYSTEM 1'11THIN THE PROPERTY, '111TH 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 DE~GNATION, '111TH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT OR AFTER HOURS CONTACT TOM BAINE AT TAYLOR MORRISON 949.341.1255 TOM BAINE AT TAYLOR MORRISON 949.3+1.1255 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER lllcLLS AND WATER COURSES 1'11THIN 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 THE SITE. 24. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED '111TH RECYCLED WATER AND POTABLE WATER, SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. 25, ALL IRRIGATION BACKFLOW PREYENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY lllcB SITE AT WWW.CI.CARLSBAD.CA.US/PDFDOC.HTML?PID~340. I HAVE COMPILED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN APPRO V[O roR /RR/GA T/Of\l ANO PLAN Tlf\lG ONLY, INCLUO/f\lG PREC'/SE LOCATION or PLANTING AR[A. "AS BUILT" RCE ___ _ EXP ____ _ DATE REVIEWED BY: INSPECTOR DATE SHEETS 1!----+----l------___j___---1-------L-__j_______J 0 15 1 LJTI CITY OF' CARLSBAD PLANNING DIVISION ~==--=============='....'::::==~ LANDSCAPE: lMPROVE:MENT PLANS FOR: Pl-ANS TO BE SUPERCEDEO BY OTY OF CAALSEIAO LANDSCAPE STANDARDS STATE STREET TOWNHOMES RESIDENTIAL-MODELS IRRIGATION DETAILS Call, TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG •~--+---1------------------+---+---1----I---IIAPPROVED: -!\ PREPARED BY: ,. /rc;;.,..t, er-~\-o:±t ~-~-1,::; SUMMERS/MURPHY & PARTNERS, INC. "--'P-L=A;N-N=IN~G~~~~~;~~~~~~~~~~~~~~==== LANDSCAPE ARCHITECTS ~ 34197 COAST HIGHWAY, SUITE 200 DATE INITIAL □ATE INITIAL DATE OWN BY: DANA POINT, CALIFORNIA 92629 INITIAL CHKD BY: __ _ (949) 443-1446 FAX (949) 443-1631 DESIGNER OF woRK REVISION DESCRIPTION ornrn APPrwvAL cnY APPROVAL RVWD BY: PROJECT 1~ 0. CT 13-05 DRAWING NO. 484-2M PART I -GENERAL SECTION 02811 LANDSCAPE IRRIGATION 1.01 SUMMARY A. It Is the Intent of the specifications and drawings that the finished system Is complete In every respect and shall be ready for operation satisfactory to the Owner. B. The work shall include all materials. labor, services, transportation, and equipment necessary to perform the work as indicated on the drawings, in these speciflcotion, and as necessary to complete the contract. 1.02 CONSTRUCTION DRAWINGS A. Due to the scale of the drawings, It Is not posslble to Indicate all offsets, fittings, sleeves, etc. which may be required. The Contractor shall carefully lnvestlgote the structural and finished conditions affecting all of his work and pion his work accordingly, fumie:hing such fittings, etc. as may be requtred to meet such conditions. Drawings ore generally diagrammatic and lnd!cotlve of the work to be Installed. The work shall be Installed In such a manner as to ovoid conflicts between Irrigation systems, planting, and architectural features. 8. Al! work called for on the drawings by notes or details shall be furnished and Installed whether or not speclflcolly mentioned In the specifications. \Vnen an Item Is shown on the plans but not shown on the specifications or vice verso, tt shall be deemed to be as shown on both. The Landscape Architect shall have final authority for clarlflcatlon. C. The Contractor shall not wlllfuUy Install the Irrigation s,stem as shown on the drawings when It Is obvious in the field that obstructions, grade differences or discrepancies in area dimensions exist that might not have been considered In engineering. Such obstructions or differences should be brought to the attention of the Landscape Architect as soon as detected. In the event this notification is not performed, the lrrfgotlon Contractor shall assume full responslblllty for any revision necessary. 1.03 QUALITY ASSURANCE A. Provide at least one engllsh speaking person who shall be present at all times during execution of this portion of the work and who shall be thoroughly famlltar with the type of materials being Installed and the manufacturer's recommended methods of lnstollatlon and who shall direct all work performed under this section. B. Manufacturer's directions and detailed drawings shall be followed In all coses where the manufacturer of articles used in this contract furnish directions covering points not shown In the drawings and specifications. C. All local, municipal and etate laws, rules and regulations governing or relating to any portion of this work ore hereby Incorporated into and mode a part of these specifications, and their provisions shall be carried out by the Contractor. Anything contained in these specifications shall not be construed to connict with any of the above rules and regulations of the same. However, when these specifications and drawings coll for or describe materials, workmanship, or construction of a better quality, higher standard, or larger size than ts required by the above rules and regulations, the provisions of these specification! and drawings shall toke precedence. D. All materials supplied for this project shalt be new and free from any defects. All defective materials shall be replaced immediately at no odditfonol cost to Owner. E. The Contractor shall secure the required license! and permits including payments of charges and fees, give required notfces to public authorlt!es, verify permits secured or arrangements made by othere affecting the work of this section. 1.04 SUBMITTALS A. Materials Ust: 1. After award of contract and before any irrigation system moterlals ore delivered to the Job site, submit to the Owner o complete list of all irrigation systems, materials, or processes proposed to be furnished and Installed as port of this contract. 2. Show manufacturer's name and catalog number for each Item, furnish complete catalog cuts and technical data, furnish the manufacturer's recommendatione as to the method of Installation. 3. No subetitutions will be allowed without review and approval by the City and prior written acceptance by the Landscape Architect or Owner's authorized representative. 4. Manufacturer's warranties shall not relieve the Contractor of his liablllty under the guarantee. Such warrantlee shall only supplement the guarantee. B. Substitutions: If the Irrigation Contractor wishes to substitute any equipment or materials for those equipment or materials listed on the irrigation drawings and specifications he may do so by providing the following Information to the City and the Landscape Architect or Owners authorized representative for approval. 1. Provide a written statement indicating the reason for making the substitution. 2. Provide catalog cut sheets, technical data, and performance Information for each substitute Item. .3. Provide in writing the difference in installed price If the item is accepted. 1.05 EXISTING CONDITIONS A. The Contractor shall verify and be familiar with the locations, :size and detail of points of connection provided as the source of water, electrical supply, and telephone Hne connection to the Irrigation system. 8. Irrigation design Is based on the avollable statfc water pressure shown on the drawings. Contractor shall verify static water on the project prior to the start of construction. Should a dh!creponcy exist, notify the Landscape Architect and Owner's authorized representative prior to beginning construction. C. Prior to cutting Into the soll, the Contractor shall locate all cables, conduits, sewer septic tonks, and other utilities as are commonly encountered underground and he shall take proper precautions not to damage or disturb such Improvements. If a conflict exists between the ,uch obstacles and the proposed work, the Contractor shall promptly notify the Landscape Architect and Owner who will arrange for relocations. The Contractor wlll proceed in the same manner If a rock layer or any other such conditions ore encountered. D. The Contractor !!hall protect all existing utllltles and features to remain on and adjacent to the project site during construction. Contractor shall repair, at his own cost, all damage resulting from his operations or negligence. E. The Irrigation Contractor shall coordinate with the General Contractor for Installation of required sleeving as shown on the plans. 