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HomeMy WebLinkAboutDWG 484-2L; CT 13-05; STATE STREET TOWNHOMES; 01-17LEGEND ill 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 BEGINNING OF CURB RADIUS TW TOP OF WALL ECR END OF CURB RADIUS TF TOP OF FOOTING ELEVATION TC TOP OF CURB aw 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 MINIMUM oc ON CENTER . MAX MAXIMUM CB CATCH BASIN MJ MASTIC JOINT TG TOP OF GRATE ELEVATION TYP TYPICAL INV INVERT ELEVATION PA PLANTING AREA BB BOND BEAM ELEVATION FOB FACE OF BUILDING ~ 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 _..-31 __...,-EXISTING CONTOUR ~ :::--.. GB GRADE BREAK ( c_=::)) BERM-BUILT-UP --LANDSCAPE GRADE DIRECTION. OF FLOW e-DETAIL REFERENCE DRAINAGE PIPE -SHEET LOCATION ATRIUM DRAIN e-SECTION REFERENCE -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 NOTES 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 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. DI RT DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA C:\DRAWING FILES\TITL.£ SHEETS\XXXX.DWG p/15/2012 2531~2601 CARLSBAD, STATE STREET CALIFORNIA VICINITY CITY OF OCEANSIPE PACIFIC OCEAN 7a MAP CITY OF ENCINITAS APPLICANT# CT13-05, RP13-15 TAYLOR MORRISON 8105 IRVINE CENTER DRIVE, SUITE 1450 IRVINE, CA 92618 PHONE: 949 341-1289 CONTACT: APRIL TORNILLO CITY OF VISTA LOCATION MAP l PROJECT SITE PREPARED BY: SUMMERS/MURPHY & PARTNERS, INC. LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 (949) 443-1446 FAX (949) 443-1631 3/31/15 CG DRAWING INDEX: SHEET TITLE SHEET NUMBER -...,....,...,...., r ("" .,,_,,_...,.... 1 ' . . ---- CONSTRUCTION PLANS 2 ) &. · CONSTRUCT/ON DETAILS -;;J CONSTRUCT/ON DETAILS 4 CONSTRUCTION DETAILS 5 CONSTRUCTION SPECIF/CATIONS 6 IPP/fc/J Tlnhl TIT/ r: c::ur:r:T 7 /RR/GA TION PLAN 8 1.1. I I fU/\IJLIJlvL ,LA/V ~ IRRIG. NOTES ' 10 ' /RR/GA TION DETAILS 11 /RR/GA TION DETAILS 12 IRRIG. SPECIF/CATIONS 1-~ TREE PLAN 14 & SHRUB PLAN /0 & PLANTING DETAILS 70 PLANTING SPECIF/CATIONS 17 DECLARATION OF RESPONSIBLE CHARGE: CONSISTENT WITH CURRENT STANDARDS. I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF/CATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. BY: bb PHONE NO: ( 949) _4~4'-"3-~14~4=6 ____ _ REGISTRATION NO.· -----'--'18'-=8'--'-1 ___ EXP IR A Tl ON DA TE: 04-06-2016 WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND /RR/GA TION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULA T/ONS. I HA VE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY Tl-IA T THE PLAN IMPLEMENTS THOSE REGULA Tl S TO PR VIDE EF. IC/ENT USE OF WATER. BY: PHONE NO: ( 949) 443-1446 REG!STRA TION NO: __ 1_8_81 ___ EXP/RATION DA TE: 04-06-2016 BACKFLOW PREVENTER TESTING: ALL /RR/GA T/ON BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY ANO 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 WEB SITE AT: HTTP:/ /WWW. CARLSBADCA. GOV /SERVICES/DEPARTMENTS/WA TER/DOCUMENTS/RECYCLEDWA TERBACKFLOWTESTERL/ST.PDF FOR RECYCLED OR HTTP:/ /WWW. CARLSBADCA. GOV /SERVICES/DEPARTMENTS/WATER/DOCUMENTS/WA TERBACKFLOWTESTERL/ST.POF FOR POTABLE OR CALL (760) 438-2722. INSPECTION PROCEDURES: INSPECTION PROCEDURES: INSPECT/ON OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF WORK, OR HIS DES/GNA TED AGENT. REFER TO THE SPECIF/CATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS ANO REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLA T/ON HAS BEEN COMPLETED BY SUBMITTING THE "CERT/FICA T/ON OF COMPLETION" FORM. A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION (9 co ~ 0 N -co 0 -I-'<t UJ Cl) 0 z UJ <( !;i: ...J 0.. 0 ...J 0 0:: I--~ -(.) -z :'.5 0.. 0.. 2 Cl) REQUEST LINE. . ----------------- ''CERT/FICA TION OF COMPLETION" FORM FAX TO: (760) 944-8943. LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 602-4602. PRIOR TO BEGINNING LANDSCAPE WORK: THE CONTRACTOR SHALL CONTACT THE DESIGNER OF WORK PRIOR TO BEGINNING LANDSCAPE WORK AND THE DESIGNER OF WORK SHALL REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW ANO PROTECT ALL UTILITIES (ABOVE & BELOW GRADE) FROM INVASIVE PLANT GROWTH AND ROOTS. +· jZ,. 11~ I SH1ET I APPROVED FOR !RR/GA T!ON AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. BUILT 11 RCE EXP. DATE REVIEVED BY, INSPECTOR DATE CITY OF CARLSBAD LilJ PLANNING DIVISION 7 8/11/15 MM REVISE IRRIGATION WATER METER SIZE LANDSCAPE IMPROVEMENT PLANS FOR: RELOCATION OF CONTROLLER NEAR LOT 122/16 MOVESIDEWALKATEASTENDOFPROPE STATE STREET TOWNHOMES SEE SHEETS 2 8 914 AND 15 FOR REVIS! NS CARLSBAD, CA MOVE SIDEWALK AT EAST END OF PROPE TY TITLE SHEET SEE SHEETS 2 8 14 AND 15 FOR REVISIO S I APPROVED: '.J '/,/ IL-I t-----+---+----~-----------+-------1-----l--_j__--1 /c.ut:A 6r--E:1L;,,JL '-r · I z... ·~ l-----t--+-,---------------------l----l-----1------_j.----l PLANNING DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: I PROJECT NO. I DRAWING NO, CHKD BY: CT 13-05 RVWD BY: 484-2L ------- -------- 'NOTE: STOPPING SIGN \ \ \ \ \ \ \ \ \ \ \ I I FINISH SCHEDULE NO. DESCRIPTION --t'--''-S.,.•_1_6.,_,•,.REDUCED WALL HEIGHT FROM -STREET-SIDE PROPERTY LIN-~E~--- BACK 1°!E~EL"EVAT~I-ON_S __ ~_O_'IE_S_: ---'" PROR!lJ'lJ( LINE DETAIUSHEET NO. ' UNITC ----- 1-· ·1 I'--. ' UNITC Ff--42,50 PAD=41.6 FF•42.20 PA0"41.3 ,.LllaaalriFr GF=36.90 UB.4,2 ,, UNITB3 fF...;{),00 PAD--39.10 PA . ·. S-14 TURF . -;,=<. . f'ti-#:::;t.~--7S-20 "-----1 S-2 S-3 '-.:~.A.-=-~ DESCRIPTION --- ALIGN WITH EDGE OF WALL AND DOORS TYP. . .--34 UNIT FF=IO. 0 PAD=:! 10 DETAIUSHEET S-4 TYP. TYP. ' UNITC FF-'42.50 PAD=41.6 ""F'll□k REFER TO PAVING ENLARGEMENT - ABOVERIGHT I I GF=39.50 lll'=Jlh,r}l'-~~,111t-ir-------,,SF"""'1I ,, eesla~l~j"" " UNIT El4 UNITB3 FF=40.00 PAC-<!9,10 FF-'40,00 PAD=®.10 '"' STATE STREET II ' E'k-'~tl--. CONSTRUCTION NOTES: ---- " UNlfC FF=42AO - Hf-"-'''°" PAP-'41.5 -""n,l,ll,las,a:.. LJ NOTE: STOPPING SIGN DISTANCE (SSD=150') -- GF:39,60 GF=39.60 - / / - S-9 TYP. ALIGN, I AL 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ADJUST AS NECESSARY WHILE MAINTAINING THE DESIGN CONCEPT. NOTE: AN ENCROACHMENT PERMIT WILL BE REQUIRED FOR ALL ENHANCED PAVING LOCATED WITHIN THE RIGHT-OF-WAY AND PUBLIC UTILITY EASMENT. ,, ,, 'f t;:;;-_-;:;._---;;--;;-;j,,-~---'" - S-11 "" ··---···-··----··-··-·-·-·- S-16 ----·------- 20· o· 10' 20· .-_~.:. I SCALE: 1" = 20' SYMBOL LEGEND ,.<C \ • REDUCED WALL HEIGHT FROM STREET-SIDE PROPERTY LINE BACK 10' PER CIVIL PLAN ELEVATIONS ALIGN WITH GARAGE CORNER ALIGN WI F .O.B. S-7-A ALIGN WI F.0.8. S-11 PAVING ENLARGEMENT NOTE: PAVING PATTERN SHOWN IS DIAGRAMMATIC. REFER TO FINISH SCHEDULE FOR PAVING TYPE, SIZE, SPACING, COLOR, AND FINISH. SCALE: 0 20 NORTH 1 "=20'-o" 40 60 80 SYMBOL DESCRIPTION SYMBOL DESCRIPTION 1-----------------------------------➔------------------------------12. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING ANY WORK AND CONTACT LANDSCAPE ARCHITECT FOR PA PLANTING AREA ~ ALIGN S-1 S-2 S-3 S-5 S-6 INTEGRAL COLORED CONCRETE PAVING COLOR: MESA BEIGE C-12. AVAIL FROM: SCOFIELD FINISH: LIGHT ACID WASH JOINT TYPE: TOOLED. BBQ COUNTER BBQ: STAINLESS STEEL MODEL: 36" TWIN EAGLES GAS BBQ GRILL SIDE BURNER: 20.5" GRAND TURBO DOORS: DOUBLE ACCESS DOORS 26" AVAIL: BBQ GALORE BACKSPLASH TILE: MAGIC GLASS COLOR: ES (COCO) GROUT COLOR: AVAIL: WWW.CLASSICTILEANDMOSAIC.COM 2 OVERHEAD TRELLIS 1 COLOR: SW 2837 'AURORA BROWN' AVAIL FROM: SHERWIN WILLIAMS INTERLOCKING PAVING W/ CONG. BAND.@ UNIT 5 MATERIAL: BELLA BLEND-CATALINA MOD. 3"X6", 6"X611 AND 6"X 9" AVAIL BELGARD (1.877.235.4273) CONCRETE BAND COLOR: CONCRETE BAND COLOR: SCOFIELD MESA BEIGE C-12. METAL HEADER 2 AVAIL FROM: PERMALOC, COLOR: BRONZE BENCH SEATING 2 MODEL: SHEAR SERIES COLOR: LATTE W/ ACID ETCH. BAMBOO BACKREST AVAIL FROM: QUICKCRETE STAGGERED, "RANDOM" 18"W AND 36"W INTERLOCKING PAV. 5 PEDESTRIAN-ALTERNATE COLORS-TRUFFLE AND LINEN SURFACE-GROUND FACE (UN-SEALED) MATERIAL: MODULINE SERIES 50/504" X 24", 4" X 18" 80MIL. AVAIL.: BELGARD STAGGERED, "RANDOM" 18"W AND 36"W INTERLOCKING PAV, 5 VEHICULAR-ALTERNATE COLORS-TRUFFLE AND LINEN SURFACE-GROUND FACE (UN-SEALED) MATERIAL: MODULINE SERIES 50/50 3" X 12', 3" X 12" 80 MIL. AVAIL: BELGARD C: DRAWING flLES TITLE SHEETS CLSB-IP,DWG REVlSED: 3 14 2016 4 3 3 4 4 5 4 4 S-8 ® S-9 S 18 S-12 S 13 S-14 S-15 S-16 S-17 S-18 S-19 S-20 18" AND 36" H RAISED BIO RETENTION PATIO PLANTER MATERIAL: ORCO BLOCK BLOCK: WHITE COMBED FACE COLOR: WHITE CAP: WHITE PRECISION CAP2"X8"X16" CONCRETE PAVING COLOR: MESA BEIGE C-12. AVAIL. FROM: SCOFIELD FINISH: LIGHT ACID WASH SCORING: SAWCUT, 4'x4' PATTERN ENTRY MOtiUMENTISIGNAGE MATERIAL:T.B.S. 3 3 1 4 DRIVEWAY INTERLOCKING PAVING W/ CONCRETE BAND 5 4 MATERIAL: BELLA BLEND-CATALINA MOD, 80 Ml, 1/3,1/3, 1/3 12"X12", 6"X12" AND 6"X 9" AVAIL BELGARD (1,877.235.4273) CONCRETE BAND COLOR: CONCRETE BAND COLOR: SCOFIELD MESA BEIGE C-12. CONCRETE STAIRS 3 4 COLOR, FINISH: MATCH PRODUCTION SIDEWALK GLUSTER MAIL BOJ( UNITS ACCENT POTTERY 3 5 MFG: QUICKCRETE MODEL: ARRIS SERIES 28" W X 24" T COLOR: LATTE-ACID WASH BIKE RACK 1 5 MFG: QUICKCRETE MODEL: QLINE GESTURE BIKE RACK (Q-GES-BR) COLOR: T.B.S. 6' HIGH CMU SOUND WALL AT PERIMETER AND PILASTER 7 4 BLOCK: COMBED FACE COLOR: WHITE CAP: WHITE PRECISION CAP2"X8"X16" HAND RAIL 4 · 4 COLOR: OLOR: CLV 1184N 'PORTAGE' BY FRAZEE PAINT OR EQUAL SECURITY GATE COLOR: BY OWNER 24" HIGH SEATWALL PICNIC TABLE AND CHAIRS 5 6 6 5 4 5 AUTHORIZATION IF MODIFICATIONS ARE NECESSARY. 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'-0" 0,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 CARLSBAD 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. 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 CARLSBAD 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. FOB FACE OF BUILDING 0 CALL OUT EJ EXPANSION JOINT 'r. CENTER LINE C8:J ELECTRIC SERVICE BOX ? STREET LIGHT PROPOSED STEP LOCATION [a] TYP. TYPICAL TRANSFORMER SLAB BOX p PROPERTY LINE I> I> I> ® . AD.A PATH OF TRAVEL ~ . BIOSWALE RETENTION PLANTER~ EARTH MOUNDING □ PRODUCTION WALL PILASTER NOTE: ALL PLANTER AREAS ADJACENT TO STRUCTURES TO HAVE 2% POSITIVE SURFACE DRAINAGE. REFER TO CIVIL ENGINEER'S PRECISE GRADING PLAN APPROV[O F"OR !RR/GA TION ANO PLANTING ONLY, INCLUDING PR[CIS[ LOCATION OF" PLANTING AR[A. "AS BU IL T" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE 15. AN ENCROACHMENT PERMIT IS REQUIRED FOR THE INSTALLATION OF ENHANCED vNDSC4 p 8/11/15 CG f.1~1..,, k~ PAVING WHERE LOCATED WITHIN CITY RIGHT-OF-WAY AND WITHIN PUBLIC UTILITY ,,_.<,,.<i Ii'· Murp1i,. <'"'11>, 1/22/16 CG I SH2EET I CITY Q F C ARLSEAD CTrJ EASEMENT. ,_'<i,. c,. % % 3/7/16 CG. PLANNING DIVISION 7 .f::? ·.fl • ;.;.,. " _-,.,_._,_,_-,--+--'=-j---'-'~---'-'"--l'--'-',"--"1!,lbJlU"lb]LL!,.Q.'-"':l.lJ------~---+---+--_;,,,____j _ _.:I.~~ L===:'.'::================~==== <:J.,5 \""'-Ir ,- Underground Service Alert Call• TOLL FREE 1•800 422-4133 TWO WORKING DAYS BEFORE YOU DIG c.,,J:11~-~a "' '._J-=,.,,!l~:'::'.::qr ... ll---+-------lf---------------------+----+----11---1-----1 LANDSCAPE IMPROVEMENT PLANS FOR: PREPARED BY: 7-31-16 ReneW<JI Date * ~ ... SUMMERS/MURPHY & PARTNERS, INC. ll---+--+---------------+------+----+------+-----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 OTHER APPROVAL CITY APPROVAL STATE STREET TOWNHOMES CARLSBAD, CA TRUCTION PLANS APPROVED: bi--~~ + .r-z..·1r,o PLANNING OWN BY: PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: CT 13-05 484-2L 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. GRAVEUSPLASH 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. FOR UNITS WITH PALM TREE: 1, 2, 3, 7, 8, 9, 10, 11 & 17 U) w (( <( > PROPERTY LINE -' I ~( '~:: ,\:,.:,'.;-/' 5' w if) f a: Wo .Iw Cl I-i-~ o o (JJ z (JJ w __, z CD BBQ UNIT, PER CONSTRUCTION MATERIALS SCHEDULE. 0 GRANITE COUNTER fOP G) CONCRETE MOULDING 0 STUCCO VENEER TO MATCH ARCHITECTUHE @rn11sH SURFACE ® GRANITE BACKSPLASH 0 STAlflLESS STEEL ACCESS DOOR ® GFI OUTLET WITH WEA TH ERP ROOF COi/ER. ® GAS TIMER· MOUNT FLUSH WITH STONE VENEER, INSTALL PER MANUFACTURERS SPECIFICATIONS @ BBQ SURFACE LIGHT. SEE LIGHTING PLANS @PILASTERS AND OVERHEAD SHADE STRUCTURE, REFER TO LCD-04, DETAIL 1. ELEVATION VIEW SCALE 112"0 l'-0" => F.F.=PER PLANI 2 BBQ COUNTER NOTE: FOR FLOW THfJU PLANTER WITH PAUA TREE USE TYPE A. SEE LS ARCH PLANS WHERE PALM TREES ARE SHOWN. FOR ALL OTHER USE TYPE 8 TYPE A 36" FLOW-THROUGH PLANTER (JJ w (( VARIES 0-------: ' . · =111= 1 FKQc&=i=¥':~~;,;§=,=rc.:'°'o,=-J:l, 1 -11 1=1 11 = CJ.E-=d rrf-rl'?r~ 'A-n'f-rf' 61 -' tfITiT: TYPE B 18" FLOW-THROUGH PLANTER 3 BIO RETENTION PLANTER C: DRAWlNG FILES TITLE SHEETS CLSB-IP.OWG HEVISED: 5 15 2012 0 ('J F. F =PER PLAN I MASTIC WATERPROOFING W/ PROTECTIVE MEMBRANE FASTENED TO WALL (MEMBRANE TO BE TAMKO TW-THRU WALL FLASHING OR APPV'O EQUAL) 5'-6" •• •• 4'-4" 1 20'-4" i:) J:1 "" o-o •• • • FOOTING DIMENSION AND REINFORCING PER STRUCTURAL ENGINEER'S DETAIL. I 30"SQ. r ' 4'-4" I5TYP. '-......___ J NOTES REFER TO MATERIALS SCHEDULE SHEET LCS-O·I FOR ALL COLORS, MATERIALS, FINISHES AND SPECIFICATIONS. / 6" -:°I 20 1 3 1--~ -,JL----c,I'-, 2 1--~ ,-- ff' "''ii' ,t;:: b] {~ ,! "" •. !I rt ..... ii q. q <l 4 ·q q 17l------' 4'·6" ----- 30" " ..... " a q a, I a, z ~Q I ~ >->-~u -w I "' __, w w _J > U) 13 C, -10 ~l 14 15 16 q '½ 4 4 . -Ll -<J q 4 ~-t11 FIRE NOTE: CONTRACTOR SHALL INSTALL ONE MAIN EMERGENCY GAS SHUT-OFF SWITCH. WALL MOUNT FINAL LOCATION TB□ BY OWNER/ LANDSCAPE ARCHITECT. • FOR FOOTING DIMENSION AND REINFORCING f{EFER TO STRUCTURAL ENGINEERS PLANS 30" so. 13'-4" r 4'-6" ' 1'-2" 2'-6" 2'-6" 1'-2"1'-2" TYP. EQ. EQ. 15TYP. '-......___ (, G) GRANITE COUNTER TOP. 0 CAST IN PLACE REINFORCED CONCRETE COUNTER TOP BASE. 0 ELECTRICAL OUTLET WITH WEATHEHPfWOF COVEi, 0 BARBEQUE COUNTER FACE FINISH SURFACE, REFER TO ELEVATION DETAILS AND LCS-01. ® ELECTRICAL CONDUIT. SEE ELECTRICAL PLANS. ® I/ENT WITH VENT SCREEN (STAINLESS) SUBMITTAL REQUIRED. (J) CMU BLOCK. GROUT FILL ALL CELLS SOLID. 6" © BBQ UNIT PER CONSTRUCTION MATERIALS SCHEDULE. VERIFY OPENING REQUIRED. ® STAINLESS STEEL ANGLE IRON AND BLOCKING. FOR BBQ SUPPORT. AS REQUlf{EO @ STAINLESS STEEL ACCESS DOOR PER MATERIALS SCHEDULE. @FINISH GRADEi ADJACENT PAI/ING. @NOT USED @ GAS TIMER· MOUNT FLUSH WITH STONE VENEER, INSTALL PEI{ MANUFACTURER'S SPECIFICATIONS. SUBMITTAL REQUIRED. @ELECTRIC SOLENOID SHUT-OFF-VALVE. INSTALL PER MANUFACTURER'S SPECIFICATIONS. SUBMITTAL REQUIRED @GAS REGULATOR -INSTALL PER MANUFACTURER'S SPECIFICATIONS. SUBMITTAL REQUIRED. @MANUAL GAS SHUT-OFF VALVE, INSTALL PER MANUFACTURER'S SPECS. SUBMITTAL REQUIRED. ® CONCRETE FOOTING, PER STRUCTURAL ENG. @wATERPROOFING UNEXPOSED PORTION OF BACK OF WALL @EXPANSION JOINT. @BARBEQUE LIGHTING, REFER TO LIGHTING PLANS. NOTES REFER TO MATERIALS SCHEDULE SHEET LCS-01 FOR ALL COLORS. MATERIALS. FINISHES AND SPECIFICATIONS. SECTION VIEW SCALE: 1"0 1'-0" OVERHEAD SHADE STRUCTURE ELEVATION VIEW FROM RESIDENCE SCALE: 1/4" = 1 '-0" 1 LEGEND 1. CONCRETE FOOTING 6. BXS SQ. STEEL BEAM 2. FINISH GRADE 7. MASONRY CUT STONE PILASTER 3. COMPACTED SUBGRADE · REFER TO SOILS REPORT 8. CMU BLOCK MASONRY CONSTRUCTION APPRO \/ED FOR !RR/GA TIO/\/ A/\/0 PLANTING ONLY, I/\ICLUOING PRECISE LOCATION OF PLANTING AREA. 4. 4" DIAMETER STEEL LATTICE, CUT TAILS AS SHOWN 9. GROUT BLOCK 5. 8" DIAMETER STEEL JOIST, CUT TAILS AS SHOWN "AS BUILT" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE OVERHEAD TRELLIS CITY OF CARLSBAD SHEETS 11----11----+--l---------------+---+---+---+---I I SH~ET I lf----+---l-----------------+----11----I----1---1 ;=L=A==N=Ds==-c:::'.'A~P==E:=' =rM=P==R==o==v::::E==M==E==N==T=P==l=,A=N::::S::::::::P'O==R=,===-====~ Underground Service Alert Call, TOLL FREE 1·800 422-4133 TWO WORKING DAYS BEFORE YOU DIG PLANNING DIVISION 17 STATE STREET TOWNHOMES CARLSBAD, CA CONSTRUCTION DETAILS PREPARED BY: ll----+-----1---------------+-----l---ll--+---l I APPROVED ~\ lr r:..\~-0~ SUMMERS/MURPHY & PARTNERS, INC. _PLANNING LANDSCAPE ARCHITECTS ~========::;-;========:=;-;====::::; 34197 COAST HIGHWAY, SUITE 200 DATE INITIAL DATE INITIAL DATE INITIAL L'.D~W2N'..='......B'c.Y:.'..c-= --=-=~~ ~--P-R-O-JE_C_T_N_O_. -~I D4RA8W4ll~G2NLO. DANA POINT, CALIFORNIA 92629 REVISION D'SCRIPTIO'I CHKD BY: ---CT 13 05 -(949) 443-1446 FAX (949) 443-1631 DESIGNER OF WORK c. 1' OIHER APPROVAL CITY APPROVAL RVWD BY: - J[fil ' ' 0 ' co '9 co SECTION VIEW-PILATER SCALE: 1/2" = 1 '-0" LEGEND 1. PILASTER PRE-CAST CONCRETE CAP TO MATCH EXISTING-REFER TO FINISH SCHEDULE 2. WALL PRE-CAST CONCRETE CAP TO MATCH EXISTING-REFER TO FINISH SCHEDULE 3. 16" SQ. PRECISION BLOCK TO MATCH EXISTING - GROUT CELLS SOLID -REFER TO STRUCTURAL ENGINEER'S DRAWINGS FOR REINFORCEMENT SPECIFICATIONS 4. 8X8X16 PRECISION BLOCK TO MATCH EXISTING- REFER TO FINISH SCHEDULE 5. FINISH GRADE COMPACTED SUBGRADE -REFER TO SOILS REPORT FOR REQUIREMENTS 7. CONCRETE FOOTING -REFER TO CIVIL ENGINEER'S PLANS FOR REQUIREMENTS NOTE: • REFER TO STRUCTURAL ENGINEER'S DRAWINGS FOR ALL INFORMATION PERTAINING TO REINFORCEMENT, FOOTING SIZE, AND COVER. 7 PERIMETER CMU WALL & PILASTER 6 SEATWALL .j d . <J .. . .j 1 NOTE: • REFER TO STRUCTURAL ENGINEER'S DETAILS & CALCULATIONS FOR ALL CONNECTIONS, FOOTING, AND REINFORCING INFORMATION. 1. WALL VENEER AND CAP -REFER TO FINISH SCHEDULE 2. 16x8x16 CMU BLOCK W/ REBAR REI ENFORCEMENT-REFER TO STRUCTURAL ENGINEER'S PLANS FOR SPECIFICATIONS. 3. MASONRY VENEER -REFER TO FINISH SCHEDULE 4. CONCRETE FOOTING W/ REBAR REINFORCEMENT -REFER TO STRUCTURAL ENGINEER'S PLANS FOR SPECIFICATIONS. 5. COMPACTED SUB GRADE-REFER TO SOILS REPORT. C: DRAW'JNG FILES TITLE SHEETS CLSB-IP.DWG REVISED: 5 15 2012 I 111 IL,....~~~~~~~~ , I ~l l l l I l l l l l I _~-,,,---.:,,,-~"i-'kr---.,,-'--i-r,--rr,/ . ~W111 11 111 Ill II I Ill Ill 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. 5 INTERLOCKING PAVERS 24" 12" MIN. SECTION VIEW SCALE: 1" = 1'-0" LEGEND 1. STEEL NOSE BAR 2. EXPANSION JOINT, TYP. 3. REFER TO GRADING PLAN FOR NUMBER OF RISERS 4. ADJACENT CONCRETE PAVING 5. CONCRETE STEPS -REFER TO FINISH SCHEDULE 6. ½" RADIUS ON NOSE OF TREADS 7. SUB-BASE MATERIAL -REFER TO SOILS REPORT 8. COMPACTED SUB-GRADE 3 CONCRETE STEPS 1D 12" l I I I I I I I I I 11 M ~ 9"SQ. ~ 'I 1 u· NOTE: • REFER TO SOILS ENGINEER'S REPORT FOR MINIMUM THICKNESS OF CONCRETE, REINFORCING STEEL, COMPACTED SUBGRADE, AND SUB-BASE MATERIAL. ~1_· I I L :']__ _J HANDRAIL FOOTING SCALE: 1" = 1 '-0" 4 I I I I "' I I I -l.J I I 4 I L _ _J SECTION VIEW SCALE: 1" = 1 '-0" HANDRAIL DETAIL 1. ½" x 2" SQ. TUBULAR RAIL 2. ADJACENT STEPS 3. 1-1/2" SQ. TUBULAR STEEL POST 4. CONCRETE FOOTING 5. DECORATIVE COVER PLATE OVER BRACKET 6. METAL 'L' BRACKET, SOLT THROUGH POST WITH (2) BOLTS, MOUNT TO CONCRETE WITH (2) BOLTS AND SEALED W/ EPOXY OR APPROVED EQUAL Underground Service Alert 2 1 ~ -r,=!,111-=·~11hil ;.,~'. . . .. . • •. ----;--'' -. ""t) '-~- ' SCORE JOINT-SECTION VIEW SCALE: 1" = 1 '-0" -J----1'-~,, ,--,, ,-m--,, ,-m--,,, 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 3. CONCRETE PAVING -REFER TO FINISH SCHEDULE, SHEET LC-01 FOR COLOR, FINISH AND/OR PATTERN -REFER TO SOILS REPORT FOR THICKNESS 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 1 CONCRETE PAVING SCALE: 1 "=1 '-0" LEGEND 1. TURF -SEE PLAN 2.METAL HEADER-ATTACHMENT PER MANUFACTURER 3.DECOMPOSED GRANITE- SEE PLAN 4. COMPACTED SUB GRADE PER GEOTECHNICAL REPORT 5. METAL STAKE½" x 2" x 12" @ 4'-0" O.C. METAL HEADER 6. REINFORCING STEEL -REFER TO SOILS REPORT FOR REQUIREMENTS 7. AGGREGATE SUB-BASE -REFER TO SOILS REPORT FOR DEPTH REQUIREMENTS 8. FINISH GRADE 9. COMPACTED SUBGRADE -REFER TO SOILS REPORT FOR REQUIREMENTS 10. 