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Home My WebLink AboutDWG 488-6L; SDP 15-01; THE ROBERTSON CLUB; 01-19ROBERTSON RANCH REC CENTER LEGEND ROBERTSON ROAD AND CARLSBAD, WELLSPRING CALIFORNIA STREET (jJ FF GF PE TW TF BW TS BS CB FG FS HP LP FL oc CB TG INV BB 1.0% 4:1 R GB DIAMETER FINISH FLOOR ELEVATION GARAGE FLOOR ELEVATION PAD ELEVATION TOP OF WALL TOP OF FOOTING ELEVATION BOTTOM OF WALL TOP OF STEP BOTTOM OF STEP CATCH BASIN FINISH GRADE FINISH SURFACE HIGH POINT LOW POINT FLOW LINE ON CENTER CATCH BASIN TOP OF GRATE ELEVATION INVERT ELEVATION BONO BEAM ELEVATION ALIGN GRADIENT IN PERCENTAGE RATIO: 4' HORIZONTAL DISTANCE PER 1' OF VERTICAL HEIGHT RIDGE GRADE BREAK DIRECTION OF FLOW DRAINAGE PIPE ATRIUM DRAIN (33,60) 33.60 HT BCR ECR TC BC EJ SJ SC R RDWD HOR LA MIN MAX MJ TYP PA FOB EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION HEIGHT BEGINNING OF CURB RADIUS END OF CURB RADIUS TOP OF CURB BOTTOM OF CURB EXPANSION JOINT SCORE JOINT SAW CUT RADIUS REDWOOD HEADER LANDSCAPE ARCHITECT MINIMUM MAXIMUM MASTIC JOINT TYPICAL PLANTING AREA FACE OF BUILDING 0 DECK DRAIN 0 TURF DRAIN ,.--31-/ PROPOSED CONTOUR ,...-31 _/ EXISTING CONTOUR (C:::S'\ BERM -BUILT-UP --LANDSCAPE GRADE e -DETAIL REFERENCE -SHEET LOCATION A--SECTION REFERENCE ~-SHEET LOCATION CONSULTANTS ARCHITECT DAHLILN GROUP 5865 OWENS DRIVE PLEASANTON, CA 94588 PHONE: (925) 251-7200 CONTACT: DON RICCI 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 RBF CONSUL TING 5050 AVENIDA ENCINAS CARLSBAD, CA 92008 PHONE: (760) 603-6252 CONTACT: DAVID WIENER STRUCTURAL ENGINEER FMESI, INC. 1800 EAST 16 TH STREET UNIT B SANTA ANA, CA 92701 CONTACT: RAMON WONG PHONE: (714) 835-2800 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 lWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA C: \DRAWING FILES\TITLE SHEETS\XXXX.DWG 5/15/2012 VICINITY MAP CITY OF OCEANSIDE ?a PROJECT SITE CITY OF VISTA j2· " 0' ~~~".'.'.A::;,R--P-": t,)'o~ ~;J-,._o '/,0 PACIFIC OCEAN y u AVE CITY OF ENCINITAS CITY OF ,,__--,'-' SAN MARCOS DEVELOPMENTNAME:TOLLBROTHERS 725 WEST TOWN AND COUNTRY ROAD, SUITE 200 ORANGE, CA 92868 PHONE:650 377-5810 CONTACT: GREG DEACON LOCATION MAP -,.. 5-6-20\6 I/ M~Renew<1I Dote 1 , u'~ Date ~"?' /"<' OF" CALl'ro'I' PREPARED BY: SUMMERS/MURPHY & PARTNES INC LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY SUITE 200 DANA POINT, CA. 92629 949.443.1446 FAX: 949.443.1631 DRAWING INDEX· . SHEET TITLE SHEET NUMBER TITLE SHEET 1 CONSTRUCTION PLANS 2 CONSTRUCTION DETAILS 3 CONSTRUCTION DETAILS to CONSTRUCTION DETAILS 7 CONSTRUCTION SPECIF/CATIONS 8 /RR/GA TION TITLE SHEET 9 /RR/GA TION PLAN 10 HYDROZONE PLAN 11 IRR/G. LEGEND-NOTES 12 /RR/GA TION DETAILS 13 !RR/GA TION DETAILS 14 IRR/G. SPECIF/CATIONS 15 TREE PLAN 16 SHRUB PLAN 17 PLANTING DETAILS 18 PLANTING SPECIF/CATIONS 19 DECLARATION OF RESPONSIBLE CHARGE: CONSISTENT WITH CURRENT STANDARDS. I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS ANO PROFESSIONS CODE AND THAT THE DESIGN IS I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANO 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 HA VE 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: PHONE REGISTR TION NO: 07-31-2016 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 REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIAN E WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULA Tl S TO PR VIDE EFFICIENT USE OF WATER. BY: PHONE REGISTRATION NO: EXP/RAT/ON DA TE: BACKFLOW PREVENTER TESTING: 07-31-2016 ALL /RR/GA TION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER 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 TERBACKFLOWTESTERLIST.PDF FOR RECYCLED OR HTTP: //WWW. CARLSBADCA. GOV /SERVICES/DEPARTMENTS/WATER/DOCUMENTS/WA TERBACKFLOWTESTERLIST.PDF FOR POTABLE OR CALL (760) 438-2722. INSPECTION PROCEDURES: INSPECT/ON PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF WORK, OR HIS DESIGN A TED AGENT. REFER TO THE SPECIF/CATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLA TJON HAS BEEN COMPLETED BY SUBMITTING THE "CERT/FICA TJON OF COMPLETION" FORM. A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. "CERT/FICA TION OF COMPLETION" FORM FAX TO: (760 944 8943. LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 602 4602. 0 co ~ 0 N ?5 ~ "" I-0 w (/) 0 z w :'5 ~ D.. 0 --' 0 Ct'. I-l;g (.) z :'5 D.. D.. 2 (/) 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 LOCA TJONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM \1EW AND PROTECT ALL UTILITIES (ABOVE & BELOW GRADE) FROM INVASIVE PLANT GROWTH AND ROOTS. APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA MAINTENANCE NOTE: HOME OWNERS ASSOC/AT/ON (HOA) WILL BE RESPONSIBLE FOR MAINTENANCE OF ALL LANDSCAPE AREAS . TITLE REVIEWED BY: INSPECTOR "AS BUil T" DATE DATE 08/27115 1 ST. CD LANDSCAPE REVIEW f-0_91_30_11_5+-----+-PLA_N_CD_R_E_-S_UB_M_c__clTT_A_L_OA_T_E _______ l------+-----11-----+----I ~ CITY OF CARLSBAD ~ 03128116 PLAN CD RE-SUBMITTAL DATE L____1_j PLANNING DIVISION ~ 05/06116 PLAN CD RE-SUBMITTAL DATE LANDSCAPE IMPROVEMENT PLANS FOR: ROBERTSON RANCH REC CENTER CARLSBAD.CA TITLE SHEET .f-----1f-----+-----------+--+----1l--------+--._j I APPROVED: ;ii£ 4-' bl\,;,lt ,-~-l<o I _PLANNING . DATE INITIAL DESIGNER OF WORK REVISIO~I DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. SDP15-01 DRAWING NO. 488-6L ' I ! i ' I i ! ' : ' ' ; J S-13 i 1 I u PA ii ,' : *' I I PA . .. ·· LIMIT OF CONSTRUCTION NOTES: i ' P:A, · 1 • 1 . ii 1· : _, _, ! : _; I,'. 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ADJUST AS NECESSARY WHILE MAINTAINING THE DESIGN CONCEPT. 2. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING ANY WORK AND CONTACT LANDSCAPE ARCHITECT FOR AUTHORIZATION IF MODIFICATIONS ARE NECESSARY. 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. 15. AN ENCROACHMENT PERMIT IS REQUIRED FOR THE INSTALLATION OF ENHANCED PAVING WHERE LOCATED WITHIN CITY RIGHT-OF-WAY AND WITHIN PUBLIC UTILITY EASEMENT. LIMIT OF WORK. PA S-8 S-6 FINISH SCHEDULE SYMBOL C0 DESCRIPTION CONCRETE PAVING NATURAL GRAY CONCRETE, MEDIUM SAND FINISH JOINT TYPE: TOOLED POOL DECK 24 x 24 PALAZZO STACKED BOND PATTERN COLOR: BENTLEY WHITE,POL Y SAND IN JOINST FINISH: VENETIAN FINISH, AVAIL. BY: ACKER-STONE MIKE MILLARD (949 241 6669) DET/SHT 1 / S-7 3 / S-7 LIMIT OF WORK SEAT WALL AROUND REC. AREA 21 S-6 S-15 6'-3" P.A. PA _ .... ,n, I,, ... I I 29+00 Hlli ·••·· S-8 --- SIGN LEGEND A PARKING LOT SIGN B HANDICAP PARKING SIGN-PER CITY OF CARLSBAD SPECIFICATIONS C HANDICAP ACCESSIBLE RESTROOM SIGN D WATER EFFICIENT LANDSCAPE SIGN. SIZE SIGN SO THAT IT IS VISIBLE AND READABLE FROM ROADWAY. SIGN SHALL BE WHITE WITH BLACK CAPITAL LETTING AT LEAST 2 INCHES HIGH & SHALL STATE" THIS MODEL HOUSE USES WATER EFFICIENT LANDSCAPING AND IRRIGATION". E PROJECT MONUMENT SIGNAGE NOTES: ALL PROJECT SIGNAGE AND MONUMENTS SHALL REQUIRE A SEP PERA TE PERMIT UNDER THE CITY OF CARLSBAD SIGNAGE REVIEW PROCESS. 301tOO •-➔--" I: Underground Service Alert Call• TOLL FREE 1·800 422-4133 TWO WORKING DAYS BEFORE YOU DIG S-2 S-3 S-11 / S-7 S-14 ----.