1.06 INSPECTIONS A. 8. C. The Contractor shall permit the Landscape Architect and Owner's authorized representative to visit and inspect at oil timee any part of the work and shall provide access for such visits. In addition, the City Inspector wlll ask for a preconstructlon meettng and periodic Inspections. \Vnere the !lpeciflcotlons require work to be tested by the Contractor, it shall not be covered over unt!I accepted by the Landscape Architect, Owner's authorized representative, and/or governing agencies. The Contractor shall be solely responsible notifying the Landscape Architect, Owner, and governing agencies, a minimum of 48 hour, in advance, where and when the work ls ready for testing. Should any work be covered without testing or acceptance, it shall be, if so ordered, uncovered at the Contractor's expense. Inspections wlll be requlred for the following at a minimum: 1. Sleeving 2. System layout 1.08 A. B. 1.09 A. 8. C. D. 1.10 A. 8. CLEANUP AND DISPOSAL Dispose of waste, trash, and debris tn accordance with applicable Iowa and ordinances and as prescrlbed by outhorltiee having ~rledlction. Bury no such waste material and debris on the site. Burning of trash and debris will not be permitted. The Contractor shall remove and dispose of rubbish and debris generated by hie work and workmen at frequent intervals or when ordered to do so by the Owner's authorized representative. At the time of completion the entire stte wlll be cleared of tools, equipment, rubbish and debris which shall be disposed of off-site In a legal disposal area. TURNOVER ITEMS Record Drawings: 1. lrrtgatlon os-bulll plans are required to be submitted. Submittal of as-built plans shall be as required by the Engineering & Planning Divisions. The final plans 2. The final plans should be prepared by the landscape architect from dimensions provided by the contractor. 3. The Final os-bullt plans to be drafted clearly to the satisfaction of the City. and the final plans eholl be submitted to the City for their keeping. 4. The Final as-built plans will be required to be approved and eigned by the City prior to release of securities. 5. 6, The changes and dimensions shall be recorded in a legible and workmanlike manner to the sattsfoctlon of the owner. Prior to final Inspection of work, submit record drawings to the Landscape Architect or Owner's authorized representative. Dimensions from/to permanent points of reference such as bulldlngs, sldewalks, curbs, etc. shall be shown. Data on record drawings shall be recorded on a day to day basis as the project Is being Installed. All lettering on drawfngs shall be minimum 1/8 inch in size. 7. Show locations and depths of the following items: a. Point of connection (Including water meters, bockflow preventers, master control valves, etc.) b. Routing of sprinkler pressure lines (dimension, shown at a maximum of 100 feet along routing), Including sleeves for pipe and wire. c. Ball valves d. Automatic remote control valves e. Qutck coupling valves f. Routing of control wires g. Irrigation controllere h. Related equipment (as may be directed) 8. Maintain record drawings on site at all times. Upon completion of work, transfer all as-built Information and dimensions to reproducible sepia prints. Controller Charts: 1. Record drawings must be approved by Landscape Architect and/or Owner's authorized representative before charts are prepared. 2. Provide one controller chart for each automatic controller. Chart shall show the area covered by the particular controller. 3. The chart Is to be a reduced copy of the actual "record" drawing. In the event the controller sequence is not legible when the drawing Is reduced, it shall be enlarged to a readable size. 4. W'hen completed and approved, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum 20 mils in thickness. Operation and Maintenance Manuals: 1. Two Individually bound copies of operation and maintenance manuals shall be delivered to the Landscape Architect or Owner's authorized representative at least 10 calendar days prior to final Inspection. The manuals shall describe the material Installed and the proper operation of the system. 2. Each complete, bound manual shall include the following Information: a. Index sheet stating Contractor's address and telephone number, duration of guarantee period, list of equipment lncludlng names ond addresses of local manufacturer representatives. b. Operating and maintenance Instructions for all equipment. c. Spare parts lists and related manufacturer information for all equipment. Equipment: 1. Supply as a port of this contract the following Items: o. Two (2) wrenches for disassembly and odj.Jstment of each type of sprinkler head used in the Irrigation system. b. Three 30-inch sprinkler keys for manual operation of control valves. c. Two keys for each automatic controller. d. Two quick coupler keys with a 3/4" bronze hose bib, bent no,e type with hand wheel and two coupler lid keys. e. One valve box cover key or wrench. f. One 5-foot tee wrench for operating gate valves 3 inches or larger (If used). g, S!x extra sprinkler heads of each size and twe. 2. The above equipment shall be turned over to Owner's authorized representative at the final Inspection. COMPLETION At the time of the pre-maintenance period inspection, the Landscape Architect, Owner's authorized representative, and governing agencies will inspect the work, and if not accepted, will prepare a list of Items to be completed by the Contractor. At the lime of the post-maintenance period or final Inspection the work wlll be reinspected and flnol acceptance will be In writing by the Landscape Architect, Owner's authorized representati've, and governing agencies. The Owner's authorized representative shall hove final authority on oil portions of the work. C. After the system hos beM1 completed, the Contractor shall instruct Owner's authorized representative in the operation and maintenance of the Irrigation system and shall furnish a complete set of operating and maintenance Instructions. D. Any seltHng of trenches which may occur during the one-year period following acceptance shall be repaired to the owner's satisfaction by the Contractor without any oddltlonol expense to the owner. Repairs shall Include the complete restoration of all damage to planting, paving or other Improvements of any kind as a result of the work. 1.11 GUARANTEE A. The entire sprinkler system, lncludlng all work done under this contract, eholl be uncond!tionolly guaranteed against all defects and fault of material and workmanship, including settl!ng of backfilled areas below grade, for a period of one (1) year following the fil!ng of the Notice of Completlon. Should any problem with the Irrigation system be discovered within the guarantee period, It shall be corrected by the Contractor at no additional eKpenae to owner within ten (10) calendar days of receipt of written notice from Owner. 'Mien the nature of the repairs as determined by the Owner constitute on emergency (i.e. broken pressure line) the Owner may proceed to make repairs at the Contractor's expense. Any and all damages to existing Improvement resulting either from faulty materials or workmanship, or from the necessary repairs to correct some, shall be repaired to the satisfaction of the owner by the Contractor, all ot no additional cost to the Owner. 8. safe Guarantee shall be submitted on Contractors own letterhead as follows: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM for We hereby guarantee that the sprinkler Irrigation system we have furnished and Installed Is free from defects in materials and workmanship, and the work has been completed In accordance with the drawings and specifications, ordinary wear and tear and unusual abuse, or neglect excepted. We agree to repair or replace any defective material during the period of one year from dote of filing of the Notice of Completion and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional cost to the owner. We shall make such repairs or replacements within 10 calendar days followlng J. Pressure test of irrigation morn line (Four hours ot 125 PSI or 120~ of static waler written notification by the owner. In the event of our fallure to make such repairs or replacements within the time specified after receipt of written notice from owner, we authorize the owner to proceed to have said repairs or replocemente made at our expense and we will pay the costs and charges therefore upon demand. pressure, which ever ls greater). 