1" MINIMUM, 2" AT TURF AREAS NOTE: APPLY½" DEEP JOINT SEALANT (CAULKING) INTO GROOVE . SAND IN WITH #60 SILICA SAND. MATCH COLOR OF PAVING APPROVED FOR !RR/GA TIO/\/ AND PLAN TING ONLY, INCLUDING PF'2[CIS[ LOCATION OF PLANTING AREA. "AS BU IL T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE I SH~ET I CITY OF CARLSBAD SHEETS PLANNl1\JG DIVISIO1\J 17 LANDSCAPE IMPROVE:ME:N'l' PLANS FOR: STATE STREET TOWNHOMES CARLSBAD, CA CONSTRUCTION DETAILS Call• TOLL FREE 1·800 422-4133 I APPROVED: PREPARED BY: SU MM ERS/M U RP HY & PARTNERS, I NC. ::====:===:====================================:========:::: PLANNING TWO WORKING DAYS BEFORE YOU DIG LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 (949) 443-1446 FAX (949) 443-1631 DATE JN!TIAL DATE INITIAL DESIGNER OF WORK REVISI0I\J DESCRIPTION OTHER APPIWVAL DATE INITIAL CITY APPROVAL DWN BY: I PROJECT NO. I 04Et4~82 L. CHKD BY: CT 13-05 RVWD BY: 6 5 • INSTALLATION IS REQUIRED BY OTHERS. • ALL EDGES TO HAVE 1/4" RADIUS MIN. • MANUFACTURIIIG TOLERANCE ±1/4". ~ PRODUCT: 0-'NEL92T • QUANTITY,_ ' CONCRETE COLOR, ___ _ • CONCRETE TEXTURE, ___ _ • SEALER, STANDARD GLOSS SEALER • sm. COLOR & TEXTURE OPTIOIIS. n .,. t:-=· ~-~---7, ""=S ~-:::-;;:=-==:;c·2:co;J· 1.~------· ~~ APROX. WT. 632 Lbs. (BENCH) APROX. WT. 987 Lbs. (TABLE) 'A~,lrh,~,=1,~,a~sl-g,-,~,,=ce----□,~1-,. D'/' si~ dxr,! oc ~lompa'lg tiis dr~•ill<) "ol'P'";e<J' ,;r 'no e.mplioo ini,,en' suU-;iri;olion <! f,en \o Go.lid Cltle lo y!O<J-J,j 1M <lru,in9 CL1 :.iii.in rilnill 'J 1/f ('J!1rnflC, '-. C~JOO PLAN VIEW '-----42• ---- 1 _I ---1;; 1/2"R f-L ___ .· ,,. _I~~ ~ 16 112· ~=l ---1 112" SECTION VIEW I·.. PRODUCTS CORP. oo, Fl.E.'.(I. HCIJME TABL ~ . QUICK CRETE ~ CONSTRUCIIONPLAN _:.., :· 7 3 NI Of c ~-.ft if fx ~ti { 0 A y It. ~--4· ___ W_EL_CO_M_E_T_AB_L_E _,_(O_-_W_EL_92_l),__ _ _,.=...:...'-..l.-""'--I -CI\A.IJI Iii: f/z" a 1' R.M. t•t1) 787-12."40 ,Al (tl1) 757·7052. PRO..f£1 WWW,QUICl'.Cll•T•.coM 1-1,!Jj'--' PICNIC TABLE AND CHAIRS NOTES: 1. 2. 3. 4. ALL WELDS SHALL BE 1/8" CONTINUOUS FILLET WELD ALL AROUND. GRIND ALL WELDS SMOOTH. PAINT WITH ONE COAT PRIMER ENAMEL AND TWO COATS OF COLOR PER OWNER. ALL MEMBERS TO BE ZINC METALIZED GATE SHALL BE EQUIPPED WITH A PNEUMATIC ARM GATE CLOSER AND SELF-LATCHING DEVICES. • REFER TO STRUCTURAL ENGINEERS DRAWINGS FOOTING DIMENSION AND REINFORCING .,l,__ __ 2_·-0_ .. __ __,,_l ,....-(14) 'I "1· I '--' 3·.o .. , EQ. 4"MAX. ,, ,, I/' FABRICATION OF GATE C""':i .I = J:O. II M II I Elevation Scale: 3/4"0 1'-0" SECURITY GATE C: DHAWING FILES ·rlTLE SHEETS CLSB-IP.OWG REVISED: 5 15 2012 ,m 1 " I L 3 Natural Gray Concrete Choose color from Davis colors lwww.daviscolors.com) Custom color mi:dng available Smooth honed Acid Etrhed Sdndb)ast fil1ish !light, medium, or heavy) Standard diarneter hole: upproximately 2" Custom sizing (Please speci Fy upon order) No drainuge holt' DECORATIVE POTTERY 01'' X 1-112" RECT. TUBE STL. GATE 2 ~---t17 FRAME AND MID RAIL-LAID FLAT. 0518" X 518" SQ.TUBE STEEL PICKETS AT 4" V i---------lc- 4 7 9 B 2 10 11 O.C. MAX. PUNCH PICKET THRU RAILS, WELD ALL AROUND AT TOP OF RAILS 0 2" x 2" TUBE STEEL WtTH POST CAP @KEY TYPE LOCK,BOTH SIDES AND STOP PLATE. INSTALL 3'-6" ABOVE FINISH SURFACE. CONTRACTOR SHALL SUBMIT SHOP DWGS. @LOCK SET WITH LEVER HANDLE PER OWNER DIRECTIONS. WELD LOCK SET BOX TO POST AND RAIL PER APPROVED SHOP DRAWING. ©EAVY DUTY SELF CLOSING "BOMMER" HINGES 3 REQ'D. PER GATE. CONT. SHALL SUBMI l SHOP DRAWINGS. INCLUDE PANIC HARDWARE ON POOL SIDE. 016 GA 318" OPENING GRID SCREEN DESIGN GALV. STL. PERFORATED SQUARE PATTERN BY McNICHOL'S. 3/16" THICK X 318" SQ. OPENING SOLID BAR AT EDGE, ON POOL SIDE OF GATE ENSURE THAT NO SHARP OR RAGGED EDGES ARE EXPOSED. ALL EDGES NEED TO BE PAINTED TO MATCH TUBULAR STEEL FENCE @1" X 1-1/2" RECT. X 12 GA. TUBE STEEL MID. & BOTOM RAILS-LAID FLAT ®ADJACENT FENCE @16 GA. SOLID METAL PLATE PER CODE @FINISH SURFACE PER CONSTRUCTION PLAN @coNCRETE FOOTING PER STRUCTURAL ENGINEER @1 112" X 112" RECT. TUBULAR STEEL MID RAIL LAID FLAT @4"X4" SQ. X 114" THK. TUBE STEEL GATE POST WITH POST CAP @FOB KEY SWIPE PER OWNER. @KNOX BOX, 114" STEEL PLATE TO MOUNT @s1GN REFER TO SIGNAGE CONSULTANT I CONTRACTOR. Underground Service Alert Call, TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG Light Gray Sunset Rose H,uvest Gold Miami Buff "' Custom color mixing available. Ref et to www.daviscolors.com •, ,·,;\1 I :•,ii'. ' ::·, i • Standard 2" diamkr drain hate on all planters Pl;mters can be milde without a drain hole if re{Juired Custom drain holes available upon request or provide us with a sample to match One size: Smooth honed tops on al! products fhnfl"<> nf T·,.ti,rid nr-i-11ul m T? r:: <:;:i,;,t::, ,;i,I~,; .:m,j body ., I 1s,• ,. ,[: I :< ,·,.' s·-o· 7 I ~ ___ ) BENCH SEATING PREPARED BY: 1 1 4 • INSTALLATION IS REQUIRED 8"( OTHERS. • ALL EDGES TO BE EASED. • MANUFACTURING TOLERAN<::E ±t/4". • PRODUCT: CfSTtmE f!IXE RACK (Q-CES-BR) • QUANTITY:_ • CONCRETE COLOR: __ _ • CONCRETE TEXTURE: __ _ • SEALER: STANDARD GI OSS SFAI >fJ AUXILIARY VIEW FRONT ELEV. VIEW .(ANCHORING DETAIL) APROX. WT. 59 Lbs. (M1sia 10 OHl0/..0 If O'lt~ U..00 th) t.' ',. .. .,. . ·-~-~~' ' '.··~ ,-; SIDE ELEV. VIEW BOTTOM VIEW SECTIOM VIEW I -j f-·-·i l 11,· 1· g ,1a· ·l REAR ELEV. VIEW U I " I r..n:: ru.: w. lhi!l :};t; 1----'C:.:O:::NS:::TR=Cl:..:O::.".:.PLA:..::.I ------l!~M !:£~' Sil 1 '~"'' GESTURE BIKE RACK (0-GES-BR) 1• , 1' a,. " , __ __:_:.:c..:;;: __ ..-'.C__--'----'--'-'~~'-j 1 BIKE RACK POT. VARIOUS SIZES THrlEADED TUllltlG ADAPT EH· 90" lll"ElAllllEDA lr2" 114· llARllEO PLUG AT Erm SEE OUTLET FLUSH Wlfll OF fUBltlG • fYP. QHADE. RAINlllHO 114' LtoOW.100 _ rtAltJlJl,10 ros t,50 TIE LANDSCAPE DfUP LINE TUUIMO OO't'itl STAKE -TY/O 121 2·3" FflOM POT EDGE ?ER POT. COIL OUT AS SHO'ml (( ~ ~r~ ~ / ., POT. VARIOUS SllES I 1 r'"@) ➔ .. REFER TO TAEJLE SHOWtl OM nus 11 - O!c'TAIL FOrl APPHOX!lh\ Tic LEtlGHl or ~'-~ DHIPPEH TUllltlO HEQ"O PER POT SIZE. PLAtl'IIEW-1-'QT IHHIQArtQtl LAYOUT OHAIN LINE· TIE !NTQ OFIAINAQE SYSTEM 112· SCH eo ?'IC TllE tlll'PL~ LENGfHAS rtEOUli-lED 111' SCH 40 P'IC ELL I 112" SCtl •O P'IC PIPING TO POT '/>J. 'IE .O.SSEI/Ell'f POT IRRIGATION I I ~ ~ - I )) l,'4" WIDSCAPE DHIPLlrlE FIEO"O PER POT USING o· EMITTER SPACltlG lrl Ltx:!0000100 POT SllE 5'-0" DIA. 4•.o· 01;. 4'-0° OJA. 3'-6° DIA 3'·0· DJA. 2'·6" DIA. LEMG TH OF TUElltlG OPHPErl FOf 20'-o· 320PII 17'·3" 2e QPII 1s·-o· 2~ GPil 12'-0" 200?;1 10·.3· lCiGf'H 7"·'i" 12Gf'H Details As Stmwn aro for Graphic purposes or1ly. Mot for Construciior1. APPROV[O F"OR !RR/GA TION Ai\/0 PLANTING ONLY, INCLUDING PR[C/S£ LOCA T!ON or PLANTING ARtA. "AS BU IL T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE I SSEET I CITY OF' CAf~LSBAD SHEETS PLANNING DIVISION 17 LANDSCAPE IMPROVEMENT PLANS FOR STATE STREET TOWNHOMES CARLSBAD, CA CONSTRUCTION DETAILS APPROVED: SUMMERS/MURPHY & PARTNERS, INC. fl----1---t---------------+--t----t----t----, ~P=LA=NN==IN=C====;--::=======;-;:::=-=-=-=-=-~ LANDSCAPE ARCHITECTS DWN BY: PROJECT NO. DRAWING NO. 34197 COAST HIGHWAY, SUITE 200 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: __ _ fg!~i',i~~_1f445CALW,2t(~1~i9ft~?1631 DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT 13-05 484-2L 'i i!'lil 1!11 U. A. Contractual Relationship In the performance of this contract, Contractor shall hold Landscape Architect and Owner harmless frorn any and all liability, costs and charges arising 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. Additions, Deviations and Alterations No deviations or alterations frorn 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, Owr1er 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 st1all comply witr1 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 herein in a workmanlil,e manner in strict accordance with plans and notes. Should any questions arise as to the intent and interpretation of tr1ese 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 fumisr1ed 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 make 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, workmar1ship and equipment which does not conform to the plans and notes. All materials used on this contract shall be new and the best marked quality unless specified otherwise. When so required by the Owner or Landscape Architect. Contractor shall submit for approval samples of the 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, cor1duits, sprinkler lines and all utility lines prior to any construction. 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 trial Owner may require shall apply with the sarne force and effect as though written in lull herein for all construction sections. II. SITE EXCAVATION AND ROUGH GRADING Scope of Work -Provide all labor, materials, tools, equipment, transportation and necessary incidentals for lr1e 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 tr1e dimension and depth shown on the drawings. Bottoms of excavations shall be smooth and level. All loose material shall be removed therefrom. D. Subgrades shall be watered and compacted to a relative compaction of 95%. E Subgrades under all paving shall be true to grade and cross section, hard, uniform and smoott1 prior to placement of base material. F. Backfilling of all excavations and trenches after placement of foundations, walls, walks, utllities, 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 within 1/10 fool plus or minus. Final design grades as indicated on ttie 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. I. 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 the 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, higt1 impact plastic Styrene deck drains, and/or precast concrete drain box and catch basins and cast Jron grate in diameters and sizes as shown on the drawings. Stainless steel or brass deck drains in tiardscape as shown on the drawings. B. Trenching and Laying Pipe 1. Trenches to pitct1 a minimum of 1/8" per foot unless otherwise indicated on the drawings. Contractor to verify all invert elevations and trench depth prior to excavation. 2. Bottom of trench shall be smooth and continuous to flow dlrection. A hollow shall be made to receive bell of pipe so ttie joint will not bear upon the subgrade. Adjustments to line and grade shall 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 may be backfilled with trench material. 4. Compaction -Cornpactior1 by tamping shall not be done in layers exceeding eight inches in loose depth wiU1 each layer thoroughly compacted between. C. Clean-Up and Testing 1. Prior to covering of trenches, drain line and basins shall be checked to insure proper flow anc! water tightness. 2. The piping systems shall be flLished 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: \DRAWING FlLES\TITLE SHFETS\CLSB IP.OWG REVISED: 5/15/2012 IV. CONCRETE Scope of work -Provide all labor, materials, tools, equipment, transportation and necessary incidentals for the completion of all concrete flatwork as shown on the drmvings including but not limited to the following: A. Materials 1. Cement -Standard Portland Cement, per designation c--150 of the ASTM Type 11, Ill, or V, low alkali, single brand throughout. Refer to Soil Engineer's Report for Recommendations. 2 Aggregate -ASTM Specification C-33 3/4" maximum size. Decorative aggregates or pea rock as sho'Nn 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 ASTM A-615 and/or Grade 40. Mesh ASHA A-496, size where st10wn on drawings. 5. Expansion Joints -Asphalt impregnated felt. Polyfelt Ettmfoarn as indicated on the drawings. 6 Control Joints -Saw cut joint 1/4 of slab thickness. Hand tooled score joints 1/4" deep rninirnum where shown on the drawings 7. Cold Joints -Bult type, butt type wlth dowels. Screed key joint as indicated on the 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. 'Lithochrorne' color wax for color conditioned concrete by L.M. Scotield, in matching color of concrete as indicated on the drawings. lO. Color Conditioned Concrete -'Chromix' admixtures for integral colored concrete by L.M. Scofield Company. 1 i. Dust-On Color -'Lithochrorne' color hardener by LM. Scofield Company. 12. Surface Retardant -'Lithotex' 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 deptt1 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 tt1e drawings and as specified by a Soils Engineer. C. Forms 1. Use only finlstied lumber. Set all forms true to grade and position. 2. Moisten all forms prior to pouring of concrete or use approved form release agents. D. Expansion Joints 1. 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 dra'Nings. 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 PSI in 28 days. Compressive strengths are to be determined in accordance with ASTM C-39. The slump stiall 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 l. Broom Finish -Tamp fresh concrete with tieavy metal grid. Screed with straight edge to remove all irregularities. Float to a srnoott1 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 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. 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 after concrete has set. 3. Pea Rock Retarded Finish -Tamp fresh concrete with heavy metal grid. Screed with straight edge to remove all irregularities. Float to a smootti 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. Scofield, using sprayer, providing even distribution. Reveal aggregate by using water jet and coarse fiber brush to remove retardant paste from surface, wasr1ing thoroughly until surface is clean and exposure is complete and uniform. 4. Hand Seeded Aggregate Finisti -Tamp fresh concrete 'Nith 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" rninimurn from edges and expansion joints. Tamp aggregate to a uniform depth below concrete surface. 5. Stamped Concrete -Tarnp fresh concrete with heavy metal grid. Screed with straight edge to remove all irregularities. Float to a smooth surface. Apply color hardener 'Lithochrome' by L.M. Scofield by the dry shake method using a minimum of 60 pounds per l 00 square feet. Apply in 2 or more shakes and float after each stiake. Trowel only after final floating wt1lle concrete is still plastic usir1g imprinting tools to make pattern as shown on the drawings. Apply color curing compound 'Lithochrome' color wax by L.M. Scofield Company using roller or sprayer. If 'Bomacron' type surface ls shown on drawings, a release agent rnust be applied prior to texturing the concrete. Color curing compound rnay be optional, as indicated on the drawings. 6. Smid Finish -Tamp fresh concrete with heavy metal grid. Screed with straight edge lo rernove all irregularities. Float to a smooth surface, steel trowel and edge to an even t1ard surface. Prior to set, lightly sponge surface to reveal small surface lines while not exposing aggregate. Alternate method, after initial set, surface to be washed with a diluted solution of muriatic acid and water, and brust1ed to reveal surface lines. Surface must be continuously wet to avoid acid burn. G. Clean-Up 1. Upon completion of work, 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 lollmving: A. Materials i. Slump block units meeting grade A, ASTM C-90, concrete b!ock units Grade A, ASTM C-90. 2. Cement -Standard Portland Cement ASTM designation C-I50 Type I or II, low alkali. 3. Sand -Clean, well graded 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 clays. 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 ·t part cement, 3 parts sand, 2 parts pea gravel. B. Laying of Masonry 1. Lay all masonry straight and true to line with vertical joints plumb over each other. Horizontal joints shall be level. Headers and corner units to show finished faces where exposed. Joints and bond pattern to be as sr1own on the drawings. C. Reinforcing 1. All bars in masonry shall be lapped a minimum ol 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 1. No cutting of masonry units shall be allowed unless shown on the drawings. 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. Provide minimurn 3/4" between steel reinforcing and blocks. F. Weepholes 1. Open joint weep holes at 32" O.C. maximum on bottom course of retaining walls with 1 cubic foot gravel if shown 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. 1. Clear1ing i. 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 Work -Provide all labor, materials, tools, equipment, transportation and necessary incidentals for the completion of all brick or stone masonry as shown on the drawings, including but not limited to the fallowing: A. Materials ·1. 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 II, Ill, or V low alkali single brand ttuougt10ut. 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 designation A-165. 6. Mortar -by volume, freshly prepared, uniformly mixed in ratio i part cement, 1/2 part lime putty, 3 parts sand, conforming to ASTM C-270. Ornit lirne putty if plastic cement is used. 7. Grout -by volume, freshly prepared, uniformly mixed in ratio ·1 part cement, 3 parts sand or I part cement, 3 parts sand and 2 parts pea gravel. B. Laying of Brick 1. Lay all masonry straight and true to line with brick vertical joints plumb over each other. Horizontal joints shall be level. Headers and corner units to show finished faces wr1ere exposed. Joints and bond pattern lo be as shown on the drawings. C. Reinforcing 1. All bars in masonry shall be lapped a minimum of 40 bar diameters. Dowels for walls and columns to be sarne 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 with chisel and hammer. E Grouting of Masonry 1. Grout core walls solic! as shown on the c!rawings. 2. Provide minimum of 2-1/2" grout space between double brick walls. Provide rninirnurn 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. l. 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 shown 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 cornpletior1 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 drawings, straight, sound, free from marks, pin head knots, sap pockets, slivers, and checks. Select grade or better where shown on the drawings. 2. Douglas Fir, Redwood, Western Red Cedar or as st1own on the drawings. 3. Posts, Plates and other at-grade connections to be Redwood, Western Red Cedar or pressure treated Douglas Fir as shown on the drawings. 4. Hardware -column bases -'Simpson Strong Tie' or equal. Post caps and strap ties -'Simpson Strong Tie' or equal. Joist hangers and heavy angles - 'Simpson Strong Tie' or equal. Screws, hinges, nails, bolts, and washers. All hardware 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 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 tr1e 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, lo'N walls, etc., where surface contact is provided. 4. Post base -set post column base as shown on drawings, providing minimum ·1" clear all sides frorn finished post base to top al 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 searns and cracks witt1 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 rninimurn two finish coats for painted surfaces. 