__J S-1 0 S-3 . ESMT----·-·'"'" r S-4 31+00 .. ., -----: . -- E8 SCALE: 1" = 20' -O" NORTH 0 20 40 60 80 NOTE: ALL PLANTER AREAS ADJACENT TO STRUCTURES TO HAVE 2% POSITIVE SURFACE DRAINAGE. REFER TO CIVIL ENGINEER'S PRECISE GRADING PLAN C0 Gv Cf3) ~ @) (§) Ev SYMBOL LEGEND SYMBOL DESCRIPTION PA FOB EJ PLANTING AREA FACE OF BUILDING EXPANSION JOINT ELECTRIC SERVICE BOX PROPOSED STEP LOCATION TRANSFORMER SLAB BOX STUCCO -COLOR TO MATCH ARCHITECTURE BLGD. CAP :P.LP CONCRETE COLOR: TBS SWIMMING POOL (REFER TO AQUATIC DESIGN GROUP PLANS) DECORATIVE WATERLINE TILE: ZODIAC SATIN 1/2 "x 1" AVAIL. BY: RH&A, ROLLAN HENDERSON (760.898.6061) SPA (REFER TO AQUATIC DESIGN GROUP PLANS) DECORATIVE WATERLINE TILE: ZODIAC SATIN 1/2 "x 1" AVAIL. BY: RH&A, ROLLAN HENDERSON (760.898.6061) WADING POOL (REFER TO AQUATIC DESIGN GROUP PLANS ) DECORATIVE WATERLINE TILE: ZODIAC SATIN 1/2 "x 1" AVAIL. BY: RH&A, ROLLAN HENDERSON (760.898.6061) TUBULAR STEEL FENCE ENCLOSURE METAL COLOR: BLACK ENAMEL TUBULAR STEEL GATE METAL COLOR: BLACK ENAMEL OVERHEAD TRELLIS AT FIREPLACE WOOD: MATCH EAVE COLOR ON ARCHITECTURE COLUMNS: MATCH ARCHITECTURE CAP.: TO MATCH ARCHITECTURE OVERHEAD TRELLIS AT SPA WOOD: MATCH EAVE COLOR ON ARCHITECTURE COLUMNS: MATCH ARCHITECTURE CAP.: TO MATCH ARCHITECTURE OVERHEAD STRUCTURE AT WADING POOL AREA WOOD: MATCH EAVE COLOR ON ARCHITECTURE STUCCO: MATCH ARCHITECTURE CAP.: P.LP CONCRETE COLOR: TBS FIREPLACE STUCCO: TO MATCH ARCHITECTURE CAP.: P.I.P CONCRETE COLOR TO MATCH BLDG. TILE: 8x8 MOUCHETTE BY PINEAPPLE GROVE. PARKING LOT PAVERS: BELGARD ECO DUBLIN COLOR: TUSCANA 1 / S-6 41 S-7 2 / S-3 21 S-5 2 I S-4 3 / S-6 AVAIL. FROM BELGARD PAYERS SETH SEATON (909 754 2542) INSTALL PER CIVIL PLANS. CABANAS (REFER TO ARCHITECTURE'S PLANS) ENTRY GATES (REFER TO ARCHITECTURE PLANS) RETAINING WALL (REFER TO ENGINEERING PLANS) RAMP HANDRAIL (REFER TO ENG. PLANS FOR ELEVATIONS) 5 / S-7 COLOR: TO MATCH ENTRY GATES SYMBOL DESCRIPTION APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA JC>! ALIGN @ CALL OUT Cr. CENTER LINE r STREET LIGHT "AS BUILT" TYP. TYPICAL PROPERTY LINE DATE B I> I> I> □ AD.A PATH OF TRAVEL ~ BIOSWALE RETENTION PLANTER~ EARTH MOUNDING RCE ___ _ EXP. ___ _ REVIEWED BY: INSPECTOR DATE 08/27/15 1 ST. CD LANDSCAPE REVIEW 1-'0=9/=30'-'-/15'-+----+-'-P=LA.:c.:N_.::.CD=..cRc:::Ec_:·S..:cUB=M::.:.IT.c:.TA=L =DA.cc_TE=---------l-----1-----1---+----1 I SH2EET I CIT y OF C AR LS BAD ~ PREPARED BY: SUMMERS/MURPHY & PARTNERS. INC. LANDSCAPE ARCHITECTURES 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CA 92629 949.443.1446 FAX: 949.443.1631 03/28/16 PLAN CD RE-SUBMITTAL DATE :=::==='--=====P:::L=:A=:N:::N:::IN:::G==::=0:::1 V:::IS::::l:::::ON=::::====='..:Lill_J=::::::::9=:=:::; 05/06/16 PLAN CD RE-SUBMITTAL DATE LANDSCAPE IMPROVEMENT PLANS FOR: DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ROBERTSON RANCH REC CENTER CARLSBAD, CA CONSTRUCTION PLANS APPROVED: ~ ~ ~\ ~-\\---r-~-1<..o PLANNING OWN BY: PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: SDP15-01 488-6L 1 2 ELEVATION VIEW SCALE: 1/4" = 1'-0" ELEVATION AT FIREPLACE AND SPA PLAN VIEW SCALE: 1/4" = 1'-0" " ~ ,_ ' 0 ~ "' ELEVATION VIEW SCALE: 1/4" = 1'-0" 24'-8" 12'-4" 19"0.C. 12"0.C. ( TYP.12"0.C. TYP i) U { rp· 11 11 OVERHEAD TRELLIS AT FIREPLACE 12'-4" " __,---i 2 3' k 6' k • ' .. . : :, . :l.t"7.~~i'"=""\aF1-t?:::i,~::-"' c:;:d!°'d,,--,;;__,,_-=~--=c.5.-...2i"""':~"""':;;~;;;,i~ "' . . ~ l ~j .. ' . . ' . ·'/ . ~ 19"0.C. 12"0.C. ( TYP.12"0.C. TYP.f U { fP 1 1 1 N SIDE VIEW SCALE: 1 /4" = 1 '-0" LEGEND 1. 4 x 10 WOOD TRELLIS, NOTCHED 3" OVER BEAM, REFER TO INSET "B" FOR TAIL ENDS, ATTACH TO 8x12 BEAM W/ (2) SIMPSON SOS 1/4"x8", COUNTER SINK SOS SCREWS & PLUG 2. 8 x 12 WOOD BEAM W/ SIMPSON CCO CAP W/ (2) 5/8"x 12" NELSON STUDS, REFER TO INSET "A" FOR TAIL ENDS 3. 4 x 10 CORBELS UNDER TRELLIS BEAMS AT COLUMNS, REFER TO INSET "B" FOR DETAIL. 4. 2' SQUARE STUCCO COLUMN TO MATCH ARCHITECTURE 5. SEAT WALL WITH PIP CAP SEE DETAIL 2, SHEET 6 6. FIREPLACE SEE DETAIL 3, SHEET 6 7. 8. ADJACENT PAVING SEE DETAIL 3, SHEET 7 P.I.P CONCRETE CAP COLOR TO MATCH ARCH. Underground Service Alert PREPARED BY: ignatu 7-31-16 Call• TOLL FREE 1-800 422-4133 SUMMERS/MURPHY & PARTNERS. INC. LANDSCAPE ARCHITECTURES TWO WORKING DAYS BEFORE YOU DIG 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CA. 92629 949.443.1446 FAX: 949.443.1631 "' .. r;, "' 1.l 6',, ' T ,_ ~ ) 1' INSET"B" SCALE: 3/4" = 1 '-0" APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUILT" DATE RCE ---~ EXP. ___ _ REVIEWED BY: INSPECTOR DATE 08/27/15 1 ST. CD LANDSCAPE REVIEW t-0:-:-9/::-:30:-:c/1~5 +----+=PLA=::'N"-C':--'D'--':R=E·-=-SU-=.:B=M'::::ITT~A=L=DA.ccT-=-E --------1--+--f--+----I I SH3EET I C IT y OF CARLS BAD ~ 03/28/16 PLAN CD RE-SUBMITTAL DATE :=::=="===:=P::::L=:A::::N::::N::::IN:::::G=D::::I V::::l::::S::::I□':N=:==~..::LN_j:::::::::::9::::= I-0::.:5:..::/06.::./;__:16-+--+.:..:PLA::..::cN_:-C-:.D-.:R-=-E·.:::SU::.:B:::M::.:IT_-:TA_.,L:.:D::.:AT-.:E:__ _______ J-_---J __ -\-..--+-----l LANDSCAPE IMPROVEMENT PLANS FOR: 1-----+---+-------------1----+------+--+-----' ROBERTSON RANCH REC CENTER CARLSBAD, CA CONSTRUCTION DETAILS APPROVED: I t----t----+----------------l-----l---1-----+-----l PLANNING l--c-DAccTccE-+cclNcclTlccAL--+----------------l-----l---\-..--+-----1 ;::;D:;;W==N==::B=:Y:===:::::;-;===p=R=OJ=E=C=T=N=O=.==;--;:::D=R=A=W=IN=G=N=:;0. DATE INITIAL DATE INITIAL CHKD BY: __ _ DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: SDP15-01 488-6L 1 ELEVATION VIEW SCALE: 1/4" = 1'-0" ELEVATION AT WADING POOL AND CABANAS ,. 12'-5" , 18"0.C. 12;pc01,( ~1,~·g· 1 1 I ,-1= -t------ <t --t-------\ -t------ f---t----f--- 4 8 I\ PLAN VIEW SCALE: 1 /4" = 1 '-0" ; LEGEND 1. ELLIS, NOTCHED 3" OVER BEAM, REFER R TAIL ENDS, ATTACH TO 8x12 BEAM W/ 4x 10WOODTR TO INSET "B" FO (2) SIMPSON SOS 1/4"x8", COUNTER SINK SOS SCREWS & PLUG 2. MW/ SIMPSON CCO CAP WI (2) 5/B"x 12" 8 x 12 WOOD BEA NELSON STUDS, REFER TO INSET "A" FOR TAIL ENDS UNDER TRELLIS BEAMS AT COLUMNS, 3. 4 x 10 CORBELS REFER TO INSET "B" FOR DETAIL. 4. 2' SQUARE STUC CO COLUMN TO MATCH ARCHITECTURE 5. SEAT WALL WITH PIP CAP SEE DETAIL 2, SHEET 6 6. WADING POOL R EFER TO POOL ENGINEERING PLANS 7. ADJACENT PAVIN G SEE DETAIL 3, SHEET 7 8. CONCRETE FOOTING 9. COMPACT SUBGRADE-REFER TO SOILS REPORT 10. FINISH GRADE 11. CMU BLOCK f-- f--,_ f-- f-- 6 IJ • . t-----f-:j I-1= --t--------,. -t-----R I-]= I--t------h f-- I i I @ I @ ' ' @ I I @ I ' I 2 OVERHEAD TRELLIS AT WADING POOL AREA 12'-5" . ,. 12'-5" t=f -~ ---~ -f---------5 --f----~ ------R -]= t------t------f----t-----\ ' / I\ / I\ , ... ~~I ? -0 I . I I I I ! I I I I I ·© 11 I: , I'-.. I c.... J::: ,__ ---->--- <t c.... ,__ ->->--->->----c.... J:= I--I->---->---I ---f--,___ ,__ >-- ,. • ' -~ <; ~ :,,/<:iv ,/ c ~ V " ~ ~ I-' -Vf 10 I I I t.i . . n. 9 >-N f- ' ~ I I "J "--------., {.) . . fl. I " £~ ~k;:~N t.i . • fl. 9~ ~ I 4 I T ,_, I 2 1........----- . I I 1 ' "' I ' ~. I~ LL ' . " ts . -' ' f--~ ~ ~ r-.. \.?,, - 1 . :;,. ~ ' ' :;,. ~ ' ' ELEVATION VIEW SCALE: 114" = 1 '-0" Underground Service Alert Call• TOLL FREE 1•800 422-4133 TWO WORKING DA VS BEFORE YOU DIG PREPARED BY: Signal 7-31-16 Renewal Date 5-06-16 Jt Date ~"<" SUMMERS/MURPHY & PARTNERS. INC. LANDSCAPE ARCHITECTURES 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CA. 92629 . 949.443.1446 FAX: 949..443.1631 INSET "B" INSET"A" SCALE: 314" = 1 '-0" SCALE: 3/4" = 1 '-0" SECTION VIEW SCALE: 114" = 1 '-0" APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T" DATE RCE ____ EXP. ___ _ REVIEWED BY: INSPECTOR DATE 08127115 1 ST. CD LANDSCAPE REVIEW l-:0=9/=30'::-11=-5 +---+P:-'LA':':N"-'C=D'-=R'=-E-~SU"=B"'M=ITT'c:'A"::..L D~Ac'.cTE=------------l------l----1-----1-----l I SH4EET I CITY OF CARLSBAD ~ 03128/16 PLAN CD RE-SUBMITTAL DATE PLANNING D!V!SI □N LJ.Li t-051_0_6/_167 __ -j-'Pc.cLc.A:..:Nc:C=.Dc.:R=.E·.