4. Coverage test of Irrigation system. PROJECT NAME: PROJECT LOCATION: 5. Ffnal Inspection prior to start of maintenance period CONTRACTOR NAME: 6. Ftnal acceptance ADDRESS: 0, Site observations and testing will not commence without the record drawings as prepared by the Irrigation Contractor. Record drawings must complete and up to dale for each site visit. TELEPHONE: SIGNED: E. 1.07 A. Work wh!ch fails testing ond is not accepted will be retested. Hourly rates and expenses of the Landscape Architect, Owner's authorized representative, and governing agencies for relnspectlon or retestlng will be paid by the Irrigation Contractor at no odditionol expense to Owner. STORAGE AND HANDLING Use all means m1cessary to protect irrigation system materials before, during, and ofter Jnetallotion and to protect the installation work and materiole of all other trodes. In the event of damage, lmmedlately make all repairs and replacements necessary lo the DATE: Port II -MATERIALS 2.01 SUMMARY 2.02 Use only new materlols of the manufacturer, size and type shown on the drawings and specifications. Materlals or equipment Installed or furnished that do not meet Landscape Architect's, Owner's, or governing agencies standards wlll be rejected and shall be removed from the site at no expense to the Owner. PIPE acceptance of the Landscape Architect and Owner and at no additional cost to the Owner. A. Pressure supply llne from point of connection through backflow prevention unit shall be T;pe K "hard" copper pipe. 8. Exercise care In handling, loading, unloading, and storing plasllc pipe and fittings under cover untll ready to install. Transport plastic pipe only on o vehicle with a bed long enough to allow the pipe to lay flot to avoid undue bending and concentrated external load. C: \DRA'MNG FILES\TITLE SHEETS\CLSEl-lP.DWG REVISED: 5/15/2012 8. Pressure supply line installed over structure shall pressure supply Hne installed over structure shaU Architect approved fasteners. be Type K "hard" copper plpe. Copper be secured to the concrete slob using C. Pressure supply lines 2 Inches In diameter and up to 3 Inches In diameter downstream of backflow prevention unit shall be Class .315 solvent weld PVC. Piping shall conform lo ASTM 02241. D. E. 2.03 A. 8. C. D. 2.04 A. 8. C. D. E. F. 2.05 A. 8. C. 2.06 A. C. D. E. F. 2.07 2.08 A. 8. 2.09 A. 8. C. D. 2.10 A. Port 3.01 A. B. C. D. Pressure supply lines 1 1/2 Inches In dlometer and smaller downstream of the bockflow prevention unit shall be Schedule 40 solvent weld PVC conforming to ASTM D17B5. Non-pressure lines 3/4 Inches In diameter and larger downstream of the remote control valve shall be Closs 200 PVC. Non-pressure piping shall conform to ASlM D2241. METAL PIPE AND FITTINGS Bross pipe shall be B5 percent red brass, ANSI, IPS Standard 125 pounds, Schedule 40 screwed pipe. Bross fittings shall be medium brass, screwed 125-pound class. Copper pipe shall be "hard" Type K. Copper fittings shall be soldered type. PLASTIC PIPE AND FITTINGS Pipe shall be marked contlnuously with manufacturer's name, nominal pipe size, schedule or class, PVC type and grade, Notlonol Sanitation Foundation approval, Commercial Standard!! designation, and date of extrusion. All pla,tlc pipe shall be extruded of on improved PVC virgin pipe compound In accordance with ASTM D2241 or ASTM D1764, All PVC fittings shall be standard weight Schedule 40 and shall be Injection molded of an Improved virgin PVC fitting compound. Slip PVC fittings shall be the "deep socket" bracketed type. Threaded plastic fittings shall be injection molded. All tees and ells shall be side gated. All fittings shall conform to ASTM D2466. All threaded nipples shall be standard weight Schedule BO with molded threads and shall conform to ASTM D1785. All solvent cementing of plastic pipe and fittings shall be a two-step process, using primer and solvent cement applied per the manufacturer's recommendations. Cement shall be of a fluid consistency, not gel-Hke or ropy. Solvent cementing shall be In conformance with ASlM D2564 and ASTM D2855. W'hen connection ls plastic turn with o strop wrench. equal. to metal, female adopters shall be hand tightened, plus one Joint compound shall be non-lead base Teflon paste, tape, or VALVES Boll Valves: 1. Boll valves shall be of the manufacturer, size, and twe Indicated on the drawings. 2. Boll valves shall be double union design, Sch. BO PVC blocked, with Teflon ball seots. End connector carrier and stem are to hove either EPDM or Vlton 0-rings. Boll valves ore to hove threaded connections. 3. All boll valves shall hove a minimum working pressure of not less than 125 psi and shall conform to AWWA standards. Quick Coupler Valves: 1. Quick coupler valves shall be of the manufacturer, size, and type Indicated on the drawings. 2. Quick coupler valves shall be brass with a wall thickness guaranteed to withstand normal working pressure of 150 psi without leakage. Valves shall hove 3/4 female threads opening at base, with two-piece body. Valves to be operated only with o coupler key, designed for that purpose. Coupler key ls inserted Into valve and a positive, watertight connection shall be made between the coupler key and valve. Hinge cover shall be the lock!ng type constructed of brass with a rubber-like vln)t cover. Automatic Control Valves: 1. Automatic control valves shall be of the manufacturer, size, and type Indicated on the drawings. 2. Automatic control valves shall be electrically operated. VALVE BOXES Valve boxes shall be fabricated from a durable, Weather-resistant plastic material resistant to sunltght and chemlcol action of soils. The cover and box shall be capable of sustaining o load of 1,500 pounds. Valve box extensions shall be by the some manufacturer as the 'r'alve boK. Automatic control valve boxes shall be 16"x11"x12" rectangular size. Valve box covers shall be "heat branded" In 2" high letters "RCV" with the valve Identification number. Ball valve, flush valve, master valve and quick coupler valve boxes shall be 10" circular size. Valve box covers shall be "tan" !n color and "heat branded" In 2" high letters with either "BV", "FV", "MV' or "QCV". AUTOMATIC CONTROLLER Automatic controller shall be of the manufacturer, size, and type Indicated on the drowlnge. ELECTRICAL All electrical equipment shall be All electrlcol work shall conform NEMA Twe 3, waterproofed for exterior Installations. to local codes and ordinances. LOW VOLTAGE CONTROL WIRING Remote control wire shall be dlrect-burlol AWG-UF type, size os Indicated on the drawings, and in no case smaller than 14 gouge. Connections shall be either epoxy-sealed pocket type or Penn-Tite connectors. Ground wires shall be white in color. Control wires shall be red (where two or more controllers ore used, the control wires shall be a dlfferentcolor for each controller. These colors shall be noted on the "Record Drawings• plans located on controller door). Provide a 24" long expansion loop for all direction al changes In IRRIGATION HEADS control wire routing. Sprinkler heads and drip emitters shall be of the manufacturer, size, type, with radius of throw, operating pressure, and discharge rate indicated on the drawings. Ill -EXECUTION SITE CONDITIONS Inspections: 1. Prior to all work of this section, carefully inepect the installed work of all other 2. trodes and verify that all such work Is complete to the point where this Installation may properly commence. Verify that Irrigation system may be Installed In strict accordance with all pertinent codes and regulations, the original design, the referenced standards, and the manufacturer's recommendations, Dl,crepanctes: 1. In the event of discrepancy, Immediately notify the Landscape Architect or Owner's authorized representative. 2. Do not proceed with lnstallatlon In areas of discrepancy until all discrepancies hove been resolved. Grades: 1. Before starting work, carefully check all grades to determfne that work may 2. Field 1. 2. 3, safely proceed, keeping within the specified material depths with respect to finish grade. Final grades shall be accepted by the Engineer before work on thie section will be allowed to begin. Measurements: Make all necessary measurements In the field to ensure precise flt of Items In accordance with the original design. Contractor shall coordinate ths Installation of all Irrigation materials with all other work. All scaled dimensions are approximate. The Contractor shall check and verify oil size dimensions prior to proceeding with work under this section. Exercise extreme care in excavating and working near existing utillties. Contractor shall be responslble for damages to utilities which are caused by his operations neglect. Underground Service Alert Call• TOLL FREE E. Dlogrommotlc Intent: The drawings are essentially diagrammatic. The size and location of equipment and flxtures are drown to scale where possible. Provide offsets In piping changes in equlpment locations a, necessary to conform with structure! and to avoid obstructions or connlcts wfth other work at no additional expense to Owner. F. Layout: 1. Prior to Installation, the Contractor shall stoke out all pressure supply l!nes, routing and location of sprinkler heads, valves, backflow preventer, and automatic controller. 2. Layout Irrigation system and make minor adj.Jstments required due to differences between site and drawings. Where piping le shown on drawings under paved areas, but running parallel and adjacent to planted areas, Install the piping In the planted areas. G. Water Supply Connectfone to, or the installation of, the water supply shall be at the locations shown on the drowlnge. Minor changes caused by actual site conditions shall be mode at no addltlonol expense to Owner. H. Electrical Service: 1. Connections to the electrical supply shall be at the locations shown on the drawings. Minor changes caused by site conditions shall be mode at no oddltlonal expense to Owner. 