5. Stain with minirnurn two finish coats for stain surfaces. D. Protection and Cleanup t. Protect all existing work frorn 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 or1 the drawings, including but not limited to the following: A. Materials l. Steel tubing in sizes shown on the drawings ASTM designation 500 and/or hand forged, cold rolled wrought iron in sizes as shown on the drawings. 2. Hardware -hinges, latches, bolls, 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. 'Metalizing' or galvanizing or powder coating if shown on the drawings. B Fabrication and Installation l. Contractor shall make all measurement for fabrication in field prior to starting work. 2. Horizontal bars lo taper with grade or step with grade as shown on the drawings. Vertical bars to be plumb. C. Welding I. Welding to comply with the requirements of standard code for ARC and gas welding. 2. Welc! lo 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 ends ancl tops, ancl welcl. D. Painting 1. Prime all metal work with one coat Zinc Chromate primer. 2. Paint all metal work with 2 coats 'Rustoleum' in semi-gloss or flat as shown on the drawings. Paint to be 4 rnils rninirnurn dry thickness each. 3. Prime and paint per above, all field welds. E Protection and Cleanup 1. Protect all existing work lrorn paint overspray. 2. Obtain Fire permit where required for on-site welding. 3. Upon completion of work, remove all scrap iron, debris, materials and too!s from site. APPRO VEO roR !RR/GA TION AND PLANTING ONLY, /0/CLUO!NG PRECISE LOCA T/ON or PLAN TING AREA. "AS BU IL T" RCE ___ _ EXP.----DATE REVIEWED BY: INSPECTOR DATE ll------+--+-/:1\------------+-----+---+-----+------ll ~HEET I CITY OF' CARLSBAD SHEETS ;===='--====P:::::L:::A:::N:::::N:::IN':::'C==:Dl=:V':::'IS:=IO:::N':::====::....'::=l=7=: LANDSCAPE IMPROVEMENT PLANS FOR: Underground Service Alert STATE STREET TOWNHOMES CARLSBAD,CA ~ Call, TOLL FREE 1·800 422-4133 TWO WORKING DAYS BEFORE YOU DIG PREPARED BY: SUMMERS/MURPHY & PARTNERS, INC. ll----+----+---------------je---+--+----+-------1 LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 (949) 443-1446 FAX (949) 443-1631 DATE INITIAL DESIGNER OF WORK FJEVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL CONSTRUCTION SPECIFICATIONS I APPROVED: n;i( Gt: t:{Loit ~-~-1::; I Pl ANNING DWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: RVWD BY: CT 13-05 484-2L t[ll!I II 1 --------- GENEf{1-\L N011 ES RECYCLED WATER NOTES RECYCLED WATER SYSTEM (PRIVA'fE) SHEET TITLE S/--/ffT NUMBER 1. ALL WORK S/-IALL BE DONE IN ACCORDANCE WIT/-/ Tl-IE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EA TING AREAS S/-IALL BE PROTECTED AGAINST CONTACT WIT/-/ RECYCLED WATER SPRAY, MIST OR MISTING. RECYCLED WATER TITLE SHEET !RR/GA T!ON PLAN 1-IYDROZONE MAP /RR/GA T!ON LECEND & CALCS. 7 8 g 10 3. BEST MANAGEMENT PRACTICES SI-IALL BE USED TO ELIM/NA TE OR CONTROL TO Tl-IE BEST EXTENT POSSIBLE PONDING, RUN-OF/'", OVER-SPRAY, AND MISTING. 4. 1-/0SE BIBS ARE STRICTLY PR0/-118/TED. SIGNAGE NOTES CARLSBAD, CA /RR/GA T!ON /RR/GA T!ON DETAILS SPEC/r!CA TIONS 11 & 12 13 C) N 5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PR0/-1/BITED. 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WIT/-IOUT PRIOR APPROVAL OF Tl-IE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL MAINLINE PIPES S/-IALL I-IA VE WARNING TAP[ PER CAFILSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 8. /-/OURS FDR /RR/CATION WI Tl-/ FIE CYCLED WATER AFIE FROM 10: 00 P. M. TO 6: 00 A. M. Tl-/[ /-/OURS FDR /RR/GA TION WIT/-/ DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY Tl-IE LOCAL AUT/-IORITY. /RR/GA TION DURING PUBLIC US[ PERIODS WIT/-/ DISINFECTED TERTIAFIY RECYCLED WATEFI S/-/ALL BE UNDER Tl-IE SUPER\//SION OF Tl-IE DESIGNATED USER SUPERVISOR. /RR/CATION WIT/-/ WATER OF A LESSER QUALITY T/-IAN DISINFECTED TEF/TIARY FIECYCLED WATER S/-IALL BE BETWEEN Tl-IE /-/OURS OF 10.· 00 P.M. TO 6: 00 A.M. RULES AND REGULATIONS. 10. NON-DESIGNATED USE AREAS S/-IALL BE PROTECTED FROM CONTACT WIT/-/ RECYCLED WATER, W/-l[T/-IER BY WIND BLOWN SPRAY OR BY DIRECT APPL/CATION TI-IROUC/-1 IHFIICA TION OH OT/-IER USE. LACK OF PROTECTION, W/-IETI-IER BY DESIGN, CONSTRUCTION PRACTICE OF/ SYSTEM OPET/A TION /S STRICTLY PR0/-118/TED. 11. IF/RICA TION /-/EADS S/-IALL BE FIELOCATED OR ADJUSTED TO MINIMIZE OF/ ELIM/NA TE 0\/EFI- SPRA YING ON SIDEWALKS, STFIEETS AND NON-DESIGNATED USE AREAS. 12. FIECYCLED WATER OU/CK COUPLING \/AL \/ES S/-/ALL BE OF A TYPE DESIGNED FOTI T/-/E USE ON FIECYCLED WA T[F/ DISTRIBUTION SYSTEMS PEFI CAFILSBAD MUNICIPAL WA TETI DISTRICT'S F/ULES AND REGULATIONS. 13. ON RECYCLED WA TETI SYSTEMS, ALL APPURTENANCES (SPRINKLEFI /-/EADS, \/AL \/E BOXES, ETC.) S/-IALL BE COLOR-CODED PUFIPLE PER AWWA GUIDELINES AND SECTION 116815 OF T/-/E CAL/FOF/NIA /-/EAL Tl-/ AND SAFETY CODE. 14. ALL /FIR/CATION PIPE S/-/ALL BE STENCILED W/T/-1 WARN/NC, "NON-POTABLE OR RECYCLED WA T[H", COLOFI-CODED (PURPLE) AND LAID WIT/-/ WARN/NC TAPE AND STENCILING OR/EN TED TOWARD Tl-IE TOP OF T/-/E TRENC/-1 PER T/-/E CARLSBAD MUNICIPAL WA T[R DISTRICT'S RULES AND REGULATIONS 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES S/-IOULD BE PLACED A MIN/MUM OF FOUR FEET APART OR AS DIRECTED BY Tl-IE PROJECT ENC/NEER AND/OR REGULA TORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES 16. CONSTANT PRESSURE RECYCLED WATER LINES S/-IALL CROSS AT LEAST TWEL \/E INCI-IES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INC/-IES CROSS/NC SEPARATION BETWEEN OT/-IER UTILITIES. 17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABO\/[ A 18. 19. 20. 21. 22. 23. 24. 25. POTABLE WATER LINE OR LESS T/-IAN TWEL \/E INC/-IES BELOW A POTABLE WATEF/ LINE, THEN T/-/E RECYCLED WATER LINE S/-IALL BE INSTALLED WIT/-1/N AN APPROVED PROTECTIVE SLEEVE AS PER Tl-/[ CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. T/-/E REQUIRED CROSS-CONNECTION S/-IUTDOWN TEST S/-/ALL MUNICIPAL WATER DISTRICT AND T/-/E SAN DIEGO EN\//RONMENTAL 1-/EALT/-/. BE DONE BY Tl-IE CARLSBAD COUNTY DEPARTMENT OF Tl-IE REQUIRED CROSS-CONNECTION INSPECTION S/-IALL BE DONE BY EITHER Tl-IE CARLSBAD MUNICIPAL WATER DISTRICT AND/OR Tl-IE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL 1-/EALT/-/. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO T/-IE NON-INSPECTING PARTY. Tl-IE DESIGN AND LOCATIONS PROPOSED FDR RECYCLED WATER "DO NOT DRINK" SIGN SHALL BE CALLED OUT ON Tl-IE PLANS. W/-IEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDI\/IDUAL SHALL BE FAMILIAR WIT/-/ PLUMBING SYSTEM WIT/-1/N Tl-IE PROPERTY, WIT/-/ T/-/E BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, T/-1[ RECYCLED PUREYOR'S RULES AND REGULATIONS AND T/-/E SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF Tl-IE DES/GNA TION, WIT/-/ CONTACT P/-IONE NUMBERS S/-/ALL BE PROV/OED TO T/-/E CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT TOM BAINE AT TAYLOR MORRISON 949.341.1255 OR AFTER /-/OURS CONTACT TOM BAINE AT TAYLOR MORRISON 949.341.1255 ALL PUBLIC AND PR/I/A TE POTABLE WATER WATER WELLS AND WATER COURSES W/T/-1/N T/-/E S/-/OWN ON Tl-IE PLANS. MAINS INCLUDING FIR[ MA/NS AND ANY RECYCLED WATER PROJECT S/-IALL BE CALL OUT ON Tl-IE PLANS IF T/-/ERE ARE OR ARE NOT DRINKING FOUNTAINS AND/OR DESIGNATED OUTDOOR EA TING AREAS ON T/-/E SITE. A P/-IYS/CAL SEPARATION S/-IALL BE PROVIDED BETWEEN ADJACENT AREAS /RR/CA TED WIT/-/ RECYCLED WATER AND POTABLE WATER. S[PARA TION S/-IALL BE PRO\/IDED BY DISTANCE, CONCRETE MOW STRIPS OR OT/-/U/ APPROVED MET/-IOOS. ALL /RR/GA TION BACl<FLOW PR£\/ENTERS S/-IALL 8[ TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO T/-/E CITY ANO Tl-/[ CAHLSBAO MUNICIPAL WATER DISTRICT. PIPE BETWEEN T/-/E METER AND BACKFLOW PREVENTER S/-/ALL BE "SC/-/[OULE K /-/ARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON Tl-IE CITY WEB SITE AT http:/ /www.corlsbodco.gov/services/deportmen ts/water/Documents/ recycledwoterbock f/owtesterlist.pdf for recycled or http:/ /www. cor/sbodco. gov /services/ deportments/water /Docurnen ts/wo terbock 1/owtesterlist.pdf for potable or call 438-2722. BLACK LETTERS Tl-/[ FOLLOWING GUIDELINES FOR TI-/E USE OF RECYCLED WATEH AR[ TO BE PERMANENTLY POSTED /NS/OE T/-/E DOOR OF EAC/-1 CONTROLLER W/-IERE T/-IEY AR[ EASILY VISIBLE. PLACE ON 8-1/2" X 11" SIZED S/CN. COLOR PURPLE BACKGROUND WIT/-/ BLACI< LETTERING. 1. GUIDELINES FOR RECYCLED WATER USE A. IRRIGATE BETWEEN Tl-IE /-/OURS OF 10: 00 P.M. AND 6: 00 A.IA. ONLY. WATERING OUTSIDE T/-1/S TIME FRAME MUST BE DONE MANUALLY WIT/-/ QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM S/-/ALL AT ANY TIM[ BE LEFT UNA TTEND£D DURING USE OUTSIDE T/-/E NORMAL SC/-IEDULE. 8. /RR/GA TE IN A MANNER T/-/A T WILL MINIMIZE RUN-OFF, POOLING, ANO PONDING. Tl-IE APPL/CATION RA TE S/-/ALL NOT EXC[ED Tl-IE /NF/L TRA TION RA TE OF Tl-IE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WIT/-/ Tl-IE LOWEST SOIL INFILTRATION RATE PRESENT. T/-1/S PROCEDURE MAY BE FACILITATED BY Tl-/£ EFFICIENT SC/-/EDUL/NC OF Tl-IE AU TOMA TIC CONTROL CLOCKS, (I.E., EMPLOYING Tl-IE REPEAT FUNCTION TO BREAK UP Tl-I[ TOTAL IRRIGATION TIME INTO CYCLES T/-/A T WILL PROMOTE MAXIMUM SOIL ABSORPTION). C. ADJUST SPRAY /-/EADS TO ELIM/NA TE 0\/ERSPRA Y ONTO AR[AS NOT UNDER T/-/E CONTROL OF T/-/E CUSTOMER. FOR EXAMPLE:, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS ANO SIDEWALKS. D MON/TOR AND MAINTAIN Tl-IE SYSTEM TO MIN/MIZE EQUIPMENT AND MATERIAL FA/LURE. BROl<EN SPRINKLER /-/EADS, LEAl<S, UNRELIABLE \/AL \/ES, ETC., SI-IOULD BE REPAIRED AS SOON AS T/-/EY BECOME APPARENT. E. Tl-IE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR EDUCATING EAC/-1 EMPLOYEE AND ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARD/NC Tl-IE PRESENCE OF RECYCLED WATER. MAINTENANCE PERSONNEL MUST BE INFORMED T/-/A T WATER IS FOR /RR/CAT/ON PURPOSES ONLY AND IS NOT APPROVED FOH DRINl<ING OR FOR /-/ANO AND TOOL WAS/-1/NC. ETC. F. OBTAIN PRIOR APPROVAL OF ALL PROPOSED C/-IANCES AND MODIFICATIONS TO ANY PR/I/ATE ON-SITE FACILITIES. SUC/-1 C/-IANCES MUST 8[ SUBMITTED TO, AND APPROVED BY, T/-/E DISTRICT ENGINEERING OFFICE AND DESIGNED /N ACCORDANCE WIT/-/ DISTRICT STANDARDS. C. 1. ALL RECYCLED WATER SPRINKLER CONTROL \/AL \/ES S/-IALL BE TAGGED WIT/-/ IDENTIFICATION TAGS. 2. A. TAGS S/-IALL 8£ WEA T/-IERPROOF PLASTIC, 3"x 4", PURPLE IN COLOR, WIT/-/ Tl-I[ WORDS "WARNING RECYCLED WATER -00 NOT DRINK" IMPRINTED ON ONE SID£, AND "AV/SO -AGUA IMPURA-NO TOMAR" IMPRINTED ON Tl-IE OT/-IER SIDE. IMPRINTING S/-IALL BE PERMANENT AND EJLACI< IN COLOR. USE TAGS AS MANUFACTURED BY T. C/-IR/STY ENTERPRISES OR APPROVED EQUAL. 8. ONE TAC S/-/ALL BE A TTAC/-/[D TO EAC/-1 \/AL\/[ AS FOLLOWS: 1. 2. 3. A TTAC/-1 TO VAL\/£ STEM DIRECTLY OR WIT/-/ PLASTIC TIE-WRAP OR A TTAC/-/ TO SOLENOID WIRE D/RECTL Y OR WIT/-/ PLASTIC TIE-WRAP OR ATTA Cl-I TO \/AL \/E COi/ER WIT/-/ [X/STINC \/AL \/E COi/ER BOLT. ALL SPRINKLER /-/EADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINl<LER /-/EADS. EAC/-1 AU TOMA TIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT S/-/ALL BE IDENTIFIED WIT/-/ A SIGN BEARING T/-/E WORDS ''RECYCLED WATER US[O FOR /RR/CATION" /N ENCL/SI-I AND SPAN/SI-I, WIT/-/ BLACK LETTERS 1" /-I/GI-I ON A PURPLE BACl<ROUND. T/-/E SIGN S/-/ALL BE PLACED SO T/-IAT IT CAN BE R£AD/L Y SEEN BY ANY OPERATIONS PERSONNEL UT/LIZ/NC T/-/E EQUIPMENT. DECLARATION OF' RESPONSIBLE CHARGE: I /-/EREBY DECLARE Tl-IA T / AM LICENSED DESIGNER OF WORK FOR T/-1/S PROJECT, T/-/A T I /-IA 1/f EX[RC/S£D RESPONSIBLE C/-IARCE 0\/ER Tl-IE DESIGN OF T/-1/S PROJECT AS DEFINED IN SECTION 6703 OF Tl-IE BUSINESS AND PROFESSIONS COD[ AND T/-/AT Tl-/£ DESIGN IS CONSISTENT WIT/-/ CURRENT STANDARDS. I UNDERSTAND Tl-IA T Tl-IE C/-IECK OF PROJECT DRAWINGS AND SPECIF/CATIONS BY Tl-IE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL /-/EALT/-1 IS CONFINED TO A RE\/l£W ONLY AND DOES NOT RELIEVE ME, AS LICENS[D DESIGNER OF WORK, OF MY RESPONSIEJ/LI TIES FOR PROJECT DESIGN. T/-IESE PLANS /-IA \/E BEEN PREPAFIEO IN SUBSTANTIAL CONFORMANCE WIT/-/ T/-/E APPROVED LANSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROT[CTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. FIRM NAME & ADDRESS: SUMMERS/ MURPHY & PARTNERS, INC. LANDSCAPE ARCHITECTS 34197 PACIFIC COAST HWY. STE. 200 DANA POINT, CA 92629 P/-IONE NO: 949.443.1446 - RECISTRA TION NO: 1881 [XPIRA TION DA TE: -~0~7~-3~1~-2=0~1~6 ___ _ In Order to Conserve Water ... DIGA ~RT I I (,u.s) ,. WAR~IING RECYCLED WATER DO ~IOT DRINK RECYCLED WATER RECYCLED WATER IN USE 00 NOT DRINK NO TmAE EL AGUA • -------~ T.M.---;l;t TOLL FREE •• "\ 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA . ;it JJtt \'.!f~i . . WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAM/LIAR WIT/-/ Tl-IE REQUIREMENTS FOR LANDSCAPE AND /RR/CATION PLANS CON TA/NED IN TI-/E CITY OF CAHLSBAD'S LANDSCAPE MANUAL & WA T£R EFFICIENT LANDSCAPE REGULA [IONS. I /-/AVE PREPARED T/-//S PLAN IN COMPLIANCE WI Tl-/ T/-IOSE REGULATIONS AND T/-/E LANDSCAPE MANUAL. I CERTIFY Tl-IA T T/-/E PLAN IMPLEMENTS TI-IOSE REGULATIONS TO PRO\//OE EFFICIENT USE OF WATER. BY: Pl-ION£ NO: 949.443.1446 RECISTRA T/ON NO: _1~8~8~1 ____ EXP/RAT/ON DA TE. 07-31-2016 INSPECTION PROCEDURES 1. 2. 3. DISTRICT CONSTRUC[ION INSPECTION S/-IALL INCLUDE: REQUIRED SEPARATION BETWEEN POTABLE AND RECYCLED LINES (I-IORIZONTALL Y AND \/£RT/CALLY). PIPE /DENT/FICA TION. SLEE I/INC AT CF/OS SINGS. WATER A. 8. C. 0. APPROPRIATE MATERIALS AND MARKINGS, INCLUDING PROPER QUICK COUPLERS. AN APPROVAL LETTER REGARDING T/-/E INSPECTION OF T/-/E PROJECT S/-IALL EJE OBTAINED FROM Tl-IE CITY AND Tl-/[ DISTRICT, AND BE FORWARD[D TO T/-1[ COUNTY /-/£ALT/-/ D[PARTM£NT PRIOR TO FINAL INSPECTION APPROVAL. DISTRICT FINAL INSPECTION S/-IALL INCLUDE: A. S/GNAGE INSTALLED PER PLAN. 8. CONTROLLER STICKERS. C. TAGG/NC OF \/AL \/ES. 0. COVERAGE TEST AFTER COMPLETION OF Tl-IE SPRINKLER SYSTEM TO ENSURE PROTECTION OF AREA NOT APPROVED FOR R[CYCLED WATER USE. ALL ASPECTS OF Tl-IE /RR/CAT/ON CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND POND/NC. F. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. C. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC /-/. CROSS-CONNECTION TEST IF REQUIRED. I. COLOR CODED, LAMINA TED C/-IAFITS INS/DE EAC/-1 CONTROLLER. ANNUAL INSPECTION S/-IALL INCLUDE: lNSPECTION PROCEDURES: [;iii v• i E22ZI 17,1 --------',if -------- -------- PROPOSED RECYCLED WATER METER 8ACl<FLOW PREVENTION DEVICE INSTALL PER CMWD POTABLE WATER UN£ REC'(CLED !RR/GA TION WATER POTABLE IRRIGATION PIP£ TO REMOVE FOR RW ADDED POTABLE WATER US£ AREA (WHITE PVC) RECYCLED WATER USE AREA (PURPLE PVC) DO NOT DR/NI< SIGN OUTDOOR EA TING AREA (PROTECTED AGAINST CON- TACT WITH RECYCLED WA FER) PR/VA TE RESIDENTIAL POTABLE WATER METER FIRE HYDRANT Cf) s 0::: _J INSPECTION OF Tl-IE PROJECT S1-/ALL BE PERFORMED BY Tl-/£ LANDSCAPE ARC/-1/T[CT OF T/-/E WORK, OR 1-//S D[SICNA TED AGENT. REFER TO T/-/E SPECIF/CA [IONS FOR Tl-IE SCHEDULE OF REQUIRED INSP[C[IONS AND REQUIRED SUBMITTALS. FOLLOW/NC COMPLETION OF Tl-IE WORK, T/-/E LANDSCAPE ARC/-1/TECT OF TI-/E WORK WILL CER[IFY T/-IAT Tl-/£ INST ALLA [ION /-/AS BEEN COMPLETED BY SUBM/T[INC T/-/E "CERT/FICA T/ON OF COMPLETION" FORM. A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY T/-/E CITY MUST ALSO BE MADE BY CALL/NC T/-/E INSPECTION REQUEST LINE. FAX T/-/E "CERT/FICA TION OF COMPLETION" FORM TO (760) 944-8943. LANDSCAPE INSPECTION REQUEST PHONE LIN[: (760) 602-4602. r ./ V' ,10T TO -3-SCALE @1'1" - 'i-1, PROJECT SITE <cl> "" "o "' t VICINlTY J\IIAP THE RECYCLED WATER SHALL ONLY BE USED l~I °COMMON HOA MAINTAl~IED AREAS APPROVED FOR IRRIGATIOf\l Af\10 PLAf\lTING Of\lL Y, lf\lCLUDING PRECISE LOCATION OF PLAf\lTlf\lG AREA COUNTY OF SA~I DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH LAND AND WATER QUALITY DIVISION /'? ~ GLE~l~I LEEKS ENVIRONMENTAL HEALTH SPECIALIST " AS B U I LT" TITLE REVIEWED BY: l~ISPECTOR DATE DATE CARLSBAD MUNICIPAL WATER DISTRICT A COMPLETE INSPECTION Tl-IA T WILL COi/ER A-I OF Tl-IE DISTRICT FINAL INSPECTION. APPLICANT# CT13-05, RP13-15 SHEET CITY OF CARLSBAD SHEETS Rfl/lS/ONS MUST BE APPROVED BY PUBLIC /-/EAL Tl-I ENGINEER, CITY [NC/NEER AND DISTRICT £NC/NEER PR/OR TO /MPLEM[NTA TION IN FIELD. 2/10/1~ C't:_ 7 PLA~l~ll~IG DIVISION t-------t---t-------------------1---+--f----+----1 PRI I/ ATE ( O~I SI TE) RECYCLED i-----i------t------------------11--------t---+----t------l WATER SYSTEM FOR: 17 STAT~1~FFTTOWNHOMES ~ SH HANDS AFTER CONTACTING LAI/ESE SUS MA~IOS DESPUES DE USAR ~-----------0,,----'~-s-------~ __J__ WASH HANDS AFrER CONTACTIMG _L_ LAVESE SUS MANOS DESPUES DE USAR CARLSBAD fAUf\llCIPAL WATER DISTRICT DEVELOPERS NAME: TAYLOR MORRISON ~tALd,]ODEkS•;\\ 12" X 36" SIZE .032 ALUMl~IUM, .060 ABS PLASTIC OR STICK-ON 1/l~IYL SICNS 1" BLACK LETTERS 2" BLACK LETTERS 'TYPICAL 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 DATE DISTRICT ENGlflEER TITLE SHEET AO DRESS 8105 IRVINE CENTER DRIVE, SUITE 1450 ~=====~====t===============================Jt====1====J=====t===~i---------,,---:__:=...:_=..:_ ______ _j IRVINE CA 92618 t-------+------t---------------+------1----+--+----l APPROVED [-tr,.-;, ~I ~-t;\ ~ -0% TELEPHONE: 949 341-1289 r-----i--------t-----------------+---+---t---t----1 PLA~l~ll~IG -~~~==-t,:-:--,---------,--------~-------1 t-D_A_·_rE_P_L_A_N_P_R-EP_A_R_E_D_: __ -_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_---l---;DccAc,T;cE --t-cclN"'ITc-:IAc-L-t-------------------+--,Dc-A-T-E -+-IN_l_rlA-L--t--D-A_T_E -+-lf-llT-IA-L--lDRWN BY• BY: ENGINEER OF WORK REVISIOf\l DESCRIPTIO~I OTHER APPROVAL CITY APPROVAL CHGKD BY, PROJECT NO. CT13-05 DRAWING NO. 484-2L \ I 1: A . I ' ' - ~------c, I i cc--~~~-1i I I ~~~~--ii A26 Call before you oig Avoid cutting underground utility linee. lt'a <::oatly, Call OR 1-800-227-2600 T-BUB 15 S-DRIP C: DRAWING FILES TITLE SHEETS CLSB-IP.DWG REVISED: 3 14 2016 i TREE BUBBLER ---~ 1111 r -J==-(_ 1.8 SHRUB DRIP ul 9 l--------+-----llllf-- pAU,i BUBBLER 1111,--- 8 PUBLIC UTILITY EASEMENT- SHADDED AREA INDICATES MODEL SITE. ~--THE IRRIGATION IS SHOWN FOR REFERENCE AND WILL BE INSTALLED WITH THE MODEL LANDSCAPE PLANS DRAWING #484-2M. IRRIGATION P.O.C. FUTURE MASTER VALVE, FLOW SENSOR, AND BASKETSTRAINER TO BE INSTALLED WHEN CONNECTIONS ARE MADE TO RECYCLED WATER. LARGEMENT 1" DEDICATED IRRIGATION WATER METER SEE IMPROVEMENT PLANS: FOR STATE STREET TOWNHOMES BY ADAMS-STREETER CIVIL ENG. 949.474.2330 2" 1· '-..A...-A-A___,..___A..-A....,.__,'-..A.......... ffi -7 -2" SHRUB DRIP 13 T-BUB I I \ \ -~·-(f;'" I I ~ PLEASE REFER TO THE RECYCLED WATER TITLE SHEET "PROJECT MAP" FOR THE PROPOSED LOCATIONS OF THE RECYCLED WATER METER SIGNS THAT WILL BE INSTALLED BY THE OWNER UPON THE INSTALLATION OF THE RECYCLED WATER METER. "The proposed recycled irrigation mainline and valves shall be high-lined and connected to a potable water source pending successful completion of a cross-connection test performed by CMWD and DEH. Final connection to the recycled water is to be performed only after approvals from CMWD and DEH." STATE STRE (0 0 ~ I I MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE AND RELATED EQUIPMENT LOCATION TO BE WITHIN PLANTERS AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. I HAVE COMPILED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN 0 ~ < 0 N Cl) s 0:: _J .r--6' MASONARY WALL NORTH 20 40 60 80 APPROVED FOR !RR/GA TION AND PLAN TING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE___ EXP ____ _ DATE REVIEWED BY: INSPECTOR DATE I Min. 4' SECTION TO BE ____ __;:,i REMOVED WHEN RW IS 2" I AVAILABLE. FLOW SENSOR MASTER VALVE STRAINER fr BACKFLOW DEVICE FVS 2" SERVICE LINE 11...,8,,,_/1L.L1/'-'-'15"+-'-mllLm<L-f_...11"'--;Rcc".:E;;'-V;;';ISc2;;E ~IR~Rl'2GA~T;c'-'IO;c:;N~Wc.;c;A~TE~R-i--;M2Ec.,-TE~R-':--=S':--slZ""E=-TF.:!