=S::.:UB:::Mc:.IT._.Tc.:A::_L D:::-A_..T-=E--------+---+----,~---1'--------l ~L~A;N:=D~S~CA~P~E:;,::::;l~M:=P~R:::O:::VE:::M~EN:::T~P:=L:::A:::N:::S=:=F:=OR:=:===~=:=~ t----+--t----------l-----1-----1----1------1 ROBERTSON RANCH REC CENTER CARLSBAD.CA CONSTRUCTION DETAILS APPROVED: PLANNING DATE INITIAL DESIGNER OF WORf<. REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. SDP15-01 DRAWING NO. 488-6L 1 ELEVATION VIEW SCALE: 3/16" = 1 '-0" ELEVATION AT SPA, CABANA AND WADING POOL AREA 13'-1" --,I"------------------,/"--------13'-1" --------11'-------------------,L-- 19"0.C. 12"0.C. ( TYP. 1'0 c TYP 0 k i7kTYP 11 11 22"0.C. c::;z:'~:::=;:::==:::::s, • ~~f ( ?-t ~~ 1/, 8'-3" 3'-6" PLAN VIEW SCALE: 1/4" = 1'-0" 7 r-.,---,----,-~--,------,--/--,,/ 0 / / •,-----~"---c:,,---'------'-----'--," h ---·•,··•··•··••cc,··•·•• ••·•· t: iii 'iA " :J .~-------~-:-----~ / 2 OVERHEAD TRELLIS AT SPA AREA ____ _, 6 LEGEND 1. 4 x 10 WOOD TRELLIS, NOTCHED 3" OVER BEAM, REFER TO INSET "B" FOR TAIL ENDS, ATTACH TO 8x12 BEAM W/ (2) SIMPSON SOS 1/4"x8", COUNTER SINK SOS SCREWS & PLUG 2. 8 x 12 WOOD BEAM W/ SIMPSON CCO CAP W/ (2) 5/8"x 12" NELSON STUDS, REFER TO INSET "A" FOR TAIL ENDS 3. 4 x 10 CORBELS UNDER TRELLIS BEAMS AT COLUMNS, REFER TO INSET "B" FOR DETAIL. 4. 2' SQUARE STUCCO COLUMN TO MATCH ARCHITECTURE 19"0.C. 12"0.C. ( TYP. 1'0.C. TYP.0 k i7kTYP ;... "' 5. 6. 7. 8. 9. ELEVATION VIEW SCALE: 1/4" = 1 '-0" SEAT WALL WITH PIP CAP SEE DETAIL 2, SHEET6 SPA REFER TO POOL ENGINEERING PLANS ADJACENT PAVING SEE DETAIL 3, SHEET? CONCRETE FOOTING COMPACT SUBGRADE-REFER TO SOILS REPORT 10. FINISH GRADE 11. CMU BLOCK Underground Service Alert PREPARED BY: SUMMERS/MURPHY & PARTNERS. INC. LANDSCAPE ARCHITECTURES 11 11 I 10" , I . , 4 f.-' 0 - ' --' "' "' SECTION VIEW SCALE: 1/4" = 1'-0" ,. INSET "B" SCALE: 3/4" = 1 '-0" APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUILT" DATE RCE ___ _ REVIEWED BY: INSPECTOR DATE 08127115 1 ST. CD LANDSCAPE REVIEW 1-0_91_3D_l1_5 +---+P_LA_N_C_D_R_E-_SU_B_M~ITT_._.A=-L D'-'-A"-'TE~-------+-----+--+---+-----.I I SH5EET I CITY OF CARLSBAD ~9 03/28116 PLAN CD RE-SUBMITTAL DATE :====:===:::'.,';::;===::==p:=L;:A=N;:N:=lN;:'G':==D:::!V::::::!S':::l:=□=N;===='--'::Lill_J:::::::::::::::=:::; t-0_5_10_61_16-t-----t--P_LA_N_CD_RE_-_SU_B_M_ITT_A_L_D_A_T_E ________ +---+-----+-----t-----1 LANDSCAPE IMPROVEMENT PLANS F'OR: t-------+---+------------+---+--------+---+--------------1 ROBERTSON RANCH REC CENTER CARLSBAD, CA CONSTRUCTION DETAILS I APPROVED: /~ k l:::4L.;tr -i-~·l\a PLANNING I Call• TOLL FREE 1·800 422-4133 34197 COAST HIGHWAY, SUITE 200 i-----,,DAccT°"E-t-c-:INcclTcclA-,-L--t-------------------+---+--+---+----1 DATE INITIAL DATE INITIAL OWN BY: PROJECT NO. DRAWING NO. CHKD BY: TWO WORKING DAYS BEFORE YOU DIG DANA POINT, CA. 92629 949.443.1446 FAX: 949.443.1631 DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: SDP15-01 488-6L "' ,- --J ELEVATION VIEW SCALE: 1/2" = 1'-0" C,! ' ~ "l 1'-5" 1 '-11" k 1 I I I 7'-11" 5'-2" 3'-10" a 3'-10" • • • ■IR •• ~--+---+--[I] " _, "' ~ -"' in ' "' 3 FIREPLACE k 1 2 SEAT WALL in ' a- 1', ' "' 1'-3" 1" ELEVATION VIEW SCALE: 1/2" = 1'-0" 2' 1'-6" k 1 5'-2'.' k 1 I I ---f 3 ~-1 5 1'-3" -. 2" ---1 4 ---t 5 ELEVATION VIEW SCALE: 1" = 1'-0" LEGEND 1. FLUE COVER 2. STUCCO TO MATCH ARCHITECTURE 3. P.I.P CONCRETE CAP COLOR TO MATCH ARCHITECTURE 4. FIREPLACE MODEL TRUE-36 FORGE ARCH MANUFACTURE: HEAT&GLO (888)-427-3973 5. 8X8 DECORATIVE TILE MOUCHETTE O8SM-068 6. GAS LINE AND SHUT-OFF NOTE: ~EFER TO STRUCTURAL ENGINEER'S DETAILS & CALCULATIONS FOR ALL CONNECTIONS, FOOTING, AND REINFORCING INFORMATION. 0 7. CONCRETE FOOTING REFER STRUCTURAL ENG .. PLANS 8. COMPACTED SUBGRADE 9. FINISH GRADE 10. ADJACENT PAVING SEE DETAIL 3, SHEET 7 11. SEAT WALL REFER DETAIL 2, THIS SHEET 12. CMU CONSTRUCTION 3' 2'-8" LEGEND 1. 3/4" SQ. METALIZED TUBULAR STEEL PICKET 2. 1-1/2" x 2" METALIZED TUBULAR STEEL RAIL MEMBER 3. 4" SQ. METALIZED TUBULAR STEEL POST WITH POST CAP -REFER TO CONSTRUCTION LAYOUT FOR LOCATIONS -USE 4" POST AT LAST PANEL IN FENCE RUN AND/OR AT CHANGE IN FENCE DIRECTION, TYP. CL 4. CONCRETE FOOTING/ CONCRETE FOOTING WITH EMBEDMENT ON RETAINING WALL 5. PLANTING AREA/ FINISH GRADE, TYP. 6. COMPACTED SUB-GRADE 7. RETAINING WALL PER ENG. PLANS 8. 2-1/2" SQ. METALIZED TUBULAR STEEL POST WITH POST CAP, TYP. 8' TYPICAL PANEL ~ ~ CL~-~-s.r::c,.,~ --,-;::. -~~°=='~°==' -°=='-tiif"ii{;iiigJfi-cfiigiiJgJggggg2r2;ggggi!i(q·~-- a w PLAN VIEW SCALE: 3/4" = 1 '-0" CL E4 I I I I ' ' i I I I I I : 8 \.= --'k 8 2 ' 6 - --' 7 4 SECTION VIEW -A SCALE: 3/4" = 1 '-0 " ' ' ([) CL <( k 1 I I I I -~ I----, I ,, s ~ I I I I •.\ I I I ' I I C\ tf':::,. I I L', I I I 1, t,,. L_J ' -,, ,\ I, b- ELEVATION VIEW SCALE: 3/4" = 1'-0" CL 8' I, • TYPICAL PANEL -- i-t---,__ I 1 ,____ ~ 2 I 3 I a: ~ >-I-I ~ ' '-- ' ' ,, I I [>_ &I '-\ I I I I l>--· I I 0, (\ '.\ I' ,-,._ I I , I I " ,::. I I a . I I I I ,, -- ~ •\~ ,' \ ~ '.'\ a ,, ~ . ~~ 4 1 TUBULAR STEEL POOL FENCE LEGEND 1. P.I.P CAP COLOR TO MATCH ARCHITECTURE 2. STUCCO FINISH COLOR TO MATCH BUILDING 3. ADJACENT PAVING. 4. FINISH GRADE 5. COLUMN TO MATCH ARCHITECTURE. 6. CMU BLOCK 7. CONCRETE FOOTING REFER TO CIVIL ENG. PLANS 8. COMPACTED SUBGRADE-REFER TO SOILS REPORT Underground Service Alert Call• TOLL FREE 1•800 422-4133 , TWO WORKING DAYS BEF.ORE YOU DIG PREPARED BY: SUMMERS/MURPHY & PARTNERS. INC. LANDSCAPE ARCHITECTURES 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CA. 92629 949.443.1446 FAX: 949.443.1631 08/27/15 1 ST. CD LANDSCAPE REVIEW 09/30/15 PLAN CD RE-SUBMITTAL DATE 03/28/16 PLAN CD RE-SUBMITTAL DATE 05/06/16 PLAN CD RE-SUBMITTAL DATE I SH~ET I APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T" DATE RCE EXP. REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD ~ PLANNING D!VIS!□N 9 LANDSCAPE IMPROVEMENT PLANS FOR: ROBERTSON RANCH REC CENTER 1-----+-------l---------------l--------l------l-----l------l CARLSBAD,CA CONSTRUCTION DETAILS l-----+---+----------------l------l------l-----1-----1I-AP_P_Ro_v_ED_: ~~~---'"=: _s;t=--,c.-~e=l=L=£)->ft:_,_,__ 1-%,. I<.,, I f------t--+------------------1------1---1--------1------1 ~P:=LA:=N:::::Nl::::N:::G ===~===========~· OWN BY: __ _ CHKD BY: __ _ RVWD BY: DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PROJECT NO. SDP15-01 DRAWING NO. 488-6L LEGEND 1. 4" SQ. METALIZED TUBULAR STEEL POST WITH DECORATIVE CAP AND ESCUTCHEON PLATE 2. 1-1/2"x2" METALIZED TUBULAR STEEL GATE FRAME 3. 3/4" METALIZED TUBULAR STEEL PICKET 4. PERFORATED METAL SECURITY SCREEN -WELD SMOOTH TO GATE FRAME/ ENCLOSURE FENCE 5. CORBIN 3357 NZD CTP HEAVY DUTY SATIN CHROME DOOR AND HANDLE WITH KEYED LOCK SET SUPPLIED AND INSTALLED PER LOCK SMITH 6. RIM PANIC CRASH BAR (POOL SIDE ONLY) TO BE SUPPLIED AND INSTALLED BY LOCK SMITH. 7. 1/2" THICK METALIZED STEEL KICKPLATE -WELD SMOOTH TO TUBULAR STEEL GATE FRAME 8. ADJACENT CONCRETE PAVING -REFER TO CONSTRUCTION PLAN, TYP. 9. COMPACTED SUBGRADE 10. CONCRETE POST FOOTING 11. HEAVY DUTY SELF-CLOSING GATE HINGE NOTES: ALL SURFACES SHALL BE GROUND SMOOTH TREAT ALL EXPOSED SURFACES W/(2) TWO COATS MOISTURE-PROOF PRIMER AND (2) COATS ENAMEL (COLOR BY OWNER) OWNER OPTION TO HAVE GATE POWDER-COATED. (COLOR PER OWNER) 4 POOL GATE 5 1' 8" SECTION/ ELEVATION VIEW SCALE: 3/4" = 1 '-0" 6'0.C. TYP. WHERE GRADE BEGINS REFER TO LAYOUT PLAN FOR WIDTH OF WALK SECTION VIEW SCALE: 3/4" = 1 '-0" RAMP HANDRAIL WHERE GRADE ENDS 24"MIN. CL 3'-8" --CL -........ LEGEND TYP. PRIVATE ( -, PUBLIC ( i,,Ea.~_,Ea. k 1 2" 1 1. FINISH GRADE 1' SECTION VIEW SCALE: 1" = 1 '-0" LEGEND CL 4 a 16" q " q ' a q a 1. 24 X 24 PAVERS -REFER TO FINISH SCHEDULE & LAYOUT PLAN. APPLY SEALER PER MANUFACTURE RECOMMENDATION. 2. SUB-BASE MATERIAL -REFER TO SOIL REPORT. 