2. Contractor shall make 120 volt connection to the irrigation controllers. Electr!col power source to controller locations shall be provided by others. 3.02 TRENCHING A. Exca'r'otlons shall be straight with vertlcal sides, even grade, and support pipe continuously on bottom of trench, Trenching excavation shall follow layout Indicated on drawings to the depths below finished grade and as noted. \Vnere lines occur under paved area, these dimensions shall be considered below subgrade. 8. Provide minimum cover of 18 lnches on pressure supply lines 2 Inches and smaller, or as ovofloble when installed over structure. C. Provide minimum cover of 12 Inches for control wires, or as available when Installed over structure. D. Provide mln[mum cover of 12 inches for non-pressure llnes, or as available when Installed over structure. F. Pipes Installed in a common trench shall hove a 4 Inch minimum space between pipes. 3.03 8ACKFIWNG A. Backfill material on all lines shall be the some as adjacent soil free of debris, litter, and rocks over 1 /2 Inch In diameter. B. Backfill shall be tamped In 4-lnch layers under the plpe and uniformly on both sides for the full width of the trench and the full length of the pipe. Bockflll materials shall be sufficiently damp to permit thorough compaction, free of voids. Bockflll shall be compacted to dry density equal to adjacent undisturbed so!I and shall conform lo adjacent grades. C. Flooding In lieu of tamping Is not allowed. D. Under no circumstances shall truck wheels be used to compact backfill. E. Provide sand backfill a minimum of 6 Inches over and under all piping under paved areas. 3.04 PIPING A. Plpfng under exlstlng pavement may be Installed by jocking, boring, or hydroulfc driving. No hydraullc driving le permitted under asphalt pavement. B. Cutting or breaking of existing pavement Is not permitted. C. Carefully inspect all pipe and flttfngs before Installation, removing dirt, scale, burrs reaming. Install pipe with all markings up for visual Inspection and verification. D. Remove all dented and damaged pipe sections. E. All llnes shall hove a minimum clearance of 6 Inches from each other and 12 lnchee from lines of other trodes. F. Parallel lines shall not be installed directly over each other. G. In solvent weldtng, use only the specified primer and solvent cement and make all joints In strict accordance with the manufacturer's recommended methods Including wiping oil excess solvent from each weld. Allow solvent welds at least 15 minutes !etup time before moving or hondllng and 24 hours curing time before filling. H. PVC pipe shall be Installed In o manner which wlll provide for expansion contraction as recommended by the pipe manufacturer. l. Centertoad all plastic pipe prior to pres9ure testing. J. K. L 3.05 A. 8. C. 3.06 A. 8. C. 0. E. All threaded plostlc-to-plostlc connections shall be assembled using Teflon tape or Teflon paste. For plastlc-to-metol connections, work the metal connections flrst. Use a non-hardening pipe dope an all threaded plo9tic-to-metol connections, except where noted otherwise. Al! plastic-to-metal connections shall be made w!th plastic female odoptere. All connections between PVC lateral llnes shall be made using Sch. 40 PVC fittings with compression adapters. All connections between drlpperllnes to be made using compression flttlngs of manufacturer of the drlppertlne. Use no pipe dope, Tenon tape, primer or solvent cement on compression flttlngs. CONTROLLER The exact location of the controller shall be approved by the Landscape Architect or Owner'9 authorized representative before Installation. The electrical service shall be coordinated with this location. The Irrigation Contractor shall be responsible for the final electrical hook up to irrigation controller. The Irrigation system shall be programmed to operate during the periods of minimal use of the design area. CONTROL WIRING Low voltage control wiring shall occupy the same trench and ehaU be Installed along the some route as the pres!lure supply lines whenever possfble. Where more than one wire Is placed In a trench, the wiring bundle at Intervals of 10 feet. Bundle shall be eecured to intervals of 20 feet. shall be toped together In a the mainline with tape at All connections shall be of on approved type and shall occur In a valve box. Provide on 18 Inch service loop at each connection. An expansion loop of 12 lnchee shall be provided at each wire connection and/or directional change, and one of 24 Inches shall be provided at each remote control valve. A continuous run of wire shall be used between o controller and each remote control valve. Under no circumstances shall splices be used without prior approval. 3.07 VALVES A. Automatic control valves, manual valves, gate valves, and boll valves ore to be installed In the approximate locotlons Indicated on the drawings. B. Valve shall be lnetolled In shrub areas whenever possible. C. Install all valves as !ndlcoted In the detoll drawings. D. Valve, to be Installed In valve boxe~ shall be Installed one valve per box. 3.08 VALVE BOXES A. Valve boxes shall be installed in shrub areas whenever possible. 8. Eoch valve box shall be installed on a foundation of 3/4 Inch grovel backfill, 3 cubic feet minimum. Valve boxes shall be Installed with their tops 2 Inches above finish grade In ground cover areas. 3.09 MISCELLANEOUS EQUIPMENT A. Install all assemblies specified herein according to the respective detail drawings or epeclftcotlone, using best standard practices. B. Quick coupler valves shall be set approximately 12 Inches from walks, curbs, header boards, or paved areas where applicable. 3.10 FLUSHING THE SYSTEM A. Prior to Installation of sprinkler nozzles, the valves shall be opened and o full head of water used to flush out the lines and risers. 8. Sprinkler nozzles sholl be installed ofter flushfng the system hos been completed. 3.11 ADJUSTING THE SYSTEM A. Contractor shall od}-lst valves, align heads, and check coverage of each system prior to coverage test. B. If It Is determined by the Landecope Architect or Owner's authorized representative that additional adi,lstments or nozzle changes will be required to provide proper coverage, oil necessary changes or odj.Jstments shall be resubmitted to clty prior to Installation. C. The entire system shall be operating properly before any planting operations commence. D. Automatic control valves ore to be od,PJsted so that the sprinkler heads operate at the pressure recommended by the manufacturer. 3.12 TESTING AND OBSERVATION A. Do not allow or cause any of the work of this section to be covered up or enclosed until It has been observed, tested and accepted by the Landscape Architect, Owner, and governing agencies. B. The Contractor shall be solely responsible for notifying the Landscape Architect, Owner, and governing agencies, a minimum of 48 hours In advance, where and when the work is ready for testing. c. When the sprinkler system Is completed, the Contractor shall perform o coverage test of each system In its entirety to determtne !f the water coverage for the planted areas ls complete and adequate in the presence of the Landscape Architect. D. The Contractor shall furnish all materials and perform all work required to correct any inadequacies of coverage due to deviations from the plans, or where the system hoe been willfully Installed as Indicated on the drawings when lt ls obviously Inadequate, without bringing this to the attention of the Landscape Architect. This test shall be accepted by the Landscape Architect and accomplished before starting any planting. E. Flnal Inspection will not commence without record drawings as prepared by the Irrigation Contractor. 3.13 COOR DINA TE THE CITY LANDSCAPE INSPECTION SCHEDULE Sleeving/Grading A. Sleeve diameter, t)?e, depth and location 8, Soll surface drainage, elevation and trash (Including weeds &: rubble) Irrigation System Rough-In A. Trench depth and location 8. Pipe eize and class 8. Preseure test (125 psi for 6 hours) Final Irrigation: A. Valves, boxes and wiring B. Controller operation and schedule C. Sprinkler, bubbler and/or drip emitter D. Overall operation & As bullt 3.H MAINTENANCE type, flow rate and quantity per plant During the maintenance period the Contractor shall od~st and molntofn the Irrigation system in a fully operational conditfon providing complete irrigation coverage to all Intended plantings. 