-'-1 '_' T7<+--+--f--"· ·=',,=· "'1----'l'lic-~ I sH8EET I C IT Y O F CARLS BAD ~? RELOCATION OF CONTROLLER NEAR LOT ~~~'.:::::::===-~P=;L:;:A:;N N:;:I N~G:::::;:::D=I V=;I S:;:I O:::;N:;::;:====--=LJL_J===: /1/ ~ RW SYSTEM TO BE INSTALLED WITH PURPLE PIPE AND RECYCLED WATER EQUIPMENT. STATIC PRESSURE DESIGN PRESSURE MAXIMUMGPM 70 PSI 61.8 PSI 15 GPM 1" POTABLE IRR. WM -.;.-f STA#.1+35.19 \ POTABLE SYSTEM TO BE INSTALLED WITH WHITE PIPE AND POTABLE WATER EQUIPMENT. THE RECYCLED WATER SHALL ONLY BE USED IN COMMON HOA MAINTAINED AREAS Underground Service Alert Call• TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU. DIG REMOVE BUBBLER LANDSCAPE IMPROVEMENT PLANS FOR: REVISEIRRIGATIONPERSIDEWALKCHANG STATE STREET TOWNHOMES REVISE IRRIGATION PER SIDEWALK CHANG CARLSBAD, CA 1/ 16 mm 3/07/16 mm IRRIGATION PLAN APPROVED: PREPARED BY: SUMMERS/MURPHY & PARTNERS, INC. it-----+--+-------------+------+---+------+-----1 <-!-1-...-~~ PLANNING LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 (949) 443-1446 FAX (949) 443-1631 DATE INITIAL DESIGNER OF WORK DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: CITY APPROVAL RVWD BY: CT 13-05 484-2L -----~ H ,·-I ~~~-'-'=~ I I 0! -I -/ 0 _I \ \ \ H HYDROZONE4 VALVEA4 CITY OF CARLSBAD E.STIMATED TOTAL WATER USE (ETWU) Eta Conversion -Factor (step 1.x step 2) Wulcols (PP) Hydro-zone area sf[HA) (step 4x step Sl lrrEfficiency (IE) (step 6/ step 7) (total all step 8+ total SlA sf in step 5) STEPS 1 lturf s pra.y} 0,8 950 760 0.55 1382 2 (turf drip) 0,8 198 158 0;8 198 hydrozone number 1-6W/ S.lA zone 3 4 5 6 (shrub.drip) (shrub drip) (s'hnib drlpJ 40 0.62 24.8 o.s 0.5 0.5 0 735 6447 3797 0 368 3224 1899 0 0.8 0.8 0.8 0 459 4029 2373 Q 8442 ORO J'\LVE (step 3x step 9) ETWU in galfyr- Total shall not exceedMIIWA 209,354 N 3 1 ' --------- --- ------ ---------- \l\lELO WORKSHEETS LANDS.CAPE: MANUAL .APPENOIXE P-25(Cl ------- HYDROZONE3 VALVEA18 ---- --/ ~~ROZONE 1,2 I: 36 VALVE A3 I I · ~#Vil I Ril!J;l" 12 t $1! {~l!?i:1t, Pla:llning·oivision l.(3~5,.F.~r~dcJyAvi,;i.ti,ue IZ60) 6Q4-4R10 www.cert~ll~ctca~QY Water Efficient Landscape Worksheet This worksheet is. filled out by ihe projecl! applicant and ii is a required element .of the 1-ancf~capeJ;>ocumenfation P~ckage, HYDROZONE INFORMATION TABLE Ple'!se col'llplete the hytjrozone t~f>le(s) for ,;aeh hydrozoD~-l.l~e as tna:ny !ables as ne!O_essary tQ prov/de,tMo sqtlare foo.taee Qf land~ca~e ar!la per hy'dtozoM. Oo.ntr611er HYdrozone" Zone #, or Valve A P/\'LM 1 A SlIRtTD 2 ·A SHRLB 3 A PALM 4 A lREE 5 A SHRCB 6 A tlU:E 7 A :IBR,IB 8 A SHRCB 9 A TREE 10 A SHkl!B fl .A SHRUB 12 A TREE Ii! A s1-1~Tir 14 A SHRUB 15 A SHRL'.B 16 A TREE 1.7 A TREE J& A SHR(JB 19 .A TURF 20 J\ TIJRF 21 A PALM 22 A SHRCB 23 A SHRlJB 24 A TREE 25 A SHRlcJl 26 A TREE 27 -A SHRUB 28 Tomi *·k-!Y,d(QZQ(J?. l(LW-V-wr tow ~/er Use Pi<Jn!s; tW-L'Q'fV Wat-w U.sePlw,ts MW J'y/cJqe(ci/li> Water Us<i Plants H.W, l;ligh Wi"i/<elr Use, Plants . Irrigation Plant MetJ'ic:,cf .. TYPer,icJq,:""" · PF) BUBBLER (Lli b'RIP 0.5 DRJP 0.5 "BUBBLER 0.8 BUBBLER -n:s DR.IP 0.5. BUi3BJillR o:s DRlP 05 . DRIP 0..5 BUBBLER U.8' DRIP . 0.$'. DRIP iltmntm< DRJP DRIP DR.IP "BUBBicER BUBBLER DRIP DRil' SPRAY BUBBLER DRif DRIP llUi3BLER DRJP JlUDBLEJl. DRIP .. . . ••t rrig?ijqn•Mc,Woc/ MS°""; Micro-s(l[a.Y fj = ;iptii/y . Fl = /-,i:i/Qt /3;./lQbl/{er P=Orip 9= 'Qffjet Pac~~·t.of'4 (1,5 !l.it 0.5 0.5 Cl.S (l.8 0.8 0.5 ·o=-,r 0.8 Oc8 0.5. 0,5 0.8 05 il.8 05 . Hydrozone %.of Total Are,1.(~q,J"t.) Lanctsc:aped Area n· 01¼ 336 31¼ no 6%' 0 ()% 0 0%· 1222 10% 0 b"-'" 155 1% 145 1% ·o 0% ass: 7%- 184; 2.% Q; 0%: 745 6%' 653 5% 78S 0% (J Q0/4 0 '0% 112-3 9%' 207 -2¾ 951 8% 0 :o¾ 1410 12% 196 2% 0 0%· 135S 1HG, o; 0%' 1122 9% f') l 7~ 100% '".Pta.hifao/& ftc,/t!. WUCPU'ic /II or Jislas wati,r fei3tute ~s !;!pptoptiaf&! Revi s_er;I' 64/1:2 ---- ------ --- . 1d Service Alert Call, TOLL FREE 1·800 422•4133 DAYS BEFORE YOU DIG HYDROZONE3 VALVEA16 HYDROZ VALVE □ 0 -----------------------------------------------------------------------------------------------pfZOPERfy_Ll/llE _______________________________________________________________________________________ _ ,,, ····--' HYDRQZON&S------ ,_vA{\IE.A2-----.-"""---- / ,,, HYDROZONELEGEND Rx8&l ~~=============] ~ ~ HYDROZONE 1 (turt area l PLANTING WATER NEEDS HIGH. HYDROZONE 2 (turt area I PLANTING WATER NEEDS HIGH HYDROZONE 3 ( PA@gar!!9es I PLANTING WATER NEEDS LOW. HYDROZONE 4 (shrub PA areas) PLANTINGWATER NEEDS MODERATE. HYDROZONE 4 (PA w/ roof drains) PLANTING WATER NEEDS MODERATE. IRRIGATION TYPE SPRAY IRRIGATION TYPE DRIP IRRIGATION TYPE DRIP IRRIGATION TYPE DRIP IRRIGATION TYPE DRIP 1-~NDSCAp<' <>:-'<-"' II'· W,urp;,J, -1,?, ,.__<; C,• ,I, ~ !:? ·-Si i q ~ {if I\ .~ ~~ :::.1gnature 7-31-16 ~enewal~ 04-6-16 J4- Dote ~ ... l' O, CALl'f010 PREPARED BY: SUMMERS/MURPHY & PARTNERS, INC. LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DATE -- AREA 951 SF. AREA 198 SF. AREA 735 SF. AREA 6,447 SF. AREA 3,797 SF. INITIAL DANA POINT, CAUFORNIA 92629 (949) 443-1446 FAX (949) 443-1631 DESIGNER OF WORK /h %OF TOTAL 8% %OF TOTAL 2% %OF TOTAL 6% %OF TOTAL 53% %OF TOTAL 31 % 20' O' 1 O' 20' ~~-iJ I SCALE, 1" = 20' WATER USE REDUCTION MEASURES; 1. SMART CONTROLLER FOR PRECISE IRRIGATION NEEDS, 2. SOLAR I RAIN SENSOR TO TURN IRRIGATION OFF IN INSTANCE OF RAIN. 3. DRIP IRRIGATION FOR DIRECT IRRIGATION TO SOIL. 4. FLOW SENSOR AND MASTER VALVE TO TURN OFF IRRIGATION IN CASE OF IRRIGATION LINE BUST . 5. 3" DEPTH FOR MULCH FOR SOIL TEMPERATURE REGULATION. WATER USE NOTES: 1. ALL IRRIGATION FOR SITE WILL BE SUPPLIED WITH POTABLE WATER AND DESIGNED WITH RECYCLED WATER EQUIPMENT PER CITY REQUEST (SEE LEGEND). 2. THE USE OF TURF GRASS ON THIS PROJECT HAS BEEN MINIMIZED AND IS USED SOLELY IN AN AREA OF HIGH USE RECREATION. 1 " . 0 3. TURF AREAS TO BE IRRIGATED WITH PRECISION NOZZLES AND SUB-SURFACE DRIP 24" ADJACENT TO NON-PERMEABLE SURFACES. 4. ALL SHRUB AREAS TO BE DRIP IRRIGATION. 5. AN ET-BASED SMART CONTROLLER IS UTILIZED FOR COMMON AREAS TO REDUCE WATER CONSUMPTION. I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S WATER EFFICIENT LANDSCAPE REGULATIONS. I UNDERSTAND THAT CONSTRUCTION DRAWINGS ARE TO BE PREPARED IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLANS WILL BE PREPARED IMPLEMENTING THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. ~ SIGNATURE = 2( I ORTH 20 40 60 80 . APPROVED FOR !RR/GA T!ON ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE A •\ REVISED HYDROZONE DUE TO CHANGE IN >IDEWA K '{., ..... ~-I SHgT I CITY OF CARLSBAD CTr] 7 PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: STATE STREETTOWNHOMES CARLSBAD, CA . HYDROZONE PLAN APPROVED: ('': -, IJ ~ f:.l\~-lr -f-1-z.-l1,, PLANNING I DWN BY: PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION CT 13-05 484-2L OTHER APPROVAL CITY APPROVAL RVWD BY: -·-------------· ---- .IRRIGATION SCHEDULE -ESTAB.LISHMENT PERIOD (6months) . IRRIGATION LEGEND STATE STREET JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NO\/ Dec Total: ', SYMBOL MFG. MODEL NO./ DESCRIPTION RADIUS GPM PSI PRECIP SHT#/DET IRRIGATION NOTES •' eTO/Mo 220 2.30 3.40 3,90 4.10 420 4;60, 4.70 3.80 2 .. 80 2.00 2.00 40,00 ' ' POC I Controller: I A eTo/Day 0.07 0.08 0.11 0.13 0.13 0.14 0.15 0.15 0.13 0.09 0.07 0.06 TURF SPRAY I ' ' 'Day~Week 2 3 3 3 4 4 4 4 4 3 3 2 + RECYCLED METER WILL BE INSTALLED BY WATER DISTRICT. SEE PLANS FOR SIZE, LOCATION AND WATER DEMAND. Type AKc IPrRa.te . IE i ~ @ TORO 570Z-6P-GOM-PRX-E-OT-BQ, BH SPRAY POP-UP 8' .17, .33 30 1.1 SHT 12/E THE CONTRACTOR WILL INSTALL BACKFLOW PREVENTION DEVICE. i I i I i ' .. ,,., <!, Turf i ' ' I " TORO 570Z-6P-GOM-PRX-E-OT-12Q, 12H SPRAY POP-UP 12' .37, .74 30 1.1 SHT 12/E PRESSURE TESTING OF MAINLINE IS MANDATORY. SEE IRRIGATION SPECIFICATIONS IN THIS PACKAGE. Spray o.6 I o.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 Min/Day TREE BUBBLER 1 Qty, of Valves Total Run Times 56 43 57 68 52 55 58 59 50 47 35 51 TotalMin/Day EACH SYMBOL REPRESENTS (2) HUNTER PROS-04-PRS40-GV-R, 4" POP-UP WITH A PCN H .5 GPM FLOOD BUBBLERS PER TREE. AN INDIVIDUAL EMITTER IS TO BE PLACED AT EACH PLANT. EACH PLANTER SHALL RECEIVE EMITTERS WITH THE Shrub i ' ' ~ HUNTER SHT 12/E APPROPRIATE GALLONAGE PROVIDED. PROVISIONS FOR FUTURE EMITTERS AT THE DRIP LINE OF THE TREE SHALL . . ' I i lnline Drip 04 I o.77 0.8 97 7.5 100 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. SHT12/E BE PROVIDED FOR. ALL EMITTERS ARE TO BE ON SCHEDULE BO RISERS WITH DOUBLE STREET ELLS . 15 Qty. of Valves Total Run Times 145 112 150 177 135 143 152 155 130 123 91 132 Total Min/Day TURF DRIP (DO NOT INSTALL PURPLE CAPS ON POTABLE SYSTEMS) Turf I l I ~ ;~ TORO RGP-412-05-E DL2000 DRIP TUBING W/ 1.0 GPH EMITTERS 12" DN GENTER, INSTALL TUBING ROWS A MAXIMUM OF 12-14" APART SHT 11/A PRESSURE REDUCING DEVICES, FILTERS, AND END FLUSH VALVES ARE REQUIRED, ' ' lnUne Drip 0.8 I 1 ' 0.8 14.9 11..5 15.4 18.2 13.9 14.7 15.6 159 13.3 12.6 9.3 13.5 Min/Day IN TURF AREAS. ALL TUBING SHALL BE INSTALLED 4" BELOW FINISHED SOIL GRADE WI 9" WIRE STAKES SHT 12/8,I,J IT IS THE INTENT OF THESE DRAWINGS TO INDICATE A COMPLETE AND OPERATIONAL IRRIGATION SYSTEM GIVING 1 Qty, Pf Valves Total Run Times 15 12 15 18 14 15 16 16 13 13 9 14 Tota I Min/Day FIVE (5) FEET ON GENTER; VERIFY THE LAYOUTAND SPACING IN THE FIELD PRIOR TO STARTING WORK FULL COVERAGE AND READY FOR USE BY THE OWNER. THE DRAWINGS ARE BASED ON LANDSCAPE AND GRADING Bubb.le rs . • ' l I ( INSTALL RGP-412-05 DL2000 DRIP TUBING W/ 1.0 GPH EMITTERS FOR POTABLE SYSTEMS) • l . DRAWINGS IF EFFECT AT THE TIME THESE DRAWINGS WERE MADE. ANY DISCREPANCIES, OMISSIONS, ERRORS, ETC . 1 0.9 I 3 0.85 (i.3 4 .. 1 5.4 6.4 4.9 5.2 5.5 5.6 4.7 4.5 3.3 4.8 MIQID,iy SHRUB DRIP ON THESE DRAWINGS OR ON THE SITE CHANGES, DO NOT AND SHALL NOT RELIEVE THE CONTRACTOR OF HIS 11 Qly. of Valves Total Run Times 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 EMITTERS 12" ON CENTER, INSTALL TUBING ROWS A MAXIMUM OF 14-16" APART SHT 11/A RESPONSIBILITY TO PROVIDE A COMPLETE SYSTEM AS SHOWN. SHOULD THE CONTRACTOR REQUIRE TO MODIFY IN @ ~ IN SHRUB AREAS. ALL TUBING SHALL BE INSTALLED 4" BELOW FINISHED SOIL GRADE W/ 9" WIRE STAKES SHT 12/B,l,J FIELD FROM PLAN DUE TO SITE CONDITIONS OR FOR OTHER FORESEEN DISCREPANCIES, HE MUST FIRST RESUBMIT i .. , .. , .. k .. ' ,,, .... , l ... '"","" ' . , -•••••,w•• , ........... .... .. ..... 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. ' ' . ···•····· .... " ... ' ... .... ' . -, . ....... . , •.. ... . ..... "., (INSTALL RGP-212-05 DL2000 DRIP TUBING W/ 0.5 GPH EMITTERS FOR POTABLE SYSTEMS) 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 3Jt 2.9 4.1 .. . IRRIGATION CONTRACTOR SHALL VERIFY ALL PRESSURES ON SITE PRIOR TO CONSTRUCTION . . ' TORO "LOG-EZE" FITTINGS WITH PVC TEE OR ELL FITTINGS FOR CONNECTION BETWEEN PVC LATERAL LINES AND DRIP TUBING SHT 11/A , .. ... ' """" """ ...... I MAY . Juiii" AUG "seP .. , ,, .. """"""" .. ...... '., . ·•~>••··· . ' JAN FEB MAR APR JUL OCT NOV DEC NO SYMBOL AG PROD. ALL CONNECTIONS BETWEEN DRIP TUBING SHALL BE MADE USING "LOC-EZE" FITTINGS SHT 12/8,I,J LOCATE ALL VALVES IN PLANTING AREAS. i· ·I I I l • ® -· .... ·-...... TORO PROVIDE A FGH-H AUTOMATIC FLUSH VALVE AT END/MIDDLE OF DRIPLINE 3/4" PGV FLUSH MANIFOLD LINE, INSTALL FLUSH VALVE SHT 12/J I '' '' i .· IRRIGATION SYSTEM IS STRICTLY DIAGRAMMATIC, THEREFORE,CONTRACTOR MUST MAKE ADJUSTMENTS IN THE ' IRRIGATION SCHEDULE -ES ABLISHED 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 • • ETo/Mo 2.20 2.30 3.40 3.90 4.1D 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 . PQC I controller; I A ETo/Day 0.07 0.08 0.11 0.13 013 0.14 0.15 ' 0.15 0,13 0.09 0.07 0.06 ® TORO YD-500-34 AIRNACUUM RELIEF VALVE INSTALLED WITH A FT-050 CONBINATION TEE AND A 3/4" X 1/2" REDUCER BUSHING, INSTALL SHT 12/1 TYPICAL I. i 1Days/Week . AIR RELIEF ASSEMBLY INSIDE A6" 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 2 3 3 3 4 4 4 4 4 . 3 3 2 AKc IPrRate .,,, __ ....... USING AIR RELIEF LATERAL, CONNECT AIR RELIEF VALVE TO ALL DRIPLINE LATERALS WITHIN THE ELEVATED AREA. MULTIPLE DEFECTIVE MATERIAL OR POOR WORKMANSHIP SHALL BE REPLACED OR CORRECTED BY THE IRRIGATION Type :IE . • ... I CONTRACTOR AT NO COST TO THE OWNER. I· ··-···· ARV'S SHALL BE REQUIRED PER RCV WITHIN UNDULATING AREAS, VERIFY QUANTITY PRIOR TO STARTING WORK, INSTALL Turf ' Spray ' o,7 I o.39. ' 0.55 48,6 37.5 50.1 59.4 45.3 48,0 50.8 52.0 43.4 41.3 30.5 442 Minlbay VALVE BOX 18" FROM PAVING AND AT HIGH POINTS OF PLANTER AREA. 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. Sl)rup .·' ' I DRIP EMITTERS -FOR PLANTER POTS . j I lnline Drip o.4 I o.77 o,a 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/bay * TORO T-DAK15 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 RunTimes 145 112 150 177 135 143 152 155 130 123 91 132 Total Min/Day 181 BLACK FOR PILOT, WHITE FOR COMMON, BLUE FOR EXTRA WIRE. INSTALL IN COMMON TRENCH WITH MAIN LINE Turf '. i j ' j I I IRRITROL MC-30E PLUS (12) STATION PED-SS PEDESTAL MOUNTED IRRIGATION CONTROLLER. LOCATE PER OWNER I DEVELOPER AWAY SHT 11/C PIPING WHERE POSSIBLE. LABEL EACH CONTROL WIRE AT THE CONTROLLER WITH THE STATION NUMBER. j . i FROM VIEWS. INCLUDE A STAINLESS STEEL ENCLOSURE PER LEGEND/ DETAIL lnl.ine Drip o.7 I 1 ' ' 08 13.0 10.1 13.4 15.9 12.2 12.9 13.6 13.9 11.6 11, 1 8.2 11.9 Min/Day IE] CL-100 CLIMATE LOGIC WEATHER SENSING KIT TO BE INCLUDED AND INSTALLED WITH THE CONTROLLER. SHT 11/G 1 Qty. of Valves Total Run Times 13 10 13 16 12 13 14 14 12 11 8 12 Total Min/Day IRRITROL PROVIDE MINIMUM 18" COVER OVER ALL PRESSURE MAIN LINE PIPING, AND 12" OVER ALL NON-PRESSURE LATERAL B~bplEHS ' I I ' i i [El N/A 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD SHT 11/G LINE PIPING, OUTSIDE OF ROOTBALL. ,·, ·• i . ' ' \ --. --. -. V V V o,a I 3 0.85 47 3.6 4.8 5.7 4.4 4i6 4.9 5.0 4.2 4.0 2.9 4.3 Min/Day [Ml P.0.G. 1" WATER METER WITH A 2" SERVICE LINE, VERIFY SIZE, LOCATION, ffi SHT 11/8 IRRIGATION CONTRACTOR SHALL INSTALL EMITTERS ON THE UP HILL SIDE ON BERMS AT EACH PLANT AND OUTSIDE 11 Qty. of Va Ives Total Run nmes 51 40 53 63 48 51 54 55 46 44 32 47 Total Min/Day A A A A A ~ • OF ROOTBALL. -N,~~~ ' -' ~· ,~ "LU,~~•~~ SHT 12/H ,. ..... .. ... " . ... ' . ..... , . ' .. ' .. """" .. • •• M .... , [;iii FEBGO 1" 825YA REDUCED PRESSURE TYPE BAC!<FLOW DEVICE, INSTALL IN A STRONG BOX, SMOOTH TOUCH ENCLOSURE PER DETAIL. SHT 11/B j DO NOT WILLFULLY INSTALL THE SYSTEM AS DESIGNED WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN Total Valves:l l'oTAL Rui-fl'iifes (1-1ks1, ..... ··--·-· .. , """ . ., ... . ...... . . . . ......... .., .. .... ...... [SJ OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT WERE NOT KNOWN DURING DESIGNING, SUCH CONDITIONS 28 . 4.3 3.3 4,4 5.3 4.0 4.2 4.5. 4.6 3,8 3.7 2,7 3,9 HAYWARD 1.5" MODEL #72 BASKET STRAINER 2" SIZE W/ FLANGED CONNECTIONS AND BO MESH FILTER ELEMENT. SHT 11/H "' .,. ',,.,.,,.,,, .. , .. SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE; OTHERWISE THE i 121 SUPERIOR MODEL 3200 1" NORMALLY CLOSED MASTER CONTROL VALVE SHT 12/K ., --• "" ., ' ····" . ' ,,..,.,. 1 .. , "' " ... """ ' "' , .... , .JUL . t.uG . '"' •'-'-·····oov · bee Oo,>.O>O•O•M IRRIGATION CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR ANY AND ALL NECESSARY REVISIONS . ·. JAN FEB. MAR APR MAY JUN SEP OCT !El HUNTER HFS-100--FCT-100 FLOW SENSOR, INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND WIRE TO SHT 11/B / -. -. -. . ----. . . ----------') CONTROLLER CONTRACTOR SHALL PLACE FINAL LOCATION OF AUTOMATIC CONTROLLER AS SHOWN ON PLANS. ~ TORO 100-ATLVC-QUICK COUPLER VALVE W/ (PURPLE) LOCKING GAP AND ACME THREAD SHT 11/G > WATER PRESSURE CALCULATIONS FOR RECYCLED WATER CONNECTION ' LANDSCAPE IRRIGATION WATER ~ IRRIGATION SYSTEM MUST BE PROGRAMMED TO OPERATE BETWEEN THE HOURS OF 10100 P.M. AND 6:00 AM. ONLY. > WATER METER NUMBER WATER METER SIZE I i" TORO 100-2SLVG -QUICK COUPLER VALVE W/ (YELLOW) LOCKING GAP SHT 11/G A ' @ > REMOTE CONTROL VALVE # A27 REMOTE CONTROL VALVE SIZE . Jn PRO.rn:cr, STATE. S"IREET TOWNHOMES RAIN BIRD (LOW FLOW VALVE RANGE 0.2-5.0 GPM XGZ-LF-075-PRF-R 3/4" VALVE) ' ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF R.C.V. DEMAND (GPM). 15 MAX TOTAL DEMAND (GPM) 15 Meter iA' (MED FLOW VALVE RANGE 3.0-15.0 GPM XGZF-100-PRF-R 1" VALVE) > ' PLASTIC DRIP CONTROL VALVE, WITH PRESSURE REGULATING FILTER. INSTALL THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR > SIZE DESCRIPTION FLOW # PSI LOSS Project ETo. 40.00 BOTH ON THE DOWNSTREAM SIDE OF EACH DRIP RGV IN A VALVE BOX. PROVISIONS SHALL BE CARRI ED OUT BY THE CONTRACTOR. 2" SERVICE LINE (50 FT OF TYPE K COPPER) 15 1 0.3 PSI ' ~ RAIN BIRD (LOW FLOW VALVE RANGE 0.2-5,0 GPM XGZ-LF-075-PRF 314" VALVE) SHT 12/B > 1" WATERMETER I ' 15 2 1.2 PSI ' (MED FLOW VALVE RANGE 3.0-15.0 GPM XCZF-100-PRF 1" VALVE) THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE > 1" BACKFLOW DEVICE • I 15 3 12.0 PSI MAXI!lfUM APPUl,J) WATER ALLOWA:'-!CE: PLASTIC DRIP CONTROL VALVE.WITH PRESSURE REGULATING FILTER. INSTALL COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE • (Ci4LWNS PER YEAR) BOTH ON THE DOWNSTREAM SIDE OF EACH DRIP RCV IN A VALVE BOX. N/A FILTRATION . ! 0 4 0.0 PSI APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED > N/A PRESSURE REGULATOR . i 0 5 0.0 PSI ' @ MAWA~(Efo)(0.62)[0.7 ,LA +0.3 x SL\.j TORO TPVF100MM 1" LOW FLOW REMOTE CONTROL VALVE. INCLUDE EFF-KIT AND 89-7855 PURPLE HANDEL SHT 12/A TO THE OWNER'S REPRESENTATIVE. > NIA BFDASSEMBLY PIPING ' 0 6 0.0 PSI • • TORO TPVF100MM 1" LOW FLOW REMOTE CONTROL VALVE. SHT 12/A 1" MASTER CONTROL VALVE 15 7 2.3 PSI 40 K 0.7 X 12,128 X 0.62 ~ 210,542 Gal./Yr THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. > 1" FLOW SENSOR . 15 8 1.2 PSI • ' AS APPROVED PURPLE PVC PIPE 3/4" -2" SCH, 40AS LATERAL LINES 12" BELOW GRADE SHT 11/E,F . > 2" ISOLATION VALVES (BUTTERFLY TYPE) 15 9 1.0 PSI • ESTll\iA TED APPLIED WA TIR Ul.ED: 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 I 15 10 1.2 PSI ' (GALLONS PER YEAR) ---AS APPROVED SCH 40 PURPLE PVC PIPE FOR 1-1.5" AND SMALLER, 2" PVC CL. 315 FOR MAINLINES 18" BELOW GRADE. SHT 11/E,F BEFORE BEGINNING WORK. ' NIA FEET OF MAINLINE: ' ' 15 11 0.0 PSI > 1.5" 5-90 DEGREE ELBOWS i 15 12 QA PSI • EA WU~WTo){0.62)(f(PF) x (HA)] ----AS APPROVED SCH 40 PVC PIPE FOR 1-1.5" AND SMALLER, 2'' PVC CL. 315.FOR MAINLINES 18" BELOW GRADE. SHT11/E,F ' INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE > 1" REMOTE CONTROL VALVE ' 15 13 3.4 PSI ' Irrigation Efficiency CONTRACTOR MUST MAINTAIN A 4' MIN SEPARATION BETWEEN POTABLE AND RECYCLED WATER LINES RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND > 10% LATERAL LINE LOSS I 15 14 2.3 PSI -, , -, , -, -AS APPROVED SCH 40 PVC PIPE FOR 1-1.5" AND SMALLER, 2" PVC CL. 315 FOR MAINLINES 18" BELOW GRADE. SHT 11/E,F INSTALLATION. 