3. POOL COOPING PER AQUATIC TECHNOLOGY 4. EXPANSION JOINT 3 PAVERS AT POOL DECK LEGEND 1. 1½" ROUND TUBULAR STEEL HANDRAIL 2. 1½" ROUND TUBULAR STEEL POST 3. STEEL BASE PLATE -TO BE INSTALLED W/ HANDRAIL AND SEALED W/ EPOXY 4. SLEEVE FOR HANDRAIL POST 5. CONCRETE FOOTING 6. CONCRETE PAVING -REFER TO DETAIL 1, THIS SHEET 7. 1 ½" ROUND TUBULAR RAIL CENTERED 3" ABOVE FINISH SURFACE TO MEET CALIFORNIA BUILDING CODE RAMP REQUIREMENTS. 8. COMPACTED SUBGRADE -REFER TO SOILS REPORT FOR REQUIREMENTS, SHEET SR-1 THRU SR-3 NOTES: HANDRAIL TO BE INSTALLED ON BOTH SIDES OF RAMP ALL WELDS TO BE CONTINUOUS AND GROUND SMOOTH, PRIME AND PAINT (2) COATS PAINT COLOR: TO MATCH ENTRY GATES -'I,.-CL ) q a 4 <l a NOTE: 4 a -CONTRACTOR IS TO SUPPLY A MOCK UP ON SITE WITH SANDED JOINTS TO BE APPROVED BY OWNER AND LANDSCAPE ARCHITECT. 5. COMPACTED SUBGRADE REFER TO SOILS REPORT 6. MORTAR PER MANUFACTURE RECOMMENDATION 7. WATER LEVEL NOTE: -REFER TO SOILS ENGINEER'S REPORT FOR MINIMUM THICKNESS OF CONCRETE, REINFORCING STEEL SIZE, COMPACTED SUBGRADE, AND SUB-BASE MATERIAL. 2. 1/4" RADIUS ALL EDGES 3. CONCRETE PAVING COLOR: NATURAL GRAY FINISH: MEDIUM SAND SCORE JOINTS: TOOLED 4. TOOLED SCORE JOINT-SEE DETAIL, THIS SHEET 5. REINFORCING STEEL -REFER TO SOILS REPORT 6. EXPANSION JOINT -SEE DETAIL, THIS SHEET 7. SUB-BASE MATERIAL-REFER TO SOILS REPORT, TYP. 8. COMPACTED SUB-GRADE -REFER TO SOILS REPORT 9. 1-1/2" IN TURF, 2" IN PLANTING BEDS NOTES: REFER TO SOIL'S ENGINEER'S REPORT FOR MINIMUM THICKNESS OF CONCRETE AND SIZE/ DEPTH OF REINFORCING STEEL 1 CONCRETE PAVING ~~-II~ .. ~=rl; ~~.,.:..;..,,,.~;.,_;_,,,~i::;;;:j:;-1 -TT,---,,,_-,, ,-Iii--,,,_,, ,-1 I I 9 SCORE 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 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 OR SAWCUT WITH 1/4" RADIUS EDGES WHERE OCCURS SEE CONSTRUCTION PLAN 2 CONCRETE JOINTS 7;--~~!@~_J&i~~~ -9 )-----Ide'.,.-,--,,,_-,,,_-, ,,_m_ -, ,,_ -,, , EXPANSION JOINT-SECTION VIEW SCALE: 1" = 1'-0" 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 PER SOILS REPORT APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BU IL T" DATE REVIEWED BY: INSPECTOR DATE 08/27/15 1 ST. CD LANDSCAPE REVIEW I-0'--:-9/cc_30:cc/1_c_5 +---+'-'PLA::..:N:.:_C::..:D'...'..R=E-_::S::..:UB-:cM:-_:_ITT.:.:.A:-:_L-::-DA.:.:.T:c__E -------------1----l-----L---1---__J I SH?EET I CIT y O F C ARLS BAD ~9 03/28/16 PLAN CD RE-SUBMITTAL DATE PLANNING DIVISl□N L____1g_j I-0::.::5/c::06::..:/1.::_6 +---+'-'PLA::..:N:.:_C::..:D:..,_R=E-:,cSLI::..:B'...'..M.,_,_ITT.,_,_A".:.L -::-DA_:.:.T'::_E ______ _____j __ __j___--! __ _L _ __J LANDSCAPE IMPROVEMENT PLANS FOR: HANDRAIL INSTALLER TO SUPPLY FLATWORK CONTRACTOR WITH STEEL SLEEVES FOR HANDRAIL POSTS. FLATWORK CONTRACTOR TO COORDINATE WITH HANDRAIL INSTALLER AND LANDSCAPE ARCHITECT BEFORE POURING CONCRETE AT HANDRAIL LOCATIONS TO INSURE CORRECT PLACEMENT OF SLEEVES. Underground Service Alert 1gri ure 7-31-16 ROBERTSON RANCH REC CENTER CARLSBAD, CA CONSTRUCTION DETAILS Call• TOLL FREE 1•800 422-4133 TWO WORKING DAYS BEFORE YOU DIG PREPARED BY: SUMMERS/MURPHY & PARTNERS. INC. LANDSCAPE ARCHITECTURES 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CA. 92629 949.443.1446 FAX: 949.443.1631 1---+---+-----------------1----------le----_)__--L _ _J 1-A-PP_R_o_vE_D_: __ ;;:r:~~ ..... r~~~~=~ I f~\ <=F E:lt~it 1-~_(<c, l-----+--t---------------------1----L-----1--_J__-_J ~P~LA'::N:=Nl;=NG===::::;-;::===========~· DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DWN BY:~-- CHKD BY: __ RVWD BY: PROJECT NO. SDP15-01 DRAWING NO. 488-6L A. Contractual Relationship In the performance of this contract, Contractor shall hold Landscape Architect and Owner harmless from 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 from the plans and specifications will be permitted unless authorized by the Owner or the Landscape Architect. Should deviation from plans and notes become necessary due to conflicting site conditions, Owner and Landscape Architect shall approve in advance any such deviation. No additional work will be authorized without the express written authorization from the Owner. The Contractor shall comply with the obvious intent and meaning of these plans and specifications which shall be construed to include all labor, material, tools and equipment necessary to complete the work specified herein in a workmanlike manner-in strict accordance with plans and notes. Should any questions arise as to the intent and interpretation of these plans and notes, Contractor shall refer to Owner and Landscape Architect whose decision thereon shall be final. E. Observation and Rejection of Materials and Workmanship All.materials and workmanship furnished 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 far 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 a·ny and all material, workmanship 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, conduits, 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 that Owner may require shall apply with the same force and effect as though written in full 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 the completion of all clearing, stripping, excavating, backfilling, grading and related work as shown on the drawings, including but not limited to the following: A. Protection of all curbs, walks, walls, structures and other existing work which is to remain. B. Clearing and stripping site of brush, debris and other foreign materials as outlined in the drawings. C. Excavation for all foundations and footings to the dimension and depth shown on the drawings. Bottoms of excavations shall be smooth and level. All loose material shall be removed 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 smooth prior to placement of base material. F. Backfilling of all excavations and trenches after placement of foundations, walls, walks, utilities, etc.,as outlined on the drawings. Compaction of backfill shall be in acceptance with Engineer's specifications. G. Grading of areas indicated in the drawings including bringing existing grades to within 1/10 foot plus or minus. Final design grades as indicated on the drawings. H. Stockpiling of excavation material or import top soil fill and sand shall be as outlined on the drawings or as approved by Landscape Architect 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, high impact plastic Styrene deck drains, and/or precast concrete drain box and catch basins and cast iron grate in diameters and sizes as shown on the drawings. Stainless steel or brass deck drains in hardscape as shown on the drawings. B. Trenching and Laying Pipe 1. Trenches to pitch 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 direction. A hollow shall be made to receive bell of pipe so the joint will not bear upon the subgrade. Adjustments to line and grade 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 -Compaction by tamping shall not be done in layers exceeding eight inches in loose depth with 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 and water tightness. 2. The piping systems shall be flushed and cleaned prior to connecting to existing drain line, catch basin or storm drain systems. 3. Upon completion of work, remove debris, tools and surplus material from site. 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 drawings including but not limited to the following: A. Materials 1. Cement -Standard Portland Cement, per designation C-150 of the ASTM Type II, Ill, orV, 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 shown on drawings. Fine natural sand, well graded conforming toASTM 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 ASTM A-496, size where shown an drawings. 