3,15 COMPLETION CLEANING Cleon-up shall be mode as each portion of the work progresses. Refuse and excess dirt shall be removed from the site, all walks and paving shall be broomed, and any damage sustained on the work of others shall be repaired to original conditions. END OF IRRIGATION SECTION APPRO \/ED F"OR /RR/GA TION ANO PLA/\J TING 0/\JL Y, //\JCLUO//\IG PF~ECISE LOCA TIO/\/ or PLANTI/\/G AREA. "AS BUil T" RCE __ _ EXP, ____ _ DATE I HAVE COMPILED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN REVIEWED BY: /t\ INSPECTOR DATE uTI CITY OF' CARLSBAD PLANNING DIVISION SHEETS 15 LANDSCAPE: [MPROVE:ME:NT PLANS f'OR STATE STREET TOWNHOMES RESIDENTIAL-MODELS IRRIGATION SPECIFICATIONS APPROVED: { , _ PREPARED BY: ---~/-t'[~-0~~-~\A S LJ MME RS/MURPHY & PARTNERS, { NC. 11---+----+--------------t-------J--i-------r--------1 :=:P:::::LA:::::NN::::;IN::;'G===;--;============;-;::====~ 1·800 422-4133 TWO WORKING DAYS BEFORE YOU DIG LANDSCAPE ARCHITECTS OWN BY: PROJECT NO. DfsAWING ,~O. 34197 COAST HIGHWAY, SUITE 200 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ---CT 13-05 M fg1~f4~?-'1N4~5CALw..2r(~1~?~~~631 DESIGNER OF WORK REVISION DESCRIPTIO~I OIHER APPROVAL CITY APPROVAL RVWD BY, 484-2 \ I• ilffl. 24" BOX • r I 0 , ~ • 24" BOX ½ , ~. ·-~--·--, __ ' ' \ i { i ' ! ! .JI ~ ~~ , ~ /, ' I. ■; r--..-----·---1-------- ' j I I NOTES: SLOPES 6:1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: a. STANDARD 1 ·· COVER CROP I REINFORCED STRAW MATTING COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES. CLOVERS. AND/OR WILDFLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. TYPE OF REINFORCED STRAW MATTING SHf\LL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. THE COVER CROP AND/OR REINFORCED S fRAW MAT SHALL BE USED THE REMAINDER OF THE YEAR. b STANDARD #2 ·· GROUNDCOVER ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUNDCOVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICSD (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL covrnAGE WITHIN ONE YEAR). c. STANDARD #3 ·· LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2·3I4 INCH LlflERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). d. STANDARD #4 ·· TREES AND/OR LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM RATE OF ONE (1) PER TWO HUNDRED (200) SQUARE FEET. SLOPES·· 6:1 OR STEEPER AND: A. 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENTTO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1. 8. 3' TO 8' IN VERTICAL HEIGHT REQUIRES 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 COVER CROP). #2, #3, AND #4. AREAS GRADED FLATTER THAN 6: I REQUIRE STANDARD #1 (COVER CROP) WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS. A SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMEN rs WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. 8. A POTENTIAL Ef{OSION PROBLEM AS DETERMINED BY THE CITY. C. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. C: DRAWING FILES TITLE SHEET'.:: CLSB-IP.D',VG r{EVISED: 5 15, 2012 I I I r ..... ..... PLANTING SCHEDULE SYMBOL BOTANICALNAME I COMMON NAME CONT. I QTY SIZE · NOTES DTL TREES 0 PRUNUS CAROLINIANA 'MONUS' 24" BOX 4 Standard 6.4 BRIGHT 'N' TIGHT CAROLINA SH.14 LAUREL 0 4 6,4 PODOCARPUS M. 'MAKI' 24" BOX Standard SH.14 {t} SHRUBBY YEW PINE SYAGRUS ROMANZOFFIAN A 36" BOX 2 Standard 7 QUEEN PALM SH.14 0 TRISTANIA CONFERTA 36" BOX· SEE 15 Standard 6,4 Bf{ISBANE BOX PLAN SH.14 VINES ~ FICUS REPENS CREEPING FIG 15 GAL 32 rn·o.c. 2 SH.14 NOTE: GROW 1/INES TO CLIMB OVER THE PERIMETER WALLS TO CASCADE OVER THE EXTERIOR. PLANTING NOTES: 1. AT LEAST 50% OF CONTAINER STOCK SHRUBS SHALL BE 5 GAL. MINl~IUM, UNLESS ON SLOPES GREATER THAN 3:1. 2. 100% OF THE PLANTING FALLS WITHIN ZONE TWO: REFINED. 3. 14% OF THE TOTAL SITE IS LANDSCAPED. 4. ALL UTILITIES SHALL BE SCREENED FROM VIEW. NOTES: I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MNIUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THATTHE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER \ / \ i \ I \ , ·-.\j ! ------ -------- • 24" BOX ! 24" BOX I I I 0 0 ! ' I I _c' ' ,-·----, ~·-~-- r----j-------• I : I ! ! I Li J I I ' ---1--· ,---! . ' ' I --- ! ---··· I, J~~. --1 -•---i I I ' _: r· ~'- ' ' ' -1 ----,------1 --- ' I i ! ! ! , ' ... , ;. ... . . ' ' ~ •• I __ ., ! r ---. ' ' f--.f I I -I -r- \ 0J -, r- " I ---' ' ----' / I J I I 39 I 38 I I I NOTE: ENSURE APPROPRIATE PLANTING AREA AROUND ALL WATER METER LOCATIONS SCALE 1/4" = 1 '-0" Underground Service Alert Call• TOLL FREE PREPARED BY: I ··- - 1 I I I I I I I I I I I / NOTES: 1 PROPERTY L 1-l i I kJ-, NOTE: STOPPING SIGN 1 , /! I DISTANCE (SSD=l50') . "' 1 I ;,; ii ill : i;J ! ' /L } I I NOTES: RIGHT·OF·WAY ,_ :ti ~ Cl) ~ ;5 Cl) LIMIT OF WORK 1-800 422-4133 SUMMERS/MURPHY & PARTNERS, INC. 1t----+------t---------------t-----t--f---+----1 LANDSCAPE ARCHITECTS TWO WORKING DAYS BEFORE YOU DIG 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 (949) 443-1446 FAX (949) 443-1631 DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL [5TI 2 NORTH SCALE: 1 "=1 o'-o" APPROVED FOR !RR/GA T!ON ANO PLA!VT!NG ONLY, INCLUOl!VG PRECISE LOCA TIO/II OF PLAN TIA/G AREA. "AS BUILT" F~CE ___ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD SHEETS PLANNING DIVISION 15 LANDSCAPE: [MPfWVE:MENT PLANS FOR: STATE STREET TOWNHOMES RESIDENTIAL-MODELS TREE PLANTING PLAN APPROVED: 11:-1c\ 6'(-t::,\\_;,{r ~. ?-1;;" PLANNING DWN BY: I PROJECT NO. I Df,AWl,~G NO. CHKD BY: CT 13-05 484-2M RVWD BY: , ! _,,,. -, _,.,,, "· ,,__. r -·----·---1 . ----.-, ·-----/ r-··------· ' ' ! \._! __ _ ., ' ' ·, \ \ \/ I ' ---1; / j/ ; I , : /i l--' , I / , -r,11:~rr1r r-; Lz ,rh'Dr:;-;~-:; _ -- ' ii _'/Ji-,-, )(-IN,L I . (f,, 'tf rg.t:rifJJr;rt,"~'-6 ·~~~r:r._t:'· ·It:' " I I I ' TH" FOLLOWlflG OR MORE OF c HALL BE TREATED WITH ONE S AS SPECIFIED HEREIN S TES . N CONTROL MEASURE NO . RING EROSIO . e smarn ernw "~ '"~" ,oern s ,o '"-wwRo ern,ee PLANTING STANDARDS. CED STRAW MAHING 1/ERING GRASSES, CLOVERD\IANNER SUFFICIENT ro p p I REIN FOR ND FAST CO A RATE AN ' \ NDARD 1 •• COVER CRO QUICK GERMlflAflNG A OP SHALL BE APPLIED Ar s,, "''""" cc ,-see ,,,rn a ~ .scrn srncecfil' ~m m mornoo, '"' ~ rue ~.,,~, C Oi/ER CROP SHALL X FOR cmweo,-c, rn acrn~eorn '"-~'""'"" : ;:::;::,,, w,mrn= 001 rn ""' ee M ~"""" "' =":':c':~ ~wsrn "'" """ " ' . cseeo " ~ rn '" "'"'~ """'" coo, rn s CAAW "' rn,ccs ,,,ern ~c, """'"" ,s;,csc me cc"''~,::;~'""'"" s"'" ::,;;~ cnc,e "'m "°""""''° ,,_, crnrnccro "'" rnrnc~ w, m "''"'" =wsm"" cc " .coo"""'~"'~-'"°"°'~' OVER PLAflTSD WIT L COVERAGE 0 ,;:::::','.,:';, ;:::::::;: ,:~::;;, ~:;;; :o sc,~o,c,=,oe me CC SC ~CW [~) ace cc"' H ,c <OCc < ~ '"' coo,s '""'""'"~ '"'"" """ ,~. (PLAN fED ' 14 INCH LINERS) SHA D #3--LOW SHRUBS ro FROM A MINIMUl,I OF 2-3 TWO HUNDRED (200) , sc•rne , ~'"" ,,~,o ""' "' mer., ace COW SC~"'"" =o SS) M """ """ (AT MArURE SIZE) " rREES AND/OR LARGE SH:TuE~s FHOM A MINIMUM OF 1 GALLON CON fAINE STANDARD •4--UBS SHALL BE (PLA ' '""""" .. mccs moos " "'""""" "~"= , SQ UARE FEEL S fREETS REQUIRE P) "2 AND #3 D ro PUBLIC w BE INSfALLED IN LIEU OF A A LKS OR COi/ER CRO , " '""' srn,s :;:.",:~"""'"''""cc"' , '""'"' '""' 0 ~ cmc1 '" oe ' ,~ '"'' sc ~M,esa,ieoos,o,co, mo c '""' um mrn w "'" m ' EIGH f REQUIRES ONTROL MA fTIN B 3 TO 8' IN VERTICAL H ES fANDARDS #I (EROSION C OR IIORE OF THE OF 8 IN VERTICAL HEIG y IRRIGA flON WHEN THE HT REQUIR y HAVE ONE , C IN EXCESS WITH TEMPORAR "2 #3, AND /14 OARD #1 (COi/ER CROP) " S GRADED FLATTER THAN 61 REQUIRE STAN HOUGH GRADING ~~~OWING CONDITIONS. 01/EMENTS WI [HIN 6 MONTHS OF COMPLETION OF LED FOR IMPR m "°' ''"'"" ""a™"' , • ,ccrn~cco" rn am cm "wAAM""""'"'" OSION PROBLEM AS DETERMIN HAVE SPECIAL CONDITIONS fH B A POTENTIAL ER rAS fO rHE PUBLIC OR AS HIGHL y VISIBLE ARc C. IDENTIFIED BY THE Cl fY r.-nRA\IIINf: -IP_DWG "HFFTS CLSR FIi F<:; TITJ F ., 5 15 2012 REVISED: 6 6 "••······ 6 6 <l : r-------~~········ 6 . ------:-----..: . #, • .. ••• I> 6 6 ...... 6 {: --_ 01 ------= i." i,,, ,11,.:::..:::::::::1::---.,;:__~ -~-········ , 1--,-J,,,c1·-ur r 1 <l : -~:::::=:::=~~ • ------------. • <l • 6 . . , ·•···· • • ••••••••• I ••••• I I I I r ---.. ,__ ----- ---- PLANTING SCHEDULE SITE SYMBOL BOTANICALNAME I COMMON NAME !3USA MULTIPLEX 'ALPHONSE BAM OO' KARR BAMBKARR BAMBOO ALPHONSE BAM BUSA OLDHAi111 OLDHAM BAMBO N 'LITTLE JOHN' CALLISTEMO~LEBRUSH DWARF B RENEGADE CORDYLINE CORDYlLINE RENEGADE VOLUTA 'LIHLE REV' I CONT. j SIZE 24" BOX 24" BOX 15 GAL. 5 GAL. 5 GAL. QTY, J NOTESj DTL 18 6, o.c. I ISH14 19 2'-6" O.C. I /SH14 24 2, O.C. /SH14 I 24 3' o.c. I_ISH14 45 0 DIANELRLAEVRFELAX LILY LITrLE i\1::--r,o:e-- 1 ~IJ.-~!:L_IG -~·-• I . 1·· 1 MIT -'s--1 1,--,NNEOW ZEALAND FLAX 50 3'0.C. \./SH14 1· OFFICINALIS 5 GAL. 4' O.C. I /SH14 J ROSMARIN~SOD INGRAM' ~1~~~~~iSEMARY MT 'SPRING BOUQ VIBURNU . VJBURNUM WESTRINGIA FRUTICOSA COAST ROSEMARY RETENTION UET' 0 SYMBOL / MM N NAME RUM CHONDROPETALUM TECTO CAPE RUSH BIO-BOTANICALNAME JUNCUSEl~c~~x~:USH BLUE M GROUNDCOVER ELOSPERMUM J. TRACH ~ STARJASMINE 15 G Al 5G Al. CONT. SIZE 5 GAL. 5 GAL. I GAL. 30 18" 0.C. /SH14 I 61 2' O.C. /SH14 QTY. NOTES DTL 206 2'-6" 5/SH1 O.C. 389 2' O.C. 5/SH14 46 SF 12" o.c. 9/l-14 Underground Service Alert TWO Call• TOLL FREE 1-800 422-4133 Ou DIG BEFORE y WORKING DAYS ---- -.. -----------·--SHALL BE ADDED IN NO f_E . .'.'