20% FITTING LOSS (IN ADDITION TO ELBOWS SHOWN) 15 15 5.1 PSI ' HYDROZONE # 1: (Tmf Area with Svrav} INSTALL ISOLATION GATE VALVES TO REMOVE THIS SECTION WHEN RECYCLED WATER IS AVAILABLE; > 40 X 0.8 X 951 X 0,62 -34,305 Gal.lY1· 0 ELEVATION CHANGE (P.O.C. TO HIGHESTHEAD) 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 11/E,F > TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU #16) 17 30.3 PSI ' PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. > PRESSURE REQUIRED AT HEAD ' I 18 30.0 PSI HYDROZONE # 2: (Turf Area with Drip) 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 60.3 PSI 40 X 0.8 X 198 X 0,62 = 4,910 Gal.lY1· SLEEVES REQUIRES AT ALL DRIVEWAYS, WALKS, PAVING THAT EXCEED 3' WIDE. > • 0.8 SHT 11/E,F SYSTEM DESIGNATED WITH A POTAEiLE WATER METER AND STATIC WATER PRESSURE (VERIFY ON SITE) 20 70.0 PSI -· -· -AS APPROVED PURPLE SCH 40 PVC WIRE SLEEVES REQUIRED FOR ALL CONTROL WIRES UNDER IMPROVEMENTS, SHT 12/C,D > RESIDUAL PRESSURE (SU8TRACT#20 FROM #21) • 21 9.7 PSI ' SCH 80 UNDER ROADS MIN. 36" GOVER; SCH 40 OTHER THAN ROADS MIN. 18" COVER . NON-POTABLE PIPES, VALVE BOXWA, FOR FUTURE RECYCLED I HYDROZONE # 3: (Slnub PA /Drip @Garages) > SHT 11/E,F WATER CONVERSION. 4().0 X 05 X 735 " 0.62 = 11,393 Gal,IYr NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) SHT 12/G,D ' A A A A . A AA.AA.A.AA.AA A A A A A A A A A A A A A A ./ 0.8 SHT 12/C,D NO SYMBOL 3M OBY DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS ffi HYDROZONE #4: (Shrub PA/ Drip) NO SYMBOL K.8.1. ·sc-XXX-S SWING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCVWHEN RGV IS LOWER THAN THE SPRINKLERS Landscape Maintenance Schedule • CONTRACTOR TO PROVIDE OWNER WITH (3) RECYCLED WATER 40,0 X 0.5 ' 6,447 X 0.62 ~ 99,929 Gal./Yr ( INSTALL AS REQUIRED TO PREVENT ALL LOW HEAD DRAINAGE). SIGNS PER THE CITY OF CARLSBAD SPECIFICATIONS. SIGNS TO BE 0.8 NO SYMBOL K.B.I. KC-XXX-S SPRING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV IMMEDIATELY ABOVE FIRST LATERAL LINE TEE, INSTALLED WHEN RECYCLED WATER CONVERSION HAS BEGUN. WHEN RCV IS HIGHER THAN THE SPRINKLERS ( INSTALL AS REQUIRED TO PREVENT ALL LOW HEAD DRAINAGE). 1. General Landscape and Irrigation Maintenance. The schedule shall identify the HYDROZON_E #5'. (Shrub PA/Drip \\lRPofDrair.ts) POTABLE SYSTEM CALLOUT RECYCLED WATER SYSTEM CALLOUT entity that will be responsible for maintenance and shall provide for all of the 4().0 X 0.5 X 3,797 X 0.62 -SB,854 Gal./Yr ' 0.8 @--;;, ::: ~~" VALVE NUMBER general landscape and irrigation maintenance requirements. Water use Summary: ~ 2. Water Efficient Landscape Maintenance. ln addition to the_ general maintenance APPROVED roR MAXIMm.I APPLIED WATIR 210.542 Gal./Yr PURPLE EQUIPMENT MUST BE.USED 15 -G.P.M. /RR/GA TION AND ON ALL RECYCLED WATER SYSTEMS, ~ T-BUB--VALVETYPE requirements, the maintenance schedule for landscape projects that are subject to PLANTING --VALVE TYPE the Water Efficient Landscape Ordinance shall include provisions to: 1UTAL F.STIMATJlD WATER um: 209.390 Gal./Yr T a) Maintain and operate the landscaping and irrigation system on the ONLY, INCLUDING PR[C!SE VALVE SIZE VALVE SIZE ' property consistent with the MAW A. Percentage of MAWA used 9.9% b) Maintain the irrigation system to meet or exceed an irrigation LOCATION or PLANTING . (POTABLE SYSTEMS -GREEN VALVE BOX LIDS/ RECYCLED SYSTEMS -PURPLE VALVE BOX LIDS) efficiency necessary to meet MAW A. c) Replace broken or malfunctioning irrigation system components with AREA. STATEMENT OF WATER CONSERVATION WATER CONSERVATION NOTES components of the same materials and specifications, their equivalent or better. "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 as conserving water and improving the efficiency of the irrigation system: BE EMPLOYED IN THIS PROJECT Ensure that when vegetation is replaced, replacement plantings are • WATER CONSERVING PLANTS, AND PLANTS NATIVE TO HOT, DRY connected to a potable water source pending successful completion of a representative of the hydrozone in which the plants were removed and are All head. spaced head to head 100% of manufacturers recommended radius. SUMMERS, UTILIZED IN 95% OF THE TOTAL PLANT AREA. cross-connection test performed by CMWD and DEH. Final connection to the typical ufthe water use requirements of the plants renioved, so that the replaced RCE EXP. DATE All sprinkler heads utilize matched precipitation nozzles and check valves. vegetation does rtot result in mixing high water use plants with low water use • IRRIGATION ZONES SEPERATED.BY PLANT MATERIAL. recycled water is to be performed only after approvals from CMWD and DEH." plants in the same hydrozone. REVIEWED BY: All sprinkler heads utilize pressure compensating screens. Triangular spacing utilized for head layout throughout irrigation system. • USE OF HYDROZONES WITH PLANTS GROUPED BASED UPON Irrigation zones separated by plantmaterial types. INSPECTOR DATE AMOUNT OF WATER NEEDED TO SUSTAIN THEM. Irrigation zones separated by exposure and orientation. \-~NOS C,-1,o,f /1\ L1QJ CITY OF CARLSBAD UL] Utilization of irrigation system master valve. • SOIL AMENDMENTS UTILIZED TO IMPROVE WATER HOLDING .,_.<SJ \/--""'Ph;, "1-il 8/11/15 mm /1\ Revise irriaation water meter size to 1.5" ... L J"'L.' ..-..:.. Utilization of irrigation system flow sensor. CAPACITY OF SOIL. ~ C,· 1' CJ,. 0 PLANNING DIVISION 7 ;,~ ~ 1L ~';~ Utilization of rain shut-off device connected to irrigation controller. • AUTOMATIC IRRIGATION SYSTEM ADJUSTED SEASONALLY AND LANDSCAPE IMPROVEMENT PLANS FOR: "' _, Utilization of controller with water budgeting feature. WITH WATERING HOURS BETWEEN 9100 P.M. AND 9:00 A.M. S1gna ure STATE STREET TOWNHOMES 7-31-16 ' • IRRIGATION SYSTEM DESIGNED TO WATER DIFFERENT AREAS Underground S•rvlce Alert ~ea~ol □o~ CARLSBAD, CA IRRIGATION SYSTEM SHALL BE TESTED AND MAINTAINED ON A MONTHLY OF THE LANDSCAPE BASED ON WATERING NEED. 04--6-16 * Date ~"'<' BASIS BY THE MAINTENANCE STAFF. AN IRRIGATION AUDIT, IN COMPLIANCE '~ Op CAL\fO'?' IRRIGATION LEGEND AND CALCULATIONS • RECOMMENDATIONS GIVEN FOR ANNUAL IRRIGATION SCHEDULE. Call• TOLL FREE WITH THE STATE OF CALIFORNIA LANDSCAPE WATER MANAGEMENT APPROVED: (0/J~ le y_\\~--\t-PREPARED BY: +-~"z.-., '"' PROGRAM, SHALL BE PERFORMED BY A CERTIFIED IRRIGATION AUDITOR ' ' , ~-1 . PRIOR TO TURNOVER OF PROJECT AND EVERY 5 YEARS THEREAFTER. THE 1-800 SUMMERS/MURPHY & PARTNERS, INC. PLANNING 422-4133 LANDSCAPE ARCHITECTS REGULAR MAINTENANCE SCHEDULE COUPLED WITH THE AUDITS SHOULD 34197 COAST HIGHWAY, SUITE 200 DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL HELP TO MAINTAIN THE IRRIGATION EFFICIENCY AS INTENDED IN THE DESIGN DANA POINT, CALIFORNIA 92629 REVISION DESCRIPTION CHKD BY, CT 13-05 484-2L DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: TWO WORKING DAYS BEFORE YOU DIG (949) 443-1446 FAX (949) 443-1631 . C: \DRAWING FILES\TITLE SHEETS\CLSB IP:DWG REVISED: 3/14/2016 DR1~ NOTES: ~ti-A (Stt l StA ~ts 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. 111w111-111 111-111 11-111 111-111 111w111-111 111-111 111w111---+-4•---tN~~!tLDE~DASF~~~ -111-111-111-111-111-111-111-111-111-TUBING INSTALLATION I I 1----=11 1=11 1=111=1 I 1=1 I 1=1 I 1----=1 I 1=11 I= 111 0 11=1 I l=I IO 111=111=1 IO 111=1 I l=I 1=0~~-DRIPTUBING -111 11 -11i'11m111 -1i'11-111 111-11111 i-111 11 -11 i' 11-11 i' 11 -11 = I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1= I 1=1 I 1=1 I 1= I 1 1 -=I I 1=11 I= -1 11-11 l=I I I= -1 1 1 -=11 1=1 11= -11 ---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 4 112" 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 0-REMOTE CONTROL VALVE (SEE IRRIGATION LEGEND FOR CONFIGURATION) B 6" DOWNrFf--"~---t-='---------++, SLOP,£ T-~==±====:-:===R+--cr?Jl'UVAVACUUM RELIEF VALVE (PLUMBED TO DRIPLINE ~ I 20 (OR EQUL) AT EACH HIGH POINT) ,..,__ IN-LINE, SPRING CHECK VALVE TO DISCOURAGE LOW END DRAINAGE (TYP) ARROW INDICATES CHECK DIRECTION i, x J, ----++-+--TRIANGULATE EMITTER SPACING (TYP) (SEE IRRIGATION LEGEND/SPECIFIC- ! ATIONS FOR LATERAL AND IN LINE f SPACING) 1;;5t1=f========::;_-~-+ 1-1---pvc SUPPLY MANIFOLD -l--~--~-~~-~--1-..i--t~MANIFOLD CONNECTION (OR EQUAL) (PVC TO ELL) AREA PERIMETER IN LINE SPACING ~----+---r-+--DRIPLINE LATERAL 10 (OR EQUAL) SEE LEGEND/ 5 ~ 1~~~~1-rr SPECIFICATIONS FOR LATERAL AND IN LINE SPACING PVC FLUSH EXHAUST MANIFOLD PERIMETER LATERALS -12" FROM PAVING OR EDGE TREATMENT AT BOTTOM OF SLOPE AND 6" AT TOP OF SLOPE METAL STAKE (TYP) -------------(SEE NOTE 3) ZONE FLUSH VALVE NOTES: 1. SEE IRRIGATION NOTES.LEGEND/SPECIFICATIONS FOR ADDITIONAL INFORMATION 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 113 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 I AS REQUIRED TO DETER DRAIN DOWN. ~----------6" JUTE WIRE STAPLE, INSTALL TO HOLD DOWN TUBING, 5 FEET ON CENTER ALONG LENGTH OF TUBING -,,,-,n-f=cm-.n-J;::;:;;=;;;::::;:;;:::::;:;:;::----112" SCH 40 PVC THREADED TEE FITTING r-1 I 1-1 -I 1-1 -I I-1-I -1-1 I 1-1 -WITH TWO HUNTER PLD050 15mm (112") ~ill Ill ill~ rnillrnlllmlll11illrnillrnillml II I I I~ X 17mm BARB MALE ADAPTERS 4" ~111~1 II~ 111~~~11i~ ~11i' 1111~111!111~m!111""~ --~~e~~~~ETgR??fi}1~1ELY 12" r~7p="f==r===\..-LANDSCAPE DRIP LINE, "" 17mm OUTSIDE DIAMETER "111111 Ill Ill' "- ~II i' I II Ii' I II Ii' I II I I) FINISHED GRADE OF AMENDED SOIL 11=111 111 111=1 ::::m .. 111 ... 111.. m l11$1iEfiEfil1-'c---SCH 80 PVC NIPPLE 1/2" X 6" MINIMUM lll II Ii' Ill Ii' I 1 ]T LENGTH, THREADED BOTH ENDS =I I I J 11. 1, • '------AMENDED SITE SOIL, SEE PLANTING PLANS 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" '---------!L ___ \---.J~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 G -PLUMBED TO PVC (TYP) FV MANIFOLD CONNECTION (PVC TO ELL) CK (OR EQUAL) 't---t--fl:'.:'clf--t---t--r---t4-------pvc FLUSH EXHAUST MANIFOLD X r---::,,.--METAL STAKE (TYP) J~X:.+--++-----TRIANGULATE EMITTER SPACING (TYP) (SEE IRRIGATION LEGEND/SPECIFIC- ATIONS FOR LATERAL AND IN LINE SPACING) ,t--t-r--====-PVC SUPPLY MANIFOLD D EMOTE CONTROL VALVE 4---l'-----f--fl'C':'.'K:Jt--+--f=+H (SEE IRRIGATION LEGEND FOR CONFIGURATION) 1--1--,AVf---t---+-+c---t--, CK G 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/ RECYCLED SYSTEMS-PURPLE VALVE BOX LIDS) A DRIPLINE LAYOUT/ CONNECTIONS C: DRAWING FILES TITLE SHEETS CLSB-IP.DWG l~EVlSED: 5 15 2012 -----------------FINISHED GRADE ----------------CONCRETE PAD, 6" THICK -----------FEBCO 825-YA REDUCED PRESSURE BACKFLOW DEVICE --------"SMOOTH TOUCH", HIGH PROFILE, STAINLESS STEEL BACKFLOW DEVICE ENCLOSURE, SEE SPECIFICATIONS .,,,,,..., r-t+c---------BRASS THREADED NIPPLES, TYPICAL, TOTAL OF 6 REQUIRED FOR ASSEMBLY &-+f-+f---------BRASS UNION m----H--H---------PRESSURE REGULATOR VALVE (REQ. IF FIELD PRESSURE EXCEEDS 80 PSI) ,--tt--tt---------BRONZE WYE STRAINER «,__J---t-t---------BRASS FLOW SENSOR ... , ' -24" == =- _, _111' 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 TQ BACKFLOW PER CITY STANDARDS. CONTROLLER INSIDE A I" SCH. 4D PVC ELECTRICAL CONDUIT AND 90 DEGREE SWEEP CONTROLLER----~ STAINLESS STEEL, 18"--·-JI OR 24" WIDE FRONT ENTRY CONTROLLER ENCLOSURE NEMA 3R RAINPROOF RA TED 0 POWER SWITCH -------iH-1 ! ij AND RECEPTACLE FINISHED----' GRADE 1 1/4" PVC CONDUIT/ SWEEP FOR ELECTRIC SERVICE 0 t-----RAIN SENSOR INSIDE A STRONGBOX RGVRSS ENCLOSURE ,----TERMINAL STRIP FOR REMOTE CONTROL VALVE WIRE CONNECTIONS -MI-------STAINLESS STEEL, U.L. 0 LISTED, PREDRILLED, REMOVABLE BACKBOARD ,..____ PREFORMED ALUMINIUM PAD STRONGBOX QUICKPAD ENCLOSURE MOUNTING PAD WITH PREFORMED ALUMINIUM PAD, PLASTIC BASE AND ALL S1AINLESS STEEL HARDWARE l ~;;;;~---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 All proper signags, as shown below, must bs in place prior lo issuance of meter for your system. Fo1ilure to inst,111 lim required signs per CMWD stanuarcis will delay your meter set. If a system is found lo be {liven 48 hours notice to instull proper s;gns before CMWD will lock oil existing meters. CMWD wi!l not be responsible for ant subsequent lamJscctpe material tl1c1t may wither and die as cl result of a meter being locked off • RECYCLED WATER WHITE PAINTED ALUMINUM SIGN WI fH PURPLE 1/JNYL LC: rrrns. PER THE IRVl~JE SPECTRUM IRRIGATION GUIDELINES. DO NOT DRINK l~JSTALL WITH 318" STAl~ILESS STEEL BOLTS AT A MINIMUM OF TWO LOCATIONS· LEMGTH AS REQUIRED. USE t. DIAMETEH WASHER TO REQUIRED SIGNAGE FOR RECYCLED WATER USE AREAS: ALL USE AREAS ACCESSIBLE TO fHE PUBLIC SHALL BE POSTED WITH s1m1s (MINIMUM 2 PER METER) fHAT AFlE VISIBLE TO THE PUBLIC IN A SIZE MO LESS THAN 4 INCHES HIGH BY B" WIDE. 12· 4" • PRO rECT SIGN >-----l-l/4"GAL\/ANIZEDSTEEL U -CHANNEL, OR BOX POST PAIN rED WHITE TWO (2) SIGNS ARE REQUIRED PER WA"TER MEfER " >----CONCRETE 111 111 NOTE: SECTION VIEW -N.T.S. SEE CITY STANDARDS FOR TESTING REQUIREMENTS. 1" PVC CONDUIT/SWEEP FOR ET GAGE WIRES (IF REQ.) GROUND ROD W/#10 GROUND WIRE AND CLAMP ~---------1" PVC CONDUIT/SWEEP FOR .___111_~__,~l lj 111 ~ ,.1~111 ALL PIPING BETWEEN THE WATER METER AND THE MASTER CONTROL VALVE SHALL BE BRASS THREADED PIPE AND BRASS THREADED FITTINGS 1" PVC CONDUIT/SWEEP-~ FOR TELEPHONE LINE (IF REQ.) FLOW SENSOR/MCV WIRES (IF REO.) 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 112" TO 1 112" SIZE 12" 18" 2" TO 2 112" 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 18" 30" 6" 6" 18" 30" 6" 6" ALL PLASTIC PIPING SHALL BE SNAKED WITHIN TRENCH. BUNDLE WIRING AND WRAP WITH TAPE AT TEN FOOT INTERVALS. ALL MAINLINE PIPING TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION SPECIFICATIONS. PIPE AND WIRE TRENCHING ~-----FINISHED GRADE IN TURF AREAS C CONTROLLER ENCLOSURE F .. , ... -,. --PAVING OR D.G. PATH 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. DIMENSION BELOW ROADS BELOW NON-ROADS NOTE: • ONE LINE IMMEDIATELY ON TOP OF THE MAINLINE • ONE LINE 12" ABOVE THE TOP OF THE MAINLINE A B C D E 24" 36" 36" 36" 6" SCHso 18" 36" 36" 36" 6" SCH40 TIE A 36" LOOP IN ALL WIRING AT -----1 CHANGES OF DIRECTION GREATER THAN 30 DEGREES, UNTIE AFTER ALL CONECTIONS HAVE BEEN MADE. 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. 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 .----PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. STREETSURFACE ------~ ...... BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BS", "RECYCLED WATER" ONTO LID. POTABLE WATER APPROX. 8" 3.5' G NOTE: D RECYCLED WATER SIGN 112" FINISHED GFlADE IN TURF AREAS ~----ID TAG, 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, INSTALL QCV SO THAT KEY WILL CLEAR THE TOP OF BOX DURING OPERATION 12•~ ~ FINISHED GRADE =I I I I I I IN SHRUB AREAS I I I I I I~ UNDISTURBED OR I I I ill NATIVE SOIL QUICK COUPLER VALVE (LOCKING PURPLE CAP) STAINLESS STEEL CLAMP 2 REQUIRED, SEE SPECS \(t<:r o 1::;-;;;;~o:r;.1\\-----114 x 36" REBAR STAKES, o[j', 2REQUIRED o ,WI: i?.'f>,-,.\ -J1----BRICKSUPPORTS bfi:1~00~~-:'..S~~~~~~~~ 3 REQ. PER BOX □ PVC MAINLINE PIPE AND SCH. 80 SLIP TEE, WITH A SCH. 80 PVC T.0.E. NIPPLE, 1" 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 THO. NIPPLE, SECTION VIEW -N.T.S. LENGTH AS REQ. ALL SWING JOINT COMPONENTS SHALL BE 1" SIZE. '-------------LANDSCAPE FABRIC ~------------3/4" HOCK, 1 CUBIC FT. 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 COVER ALL 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. APPROVED FOR !RR/GA TIO/\/ ANO PLAN TING ONLY, INCLUO/i\JG PREC'/SE LOCA T/ON OF PLANTING AREA. MINIMUM REQUIRED VERTICAL SEPARATION 10' MINIMUM WATER IRRIGATION MAINLINE WITH SLEEVE "AS BU IL T" PVC MAINLINE PURPLE "ALERT LINE" Yr'!i'~VPf":1' \._,1. ,. a°~ TO MASTER VALVE, ,,c,•(l,i~[Oc'"? ,,iw""' PIPE PER SPECS. :•~c•~'-JO ~ .,,c•i,on" (>Cf-~-BRICK SUPPORTS I BRASS UNION f--______ BRASS NIPPLE TYP. LANDSCAPE FABRIC ~--------314" ROCK, 2 CUBIC FT. 12" NOTE: 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. RECLAIMED WATER IRRIGATION MAINLINE WITH SLEEVE -------~ 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 __ _ EXP. ___ _ DATE REVIEWED BY: ~---------------PVC MAINLINE PURPLE "ALERT LINE" SERVICE LINE CROSSING J POTABLE MAINLINE CROSSING FROM P.O.C. NOTE: SF.r:TJON 1/IEW -M.T.S. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF THE BASKET STRAINER ASSEMBLY. INSPECTOR DATE CITY OF' CARLSBAD SHEETS (POTABLE SYSTEMS -GREEN VALVE BOX LIDS I RECYCLED SYSTEMS -PURPLE VALVE BOX LIDS) t1-+----+--l -------+-----+--~e--1---1 uTI PLANNING DIVISION 17 H BASKET STRAINER Underground Service Alert Call, TOLL FREE 1·800 422-4133 TWO WORKING DAYS BEFORE YOU DIG :=L=A=N::::D::::S::::C:'...AP'.::E::::' =r=M::::P::::r,==o=v::::E::M::::E::N:::T=P==L=A=N:::S==::F':::O:::R=: ==='.._'.====: STATE STREET TOWNHOMES CARLSBAD,CA IRRIGATION DETAILS '~---+---t-------------t---+---f----1---I I APPROVED: 1,.-/,\ /"" v_<l _11.----PREPARED BY: ,~ ~\ u, ~t-O\\ ~-;,).;- SUMMERS/MURPHY & PARTNERS, INC. ~P~LA~N-N=I-N=G-'=_=_=_=~=-=_:-:::_=_=_=~=-=_=_=_=_=~=-=_=_=_:::;-;=====: LANDSCAPE ARCHITECTS OWN BY: 34197 COAST HIGHWAY, SUITE 200 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: DANA POINT, CALIFORNIA 92629 REVISION DESCRIPTIO'I ---(949) 443-1446 FAX (949) 443-1631 DESIGflER OF WORK I 1' OIHrn APPfWI/AL CITY APPROVAL RVWD BY: PROJECT NO. CT 13-05 DRAWING NO. 484-2L \ ,.. ·, ,· ~-----FINISH GRADE IN TURF AREAS USE STANDARD BOX OPENINGS FOR PIPE, DO NOT CUT BOX BRICK SUPPORTS, 4 REQUIRED I PURPLE PLASTIC RECTANGULAR VALVE BOX WITH T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOG-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 ~--=---24" WIRE LOOPS AND 3M DBY-6 WATERPROOF WIRE CONNECTORS SCH. 80 PVC SLIP 90 DEGREE ELL ~ SCH. 40 PVC PIPE OR SCH. 80 TO.E. NIPPLE WITH D.I. SERVICE TEE LASCO #896 PVC UNION ~ TAPE WIRES TO PIPE SCH. 80 PVC SLIP TEE OR LEEMCO DUCTILE IRON BBT SERVICE TEE FOR USE ON BELL AND GASKET MAINLINE PIPE SLIP X MIPT, SIZE PER RCV, 2 REQUIRED FOR ASSEMBLY ELECTRIC REMOTE CONTROL VALVE, SEE LEGEND FOR TYPE ~----3/4" CRUSHED GRAVEL, 4" MINIMUM DEPTH ~----LANDSCAPE FABRIC TO COVER BOTTOM AND ALL SIDES OF VALVE BOX SPARE CONTROL WIRE, LOOP--~ 48" LENGTH INTO EACH RCV BOX A F K SECTION VIEW -N.T.S. (POTABLE SYSTEMS GREEN VALVE BOX LIDS/ RECYCLED SYSTEMS -PURPLE VALVE BOX LIDS) REMOTE CONTROL VALVE 1-~--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 --,,,-~~----REMOTE CONTROL VALVE ., ., ~,..._~.----PVC SUBMAIN PIPE, SIZE PER THE LARGEST CONTROL VALVE IN MANIFOLD f--~·'--H-'-"--+-''c_• --'-~--c--PVC IRRIGATION MAINLINE INSTALLED 3 FT FROM HARDSCAPE EDGE FOR VALVE MANIFOLD ~l--''"-'-+---'-~,~--BALL VALVE FOR RCV MANIFOLD ISOLATION C . . ' ' .. ·, . . '• !-.-,-+~-'----'-+--QUICK COUPLER VALVE AND SWING JOINT . , .. ~-----+--~~+---SCH. 80 PVC 45 ELL FITTING, SIZE PER ., ~ " ., , . .• . •• MAINLINE, T/PICAL ., ~ ., . , . , I;:;::::::==--HARDSCAPE EDGE (IE. SIDEWALK, ROADWAY, CURB OR OTHER PAVING MATERIAL) 18"----"---'-·~-.• --MAINTAIN 18" SET BACK FOR MAINLINE FROM HARDSCAPE EDGE EXCEPT AS NOTED ' H--~~-OBSTRUCTION SUCH AS LIGHT POLE, POWER PEDESTAL OR OTHER AS MAY BE FOUND ON THE SITE, ROUTE MAINLINE AROUND SUCH OBSTRUCTIONS (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 "MCV' ONTO LID. ~----SCH. 80 PVC THO. NIPPLE, LENGTH AS REQ., 3" MIN. ~-MASTER CONTROL VALVE, SEE LEGEND FOR SPEC. ==lrT 1,: l=1~12~Err:;:b::::~:::;:;::i~-~-FINISHED GRADE 111111111111T ~-INSHRUBAREAS '.111111111111' 4" .=ll I~ WIRECONNECTIONS --=j~~d~]--::_]~~~t~ttn-=--=--=--= VALVE ID TAG, NON-POTABLE =111=1 I 1 , SCH. 80 PVC UNION NOTE: ..