5. Expansion Joints -Asphalt impregnated felt. Polyfelt Ethafoam as indicated on the drawings. 6. Control Joints -Saw cut joint 1/4 of slab thickness. Hand tooled score joints 1/4" deep minimum where shown on the drawings. 7. Cold Joints -Butt type, butt type with 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. 'Lithochrome' color wax for color conditioned concrete by L.M. Scofield, in matching color of concrete as indicated on the drawings. 1 O. Color Conditioned Concrete -'Chromix' admixtures for integral colored concrete by L.M. Scofield Company. 11. Dust-On Color -'Lithochrome' color hardener by L.M. 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. B. Subgrade 1. Grade all subgrades to a uniform depth and compaction. Moisten all subgrades prior to pouring of concrete. 2. Cut all footings in undisturbed or compacted soil. 3. Place sand or aggregate base as shown on the drawings and as specified by a Soils Engineer. C. Forms 1. Use only finished 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 drawings. 2. Place control joint in concrete not to exceed a horizontal spacing as specified by a soils engineer. 3. Place construction joints in concrete where casting on concrete is to be stopped and subsequent casting is to be started. E. Concrete 1. Class A concrete shall contain not less than 5 sacks of cement per cubic yard and be proportioned to attain a maximum cylinder strength of 2,000 PSI in 28 days. Compressive strengths are to be detennined in accordance with ASTM C-39. The slump shall not exceed 4". 2. Concrete mixing -All transit mixed concrete shall be mixed and delivered in accordance with the requirement of Standard Specifications for ready mixed concrete ASTM C-94. F. Concrete Finishing 1. Broom Finish-Tamp fresh concrete with heavy metal grid. Screed with straight edge to remove all irregularities. Float to a smooth sutface, 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 tamp 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 smooth surface, steel trowel and edge to an even hard surface. Apply surface retardant to finished surface, prior to initial set per manufacturer's recommendations, L.M. Scofield, using sprayer, providing even distribution. Reveal aggregate by using water jet and coarse fiber brush to remove retardant paste from surface, washing thoroughly until surface is clean and exposure is complete and uniform. 4. Hand Seeded Aggregate Finish -Tamp fresh concrete with heavy metal grid. Screed with straight edge to remove all irregularities. Float to a smooth surface. Hand seed surface in uniform fashion over entire area keeping stone 1/2" minimum from edges and expansion joints. Tamp aggregate to a uniform depth below concrete surface. 5. Stamped Concrete -Tamp 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 100 square feet. Apply in 2 or more shakes and float after each shake. Trowel only after final floating while concrete is still plastic using 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 is shown on drawings, a release agent must be applied prior to texturing the concrete. Color curing compound may be optional, as indicated on the drawings. 6. Sand Finish -Tamp fresh concrete with heavy metal grid. Screed with straight edge to remove all irregularities. Float to a smooth surface, steel trowel and edge to an even hard surface. Prior to set, lightly sponge surface to reveal small surface fines while not exposing aggregate. Alternate method, after initial set, surface to be washed with a diluted solution of muriatic acid and water, and brushed to reveal surface lines. Sutface 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 following: A. Materials 1. Slump block units meeting grade A, ASTM C-90, concrete block units Grade A, ASTM C-90. 2. Cement -Standard Portland Cement ASTM designation C-150 Type I or 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 days. 7. Mortar-by volume, freshly prepared, uniformly mixed in ratio 1 part cement, 1/2 part lime putty, 4-1/4 parts sand, conforming to ASTM C-270. Omit lime putty if plastic cement is used. 8. Grout -by volume freshly prepared, uniformly mixed 1 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 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 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 minimum 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. I. Cleaning 1. Clean all masonry work, remove all mortar stains. 2. Upon completion of work, remove all mortar droppings, debris, materials and tools from site. VI. BRICK MASONRY Scope of 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 following: 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 throughout. Refer to Soils Engineer's report for recommendations. 3. Sand -Clean, well graded ASTM designation C-144. 4. Water -Water used shall be of potable quality. 5. Steel -Reinforced steel for walls to be Grade 40 deformed bars ASTM designation A-165. 6. Mortar-by volume, fres~ly prepared, uniformly mixed in ratio 1 part cement, 1/2 part lime putty, 3 parts sand, conforming to ASTM C-270. Omit lime putty if plastic cement is used. 7. Grout-by volume, freshly prepared, uniformly mixed in ratio 1 part cement, 3 parts sand or 1 part cement, 3 parts sand and 2 parts pea gravel. 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 where exposed. Joints and bond pattern to 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 same size as wall reinforcing. Refer to Structural Engineer's specifications for all steel sizes and locations. D. Cutting of Masonry 1. 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 solid as shown on the drawings. 2. Provide minimum of 2-1/2" grout space between double brick walls. Provide minimum 3/4" between steel reinforcing and brick. H. Waterproofing 1. Waterproof all retaining walls below grade with asphalt emulsion, or other as specified by Soils Engineer. 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. Underground Service Alert 'll' Call• TOLL FREE 1•800 422-4133 PREPARED BY: SUMMERS/MURPHY & PARTNERS. INC. LANDSCAPE ARCHITECTURES 08/27/15 09/30/15 03/28/16 05/06/16 DATE INITIAL TWO WORKING DAYS BEFORE YOU DIG 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CA. 92629 949.443.1446 FAX: 949.443.1631 DESIGNER OF WORK VII. CARPENTRY Scope of work -Provide all labor, materials, tools, equipment, transportation and necessary incidentals for completion of all carpentry as shown an 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 shown 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 the drawings.Splice lumber at posts only. Utilize all nail and/or bolt holes for all hardware. 3. Ease all top edges of exposed lumber for bench tops, low walls, etc., where surface contact is provided. 4. Post base -set post column base as shown on drawings, providing minimum 1" clear all sides from finished post base to top of paving. 5. Countersink nails and bolts in all locations where surface contact is provided, i.e., bench top etc. C. Painting and Stain 1. Fill all seams and cracks with Latex caulk and/or wood dough to insure an even surface. 2. Sand smooth all exposed suriaces is speci1ied as S4S. 3. Prime all painted surfaces with one coat primer. 4. Paint with minimum two finish coats for painted surfaces. 5. Stain with minimum two finish coats for stain surfaces. D. Protection and Cleanup 1. Protect all existing work from paint overspray. 