~~~_10~M REAS WITH SLOPES L ---OF 3" OF ORGANIC MULCH ES.S STEE~ T~N_3_1_T_D . ---NON-TURF PLANTING ;ACE COMPLE [Ely COVER THE SOIL SUR --··------- LOT 46 UNIT B1 P=39.4 FF=40.30 I I I I I I I NOfES: I PROPERTY LINE 7 I 1-J~ .., I : / Es .I I ,;, I o, I 4J I ~ ' ~ 'I I!! 10 ' I NOTE: STOPPING SIGN DISTANCE (SSDc150') J I/ I NOfES: RIGH f-OF-WAY i I I 1 ,,. '\ . . . .J 1 ..... '\t',n1 ·,, II I I I i · l-..,J:@~ ~ ""'of I !_.r-_,_ --· -l--~ --. ~ --- ,:,. 6 .,.--. ...... . £J l ••.!.~!..•• [, MINIMUM UNLESS ON PLANTING NO fES SHRUBS SHALL BE 5 GAL F CONTAINERS fOCK 1 AT LEAS;~•;~~ THAN 3 1. SWITHIN ZONE TWO: REFlflED SLOPES G r PLANTING FALL APED 2. 100% OFr~~\oTAL SITE IS LAN~~~ FROM VIEW 3. 14% OF S SHALL BE SCREE -4 All UTILITIE EAS ADJACENT TO NOTE: ALL PLANTER ARA 2% POSITIVE SURFACE STRUCTURES T~ HA;~ll/ll ENGINEERS PRECISE DRAINAGE-REFcR r GRADING PLAN // I I I I 'I ' YMBOL LEGEND SYMBOL DESCRIPTION s:.~~~~D~E~SC~R~l~P-~fl~O~N;:--____ ;~:;;; 1A~~LIGN s'"aoc ec-,s ,s~ ® C~COITT PA FACE OF BUILDING t: CENTER LINE FOB EXPANSION JOINT r STREET LIGHT EJ VICE BOX ELECTRIC SER ~ s·rEP LOCATION TYPICAL PROPOSED TYP. E PROPERTY LIN SLAB BOX Ii: TRANSFORMER s D ~ EARTH MOUNDING D IRRIGATION PLAN s FOR LANDSCAPE AN WATER EFFrcrENT l_'.'.,_:_'.:_::::~A~·r:H~O:F~:TR~A~V~E~L--_,:::;::;a:_ _____ _ NOfES H THE REQUIREMENT DSCAPE MANUAL AND E WlfH THOSE [> [> [> A.D.A I AM FAMILIAR. WIT CITY OF CARLSBAD'S LAN THIS PLAN IN COMP LIAN CPL y WITH ALL CONfAINED r;E~~~AflONS I HAVE PRE:::~:l AND AGREE ~o l~~·~TIFY [HAT THE LANDsc;~~s AND THE LANDSC;PC~N,STRUC flON OOCUM~~:SE OF WATER REGULA WHEN SUBMITrlN PROVIDE EFFICIE REQUIREMENTS OSE REGULATIONS TO PLAN IMPLEMENTS TH DATE INITIAL ,.... WORK DESIGNER Or REVISI01 -N DFSCRIPTION ornrn APPROVAL NORTH SCALE: 1"=10·-o " 40 APPROV~g ;z:NTING !RR/GA TION A6!NG PF!EC'/S[ ONLY, INCLUOF' PLAN TIAIG LOCA TIONAREA. ~:;-;-;-,,-I---""'A P1 '.::S;B U I LT ~~ _ EEXXPP:_=·· _____ _ RCE ~ DATE REVIEWED BY: INSPECTOR F CARLSBAD DATE SHEETS 15 I DRAWING NO. 484-2M i !i ii :1 f-I ~ w I " z => 0: f- z s 0 0: aJ LL _J o;c;! I aJ f-f-n_ o wo 0 0: ROOT BALL 2x DIAMETER OF ROOT BALL LEGEND 1. 4" DIA. VERTICAL PERFORATED DRAIN PIPE. CONNECT TO PIPE AT BASE OF PIT AND CAP AT SURFACE. SURROUND PIPE WITH FILTER FABRIC. ALL PALM SUB-DRAINS SHALL CONNECT TO ON SITE DRAIN SYSTEM. 2. TOP OF ROOT BALL TO BE 1" ABOVE FINISH GRADE 3. 3" HIGH BASIN. FOR ALL TREES PLANTED IN LAWN, RAKE OUT PRIOR TO LAWN PLANTING. 4. FINISH GRADE 5. MEDIUM GRADE PLASTER SAND BACKFILL, WATER-JETTED INTO HOLE FOR MAXIMUM STABILITY. 6. 4" DIA. FLEXIBLE PERFORATED DRAIN PIPE ENCIRCLING BASE OF PLANTING PIT. CONNECT TO VERTICAL PIPE. SURROUND PIPE WITH FILTER FABRIC. 7. NATIVE SUBGRADE NOTES: ALL PALM TREES ARE TO BE BOXED (UNLESS OTHERWISE NOTED ON PLAN). CONTRACTOR SHALL HAVE A SOIL AGRONOMIST PREPARE A DETAILED SOIL ANALYSIS AT TREE PLANTING LOCATIONS AND INSTALL ALL PALMS FOLLOWING THE RECOMMENDATIONS OF THE REPORT. APPLY 'OSMOCOTE' SLOW-RELEASE FERTILIZER ON SURFACE OF PLANTING PIT PER MANUFACTURER'S DIRECTION. LL _, 0 ;,! I CO f-f- [L 0 Wo 0 0: LEGEND 2x DIAMETER OF ROOT BALL 1. 1, 5, OR 15 GALLON SHRUB 2. 2" LAYER OF MULCH 3. 3" WATER BASIN 4. FINISH GRADE 5. ROOT BALL 6. AMENDED SOIL FOR PLANTING -SEE SOILS REPORT 7. PLANT PIT EXCAVATION 8. PLANTING TABLETS -SEE SCHEDULE FOR QUANTITY 9. NATIVE SUBGRADE LEGEND 1. (1) 8" 'ARBOR GUARD' FOR EACH TREE IN TURF BY DEEP ROOT CORP. (714) 898-0563. 2. TOP OF ROOT BALL TO BE 1" ABOVE FINISH GRADE 3. 3" HIGH WATER BASIN -SEE SPECIFICATIONS 4. FINISH GRADE 5. BACKFILL MIX -SEE SOILS REPORT 6. PLANTING TABLET -SEE SCHEDULE FOR QUANTITY 7. ROOT BALL 8. NATIVE SUBGRADE 9. 4" DIA. FLEXIBLE PERFORATED DRAIN PIPE ENCIRCLING BASE OF PLANTING PIT. CONNECT TO VERTICAL PIPE. SURROUND PIPE WITH FILTER FABRIC. 10. 4" VERTICAL PERFORATED DRAIN PIPE. CONNECT TO PIPE AT BASE OF PIT AND CAP AT SURFACE. SURROUND PIPE WITH FILTER FABRIC. CONTAINER SIZE 1 GALLON 5 GALLON 15 GALLON 24" BOX 30" BOX 36" BOX 48" BOX k A I, 1 1 ················ ................. ················ PLAN VIEW PLAN VIEW A B WIDTH DEPTH 12" 26" 36" 48" DEPTH OF 54" ROOTBALL 66" 84" FOR BOX TREES 1. PLANT PIT TO BE SQUARE -SEE ABOVE FOR DIMENSIONS 2. ROOT BALL FOR CONTAINER PLANTS 1. PLANT PIT TO BE ROUND -SEE ABOVE FOR DIMENSIONS. 2. ROOT BALL 7 PALM PLANTING WITH DRAINAGE 5 SHRUB PLANTING 3 TREE PLANTING WITH DRAINAGE 1 PLANT PIT SIZING CHART PLANTING TABLET SCHEDULE GRO-POWER PLANTING TABLETS FOR CONTAINER-GROWN PLANTS 1 GALLON CONTAINER RECEIVES . 2-3 TABLETS 3 GALLON CONTAINER RECEIVES . 3-6 TABLETS 5 GALLON CONTAINER RECEIVES 6-9 TABLETS 7 GALLON CONTAINER RECEIVES . 8-10 TABLETS 10 GALLON CONTAINER RECEIVES . 10-12 TABLETS 15 GALLON CONTAINER RECEIVES . 12-15 TABLETS 20"-24" BOX RECEIVES . 14-16 TABLETS 30" BOX RECEIVES . 16-18 TABLETS 36" BOX RECEIVES . 18-20 TABLETS 42" BOX RECEIVES . 20-22 TABLETS 48' BOX RECEIVES . 22-24 TABLETS 60" BOX RECEIVES . 32-36 TABLETS LARGER SIZES: FOR EACH 1/2" CALIPER USE: 3-4 TABLETS SOD LAWN SOD LAWN SHALL BE 'MARATHON IIE' TURF TYPE DWARF FESCUE. AVAILABLE FROM SOUTHLAND SOD FARMS (805) 488-3585. SOILS REPORT AT THE CONCLUSION OF ROUGH GRADING AN AGRONOMIC SOILS REPORT SHALL BE PREPARED BY THE OWNER AND FURNISHED TO THE CONTRACTOR, AND ALL RECOMMENDATIONS FROM SUCH REPORT SHALL BE INCORPORATED BY THE CONTRACTOR INTO INSTALLATION OF ALL PLANTING AREAS. SOIL MIXTURE SOIL MIXTURE AND ANY AMENDMENT ADDITIVES SHOULD BE PROVIDED FOR BID PURPOSES ONLY. 8 PLANT TABLET SCHEDULE & NOTES + + + + + + + T T T T T T T O T T ;..+++++++++++++++++ 4 +++++++++++++++++ !-+++++++++++++++++ lldildllmlllrnlllmllbillrnlildihiiidihliCllldll~iildiLIILII LEGEND 1. GROUND COVER PLANT FROM FLATS OR LINERS 2. 2" DEEP MULCH 3. FINISH GRADE SOILS ANALYSIS A SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY (PRE-APPROVED BY THE CITY) THE TEST SHALL INDICATE BUT NOT BE LIMITED TO THE FOLLOWING: N,P,K SOIL TEXTURE (SILT, CLAY, SAND) ORGANIC MATTER CONTENT SOIL INFILTRATION RATE (MEASURED OR DERIVED EC PH AND TOTAL SOLUBLE SALTS NOTE: THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED 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 AND SHALL BECOME PART OF THE APPROVED PLANS. ORGANIC TOP DRESSING ALL PLANTING BEDS TO RECEIVE A LAYER OF ORGANIC TOP DRESSING 'FOREST FLOOR', 0"-2" CUT. -SHRUB AREAS TO RECEIVE: 3" LAYER MINIMUM AVAILABLE FROM: AGUINAGA FERTILIZER (949) 786-9558 PREVAILING WIND 00 _J <( => 0 w PLAN ----- •1 11==111-111-1' FOR 24" BOX TREES OR SMALLER 6 TREE STAKING 0 X "" EDGE OF PAVING, SIDEWALK, WALL OR CURB • • "' • D/ \D • '-----~ • D • • • • NOTE: LOCATION PLANTS SPACED EQUAL DISTANCE (0) FROM EACH OTHER AS SHOWN. D -AS NOTED ON PLAN • • • LEGEND 1. 'CINCH-TIE' BY VJT. CO. (619) 673-1760 2 . LODGEPOLE PINE STAKE COPPER NAPHTHENATE IMPREGNATED. 2-1/2" DIA. x 12' LONG FOR 24" BOX AND SMALLER. 3. TOP OF ROOT BALL TO BE 1" ABOVE FINISH GRADE 4, MIN. 18" DIAMETER MULCH ZONE AROUND THE BASE OF EACH TREE IN TURF. 5. FINISH GRADE 6. ROOT BALL NOTE: MINIMUM TWO TIES (TOP & BOTTOM) REQUIRED. USE THIRD TIE WHEN NECESSARY TO HOLD TREE IN UPRIGHT POSITION. TIES TO BE SECURED TO AVOID SLIPPAGE (WRAP STAKE TO FORM FIGURE EIGHT. NAIL W/ (1) GALVANIZED NAIL THROUGH EACH TIE INTO POLE. FOR PLANTING, REFER TO TREE PLANTING DETAIL. Underground Service Alert LL _, o;c;! I CO f-f- [L 0 Wo 0 0: 4 2x DIAMETER OF ROOT BALL ROOT CONTROL BARRIER 1 LEGEND 1. FINISH GRADE 2. 360' CONTINUOUS ROOT BARRIER PANEL TO HAVE ONLY ONE GLUED JOINT. PANEL TO BE MADE OF POLYETHYLENE PLASTIC W/ ULTRAVIOLET INHIBITORS, 0.085" THICK MIN. AND 24" DEEP MIN. OR AS SPECIFIED. 3. ROOT BALL 4. AMENDED BACKFILL MIX 5. NATIVE SUBGRADE NOTES: INSTALL ON ALL TREES LOCATED WITHIN 5' OF ADJACENT PAVING/ CURB INSTALL PER MANUFACTURERS SPECIFICATIONS. FOR PLANTING, REFER TO TREE PLANTING DETAIL. FOR STAKING, REFER TO TREE STAKING DETAIL. 2 Q .0 LEGEND 1. APPLY A ONE INCH (1") DIAMETER AMOUNT OF G.E. SILICONC ADHESIVE WITH SIX INCH (6") LONG STAINLESS STEEL WIRE TO SURFACE, TRIANGULAR SPACED LOCATIONS 2. ESPALIER OR VINE -SEE PLANTING PLAN FOR SIZE 3. FENCE OR WALL APPROVED roR /RR/GA TION ANO PLAN TING ONLY, INCLUDING PRECISE LOCATION or PLANT/1\JG VINE PLANTING AREA. "AS BUil T" RCE __ _ EXP,----DATE REVIEWED BY: lt~SPECTOR DATE w CITY OF' CARLSBAD SHEETS 4 ' PLANNING DIVISION 15 LANDSCAPE IMPROVEMENT PLANS FOR: STATE STREET TOWNHOMES RESIDENTIAL-MODELS PLANTING DETAILS Call, TOLL FREE PRE PARED BY: ,~ ____ j4t_'-',J(,-'-'-'-\ '------"l,---'-'_'-0;~:,.,-o~uL,___ 4. PREPARED BACKFILL-SEE SPECIFICATIONS FOR TYPE AND DEPTH 1-800 l----,r------------------------------------------------+-..::...:~~"-----=4::.:2=2·4133 " ----lf------+----------------+-----+---+----1----i I APPROVED: (l IL.- SU MM ERS/M u PHY & PARTNERS, INC' c_PL=A=NN::::::IN=G ==::::::;--;:======:=:;--;:===~ LANDSCAPE ARC ITECTS ~ 34197 COAST HIG WAY, SUITE 200 DATE INITIAL DATE INITIAL DATE INITIAL g;;~D Biy,--- DANA POINT, CAL FORNIA 92629 REVISION DESCRIPTIO~I -- PROJECT NO. CT 13-05 ORAWl~IG 1~0. 