------TRANSITION TO CORRECT PIPE DEPTH USING TWO 45 DEGREE SCH. 80 PVC ELLS \_J\,,._,,___ ___ SCH. BO PVC T.O.E. NIPPLE PVC MAINLINE TO RCV'S, SEE SPECIFICATIONS I'] _:~R~,<J_~~~~-~--BRICK SUPPORTS c'° 4 REO. PER BOX '----------3/4" ROCK, 3 CUBIC FT. ~-------LANDSCAPE FABRIC, WRAP UP AND OVER BOX HOLES ~--------AQUASEALIVAPORLOCK OPEN END OF CONDUIT '-------------CONTROL WIRES IN SCH. 40 PVC ELECTRICAL CONDUIT CONTINUOUS TO CONTROLLER '-------------------BRASS MAINLINE PIPE AND SECTION VIEW -fJ.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: DRAWING FILES TITLE SHEETS CLSB-IP.DWG REV1SED: 5 15 2012 B SIDE VIEW 12 9 NOTE: 6 2 a 0 7 8 CD ® (}) 0 ® ® (j) ® ® FINISH GRADE STANDARD VALVE BOX WITH PURPLE COVER. WATERPROOF CONNECTION: RAIN BIRD DB SERIES VALVE 10 TAG 30-INCH LINEAR LENGTH OF WIRE, COILED PRESSURE REGULATING FILTER: RAIN BIRD PRF-100-RBY (INCLUDED IN XCZ-100-PRF KIT) PVC SCH 40 FEMALE ADAPTOR LATERAL PIPE REMOTE CONTROL VALVE: RAIN BIRD 100-DV (INCLUDED IN XCZ-100-PRF KIT) PVC SCH 40 TEE OR ELL TO MANIFOLD 3-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 FJECTANGULAR VALVE BOX, TYPICAL-------- STAINLESS STEEL BOLT, WASHER AND -~ NUT TO SECURE BOX LID, TYPICAL HEAT BRANO LETTEFIS AND NUMBERS-- ----OUICK COUPLING VALVE BOX, TYP. ---STAINLESS STEEL BOLT, WASHEFl AND NUT TO SECURE BOX LID, TYPICAL . . I 12· I --r---r . . ' ' : c_ ___ PAVING EDGE, TYPICAL SECTION VIEW -NT.S. .. ' . . CEfJTER VALVE BOX OVER REMOTE CONTFlQL VALVE TO FACILITATE VALVE MAINTENANCE. INSTALL VALVE BOXES IN SHRUB AND GROUND-COVER AREAS WHERE POSSIBLE. INSTALL VALVE BOXES PARALLEL TO EACH OTHER AND PERPEflDICULAR TO PAVING EDGES. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PFlEVENT COLLAPSE AND DEFORMATION OF VALVE BOXES. DFJIP RCV AND WYE STRAINER BOXES IN THE SAME ORIENTATION AS THE BALL VALVE BOX. (POTABLE SYSTEMS -GREEN VALVE BOX LIDS/ RECYCLED SYSTEMS -PURPLE VALVE BOX LIDS) C 1 -------LOW VOLTAGE WIFlES, 3 MAXIMUM ~------WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE r.<i,=af,af=a~ ~-----CLOSE TUBE LID AFTER WIRE IS INSERTED INTO TUBE 11111 NOTE: 111-------POLY TUBE PHE-FILLED WITH WATERPROOF GEL ~--LOCK TABS PREVENT WIRE REMOVAL ONCE CONNECTOR IS INSERTED SECTION VIEW -fl.T.S. SCOTCHLOK ELECTRICAL SPRING CONflECTOR. WIRES SHALL BE PHE-STRIPPED OF 1/2" OF THE INSULATION PRIOR TO INSERTION INTO THE CONNECTIOR. TWIST CONNECTOR ONTO WIHES TO SEAT FIRMLY. SCOTCH LOK CONNECTOR AND WIRES INSERTED INTO TUBE UNTIL THE CONNECTOR PASSES LOCK TABS WIFlE CONNECTOR SHALL BE A 3M OBY DIRECT BURY SPLICE KIT. KIT SHALL INCLUDE A SCOTCHLOK SPRING CONNECTOR, A POLYPROPYLENE TUBE AflD A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2 -3 J/I4 OR 2 J/I2 PFIE-STRIPPED COPPEFJ WIRES. LARGER WIRES OR GFJEATER QUANTITIES OF WIFIES SHALL FJEQUIRE A LARGER APPF!OVED WIRE CONNECTION. WIRE CONNECTOR 1/2' 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 "BV" ONTO LJD. ~---BRASS BALL VALVE, SEE LEGEND FOR SPECIFICATION SCH. 80 PVC UNION 2" --FINISHED GRADE :111 111 IN SHRUB AREAS --111="'-<=I =I !+I--SCH. 80 PVC T.O.E. NIPPLE 4" TRANSITION UP AND DOWN 111 111 111 111,_ LENGTH AS REQ., TYPICAL -SLJ'-rl=:i--'~--i:::ir--m::i=\:.-1--i-'"IJ:I:::: 111= TO MAINLINE DEPTH FOR ' BALL VALVE USING TWO SCH. BO PVC 45 DEGREE ELLS, BOTH SIDES OF BALL VALVE '---PVC MAINLINE PIPE, SEE SPECIFICATIONS, TYPICAL BRICK SUPPORTS 4 REQ PER BOX c_ ________ SCH. 80 PVC NIPPLE SECTION VIEW -N.TS . ~----------LANDSCAPE FABRIC, WRAP UP AND OVER BOX HOLES NOTE: c_ ___________ 3/4' ROCK, 3 CUBIC FT. PVC MAINLINE PIPE 11--------VALVE BOX ~----If--------BALL VALVE "'========" PLAN VIEW· N.T.S. BOX TO BE INSTALLED AS TD ALLOW FOR PROPER OPERATION OF BALL VALVE, INSTALL VALVE AND BOX PARALLEL TO HARDSCAPE EDGE, INSTALL BOX OFF-CENTER OF VALVE. INSTALL VALVE BOX EXT~NSIONS AS REQ. 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) D ~--------FINISHED GRADE IN TURF AREAS NOTE: ~-----PLASTIC RECTANGULJ\R VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TD HARDSCAPE EDGE. HEAT BRAND "PB" ONTO LID. ~----SEAL CONDUIT ENOS WITH AQUASEAL WATERPROOF ELECTRICAL CONNECTORS FOR ALL WIRE SPLICES, SEE DETAIL SI0038 112s&r--'---+---+-----., -FINISHED GRADE IN SHRUB AREAS ---UNDISTURBED SOIL ~-~~---AQUASEAL/VAPORLOCK OPEN END OF CONDUITS ~'\f1---\'.-----LOWVOLTAGECONTROL WIRE CO!L, 24" MINIMUM ----BRICK SUPPORTS 4 REQUIRED PER BOX ________ _,-SCH. 40 ELECTRJCAL 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 TD COVERALL 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) f SET BOX 1" ABOVE MULCH LAYER "~------'----,"' 1" AIRNACUUM RELIEF SCH. 80 NIPPLE ------++------[] (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" I [I_[ ~ FINISH GRADE {[ I I- (POTABLE SYSTEMS -GREEN VALVE BOX LIDS/ RECYCLED SYSTEMS -PURPLE VALVE BOX LIDS) E NOTE: INSTALL SPRINKLER HEAD FLUSH WITH FINISHED GRADE IN TURF AREAS 1--------POP-UP SPRINKLER HEAD, SPRAY OR ROTOR IJ2' SEE LEGEND FOR SPECIFICATION PURPLE COLLAR ON RECYCLED SYSTEMS INSTALL SPRINKLER HEAD 1/2" ABOVE FINISHED GRADE IN SHRUB AND GROUND COVERS AREAS 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 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 1" --,f--- 2" 12" 12" MIN. IPS FLEX HOSE EXTENSION MULCH LAYER r (SEE NOTE 1) n,g=;l~l~ Wt Ii' 1111 i' 11111~ l=-m-111 ,,,-~n:r::.--PLASTIC CONTROL BOX 11 W/BOLT DOWN LID r BRICKS AT EACH CORNER OF BOX n;;;~1 i1111111i11rr 1 t=t I I JTf ITT:: ,m m" 'm" i7' 1111ll~lllll 111111~~ tt 11 itt 11 TTi-1 l 1-=I 11==~ I 1=TTT- -111 _ttt II' P.V.C. SCHEDULE 40 ELL END FLUSH BALL CHECK VALVE NOTE: 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) G VALVE BOX PLACEMENT H BALL VAL VE 2" & SMALLER AIR RELIEF VAL VE J DRIP FLUSH VALVE RECYCLED WATER GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE '111TH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 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 ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY, AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. CROSS-CONNECTIONS BET'l\£EN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTION OF PIPE MATERIALS 'MLL BE ALLOWED 'MTHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S 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 PERIODS '111TH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR-IRRIGATION '111TH WATER Of A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BET'l\£EN THE HOURS OF 10: 00 P.M. TO 6: 00 A.M. 9. BURIAL Of ALL 'MRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT '111TH RECYCLED WATER, WHETHER BY 'MND BLOl'IN 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 DISTRICT'S RULES AND REGULATIONS. 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED 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 DISTRICT'S RULES AND REGULATIONS. 15_ ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PRO.A':CT ENGINEER AND/OR REGULATORY AGENCY-MEASUREMENTS SHALL BE BET'l\£EN FACING SURFACES, NOT PIPE CENTERLINES. Underground Service Alert 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST Th£LVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST Th£LVE INCHES CROSSING SEPARATION BET'l\£EN OTHER UTILITIES. 17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN Th£LVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED 'MTHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 18. THE REQUIRED CROSS-CONNECTION SHUTDOl'IN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNT/ DEPARTMENT OF ENVIRONMENTAL 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 HEALTH. COPIES OF INSPECTION REPORTS 'MLL BE FORWARDED TO THE NON-INSPECTING PART/. 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 'MTHIN 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 DESIGNATION, '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 949.341,1255 22-ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS ANO ANY WATER WELLS AND WATER COURSES \\1THIN THE RECYCLED WATER PROXCT SHALL BE SHOl'IN 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 BET'l\£EN ADJACENT AREAS IRRIGATED '111TH RECYCLED WATER AND POTABLE WATER. SEP,l,R,l,TION SHALL BE PROVIOED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. 25. ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER ANO RESULTS MUST BE GIVEN TO THE CIT/ AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BET'l\£EN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT WWW.CI.CARLSBAD.CA_US/PDFDOC.HTML?PID~340. l CTI:] 2 APPRO V[O FOR /RR/GA TION A/1/0 PLAN T//1/G ONLY, INCLUDING PR[C/S[ LOCATION OF PLANTING AREA. "AS BU IL T" RCE ___ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD SHEETS PLANNING DIVISION 17 LANDSCAPE IMPROVE:MENT PLANS F'OR: STATE STREET TOWNHOMES CARLSBAD,CA IRRIGATION DETAILS Call• TOLL FREE 1-800 422-4133 Pl.ANS TO BE SUPERCEOED BY arr OF CARLSBAD LANDSCAPE STANDARDS PREPARED BY: ,r ~\ '-"'< C-VV~ vi "----l---l---------------+---l-----J---1-----11 APPROVED: I/,' Ir /_ r_,1 «il--- SUMMERS/MURPHY & PARTNERS, INC. P-LA-N-NIN-G------'---'----'-'---- LANDSCAPE ARCHITECTS ~=:::::::::===:,-;::=======:::::-::-=-=-=-=-=-=-=~~ TWO WORKING DAYS BEFORE YOU DIG 34197 COAST HIGHWAY, SUITE 200 DATE INITIAL DATE INITIAL DATE INITIAL OWN BY: PROJECT NO. DANA POINT, CALIFORNIA 92529 R 1sioN DFS p-1 cHKD BY: ---CT ~ 3 05 (949) 443-1446 FAX (949) 443-1631 DESIGflER OF WORK EV -CPI [Q~I OTHER APPROVAL CITY APPROVAL RVWD BY: I - Dr!AWING NO. 484-2L ,I I i I ,._ I PART I -GENERAL 1 .01 SUMMARY SECTION 02811 LANDSCAPE IRRIGATION A. It Is the lnhmt of the spec!flcatlons and drawings that the finished system Is complete In every respect and shall be ready for operation satisfactory to the Owner. 8. The work shall Include al! materials, labor, services, transportation, and equipment necessary to perform the work a!I Indicated on the drawings, ln these specification, and as necessary to complete the contract. 1.02 A. CONSTRUCTION DRAWINGS Due to the scale of the drawings, it rs not possible to Indicate all offsots. fittings, sleeves, etc. which may be required. The Contractor shall carefully Investigate the structural and finished conditions affecting all of his work and pion his work accordingly, furnh!h[ng such fittings, etc. as moy be required to meet such conditions. Drawings are generally diagrammatic and Indicative of the work to be Installed. The work shall be Installed In such a manner 09 to avoid conflicts between Irrigation systems, planting, and architectural features. 8, All work called for on the drawings by notes or details sholl be furnished and Installed whether or not specifically mentioned In the specifications. When an Item Is shown on the plans but not shown on the specifications or vice versa, It shall be deemed to be as shown on both. The Landscape Archftect shell hove final authority for dorlfication. C. The Contractor shall not willfully Install the Irrigation system cs shown on the drawings when it ls obvious in the field that obstructions, grade differences or dlscreponcres in area dimensions exist that might not have been considered In engineering. Such obstructions or difference! should be brought to the attention of the Landscape Architect a! !!loon cs detected. In the event this notification Is not performed, the lrrigatlon Contractor shall assume full responslbfllty 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 shell be thoroughly fom111ar with the twe of materlals being installed and the manufacturer's recommended methods of Installation and who shall direct ell work performed under this section. 8. Manufacturer's directions and detailed drawings shall be followed In all cases 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 state laws, rules and regulations governing or relating to any portion of this work ore hereby Incorporated Into and made 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 some. However, when these specifications and drawings coll for or describe materials, workmanship, or construction of a better quality, higher standard, or larger size than ls required by the above rules and regulations, the provisions of these specifications and drawings shall toke precedence. 0. All materials supplied for this project shall be new and free from any defects. All defective materials shell be replaced Immediately at no additional cost to Owner. E. The Contractor shall secure the required licenses and permits including payments of charges and fees, give required notices to public authorities, verify permits secured or arrangements made by others affecting the work of this section. 1.0~ SUBMITTALS A. Materials List: 1. After award of contract end before any Irrigation system materials are dellvered to the job site, submit to the Owner o complete list of all irrigotlan systems, materials, or processes proposed to be furni!hed 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, furnleh the manufacturer's recommendations as to the method of Installation. 3. No substitutions 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 liability under the guarantee, Such warranties shall only supplement the guarantee. B. Substitutions: If the Irrigation Contractor wishes to substitute any equipment or materials for those equipment or moterlals listed on the irdgotlon drawings and specifications he may do so by ~rovldlng 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, techn!cal 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 fom!lior with the locations, size end detail af points of connection provided as the source of water, electrical supply, and telephone line connection to the irrigation system. 8. lrrlgotlon design Is based on the ovalloble static water pressure shown on the drawings. Contractor shall verify static water on the project prior to the start of construction. Should o discrepancy exist, notify the Landscape Architect and Owner's authorized representative prior to beginning construction. C. Prior to cutting into the soil, the Contractor shall locate oil cables, conduits, sewer septic tonks, and other utllltles cs ore commonly encountered underground and he shall take proper precautions not to damage or disturb such Improvements. If a conflict exlets between the such obstacles and the proposed work, the Contractor shell promptly notify the Lande.cope Architect and Owner who will arrange for relocations. The Contractor will proceed in the same manner if a rock layer or any other such conditions are encountered. 0. The Contractor shall protect all existing util!tfes and features to remain on and adjacent to the project site during con!tructlon. Contractor shall repair, ct his own cost, all damage resulting from his operations or negllgence. E. The Irrigation Contractor shall coordinate with the General Contractor for Installation of required sleeving as shown an the plan!. 1.06 INSPECTIONS A. B. C. The Contractor shall permit the Landscape Architect and Owner'! authorized representative to visit and inspect at all times any port of the work and shall provide access for such visits. In addition, the City Inspector will ask for a preconstructlon meeting and periodic Inspections. 'Where the specifications require work to be tested by the Contractor, it shall not be covered over until accepted by the Landscape Architect, Owner's authorized representoti..,.e, and/or governing agencies. The Contractor !hall be solely responslble notifying the Landscape Architect, Owner, and governing agencies, a minimum of 48 hours in advance, where and when the work le 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 will be required for the following at a minimum: 1. Sleeving 1.08 A. B. 1.09 A. B. C. 0. 1.10 A. B. C. 0. 1.11 A. B. safe for 2. System layout 3. Pressure test of irrigation main line (Four hours at 125 PSI or 120~ of static water 0. E. pressure, which ever Is greater). 4. Coverage test of Irrigation system. 5. Flnal Inspection prior to start of maintenance period 6. Final acceptance Site observations and testing will not commence without the record drawings as prepared by the Irrigation Contractor. Record drawings must complete and up to date for each site visit. CLEANUP ANO DISPOSAL Dlspo!e of waste, trash, and debris In accordance with oppllcable laws ond ordinances and as prescribed by authorities having ;.irtsdictian. Bury no such waste moterlal and debris on the site. Burning of tra5h and debrfs w!II not be permitted. The Contractor shall remove and dispose of rubbish and debris generated by his work and workmen ct frequent Intervals or when ordered to do so by the Owner's authorized representative. At tho time of completion the entire site will be cleared of tools, equipment, rubbish and debris which shall be disposed of off-!lte In a legal dlsposol area. TURNOVER ITEMS Record Drawings: 1. Irrigation as-bullt plans are requlrtid to be submitted. Submittal of as-buHt 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 as-built plans to be drafted clearly to the sotlefoction of the City, and the final plans shall be submitted to the City for their keeping. 4. The F!nol as-built plans will be required to be approved and signed by the City prior to release of securities. 5. 6. The changes and dimensions shall be recorded !n a legible and workmanlike manner to the satisfaction 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 buildings, sidewalks, curbs, etc. shall be shown. Data on record drawings shall be recorded on a day to day basts O! the project ls befng Installed. All lettering on drawings shall be minimum 1/8 inch In size. 7. Show locations and depths of the following items: a. Point of connection (includlng water meters, backnow preventers, master control valves, etc.) b. Routing of !prlnkler pressure llnes (dimen!lons shown at a maximum of 100 feet along routing), including slee .... es for pipe and wire. c. Boll valves d. Automatic remote control vol..,.es e. Quick coupl!ng valves f. Routing of control wires g. Jrrigotion controllers h. Related equipment (as may be directed) 8. Maintain record drawings on site at oU times. Upon completion of work, transfer all as-built Information and dlmensfons to reproducible sepia prints. Controller Charts: 1. Record drawing! must be approved by Landscape Architect end/or Owner's authorized representative before charts are prepared. 2. Provide one controller chart for ooch automatic controller. Chert ::ihall show the area covered by the particular controller. 3. The chart Is to be o reduced copy of the actual •record• drawing. In the event the controller sequence ls not leglble when the drawing la reduced, It shall be enlarged to a readable size. 4. 'Mien completed and approved, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum 20 mile in thickness. Operation and Maintenance Manuals: 1. Two lndivldually 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 followlng Information: a. Index sheet stotrng Contractor's address and telephone number, b. duration of guarantee period, list of equipment lncludtng names and addresses of local manufacturer representatives. Operating and maintenance Instructions for all equipment. c. Spore ports lists and related manufacturer information for all equipment. Equfpment: 1. Supply as a port of this contract the follow!ng Item!: a. Two (2) wrenches for disassembly and odj.Jstment of each type of sprinkler head used In the Irrigation system. 