2. Upon completion of work, remove all scrap wood, debris, materials and tools from site. Scope of Work -Provide all labor, materials, tools, equipment, transportation and necessary incidentals for completion of all metal work where shown on the drawings, including but not limited to the following: A. Materials 1. Steel tubing in sizes shown on the drawings ASTM designation 500 and/or hand forged, cold rolled wrought iron in sizes as shown on the drawings. 2. Hardware -hinges, latches, bolts, washers, screws, etc., to be heavy duty. 3. Concrete -Class A concrete minimum 2,000 PSI at 28 days and/or 'Par-Rock' as shown on the drawings. 4. Paint -Zinc Chromate primer, 'Rustoleum' finish surface coats or equal. 'Metalizing' or galvanizing or powder coating if shown on the drawings. B. Fabrication and Installation 1. Contractor shall make all measurement for fabrication in field prior to starting work. 2. Horizontal bars to taper with grade or step with grade as shown on the drawings. Vertical bars to be plumb. C. Welding 1. Welding to comply with the requirements of standard code for ARC and gas welding. 2. Weld to only clean, rust-1ree 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 and tops, and weld. 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 mils minimum dry thickness each. 3. Prime and paint per above, all 1ield welds. E. Protection and Cleanup 1. Protect all existing work from paint overspray. 2. Obtain Fire permit where required for on-site welding, 3. Upon completion of work, remove all scrap iron, debris, materials and tools from site. 1 ST. CD LANDSCAPE REVIEW PLAN CD RE-SUBMITTAL DATE PLAN CD RE-SUBMITTAL DATE APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BU IL T" DATE RCE ___ _ EXP. ___ _ REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD PLANNING DIVISION PLAN CD RE-SUBMITTAL DATE LANDSCAPE IMPROVEMENT PLANS FOR: DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ROBERTSON RANCH REC CENTER CARLSBAD,CA CONSTRUCTION SPECIFICATIONS APPROVED: PLANNING OWN BY: PROJECT NO. DRAWING NO. CHKD BY: __ _ RVWD BY: SDP15-01 488-6L GENEJRAL NOTES RECYCLED WATER NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EA TING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST OR MISTING. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO EL/MINA TE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY, AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. CROSS-CONNECTIONS BEJWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HA VE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 8. HOURS FOR /RR/GA TION WITH RECYCLED WATER ARE FROM 10 00 P.M. TO 6: 00 A.M. THE HOURS FOR /RR/GA TION WITH 0/SINFECTEO TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. /RR/GA T/ON DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF T/-IE DES/GNA TED USER SUPERVISOR. !RR/GA TION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10: 00 P.M. TO 6: 00 AM. 9. BURIAL OF WIRING AND PIPING SHALL MEET CMWD'S RULES AND REGULATIONS 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WIT/-/ RECYCLED WATER, WHETHER BY WIND BLOWN SPRAY OR BY DIRECT APPL/CATION THROUGH /RR/GA TION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION IS STRICTLY PROHIBITED. 11. /RR/GA TION HEADS SHALL Bf RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER- SPRA YING ON SIDEWALKS, STREETS ANO NON-OE.SIGNA TEO 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 ANO REGULA T/ONS. 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-COOED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEAL TH AND SAFETY CODE. 14. ALL /RR/GA TION PIPE SHALL BE STENCILED WITH WARNING, "NON-POTABLE OR RECYCLED WATER", COLOR-COOED (PURPLE) ANO LAID WITH WARNING TAPE ANO STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULA T!ONS. 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE. WATER, CONSTANT PRESSURE RECYCLED WATER ANO SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART 01'1 AS DIRECTED BY THE PROJECT ENGINEER ANO/OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BE.LOW POTABLE WATER LINES ANO MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. I 7. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES ANO REGULATIONS. 18. THE REOUIREO CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT ANO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. 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 WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 20. THE DESIGN AND LOCA T/ONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGN SHALL BE CALLED OUT ON THE PLANS. 21. WHEN RECYCLED WATER BE.COMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE OESIGNA TEO IN WRITING. THIS INOIV/OUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEM WITHIN THE. PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, THE RECYCLED PUREYOR'S RULES ANO REGULATIONS ANO THE SPECIFIC REOUIREMEN TS OF A RECYCLED WATER SYSTEM. COPIES OF THE OES!GNA TION, WI TH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT OR AFTER HOURS CONTACT GREG DEACON 760-720-5485 GREG DEACON 760-637-9083 22. ALL PUBLIC ANO PR/VA TE POTABLE WATER MAINS INCLUDING FIRE MAINS ANO ANY WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS ANO/OR OES/GNA TEO OUTDOOR EA TING AREAS ON THE SITE. 24. A PHYSICAL SE.PARA TION SHALL BE PROVIDED BE.TWEEN ADJACENT AREAS /RR/GA TED WIT/-/ RECYCLED WATER ANO POTABLE WATER. SEPARATION SHALL BE PROV/OED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. 25. ALL /RR/GA T/ON BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER ANO BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". CONTACT THE CITY AT 706-438-2722 FOR APPROVED CONTRACT BACKFLOW TESTERS. 12" X 36" SIZE (N.T.S.) WARNING RECYCLED WATER DO NOT DRINK RECYCLED WATER SH HANDS AFTER CONTACTING LAVESE SUS MANOS DESPUES DE USAR 1" BLACK LETTERS 2" BLACK LETTERS .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS TYPICA1 SIGNS ----------~ In Order to Conserve Waler ... RECYCLED WATER IN USE DO NOT ~NO TOME DRINK \WEL AGUA WASH HANDS AFTER CONTACTING LAVESE SUS MANOS DESPUES DE USAR 13•· X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS RECYCLED WATER SYS'fEM (PRIVATE) SHEET TITLE RECYCLED WATER TITLE SHEET SHEET NUMBER L/-9 O') CV') /RR/GA TION PLAN Ll-10 ~ HYOROZON[ MAP L/-11 !RR/GA TION LEGEND & CALCS. L/-12 I LO /RR/GA T/ON DETAILS L/-13 & L/-14 < SIGNAGE NOTES CARLSBAD, CA "'-="' ,q,.~ '" /RR/GA TION SP[C/f!CA TIONS L/-15 0 N THE FOLLOWING GU/OE.LINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INS/OE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-1/2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. 1. GUIDELINES FOR RECYCLED WATER USE A. !RR/GA TE BETWEEN THE HOURS OF 10: 00 P.M. ANO 6: 00 A.M. ONLY. WATERING OUTS/OE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON·-SITE. NO SYSTEM SHALL AT ANY TIME BE LE;FT UNA TTENOE.D OUR/NG USE OU TS/DE THE NORMAL SCHEDULE. B. /RR/GA TE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPL/CAT/ON RA TE SHALL NOT EXCEED THE INFILTRATION RA TE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWE.ST SOIL INFILTRATION RA TE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AU TOMA TIC CONTROL CLOCKS, (I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL /RR/GA TION TIME INTO CYCLES THAT WILL PROMOTE. MAXIMUM SOIL ABSORPTION). C. ADJUST SPRAY HEADS TO ELIM/NA TE OVERSPRA Y ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS ANO LOTS, AND STREETS ANO SIDEWALKS. D. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT ANO MA TERI AL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. E. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR EOUCA TING EACH EMPLOYEE ANO ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING THE PRESENCE OF RECYCLED WATER. MAINTENANCE PERSONNEL MUST BE INFORMED THAT WATER IS FOR /RR/GA TION PURPOSES ONLY ANO IS NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL WASHING, ETC. F. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES ANO MOD/FICA TIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, ANO APPROVED BY, THE DISTRICT ENGINE.ER/NG OFFICE ANO DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 1 ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH /DENT/FICA TION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3"x 4", PURPLE IN COLOR, WITH THE WORDS "WARNING RECYCLED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, ANO "AV/SO -AGUA IMPURA-NO TOMAR" IMPRINTED ON THE OTHER SID[. IMPRINTING SHALL BE PERMANENT ANO BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. 8. ON[ TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 2. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. G. EACH AU TOMA TIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR /RR/GA T/ON" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1" HIGH ON A PURPLE BACKROUND THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE. CHARGE OVER THE OE.SIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE OE.SIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF/CATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HA VE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANSCAPE CONCEPT PLAN, WATER CONSE.RVA T/ON PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. FIRM NAME & ADDRESS: SUMMERS/ MURPHY & PARTNERS, INC. LANt)SC ,PE ARCHITECTS '-34197 PACIFIC COAST HWY. STE. 200 DANA POINT, CA 92629 PHONE NO: 949.443.1446 RE.GISTRA T/ON NO: 1881 ------EXP/RAT/ON DA TE: -~0~7~-3~1~-2~0~1~6 ___ _ Underground Service Alert ~ Call• TOLL FREE 1-800 422-4133 OJECT---MA 2S oo 2 00 --'----'----.: ~\ ON WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR WITH THE REQUIREMENTS FDR LANDSCAPE ANO !RR/GA TION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE A TIO S TO P)1':v/eCIENT USE OF WATER. BY: SUMMERS/ MU ~6. LA Af'E ARCHITECTS PHON[ NO: 949.443.1446 REG/STRA T/ON NO: _1_8_8_1 ____ EXP/RAT/ON DA TE: 07-31-2016 LEGEND ■ DOMESTIC WATER METER ofJ FIRE HYDRANT en -ow-DOMESTIC WATER LINE -w-POTABLE WA TtR LINES -M-DOMESTIC WATER LINE -es-FIRE SERVICE WATER LINE ·• RECYCLED WATER /RR/GA TION METER ~ -,w-RECYCLED /RR/GA TION WATER -~-RECYCLED /RR/GA TION MAINLINE _J ----~ RECYCLED WATER USE AREA (PURPLE PVC) "-~ . / .. : J ~ OUTDOOR EA TING AREA (PROTECTED AGAINST CON- TACT WITH RECYCLED WATER) A DO NOT DRINK SIGN Ifill BUILDING BACKFLOW DEVICE SHOWN FOR REFERENCE ONLY -SEE CIVIL PLANS FOR FINAL LOCATION. '! 1§§] /RR/GA TION RW BASKET STRAINER ~ 30+00 31+00 2-t-00 INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIF/CA T/ONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS ANO REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY Tl-IA T THE !NSTALLA TION HAS BEEN COMPLETED BY SUBMITTING THE "CERT/FICA TION OF COMPLETION" FORM. A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY TH[ CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. FAX THE "CERT/FICA TION OF COMPLETION" FORM TO (760) 944-8943. LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 602-4602. VICINITY MAP INSPECTION PROCEDURES CITY OF OCEANSIDE THE RECYCLED WATER SHALL ONLY BE USED IN COMMON HOA MAINTAINED AREAS 1. 2. 3. DISTRICT CONSTRUCTION INSPECTION SHALL INCLUDE: A. REQUIRED SEPARA T/ON BETWEEN POTABLE AND RE.CYCLED WATER LINES (HORIZONTALLY ANO VERT/CALLY). B. PIP£ /DENT/FICA TION. C. SLEEVING AT CROSSINGS 0. APPROPRIATE MATERIALS ANO MARKINGS, INCLUDING PROPER QUICK COUPLERS. AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY ANO THE DISTRICT, ANO BE FORWARDED TO THE COUNTY HEAL TH DEPARTMENT PRIOR TO FINAi. INSPECTION APPROVAL. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. S/GNAGE INSTALLED PER PLAN. B. CONTROLLER STICKERS. C. TAGGING OF VALVES. 0. COVE.RAGE TEST AFTER COMPLETION OF THE SPRINKLER SYSTEM TO ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCLED WATER USE. E. ALL ASPECTS OF THE /RR/GA TION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, ANO PONO/NG. ,-. REQUIRED PROTECT/ON OF ALL RESIDENTIAL AREAS. G. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. H. CROSS-CONNECTION TEST IF REQUIRED. /. COLOR COOED, LAMINA TED CHARTS INS/OE EACH CONTROLLER. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION THAT WILL COVER A-I OF THE DISTRICT FINAL INSPECTION. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, CITY ENGINEER ANO DISTRICT [NG/NEER PRIOR TO IMPLEMENTATION IN FIELD. \ 1-li(~H'o//A, /8 PACIFIC OCEAN ,, ~2-" s 'C -.0-...t"=-,'\ L\ CITY OF ENCINITAS "-,__J7-J APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA COUNTY OF SAN DIEGO <;.~ Sit~, lo f-=R- GLENN LEEKS ENVIRONMENTAL HEALTH SPECIALIST "AS BU IL T" TITLE REVIEWED BY: INSPECTOR DATE DATE DATE CARLSBAD MUNICIPAL WATER DISTRICT 09/30/15 PLAN CD RE-SUBMITTAL DATE 08/27/15 1ST.CDLANDSCAPEREVIEW I SHgEET I CITY OF CARLSBAD ~ 1-0-3-/2-8/-16-+---+-P-L_A_N_C_D_R_E--SU_B_M_ITT-AL_D_A-TE---------+---+---+----+----1 PLANNING DIVISION 9 l----+----4-----------------+---+---l----f-----l 04/15116 PLAN CD RE-SUBMITTAL DATE LANDSCAPE IMPROVEMENT PLANS FOR: ,--:::::=::::::--,-;:;;::;~:-;:;;:;::;-;::;;:;:-------'-T-wTo_w_o __ RK_1N __ G_oA_v_s_s_EF_oR_E __ v_ou __ o1G--:'::-------::-=-:-:,----------------r---+---+--------------+--+---+----i----1 ROBERTSON RANCH REC CENTER PREPARED BY: CARLSBAD MUNICIPAL WATER DISTRICT DEVELOPERS NAME TOLL BROTHERS CARLSBAD, CA SUMMERS/MURPHY & PARTNES INC LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY SUITE 200 DANA POINT, CA. 92629 949.443.1446 FAX: 949.443.1631 DATE DISTRICT ENGINEER ADDRESS; 725 W. TOWN AND COUNTRY RD SUITE 200 IRVINE CA 92868 TELEPHONE: 650.377.5810 DATE PLAN PREPARED: __________ _ BY: DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL IRRIGATION TITLE SHEET I APPROVED: PLANNING it:J~ er-~\~it 1· ';.;,. 1\o I OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL 1 CHKD BY: SDP15-01 CITY APPROVAL RVWD BY: 488-6L 1-t.f: ' 11 I / ; ! " // j j I f< I I ' I I I J I ! ,. 2'-.-----.-...... i 'I I ' 1 I ' ' -· ' I 1• SHRUB P (. r ----~------~z"'l ~RW--,J,.,..