484-2M 9 GROUND COVER PLANTING TWO WORKING DAYS BEFORE YOU DIG (949) 443-1446 AX (949) 443-1631 DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: C: DRAWING FILES TITLE SHEETS CLSB-IP.DWG REVISED: 5 15 2012 ii !i, 11'1 ri · I. GENERAL SITE PLANNING The Owner shall have a soil analysis made after completion of the rough grading. The Contractor shall incorporate all soil amendments and fertilizers prescribed herein. The soil preparation specified below shall be adjusted according to the analysis, after approval from landscape architect. A. Weed Control for Lawn, Shrub & Ground Cover Areas (Except Slopes) 1. Remove all existing weeds from surface. Remove all roots of Bermuda-Johnson Grass, etc. and dispose of off site. 2. Install irrigation. 3. Fertilize all shrub/ground cover areas. Apply 10 lbs. of 16-20-0 commercial fertilizer per 1,000 sq. ft. or as directed by soils report. 4. Water all shrub/ground cover areas for three (3) weeks to germinate weed seeds. Apply water at low rate to avoid erosion. 5. Licensed applicator shall apply systemic weed killer to all planting areas per manufacturer's specifications. B. Soil Preparation & Finish Grading 1. Rough grade: Site to be received by Landscape Contractor to within 1/10 foot plus or minus by owner based upon Civil Engineer's grading plan. 2. Finish grade: Finish grading to consist of grading, raking and hand work necessary to achieve desired contour and flow line patterns, based upon Civil Engineer's plans, resulting in evenly finished surfaces free of debris and litter. 3. Spread over all lawn, shrub and ground cover areas, amendments and fertilizer prescribed in soils report. Thoroughly mix into soil to depth to of 6" or more and fine grade. Shape 5. Trim sod to conform to lawn shapes designated in the Planting Plan. 6. After sod is laid, it shall be irrigated thoroughly to provide moisture penetration to at least 6" into prepared soil. 7. All sod in sodded areas shall be handled and laid in a high standard workmanship manner. All ends, joints, and cuts shall fit tightly so that there are no voids and the final appearance is one of a continuous lawn. Sections of sod less than 18" long or 9" wide shall not be used. 8. No sod area will be accepted until approved by the Landscape Architect. F. Hydroseecl Turf Hydroseed all areas designated as 'Hydroseedecl Turf'. See Planting Detail Sheet for type and quality of seed mix, fertilizer and additional amendments. 1. Application a. Equipment: Hydraulic equipment used for the application of the fertilizer, seed, and fiber pulp, shall be of the 'Super Hydro-Seeder' type as approved by the Landscape Architect. This equipment shall have a built-in agitator system and operating capacity sufficient to agitate, suspend, and homogeneously mix a slurry containing not less than 40 lbs. of fiber mulch plus a combination of 7 lbs. fertilizer solids for each 100 gallons of water. The slurry distribution lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic spray nozzles which shall place the slurry tank and spray nozzle within sufficient proximity to be seeded. b. Preparation: The slurry preparation shall take place at the site of work and shall begin by adding water to the tank when the engine is at half throttle. When the water level has reached the heights of the agitator shaft, good circulation shall be established and at this time the seed shall be added. Fertilizer shall then be added, followed by fiber mulch. The fiber mulch shall be aclclecl to the mixture after the seed and when the tank is at least one-third filled with water. All fiber mulch shall be aclclecl by the time the tank is two-thirds to three-fourths full. Spraying shall commence immediately when tank is full. c. Application: Apply hydro-mulch in the form of a slurry consisting of wood cellulose fiber, seed, chemical additives, commercial fertilizer and water. When hydraulically sprayed on the soil surgace, the hyclromulching shall form a blotter-like ground cover impregnated uniformly with seed and fertilizer and shall allow the absorption of moisture and rain fall and percolation to the underlying soil. Remove construction. Leave site broom-clean. mounds as shown on plans. Contractor to import soil necessary to attain design grades and berms, all import soil shall be free of weeds, debris, and have balanced Ph. Smooth and even grading without depressions or high spots, to provide smooth and even surfaces for proper drainage. Final grade shall be 1" below walk/top of curb. Remove from the site all stones over 211 in size. II. GENERAL SLOPE PLANTING C. Planting Plant trees, shrubs and ground cover as called for where indicated on Planting Plan and as detailed on Planting Detail sheet. Substitutions of plants will not be accepted unless approved by Landscape Architect. 1. Ground Cover -Flats and/or Cuttings All plant materials specified as rooted cuttings or flat stock on Planting Plan shall remain in the flats until time of transplanting. The flat soil shall contain sufficient moisture so that soil does not fall apart when lifting plant from flat. Ground cover plants shall not allowed to dry out before or while being planted. Roots shall not be exposed to the air except while actually being planted. Wilted plants will not be accepted. At the time of planting, the soil around each plant shall be firmed sufficiently to force out air pockets. Plants to be planted in triangular spacing as specified O.C. (On Center). All cuttings shall be minimum of 6" long. Install plants in 6" X 6" planting pits. Water immediately after each planting until one inch of water penetration is obtained. Care shall be exercised at all times to protect the plants after planting. Any damage to plants by trampling or other operations of this contract shall be repaired immediately. 2. Shrub & Trees Plant all container-grown plants in planting pits, two (2) times wider and two (2) times deeper than the container, as directed on Planting Detail sheet. Thoroughly mix 1/3 organic backfill (Nitrolized Redwood Shavings or equal) and the amendments specified in the soils analysis with the site soil, prior to backfilling of planting pits. Install Plant Tablets, per the manufacturer's instructions and as detailed on Planting Detail Sheet. Contractor shall construct basins around all trees not in lawn areas; basins shall not exceed top of root ball crown. 3. Top Dressing Top dress all ground cover and shrub areas with 3" thick layer of OGG (Organic Ground Cover), to be specified on all planting plans. 4. Staking Stake all trees as detailed on Planting Detail Sheet. D. Special Backfill Mixes 1. Azaleas -Use 80% coarse Peat Moss, and 20% clean top soil. 2. Camellias & Ferns -Use 50% Peat Moss, 25% Forest Humus and 25% Site Soil 3. Pots and Planters -Use Kellogg's Indoor Planter Mix. E. Sod -See Planting Details Sheet for sod type. 1. Areas shall have a smooth and continual grade between existing or fixed controls, such as: walks, curbs, catch basins. Roll, scarify, rake and level as necessary to obtain true, even soil structure. 2. Apply fertilizers as specified on Planting Detail Sheet and mix into the soil. 3. Sod shall be installed the same day it is delivered. Sod shall not be left on pallets in the hot sun. Contractor shall be responsible for any and all damage to sod not installed on day of delivery. 4. Unroll sod carefully and place in staggered pattern of strips. Sod shall be installed against adjacent strips to eliminate joints and edges. C: \DRAWING FILES\TITLE SHEETS\CLSB-IP.DWG REl/lSED: 5/15/2012 The Owner shall have a soil analysis made after completion of rough grading. The Contractor shall incorporate all soil amendments and fertilizers prescribed herein. The soil preparation specified below shall be adjusted accordingly to the analysis after approval from the landscape architect. A. Planting Preparation 1. Slope Texturing a. Cut Slopes: These surfaces shall be roughened in a horizontal direction following the contour of the slope. The roughened texture shall be made by hand raking or similar mechanical means. b. Fill Slopes: These surfaces shall be compacted and finished and also roughened in a horizontal direction following the contour of the slope. The roughened texture shall be made by hand raking or similar mechanical means. 