2. b. c. d, •• f. Three 30-lnch eprinkler keys for manual operation of control valves. Two keys for each automatic controller. Two quick coupler keys with a 3/4" bronze hose bib, bent nose t:,pe with hond wheel and two coupler lid keys. One "olve box cover key or wrench . One 5-foot tee wrench for operating gate val..,.es ,3 Inches or larger (If used). g. Sfx extra sprinkler heeds of each s!ze and l)?e, The above equipment shall be turned o"er to Owner's authorized representative at the finol Inspection. COMPLETION At the time of the pre-maintenance perfod Inspection, the Landscape Architect, Owner's authorized representative, end governing agencies will inepect the work, and if not accepted, wlll prepare a list of Items to be completed by the Contractor. At the time of the post-maintenance period or final Inspection the work will be reinspected and final acceptance w!II be in writing by the Landscape Architect, Owner's authorized representative, and governing agencies, The Owner's authorized representative shall ho"e final authority on ell portions of the work. After the system has been completed, the Contractor shell in!truct Owner'! authorized representative In the operation and maintenance of the Irrigation system and shall furnish a complete set of operating and maintenance Instructions. Any settlfng 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 oddltlonal 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. GUARANTEE The entire sprinkler system, Including all work done under this contract, shall be unconditionally guaranteed against all defects and fault of materlol and workmanship, Including settlfng of backfilled areas below grade, for a period of one (1) year followlng the filing or the Notice of Completion. Should ony problem with the Irrigation system be discovered within the guarantee period, it shall be corrected by the Contractor at no additional expense to owner within ten (10) calendar days of receipt of written notice from Owner. When the nature of the repairs as determined by the Owner constitute an 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 neceeeary repairs to correct same, shall be repaired to the satisfaction of the owner by the Contractor, all at no additional cost to the Owner. Guarantee shall be submitted on Contractors own letterhead a! follows: GUARANTEE FDR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler Irrigation system we ha"e furnl!hed and Installed Is free from defects In materials and workmanship, and the work hos been completed in accordance with the drawing! and specifications, ordinary wear and tear and unusual abuse, or neglect excepted. We agree to repair or replace any defective materlal 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 coet to the owner. We i5holl make such repairs or replacements within 10 calendar days followlng written notification by the owner. In the event of our failure to make such repairs or replacements within the time specified after receipt of written notlce from owner, we authorize the owner to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon demand. PROJECT NAME: PROJECT LOCATION: CONTRACTOR NAME: ADDRESS: TELEPHONE: SIGNED: DATE: Wark which foils testing and Is not accepted will be retested. Hourly rates and expenses of the Landscape Architect, Owner's authorized representative, and governing agencies Port 11 -MATERIALS for relnspectlon or rete!ting will be paid by the Irrigation Contractor at no additional expense to Owner. 2.01 SUMMARY STORAGE AND HANDLING 1.07 A. Use all means necessary to protect Irrigation system materials before, during, and ofter Installation and to protect the !nstollatlan worl< and materiale of all other trodes. In the 2.02 e"ent of damage, Immediately make all repairs and replacements necessary to the Use only new materials of the manufacturer, size and type shown on the drawings and specifications, Materials or equipment Installed or furnished that do not meet Landscape Architect's, Owner's, or go .... emlng agencies standards will be rejected and shall be removed from the site at no expense to the Owner. PIPE B. acceptance of the Landscape Architect and Owner and at no additional cost to the Owner. A. Pressure supply line from point of connection through bockflow prevention unit shall be Type K "hard" copper pipe. Exercise care In handling, loading, unloading, and storing plastic pipe and fittings under cover until ready to install. Transport plastic pipe only on a vehicle with a bed long B. Pressure eupply line installed over structure shall be Type K "hard" copper pipe. Copper pressure supply line Installed over structure shall be secured to the concrete slob using Architect approved fasteners. enough to allow the pipe to lay flat to ovoid undue bending and concentrated external load. C. Pressure supply lines 2 Inches In diameter and up ta 3 fnches In diameter downstream of backflow prevention unit shall be Class 315 solvent weld PVC. Piping shall conform to ASTM D2241. C: \DRAWING FILES\ TITLE SHEETS\CLS8-IP.0WG REVlSED: 5;15;2012 --JW ------\ D. Pressure supply lines 1 1/2 Inches in diameter and smaller downstream of the backflow prevention unit shall be Schedule 40 solvent weld PVC conforming to ASTM 01785. E. Non-pressure l!nes 3/4 inches In diameter and larger downstream of the remote control valve shall be Closs 200 PVC. Non-pressure piping shall conform to ASTM D2241. 2.03 METAL PIPE AND FITTINGS A. Brass pipe shall be 85 percent red brass, ANSI, IPS Standard 125 pounds, Schedule 40 screwed ptpe. B. Bross fittings shall be medium brass, screwed 125-pound class. C. Copper pipe shall be "hard" Type K. 0. Copper fittings shell be soldered type. 2.04 PLASTIC PIPE ANO FITTINGS A. Pipe shell be marked continuously with manufacturer's name, nomlnol pipe size, schedule or class, PVC t)'?e and grade, National Sanitation Foundation approval, Commercial Standard! designation, end dale of extrusion. B. All plastic pipe shall be extruded of on Improved PVC virgin pipe compound In accordance with ASTM D2241 or ASTM D1784. C. All PVC fittings shall be standard weight Schedule 40 end shell be injection molded of on 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 02466. D. All threaded nipples shall be standard weight Schedule 80 with molded threads and eholl conform to ASTM 01785. E. All !olvent 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 consi!tency, not gel-like or ropy. Solvent cementing shall be In conformance with ASTM D2564 ond ASTM 02855. F. 2.05 A. B, C. 2.06 A. C. 'Mien connection le plastic turn with a strop wrench. equal. VALVES Ball Valves: to metal, female adopters shall be hand tightened, plus one Joint compound shall be non-lead base Teflon paste, tape, or 1. Ball valves shell be of the manufacturer, size, and type Indicated on the drawings. 2. Ball valve! shall be double union design, Sch. 80 PVC blocked, with Teflon boll seats. End connector carrier and stem are to have either EPDM or Vlton 0-rlngs. Boll volves ore to hove threaded connections. 3. All ball valves shall hove a minimum working pressure of not less than 125 p!I and shat( conform to AWWA standards. Quick Coupler Valves: 1. Quick coupler valves she[( be of the manufacturer, size, and type Indicated on the drawings. 2. Quick coupler valves shall be brass wtth a wall thickness guaranteed to withstand normal working pressure of 150 psi without leakage. Valves shall have 3/4 female threads opening at base, with two-ptece body. Valves to be operated only with a coupler key, designed for that purpose. Coupler key !s Inserted Into valve and a positive, watertight connection shall be made between the coupler key and valve. Hinge cover shall be the locking type constructed of brass with a rubber-like vin)i cover. Automatic Control Valves: 1. Automatic control vol..,.es shall be of the manufacturer, size, and twe Indicated an the drawtngs. 2. Automatic control valves shall be electrically operated. VALVE BOXES Valve boxes shall be fabricated from a durable, Weather-resistant plastic materiel resistant to sunlrght and chemical action of soils. The cover and box shall be capable of sustaining a load of 1,500 pounds. 0. Valve box extensions shall be by the some manufacturer as the valve box. E. Automatic control valve boxel!I shall be 16"x11"x1r rectangular size. Valve box cavers shell be "heat branded• In 2• high letters •RcV" with the Yolve Identification number. f. Ball valve, flush vol..,.e, master valve and quick coupler valve boxes shall be 10• circular size. Valve box covers shall be '"tan" In color and '"heat branded" In 2" high letters with either "BY", "FY", "MY" or •acV". 2.07 2.08 A. B. 2.09 A. B. C. D. 2.10 A. AUTOMATIC CONTROLLER Automatic controller !hall be of the manufacturer, size, and type Indicated on the drawings. ELECTRICAL All electr!cal equipment shell be NEMA Type 3, waterproofed for exterior lnstollatlons. All electrical work shall conform to local codes and ordinances. LOW VOLTAGE CONTROL WIRING Remote control wire shall be direct-burial AWG-Uf type, size cs Indicated on the drawings, and in no case smaller than 14 gouge. Connections shall be either epoxy-sealed pocket type or Penn-Tite connector!. Ground wire! shall be white In color. Control wires ehoU be red (where two or more controllers are used, the control wires shall be a d!fferentcolor 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 directional changes in control wire routing. IRRIGATION HEADS 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. Part 111 -EXECUTION 3.01 SITE CONDITIONS A. Inspections: 1. Prior to all work of this section, carefully Inspect the lnstol!ed work of all other trodes and verify that all such work Is complete to the point where this installation may properly commence. 2. Verify that lrrlgotfon system may be Installed In strict accordance with ell pertinent codes and regulatione, the original design, the referenced standards, and the manufacturer's recommendations. 8. Discrepancies: 1. In the event of discrepancy, Immediately notify the Landscape Architect or Owner's authorized representotl'r'e. 2. Do not proceed with lnstaUotlon in areas of discrepancy until all discrepancies have been resolved. C. Grades: 0. 1. Before starting work, carefully check all grades to determfne that work may safely proceed, keeping within the specified materiel depths with respect ta finish grade. 2. Final grades !hell be accepted by the Engineer before work on this section will be allowed to begin. Field 1. 2. 3. Measurements: Make all necessary measurements In the field to ensure precise nt of Items In accordance with the original design. Contractor shall coordinate the installatlon of all Irrigation materials with all other work. All scaled dimensions are approximate. The Contractor shall check and verify al( size dimensions prior to proceeding with work under this section. Exercise extreme care In excavating and working near existing utilitles. Contractor shall be responsible for damages to utilities which ore caused by his operations neglect. Underground Service Alert Call, TOLL FREE PREPARED BY: E. Diagrammatic Intent: The drawing! are essentially diagrammatic. The size and location of equipment and fixtures are drown to scale where possible. Provide offsets In plplng changes In equipment locations as necessary to conform with structures and to ovoid obstructions or connlcts with other work at no add[tlonol expense to Owner. F. La)'Out: 1. Prior to installation, the Contractor !hall stake out all pressure !upply lines, routing and location of sprinkler heads, valves, bockflow preventer, and automatic controller. 2. Layout Irrigation system and make minor ad}Jstments required due to differences between elte and drawings. 'Where piping Is shown on drawings under paved areas, but running parallel and adjacent to planted areas, Install the piping In the planted areas. G. Water Supply Connections to, or the Installation of, the water supply shell be at the location! shown on the drowlngs. Minor changes cau!ed by actual site conditions shoU be mode at no odditlonol expense to Owner. H. Electrical Service: 1. Connections to the electrical supply shall be at the locations shown on the drawings. Minor change! caused by !Ile conditions shall be mode ct no additional expense to Owner. 2. Contractor shall make 120 volt connection to the Irrigation controllers. Electrical power source to controller locotlons shall be provided by others. 3.02 TRENCHING A. Excavations shall be straight with vertical sides, even grade, end support pipe continuously on bottom of trench. Trenching excavation shall follow layout Indicated on drawings to the depths below finished grade and as noted. Where lines occur under pa..,.ed area, these dimensions shall be considered below subgrade. B. Provide minimum cover of 18 Inches on pres!ure supply lines 2 Inches and !maller, or as available when Installed over structure. C. Provide minimum cover of 12 Inches for control wires, or as available when Installed over structure. D. F. Provide minimum caver of 12 Inches for non-pressure lines, or as available when installed over structure. Pipes fn!talled in a common trench shall have a 4 inch minimum space between pipes. 3.03 BACKFILLING A. Backfill material on all I1nes 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 pipe and uniformly on both sides for tho full wtdth of the trench and the full length of the pipe. Backfill materials shall be sufficiently damp to permit thorough compaction, free of voids. Backfill shall be compacted ta dry density equal to adjacent undisturbed soil and shall conform to adjacent grades. C. Flooding In Heu of tamping Is not allowed. O. Under no circumstances shall truck wheels be used to compact backfill. E. Provide sand backfill a minimum of 6 Inches over and under all plpfng under paved area!. 3.04 PIPING A. Piping under existing pavement may be Installed by jocking, boring, or hydraulic driving. No hydraulic driving ls permitted under asphalt pavement. B. Cutting or breakfng of existing pavement is not permitted. C. Carefully Inspect all pipe and fittings before Installation, removing dirt, scale, burrs reaming. Install pipe with all markings up for vi!ual Inspection and ver!flcotion. 0. Remove all dented and damaged pipe sections. E. All llnea shall hove a minimum clearance of 6 Inches from each other and 12 Inches from lines of other trades. F. G. Parallel lines shall not be installed directly over each other. In solvent we(dlng, use only the specified primer and solvent cement and make oil joints In strict accordance with the manufacturer's recommended methods including wiping all excess solvent from each weld. Allow solvent welds at least 15 minutes setup time before moving or handling and 24 hours curing time before filling. H. PVC pipe shall be Installed In a manner which wlll provide for expansion contraction O! recommended by the pipe manufacturer. I. Centerlood ell plastic pipe prior to pressure testing. J. All threaded plostlc-to-plastlc connections shell be assembled using Teflon tape or Tenon pesto. K. For plastic-to-metal connections, work the metal connections first. Use a non-hardening pipe dope an all threaded plo!tic-to-metal connections, except where noted otherwise, All plastic-to-metal connections shell be made with plastic female adapters. L All connections between PVC lateral lines shall be mode using Sch. 40 PVC fittings with compression adapters. All connections between dripperllnes to be mode using compression flttrngs of manufacturer of the drfppertlne. Use no pipe dope, Tenon tape, primer or solvent cement on compression fittings. 3.05 CONTROLLER A. The exact locotlon of the controller shall be approved by the Landscape Architect or Owner's authorized representative before Installation. The electr!cal service shell be coordlnoted with this location. 8. The Irrigation Contractor shall be reeponsible for the final electrical hook up to irrigation controller. C. The Irrigation system shall be programmed to operate during the periods of mlnimal use of the de!lgn area. 3.06 A. B. C. 0. E. CONTROL WIRING Low voltage control wiring shall occupy the some trench and shall be Installed along the some route as the pressure supply lines whenever possible. Where more than one wtre Is placed In a trench, the wiring shall be toped together In o bundle at Intervals of 10 feet. Bundle shall be secured to the mainline with tape at intervals of 20 feet. All connections shell be of on approved type and shall occur tn o valve box. Pro'r'tde an 18 Inch service loop at each connection. An expansion loop of 12 Inches shall be provided at each wire connection and/or directional change, and one of 24 inches shell be provided at each remote control valve. A continuous run of wire shall be used between a 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 ball valves ore ta be lnstalled In the opproxfmote locations Indicated on the drawings. B. Valve shall be lnetolled In ehrub area! whenever possible. C. Install all valves as Indicated In the detail drawings. D, Valves to be Installed In valve boxes shall be Installed one valve per box. 3.08 VALVE BOXES A. Valve boxes shall be installed In shrub areas whenever poesible. 8. Each valve box shell be installed an a foundation of 3/4 Inch gravel backfill, 3 cubic feet minimum. Val"e boxes shall be Installed with their tops 2 Inches above finish grade In ground cover areas. 3.09 MISCELLANEOUS EQUIPMENT A. Install all assemblies speclfled herein according lo the respective detail drawings or specifications, using best standard practices. 8. Quick coupler valves shall be set approximately 12 inchee from walks, curbs, header boards, or pa..,.ed areas where applicable. 3.10 FLUSHING THE SYSTEM A. Prior to Installation of sprinkler nozzles, the valves shall be opened and a full head of water used to flush out the lines and risers. 8. Sprinkler nozzles shall be installed after flushing the system hos been completed. 3.11 ADJUSTING THE SYSTEM A. Contractor shall adj.Jst valves, align heads, end check coverage of each system prior to coverage test. 8. If It Is determined by the Landscape Architect or Owner'e authorized representative that additional od;_istments or nozzle changes will be required to provide proper coverage, ell necessary changes or adjustments shall be resubmitted to city prior to lnstallotlon. C. The entire system shall be operating properly before any planting operations commence. 0. 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. Oo 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. 8. The Contractor shall be solely responsible for notifying the Landscape Architect, Owner, and governing agencies, a minimum of 48 hours In advonce, where and when the work Is reedy for testing. C. 'Mien the sprinkler system ls completed, the Contractor shall perform o coverage test of each system In Its entirety to determine if the water coverage for the planted areas Is complete and adequate in the presence of the Landscape Architect. D. The Contractor !hall furnish all materials and perform all work required to correct any Inadequacies of coverage due to deviations from the plane, or where the system has been wll!fully Installed as indicated on the drawings when It Is 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 an)' planting. E. final Inspection will not commence without record drawings as prepared by the lrrlgotlon Contractor. 