2. Weed Eradication Procedures a. Manually remove all existing vegetation and dispose of it off-site. b. Fertilize all planting areas with fertilizer based on Soil Labs recommendations. (See Planting Detail Sheet). Add any and all soil amendments as required, per the soil analysis. Begin watering process to activate fertilizer and additive chemicals. c. Water all planting areas thoroughly and continuously for a period of two (2) consecutive weeks. The Landscape Architect shall approve specific watering duration and frequency program designed to germinate all residual weed seeds. d. Discontinue watering process for two (2) days, then apply recommendation by licensed applicator, if perennial weeds appear on the slopes. If annual weeds appear use straight contact herbicide as per the pest control advisor's recommendations. No water shall be applied for a minimum of four (4) days following application of contact weed killer. e. Allow sufficient period of time to insure that all weeds are dead. f. Water all planting areas thoroughly and continuously for a period of three (3) weeks. A shorter watering period may be permissible at the discretion of the Landscape Architect and/or the pest control advisor. Discontinue the watering process for one (1) day prior to the second application of the herbicide spraying. Re-apply the spraying operation with a straight contact weed killer, as per the pest control advisor's recommendations. Allow a minimum of four (4) days without irrigation, for effective final weed kill. g. Clear all desiccated weeds from the slopes to the finished grade. h. Water all planting areas on the regular irrigation controller schedule for three (3) consecutive days prior to the hyclroseecling operation. i. Then allow planting area soil surface to dry out for one (1) clay only, prior to the hyclroseecling application. Care must be taken not to allow the soil surface to be super-saturated with water prior to the hydroseeding installation. At the same time, the soil surface should not be dry. There should be some residual moisture within the first 1/2" of soil surface. j. Begin the hyclroseecling operation in all areas, as specified. 3. Planting Plant trees and shrubs as called out where inclivatecl on Planting Plan and as detailed on Planting Detail Sheet. Substitutions of plants will not be accepted unless approved in writing by Landscape Architect. Install planting tablets as called for in legend. Plant all container grown plants in planting pits two (2) times wider and two (2) times deeper than the container. Thoroughly mix the specified materials found in the soil analysis and those specified in the Plantinn Detail Sheet with the site soil, prior to backfilling of planting pits. Underground Service Alert Call• TOLL FREE 1·800 422-4133 TWO WORKING DAYS BEFORE YOU DIG F. Utilities 4. Planting Tablets (See Planting Detail Sheet) 5. Hydroseecling Specifications For Slope Areas Hydroseecl mix and mulch shall be amended to suit specific site conditions. Verify hydroseed mix with the Landscape Architect and Soils Report, upon results of the soil analysis. The mix shall be applied to all slope areas directly after the installation of all plant materials as final dressing. See Planting Detail Sheet for type and quantity of seed mix, fertilizer, and additional amendments. 1. The Contractor shall be responsible for verifying the location of all underground utility lines prior to any construction, so that proper precautions may be taken not to damage such lines ancl,plant locations, promptly notify the Landscape Architect who will arrange for relocation of one or the other. Failure to follow this procedure places upon the Contractor the responsibility for, at his own expense, making any and all repairs for damages resulting from his work. 6. Application G. Existing Trees Refer to Hyclroseecl Lawn Notes for hyclroseecl application. 1. Contractor is to insure the preservation of any existing trees on the site. Damage or loss of these trees will result in replacement of equal size by the Landscape Contractor. Ill. GENERAL NOTES H. See Planting Detail Sheet for additional notes. A. Clean-Up 1. After all installation operations have been completed, remove all rubbish, excess soil, empty plant container and trash from the site daily. All scars, ruts or other marks in the area caused by this work shall be repaired and the grounclleft in a neat, orderly condition. Leave site in broom-clean condition at the end of each working clay. Hose down all paved areas, including walks and patios, upon completion of all work. B. Maintenance 1. The Contractor shall maintain during installation a sufficient number of men and adequate equipment to perform the work herein specified. Plant maintenance work shall consist of applying water, weeding, caring of plants, including ground covers, shrubs, vines and trees, edging and mowing lawns, fertilizing, control of pests and diseases, and maintaining walks free of debris and dirt. Upon completion of each area of installation, the Contractor, Landscape Architect and Owner shall conduct an inspection of completed area, along with the Owner's maintenance representative. At this time, a list of corrections, if any, shall be made which are the responsibility of the Contractor. 2. After all work has been completed, inspected and accepted, all areas will be maintained for a period of ninety (90) calendar clays or as long as is necessary to establish thriving trees, shrubs, turf, and ground cover without bare spots. 3. Keep all areas weed-free, adequately watered, and neatly cultivated for the ninety (90) clay period. Remove all debris from site and keep the entire site broom-clean. Mow turf areas weekly. Hyclroseeclecl turf areas shall be irrigated after the slurry mulch has been applied and allowed to set for one (1) day. The soil surface must be kept moist at all times during the germination period to avoid desiccation of seedlings. 4. Re-seed all bare spots in turf areas at two (2) week intervals and maintain until an even stand of turf, without bare spots, is obtained. Re-seed all slope areas that fail to germinate evenly. Repair all eroded surfaces at no cost to the Owner. 5. Damage to any planted area shall be repaired immediately. Depressions caused by vehicles or foot traffic shall be filled with topsoil, leveled and replanted. Exterminate gophers, moles and repair damage. 6. The project shall be so cared for that a neat, clean condition will be presented at all times to the satisfaction of the Owner and Landscape Architect. The Landscape Contractor shall be expected to make a minimum of one weekly visit for maintenance purposes. 7. At the encl of the maintenance period, all areas that have been planted shall be fertilized with commercial fertilizer, analysis and rate of application shall be per the soils report. 8. The Contractor shall request a final site visit seven (7) clays prior to the end of the maintenance period. This request shall be written and directed to the Owner and the Landscape Architect. Upon written acceptance of the project, the Contractor shall be relieved of any further maintenance. C. Guarantee All turf, hand-planted and hyclroseedecl ground cover, and shrubs shall be guaranteed to live and grow to a period of ninety (90) clays after installation and acceptance by the Owner. Trees shall be guaranteed for one year. Any material that fails to grow through the specified maintenance ancl guarantee period shall be replaced by the Contractor at no cost to the Owner. D. Observation 1. Observation visits specified herein shall be made by the Landscape Architect or his representative. The Contractor shall request observation at least two (2) working days in advance of the time that the observation is requested. 2. Observation visits are suggested for the following parts of the work: a. Upon completion of grading and soil conditioning prior to planting. b. When trees are spotted for planting, but before planting holes are excavated. c. Written acceptance of the project to release the Contractor from further maintenance shall occur after Final Observation with the Owner or his representative at the end of the maintenance period. E. Verification of Dimensions 1. All scaled dimensions are approximate. Before proceeding with any work, the Contractor shall carefully check and verify all dimensions and quantities, and shall immediately notify the Landscape Architect of any discrepancy between the drawings and/or specifications and actual conditions. No work shall be clone in any area where there is such a discrepancy until approval for same has been given by the Landscape Architect. /J\ PREPARED BY: SUMMERS/MURPHY & PARTNERS, INC. ll------1-------1---------------+-----t---t---t------i LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 (949) 443-1446 FAX (949) 443-1631 DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPFWVAL ~ APPF~O V[O FOR /RR/GA TION AND PLAN TING OAIL Y, INCLUDING PRECISE LOCATION OF PLANTIAIG AREA. "AS BUILT" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF' CARLSBAD SHEETS 15 PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: STATE STREET TOWNHOMES RESIDENTIAL-MODELS PLANTING SPECIFICATIONS I APPROVED: /~-d!,, \ L-r b. \--04\: '? . 1,, , I .::;- PLANNING DW~I BY: PROJECT NO. DRAWING NO. CHKD BY: CT 13-05 484-2M RVWD BY: I