3.13 COOROINA TE THE CITY LANDSCAPE INSPECTION SCHEDULE Sleeving/Grading A. Sleeve diameter, type, depth and location 8. Soll surface drainage, elevation and trash (Including weeds & rubble) Irrigation System Rough-!n A. Trench depth and location 8. Pipe size and clo!s B. Pressure test (125 psi for 6 hours) final Irrigation: A. Vo!ves, boxes and wiring B. Controller operation and schedule C. Sprinkler, bubbler and/or drip emitter type, flow rote and quantity per plant D. Overall operation & As built 3.1~ MAINTENANCE During the maintenance period the Contractor shall ad)Jst and molntaln the Irrigation system in a fully operational condition providing complete irrigation coverage to all intended plantings. 3.15 COMPLETION CLEANING Cleon-up ehall be made as each portion of the work progresees. Ref\.use and excess dirt shall be removed from the site, ell walks and paving shall be broomed, and any damage sustained on the work of others sholl be repaired to orfglnal conditions. END OF IRRIGATION SECTION APPRO \/[0 FOR !RR/GA TION AND PLAN TI/\/G ONLY, INC'LUDING PR[C'/S[ LOCA T/0/'v OF PLANTING AREA. " AS B U I LT" RCE ___ _ EXP. ____ _ DATE REVIEWED BY: INSPECTOR DATE uTI CITY OF CARLSBAD PLANNING DIVISION SHEETS 17 LANDSCAPE [MPROVE:ME:N'l' PLANS FOR: STATE STREET TOWNHOMES CARLSBAD,CA IRRIGATION SPECIFICATIONS APPROVED: 1-800 422-4133 SUMMERS/MURPHY & PARTNERS, INC. ll---+--+--------------1----t--f----t---J =~P=LA::::NN::::IN=G======;---;:=======::;-;:::=== LANDSCAPE ARCHITECTS DWN BY: TWO WORKING DAYS BEFORE YOU DIG 34197 COAST HIGHWAY, SUITE 200 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: __ _ fg1~f4~~-l1N446CALWE<_~~1~)9£!~-~631 DESIGNER OF WORK REVISION DESCRIPTION OTHER APPfWVAL CITY APPROVAL RVWD BY: PROJECT NO. CT 13-05 DRAWING NO. 484-2L II 'C---::::= -------- NOTE: STOPPING SIGN DISTANCE (SSD-150') - ~----NOT A PART REFER TO MODEL SET DRAWING# 484-2M. • 0 NOTES: PROPERTY LINE ~---36" HIGH FLOW THROUGH PLANTER (TYPE A) I - GF=38.90 GF=39.20 GF=39.10 " UNITB3 FF~39.70 PAD----36.00 - GF"39AO -PUBLIC UTILITY EASEMENT- GF~39.10 " UNIT BJ FF"40,00 PAD=39.10 36 .-- GF=39,SO ,. UNIT83 FF=40.00 PAD=39.10 I I ■ ,-- ■ I I I I I i // I I / ■ / = 950 n ~--36" HIGH FLOW THROUGH PLANTER (TYPE A) GF=3S.7 ,,=!,b,!IIFY " UNITB4 UNITS~ FF=40,00 PAD=39.10 / / _,,/ ■ FF=40,00 PA0=39.10 ,,, III] / / / / / / / A5 / 0 / / / / / C UBLIC UTILITY EASEMENT- --- I- NOTE: ROOT BARRIERS TO BE INSTALLED DEEPER THEN 24" AND CONTINUOUS (360 DEG.) AROUND ROOT BALL.-SEE ROOT CONTROL BARRIER DETAIL. TYPICAL IN ALL PLANTING AREAS WITH WATER ri41'TER. I -. -,- (g . I ,---36" HIGH FLOW THROUGH PLANTER (TYPE A) - ~--NOTE: A MINIMUM OF 3" 0 ANIC MULCH SHALL BE ADDED IN \ \ \ ' / / / / "NOTES: $LOPES 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/ 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 SHALL 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 15AND APRIL 15. THE COVER CROP AND/OR REINFORCED STRAW MAT SHALL BE USED THE REMAINDER OF THE YEAR. b. STANDARD #2 -GROUND.COVER 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 COVERAGE WITHIN ONE YEAR). c. STANDARD #3--LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-314 INCH LINERS) 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 STEl;PERAND: A. 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1. B. 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 6:1 REQUIRE STANDARD #1 (COVER CROP) WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS. A. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. B. A POTENTIAL EROSION 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 11TLE $HEETS CLSB-IP.DW(: REVISED: 3 14 2016 NON-TURF PLAN AREAS WITH SLOPES LESS STEEP THEN 3:1 TO COVER OIL SURFACE COMPLETELY. \..\.. ~ ~ C " " -· 1 II 20' NORTH ' ------: '=-'=:..':-a"""".,.. PLANTING SCHEDULE SYMBOL BOTANICALNAME I COMMON NAME CONT. QTY; NOTES DTL SIZE . TREES . 0 PRUNUS CAROLINIANA 'MONUS' 24" BOX 17 ~tandard 1,2,3,4 BRIGHT 'N' TIGHT CAROLINA 7, LAUREL SH.16 0 PODOCARPUS M. 'MAKI' 24" BOX 26 ~tandard 1,2,3,4 SHRUBBY YEW PINE 7, ~ SH.16 SYAGRUS ROMANZOFFIANA 36" BOX 20 ~tandard 1,2, 8 QUEEN PALM A\ SH.16 0 TRISTANIA CONFERTA 24" BOX 19 Standard 1,2,3,4 7, BRISBANE BOX I OU <O VINES /2\' " ~ FICUS REPENS CREEPING FIG 15 GAL. 40 10'0.C, NOTE: GROW VINES 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. MINIMUM, 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. 5. TREES PLANTED WITHIN 5' OF A PUBLIC SIDEWALKS SHALL BE INSTALLED WITH ROOT BARRIERS APPROVED BY THE CITY. REFER TO ROOT BARRIER DETAIL 31 SHEET16 5 SH.16 0 20 40 60 80 TYPICAL WATER METER PLANTING DETAIL . : ' _i : : [··-·-·-""""'"-i . i .--' ---+--' . -,-' . . ' ..... .... I A : : : A -l ----. A -. =J I : I . ;--~----~-; ... ' -----: : . -~ I'-. ' .( --, ~- I w I■ ~ -' GF=38.70 '-l,., V I I 39 I I I I . I ... --: '" .. Aj r, ----: . . -- .... . -•--------' ' ~ . ~ -·- GF=38.90 38 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 MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS, I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. ALL PLANTING AREAS TO HAVE POSITIVE SURFACE DRAINAGE (MIN. 2%)AWAY FROM STRUCTURES, AND TERMINATE IN AN APPROVED DRAINAGE SYSTEM. AFTER ROUGH GRADING, SOIL SAMPLES SHALL BE TAKEN FROM ENOUGH LOCATIONS ON THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. 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: a. ORGANIC MATTER CONTENT b. N.P,K c. pH d. EC e. SOIL TEXTURE (SILT, CLAY, SAND) I. RECOMMENDATIONS FOR AMENDMENTS, LEACHING AND MAINTENANCE FERTILIZATIONS. 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. APPROVED FOR /RR/GA T/ON AND PLAN TING ONLY, INCLUDING PRECISE LOCA T/ON OF PLANTING AREA. "AS BU IL T" RCE ___ _ EXP _____ _ DATE REVIEWED BY: NOTE: ENSURE APPROPRIATE PLANTING AREA AROUND ALL WATER METER LOCATIONS SCALE 1/4" = 1'-0" INSPECTOR DATE Underground Service Alert Call• TOLL FREE 1·800 422-4133 TWO WORKING DAYS BEFORE YOU DIG ,--:::::::N=~u==s,~::::;:::-<--1-?.-,11-;:;o_a;;:;1_1;;:1_11~5~~~~~::~R~E:;;M-O~V~E;:;-D-T~R~EE~~~~~~~~~~~~~~~~~~~~~~~~~~~~:~~~~:~~~Tl===4=1-::.::;C:;I:;::;T:;Y:;::;;::=o:;:;F::=-=c:::;=A::;R;;:;L:;S-:;B;;=A:::;D;:_=-:I ===7=:11 '1q % 1/22/16 CG 2 REMOVED WALL VINES DUE TO SIDEWALK LAYOUT CH NGE '!-'. 1-z.. ~'Z ;:==~:_;=;_;;:;:::::;:::;;:=;p;L;A=;N:;N:::I N==G=:;D:::l=V:::I S:=1=0=:N~===::='...'.===~ " -F-..,;i,,~~..,, t LANDSCAPE IMPROVEMENT PLANS FOR: 7~;;~;: 317/16 CG ADDWALLVINESDUETOSIDEWALKLAYOUTCHANGE '--1-,~ ~ STATE STREET TOWNHOMES ~ R•o-:~~~ft' * CARLSBAD, CA <.P'4 Date ~~ l'E: OF CALl'o'i" PREPARED BY: SUMMERS/MURPHY & PARTNERS, INC. lt------+--+--------------+-------+---+-----+---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 OTHER APPROVAL CITY APPROVAL TREE PLANS APPROVED: G:r-~tA PLANNING DWN BY: PROJECT NO. CHKD BY: CT 13-05 RVWD BY: q..-· I -z--i "'7 DRAWING NO. 484-2L NOT APART REFER TO MODEL SET DRAWING# 484-2M - ------ -- ' UNITC ff=42,50 PA0--41.6 ~i'I=' PUBLIC UTILITY EASEMENT~ C C - 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/ 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 SHALL 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 STRAW 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 CHA_RACTERISTICSD (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN_ONE YEAR). c. STANDARD #3 -LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-314 INCH LINERS) 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 ORSTEEPERAND: A. 3' OR LESS IN VERTICAL HEIGHT AND.ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1. B. 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 6:1 REQUIRE STANDARD #1 (COVER CROP) WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS. A. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. B. A POTENTIAL EROSION 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 SHEETS CLSB-IP.DWG REVlSED: 3 14 2016 36 '-----NOTE: ACCENT POTTERY (T?TAL OF 16). ,ff SEE POTLEGEND FOR PLANT VARIETY </ AND SIZE. I (_; ,cj ~ PLANTING SCHEDULE SITE SYMBOL BOTANICALNAME I COMMON NAME @ BAMBUSA MULTIPLEX 'ALPHONSE KARR BAMBOO' ALPHONSE KARR BAMBOO (SJ BAMBUSA MULTIPLEX 'GOLDEN GODDESS' GOLDEN GODDESS BAMBOO 0 BAMBUSA OLDHAMII OLDHAM BAMBOO ® CALLISTEMON 'LITTLE JOHN' DWARF BOTTLEBRUSH ,~ ' CD DIANELLA REVOLUTA 'LITTLE REV' LITTLE REV FLAX LILY @ HAKONECHLOAMACRA JAPANESE FOREST GRASS 0 PHORMIUM T.'DARK DELIGHT' NEW ZEALAND FLAX -----.. ,e [' I -. ~ .... . @ VIBURNUM T. 'SPRING BOUQUET' VIBURNUM 0 WESTRINGIA FRUTICOSA COAST ROSEMARY CONT. SIZE 15GAL. 5GAL. 24" BOX 5GAL. o .... ,. .... , 5GAL. 5GAL. 5GAL. r: -·, - 5 GAL. 5 GAL. - l I \ \ QTY. n ~ ~ ~ 1 ~ LL 76 /4, t;, G:J . & 8 80 GF=39.40 I i I I NOTES 4'0.C. & 2'~6" o.c. 2'-6" o.c. 2'0.C. IL·O U,V, 4'0.C. 14-. 2'0.C 3'0.C. -, --. . . 2'0.C. 2'0.C. ------------- STATE STRE ' UN ff C FF--42.50 POT LEGEND POTI.O. 0 BOTANICALNAME NAM AGAVEATTENUATA SEDUM MORGANIANUM BOUGAINVILLEA 'MONKA' CONT. SIZE QTY. OTL 15 GAL. 1 GAL. 5 GAL. 8 8 8 4/SH5 ll,..,ll-----',PAD=4,;;'·':.,..,1:::i,..___ 0 PHORMIUM 'DAZZLER' ARCTOTIS HYBRID 'BURNEIG' AEONIUM 'SUNBURST' 15 GAL. 1 GAL. 5GAL. 8 8 8 4/SH5 // -(// I I OTL 6/SHH 6/SHH 6/SH1 6/SHH " 6/SHH 6/SHH 6/SH1t 6/SH1t 6/SH1t GF=39.50 ,,,.,,,..- / M - • • • • ·. • • • ~--NOTE: A MINIMUM OF 3" OF ORGAl!!/F MULCH SHALL BE ADDED IN NON-TURF PLANTING AREAS WITH SLOPES LESS STEEP THEN 3:1 TO COVER THE SOIL SURFACE COMPLETELY. -/ / / / / / / / / / / A5 GROUNDCOVER FESTUCA OVINA 'ELIJA BLUE' I-• • '. l 10/L-H ••• 1 GAL. 280SF 12' o.c. ••• BLUE FESCUE g SENECIO MANDRALISCAE 1 GAL 345SF 12' o.c. 10/L-H BLUE CHALK STICKS ~ TRACHELOSPERMUM J. 1 GAL. 100SF 12" o.c. 10/ L-H STAR JASMINE GlliJ TURF GRASS MARATHON II SODDED 1096 SF " " BIO-RETENTION CONT. / I I BOTANICALNAME SYMBOL /COMMONNAME SIZE QTY. NOTES DTL ® CHONDROPETALUM TECTORUM 5GAL. 144 2'-6" 0 CAPE RUSH o.c. 0 JUNCUS INFLEXUS 5GAL. BLUE MEDUSA BRUSH 79 2'0.C. 0 © ✓-- UBLIC UTILITY EASEMENT- C • • • • • • • • • . . . . TYPICAL WATER METER PLANTING DETAIL -I ----·--I I I I I I I I -~ ~ I A A I ' -- -~ ' I I I ,_ C --,-·· -=i--y----=f, I ' - I 1\1\1 + tt L'..' ' ---x I ' ' I I ], 'GF=38.,7CI -,-I -\; I I /! I -;\ I \ -I --\ -\ --\ -\ -I - I I I\ \ I \ \ I \ -; --; -I -- \ I I --\/ 39'1 I \-\ -11 -, \ _j_ I I \ \ I I \ \ -I -\ --j \ L I -\ \ I \ \ I I I ---I ---\ I I \ I I -' \ j \ --' -\ _\ I I I A ~ ~ ---r ' ' I \ G_ F "738 .,~O, -I _\ I \ \ I_ I ) - \ -\ -I I 38 \ I \ - \ I- I \ \ --\ -I I \ --\ - SCALE 1/4" = 1 '-0" NOTE: ENSURE APPROPRIATE PLANTING AREA AROUND ALL WATER METER LOCATIONS 1/22/16 CG i \ -\ I \ . 1" = 20' NORTH 0 20 40 60 80 APPRO VEO FOR !RR/GA T/ON ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE __ _ EXP. ____ _ DATE REVIEWED BY: INSPECTOR DATE Underground Service Alert 3/7/16 CG REVISE SIDEWALK LAYOUT MOVE SHRU S Call• TOLL FREE 1·800 422-4133 TWO WORKING DAYS BEFORE YOU DIG AND ADD SHRUBS APPROVED: PREPARED BY: SUMMERS/MURPHY & PARTNERS, INC.11---:-+--+--------------+--l----l-----+---1 PLANNING LANDSCAPE ARCHITECTS ~::::::::;;::=====;--;========~===::::: 34197 COAST HIGHWAY, SUITE 200 DATE INITIAL DATE DWN BY: DANA POINT, CALIFORNIA 92629 REVISION DESCRIPTION INITIAL DATE INITIAL CHKD BY: --- (949) 443-1446 FAX (949) 443-1631 DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. CT 13-05 DRAWING NO. 484-2L f-I (_:) w I "' z ::, a: f-z s 0 a: [O 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 FILTE 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 PLANTIN 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 --1 o;:;! I [I] f-r Q_ 0 WQ 0 a: LEGEND 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 6 SHRUB PLANTING ---· --------- I ll I i' II I lL --1 o;:;! I al f-f- Q_ 0 -I 11-wo 0 a: =I 0 I I · =I I I:__ I 111 11 = II I " 111 I i' 111 I lilll I 11111 I I I ~ 9 I~ 2x DIAMETER OF ROOT BALL 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. 4 TREE PLANTING WITH DRAINAGE PLANTING TABLET SCHEDULE GRO-POWER PLANTING TABLETS FOR CONTAINER-GROWN PLANTS I 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. 2 PLANT TABLET SCHEDULE & NOTES SOILS ANALYSIS SOIL ANALYSIS SUBMITTED TO THE CITY SHOULD INCLUDE THE FOLLOWING: SOIL TEXTURE PERCENTAGE OF ORGANIC MATTER SOIL INFILTRATION RATE (MEASURED OR DERIVED FROM SOIL TEXTURE/ INFILTRATION RATE TABLES) PH AND TOTAL SOLUBLE SALTS ORGANIC TOP DRESSING ALL PLANTING BEDS TO RECEIVE A LAYER OF ORGANIC TOP DRESSING 'FOREST FLOOR', O"-2" CUT. -SHRUB AREAS TO RECEIVE: 3" LAYER MINIMUM AVAILABLE FROM: AGUINAGA FERTILIZER (949) 786-9558 ~ 5; ::e 8 PALM PLANTING WITH DRAINAGE t-_ _,_ ______________________________ +-_ _._ _______ -p;""'------------'---.!.---------.-----------------L---1------------------,------------------------------------l-,ci'_ PLAN LEGEND 1. (3) ¾" BLACK RUBBER HOSE 2. ½ x 6 LONG GALVANIZED STEEL TURNBUCKLE 3. ½2" BRAIDED CABLE W/ ½" x 3' LONG PVC TUBING 4. (3) 'DUCKBILL' EARTH ANCHORS. MFG. BY VJT. PRODUCTS (619) 673-1760 5. ROOT BALL PREVAILING WIND --1 <l'. ::, 0 w lL _J o;:;! I CO f-f-[L 0 WQ 0 a: 111 1 II I I I I I I~ , ~..,..,..,..--kZ 111 111 111 I NOTE: --1 <l'. ::J 0 w =I I =--' _111ill1 1141 ' 24" FOR 36" BOX TREES AND LARGER 9 TREE GUYING 0 X ~ -~ -. . . + . . ~ + -~ + -~ + -~ + + -~ + + + + + + + + 4 + + -~ + -~ + + + + + + + + + + + + 11 .. .ti 1~111 ... n I. .. 11 I. .. ii F~ I. . .ii I .. -~ l~it 1m1i I. .. ~ I ... ii imll l. .. ii lmn I.. }1 i~n LEGEND 1. GROUND COVER PLANT FROM FLA TS OR LINERS ATTACH GUYS TO MAJOR TRUNKS ONLY. FOR PLANTING, REFER TO TREE PLANTING DETAIL FOR 24" BOX TREES OR SMALLER 7 TREE STAKING EDGE OF PAVING, SIDEWALK, WALL, OR CURB • • "' • • D/ \D • '--~ • D • C,J • • • • • LEGEND 1. 'CINCH-TIE' BY V.I.T. 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: lvllNllvlUM 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. 0 ,0 2x ROOTBALL DIA. SECTION VIEW SCALE: 1/2" = 1 '-0" 3 ROOT CONTROL BARRIER LEGEND TREE -----:.1 TRUNK 5' t 5' _,.--PLANTER ~-m--l-~=;:::=~~=::::;:=ROOT -CONTROL PLAN VIEW NOTTO SCALE LEGEND BARRIER SIDEWALK CURB 1. CONCRETE PAVING -REFER TO PLANS 2. 12" LINEAR ROOT BARRIER. UB1 2-2 AVAIL. FROM DEEPROOT 800-458-7668 (OR EQUAL) INSTALL WITH TREES 6' FROM ANY HARDSCAPE.REFER TO PLAN ABOVE. 3. ROOT BALL 4. AMENDED BACKFILL MIX 5. NATIVE SUBGRADE NOTES: FOR PLANTING, REFER TO TREE PLANTING DETAIL. FOR STAKING, REFER TO TREE STAKING DETAIL. 1. APPLY A ONE INCH (1") DIAMETER AMOUNT OF G.E . 2. 3, SILICONC ADHESIVE WITH SIX INCH (6") LONG STAINLESS STEEL WIRE TO SURFACE, TRIANGULAR SPACED LOCATIONS ESPALIER OR VINE -SEE PLANTING PLAN FOR SIZE FENCE OR WALL 1 1 CONTAINER SIZE 1 GALLON 5 GALLON 15 GALLON 24" BOX 30" BOX 36" BOX 48" BOX I, 1 A k . .............. . • < • ' ••••••• ' •••• . -' ............. . ................. 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 ROOTBALL APPRO \/ED F'OF~ PLAN VIEW /RR/GA T/ON Al\/0 PLAN TING ONLY, INCLUDING PRECISE LOCATION or PLA/\/TING PLANT PIT SIZING CHART AREA. "AS BU IL T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE I s~~T I CITY OF CARLSBAD SHEETS PLANNING DIVISION 17 11----+--+---------------1-----1------1~--l------l LANDSCAPE IMPROVEMENT PLANS FDR: gn ure 7-31-16 2. 2" DEEP MULCH NOTE LOCATION PLANTS SPACED EQUAL DISTANCE (D) FROM EACH OTHER AS SHOWN. -----~----~---'"0..:::--~1 Underground Service Alert STATE STREET TOWNHOMES CARLSBAD, CA 3. FINISH GRADE 4. PREPARED BACKFILL-SEE SPECIFICATIONS FOR TYPE AND DEPTH 10 GROUND COVER PLANTING C: DRAWING FILES TITLE SHEETS CLSB-IP.OWG RE\llSED: 5 15 2012 D -AS NOTED ON PLAN 5 VINE PLANTING Call, TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG PLANTING DETAILS I APPROVED: I , /,\ PREPARED BY: lf-----+----+---------------+----+---lf.---1-----1 'tz;_.a l:r-B.Lott: SUMMERS/MURPHY & PARTNERS, INC. lf-----+----+---------------+----+---lf.---1-----1 PLANNING LANDSCAPE ARCHITECTS ;=-=:.=.:=.:::::.=:.=:.=:.=:.=:.=:::;-;:::_=-=-=-=-=-=-=-=-=-=-=-=-=-=-,=:-:::======: 34197 COAST HIGHWAY, SUITE 200 lf-cc-DA""TE=--+~1N=11T,--IA.,-L +---------------l--D-Af-E-+1-NI-TIA-L-+--□A-T-E -+-1-Nl-rlA-L-l DWi'I BY: ---PROJECT NO. DRAWING NO. DANA POINT, CALIFORNIA 92629 ReVISION DESCRIPTION CHKD BY:-~ CT 13 05 484 2L (949) 443-1446 FAX (949) 443-1631 DESIGNER OF WOHX ~ 1 OTHER APPROVAL CITY APPFWVAL RVWD BY: -- 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. Hydroseed Turf Hydroseed all areas designated as 'Hydroseeded 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 added to the mixture after the seed and when the tank is at least one-third filled with water. All fiber mulch shall be added 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 hydromulching 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. 11. 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 OGC (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\TITLF SHEETS\CLSB IP.DWG RFVlSED: 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 hydroseeding operation. i. Then allow planting area soil surface to dry out for one (1) day only, prior to the hydroseeding application. Care must be taken not to allow the soil surface to be super-saturated with water prior to the hydroseeding installation. At the same time, the soil surface should not be dry. There should be some residual moisture within the first 1/2" of soil surface. j. Begin the hydroseeding operation in all areas, as specified. 3. Planting Plant trees and shrubs as called out where indivated 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 Planting 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. Hydroseeding Specifications For Slope Areas Hydroseed 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 and 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 Hydroseed Lawn Notes for hydroseed 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 groundleft in a neat, orderly condition. Leave site in broom-clean condition at the end of each working day. 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 days 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) day period. Remove all debris from site and keep the entire site broom-clean. Mow turf areas weekly. Hydroseeded 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 end 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) days 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 hydroseeded ground cover, and shrubs shall be guaranteed to live and grow to a period of ninety (90) days after installation and acceptance by the Owner. Trees shall be guaranteed for one year. Any material that fails to grow through the specified maintenance and guarantee period shall be replaced by the Contractor at no cost to the Owner. D. 0 bservatio n 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 done in any area where there is such a discrepancy until approval for same has been given by the Landscape Architect. PREPARED BY: ~ APPROVED ror~ !RR/GA T!ON ANO PLAN T/f\lG ONLY, INCLUDING PRECISE LOCA T!ON or PLA/\ITING AREA. "AS BU I LT 1 ' RCE EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF C1\RLSB1\D SHEETS PLANNING DIVISION 17 LANDSCAPE JMPROVEMENT PLANS F'OR: STATE STREET TOWNHOMES CARLSBAD,CA PLANTING SPECIFICATIONS APPROVED: SUMMERS/MURPHY & PARTNERS, INC. ll----+----+--------------1-------l----l----1---l PLANNING LANDSCAPE ARCHITECTS :::;=:::::::::::::::::::==:::::::;--;:::========-::::======: 34197 COAST HIGHWAY, SUITE 200 DArE INITIAL DA·rrc 1N1·r1AL OWN BY: DANA POINT, CALIFORNIA 92629 DATE INITIAL CHKD BY: __ _ (949) 443-1446 FAX (949) 443-1631 DESIGNER OF WORK REVISIOI\I DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. CT 13-05 DRAWING NO. 484-2L I' I tu, ~ I