---=="w;>, L--¥--~Ll,.:..f::::::='""'7i~ -~-r"'~~::)rr:ttr--:--:---": 2~ 00 ; 8 0 ' \ --;---. " -.),, -". - 1• SHRUB \ 29 00 WATER PRESSURE CALCULATIONS FOR RECYCLED WATER CONNECTION ' WATER METER NUMBER A WATER METER SIZE 1" HYDRAULIC GRADE LINE (FT) 344 WATERMETERElEVATION (FT) 125 ELEVATION DIFFERENCE (FT) 219 STATIC PRESSURE (PSI), 95 REMOTE CONTROL VALVE# A4 REMOTE CONTRCL VALVE SIZE 1.5" R.C.V. DEMAND (GPM) 27 MAX TOTAL DEMAND (GPM) 27 HIGHEST HEAD SERVED (FT) 132 STATIC PRESSURE AT HIGHEST HEAD 20.0 . : SIZE DESCRIPTION FLOW # PSI LOSS 2" SERVICE LINE (50 FT OF TYPE K COPPER) 27 1 0.9 PSl 1" WATER METER 27 2 5.3 PSI 1" BACKFLOW DEVICE 27 3 12.0 PSI NIA FILTRATION 27 4 0.0 PSI NIA PRESSURE REGULA TOR 27 5 0.0 PSI NIA BFD ASSEMBLY PIPING 27 6 2.3 PSI 1" MASTER CONTROL VALVE 27 7 13 PSI 1" FLOW SENSOR 27 8 1.2 PSI 2" fSOLATIO VALVES (BUTTERFLY TYPE) 27 9 L4 PSI 2" 368 FEET OF MAINLINE 27 10 2.7 PSI NIA FEET OF MAINLINE: 27 11 0.0 PSI 1.5" 5 -BO DEGREE ELBOWS 27 12 0.4 PSI 1.5" REMOTE CONTROL VALV 27 13 3.4 PSI 10% LATERAL LINE LOSS 27 14 3.1 PSI 20% FITTING LOSS (IN ADDITION TO ELBOWS SHOWN) 27 15 6.8 PSI 7 ELEVATION CHANGE (P.0.C. TO HIGHEST HEAD) 27 16 3:0 PSI ' TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU #16) 17 43.7 PSI PRESSURE REQUIRED AT HEAD 18 20.0 PSI TOTAL PRESSURE REQlllRED (SUM OF #17 AND #18) 19 63.7 PSI STATIC WATER PRES SURE (VERIFY ON S FrE) 20 94.8 PSI RESIDUAL PRESSURE (SUBTRACT #20 FROM #21) 21 31.1 PSI SET PRV OR MCV AT (#20 PLUS 10 PSI) : 22 NIA PSI PRESSURE BOOST, IF REQUIRED (SET TO ACHIEVE 30 PSI RESIDUAL) 23 NIA PSI f j l ' ' l l ' " / 30· 00 JO 1 .I I 2" r ~ -I 0 "Tl :§: 0 ::a ;;,;_ LIMIT OF WORK • j I 11.0 TREE BUB· • / 12.2 " SHRUB DRIP ~3 SHRUB DRIP M PAI.M BUB mo 1REE BUB 31 00 31 IRRIGATION LEGEND SYMBOL MFG. TREE BUBBLER HUNTER @ HUNTER SHRUB DRIP TORO A MODEL NO./ DESCRIPTION EACH SYMBOL REPRESENTS (2) HUNTER PROS-04-PRS40-CV-R, 4" POP-UP WITH A PCN H .5 GPM FLOOD BUBBLERS PER TREE. EACH SYMBOL REPRESENTS (2) HUNTER PROS-04-PRS40-CV-R, 4" POP-UP WITH A PCN H .5 GPM FLOOD BUBBLERS PER PALM. (DO NOT INSTALL PURPLE CAPS ON POTABLE SYSTEMS) RGP-212-05-E DL2000 DRIP TUBING W/0.5 GPH EMITTERS 12" ON CENTER, INSTALL TUBING ROWS A MAXIMUM OF 12-14" APART IN SHRUB AREAS. ALL TUBING SHALL BE INSTALLED 4" BELOW FINISHED SOIL GRADE WI 9" WIRE STAKES FIVE (5) FEET ON CENTER; VERIFY THE LAYOUT AND SPACING IN THE FIELD PRIOR TO STARTING WORK (INSTALL RGP-212-05 DL2000 DRIP TUBING WI 0.5 GPH EMITTERS FOR POTABLE SYSTEMS) TORO "LOC-EZE" FITTINGS WITH PVC TEE OR ELL FITTINGS FOR CONNECTION BETWEEN PVC LATERAL LINES AND DRIP TUBING NO SYMBOL AG PROD. ALL CONNECTIONS BETWEEN DRIP TUBING SHALL BE MADE USING "LOC-EZE" FITTINGS 161 IEI [El IRWI -[SJ ISZl [El ~ ~ • TORO PROVIDE A FCH-H AUTOMATIC FLUSH VALVE AT END/MIDDLE OF DRIPLINE 314" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH VALVE INSIDE A SEPERATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL MIN. ONE FLUSH VALVE PER 1000' OF TUBING IN EACH DIRECTION ON DRJPLINE FLUSH MANIFOLD. INSTALL 18" FROM PAVING. INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. TORO YD-50(}.34 AIRNACUUM RELIEF VALVE INSTALLED WITH A FT-050 CONBINATION TEE AND A 314" X 112" REDUCER BUSHING, INSTALL AIR RELIEF ASSEMBLY INSIDE A 6" ROUND VALVE BOX AT THE HIGH POINT OF EACH PLANTER, MIN.1 ARV PER 500' OF DRJPLINE. USING AIR RELIEF LATERAL, CONNECT AIR RELIEF VALVE TO ALL DRIPLINE LATERALS WITHIN THE ELEVATED AREA. MULTIPLE ARV'S SHALL BE REQUIRED PER RCV WITHIN UNDULATING AREAS, VERIFY QUANTITY PRIOR TO STARTING WORK, INSTALL VALVE BOX 18" FROM PAVING AND AT HIGH POINTS OF PLANTER AREA. INSTALL ALL AIR VACUUM RELIEF EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. JRRITROL IRRITROL NIA P.0.C. NIBCO HAYWARD SUPERIOR HUNTER TORO RAIN BIRD MC-24E PLUS (24) STATION PED-SS PEDESTAL MOUNTED IRRIGATION CONTROLLER. LOCATE PER OWNER I DEVELOPER AWAY FROM VIEWS. INCLUDE A STAINLESS STEEL ENCLOSURE PER LEGEND I DETAIL CL-100 CLIMATE LOGIC WEATHER SENSING KIT TO BE INCLUDED AND INSTALLED WITH THE CONTROLLER. 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD 1" RECYCLED WATER METER WITH A 2" SERVICE LINE, VERIFY SIZE, LOCATION, RW NOT INSTALLED WHEN THESE PLANS WERE COMPLETED. (RW HGL OF 384-344 FROM CMWD ENG. LINDA 760.602.2420) PROVIDE (2) RWWARNJNG SIGNS PER DETAIL. LOCATE ON SITE PER INSPECTOR DIRECTION. STATIC PRESSURE 94.8 PSI DESIGN PRESSURE 63.7 PSI MAXIMUM GPM 27 GPM T-113 BRONZE GATE VALVE-LINE SIZE POC ROBERTSON RD. STA. NO 29+30.00, POC ELEV. 125 EL HIGHEST AREA SERVED 132 EL 1.5" MODEL #72 BASKET STRAINER 2" SIZE WI FLANGED CONNECTIONS AND 80 MESH FILTER ELEMENT. MODEL 3200-RW 1" NORMALLY CLOSED MASTER CONTROL VALVE I PRESSURE REGULATOR. HFS-10(}.FCT-100 FLOW SENSOR, INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND WIRE TO CONTROLLER 10(}.ATLVC -QUICK COUPLER VALVE WI (PURPLE) LOCKING CAP AND ACME THREAD (LOW FLOW VALVE RANGE 0.2 -5.0 GPM XCZ-LF-075-PRF-R 3/4" VALVE) (MED FLOW VALVE RANGE 3.0-15.0 GPM XCZF-100-PRF-R 1" VALVE) PLASTIC DRIP CONTROL VALVE, WITH PRESSURE REGULATING FILTER. INSTALL BOTH ON THE DOWNSTREAM SIDE OF EACH DRIP RCV IN A VALVE BOX. TORO TPVF100MM 1" LOW FLOW REMOTE CONTROL VALVE. INCLUDE EFF-KIT AND 89--7855 PURPLE HANDEL ------AS APPROVED PURPLE PVC PIPE 314" -2" SCH. 40 AS LATERAL LINES 12" BELOW GRADE -AS APPROVED SCH 40 PURPLE PVC PIPE FOR 1-1.5" AND SMALLER, 2" PVC CL. 315 FOR MAINLINES 18" BELOW GRADE. CONTRACTOR MUST MAINTAIN A 4' MIN SEPARATION BETWEEN POTABLE AND RECYCLED WATER LINES == AS APPROVED PURPLE PVC PIPE SCH. 40180 AS SLEEVING ( SEE DETAIL), TWICE THE DIAMETER OF PIPE PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. SLEEVES REQUIRED FOR ALL IRRIGATION MAIN I LATERAL LINES AND CONTROL WIRES UNDER IMPROVEMENTS. SCH 80 UNDER ROADS MIN. 36" COVER; SCH 40 OTHER THAN ROADS MIN. 18" COVER. SLEEVES REQUIRES AT ALL DRIVEWAYS, WALKS, PAVING THAT EXCEED 3' WIDE. -• -• -AS APPROVED PURPLE SCH 40 PVC WIRE SLEEVES REQUIRED FOR ALL CONTROL WIRES UNDER IMPROVEMENTS. NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL * l!lil SCH 80 UNDER ROADS MIN. 36" COVER; SCH 40 OTHER THAN ROADS MIN. 18" COVER. AS APPROVED IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) 3M OBY DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS K.B.I. K.B.I. KSC-XXX-S SWING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV WHEN RCV JS LOWER THAN THE SPRINKLERS ( INSTALL AS REQUIRED TO PREVENT ALL LOW HEAD DRAINAGE). KC-XXX-S SPRING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV IMMEDIATELY ABOVE FIRST LATERAL LINE TEE, WHEN RCV JS HIGHER THAN THE SPRINKLERS ( INSTALL AS REQUIRED TO PREVENT ALL LOW HEAD DRAINAGE), AS APPROVED RECYCLED WATER SIGN BUILDING BACKFLOW DEVICE SHOWN FOR REFERENCE ONLY. SEE CIVIL PLANS FOR FINAL LOCATION. RECYCLED WATER SYSTEM CALLOUT .-----VALVE NUMBER /A11\__s.5 -G.P.M. PURPLE EQUIPMENT MUST BE USED ON ALL RECYCLED WATER SYSTEMS. \.U TREE BUB--VALVE TYPE EB ~----VALVE SIZE SCALE: 1" = 20' · O" NORTH 0 20 40 60 80 0) M SHT#/ DET """" SHT 14/E SHT 14/E SHT 13/A SHT 14/B,J,J SHT 13/A SHT 14/B,J,J SHT 14/J SHT 1411 SHT 13/C SHT 13/C SHT 13/C SHT 13/G SHT 14/H SHT 13/H SHT 14/K SHT 12/A SHT 13/B SHT1418 SHT 14/A SHT 13/E,F SHT 13/E,F,J SHT 13/E,F SHT 13/E,F SHT 14/C,D SHT 13/E,F SHT 14/C,D SHT 14/C,D I LO < 0 N U) s ~ _J ~--------------------, SHT 13/D THE RECYCLED WATER SHALL ONLY BE USED IN COMMON HOA MAINTAINED AREAS APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA COUNTY OF SAN DIEGO GLENN LEEKS DATE ENVIRONMENTAL HEALTH SPECIALIST "AS BUil T" TITLE DATE REVIEWED BY: Underground Service Alert "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." PREPARED BY: SUMMERS/MURPHY & PARTNES INC LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY SUITE 200 DANA POINT, CA. 92629 949.443.1446 FAX: 949.443.1631 Call• TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG CARLSBAD MUNICIPAL WATER DISTRICT INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT 08127115 1 ST. CD LANDSCAPE REVIEW LJQJ CTr] f-0 __ 91_30_115--+-----+--P_LA_N_CD_R_E_-S_UB_M_ITT_A~L _DA_TE-'--------f----+----+---+-----I O CIT y OF CARLS BAD 9 03/28116 PLAN CD RE-SUBMITTAL DATE PLANNING DIVISION 04115116 PLAN CD RE-SUBMITTAL DATE ~L=A::;N=.D=.S=.C;=A;_:P:;::E~I;M=.P:=R:=O:=VE~M~E:=N=,;T=::;P;L=A;N;S=::;F=.O::;R:=,===='-'====; ROBERTSON RANCH REC CENTER DEVELOPERS NAME: __ T_o_L_L_B_R_o_T_HE_R_s_____ CARLSBAD, CA IRRIGATION PLAN ADDRESS, ~:~,:~~i:~:6:D COUNTRY RD SUITE 200 1------+--+------------------+---+--t----+-----1 I-A-PP_R_o_v_Eo_, __ ~---~l=<--=C:yoC¥--t>l~l=-¢lt=-,,._-- /; PLANNING _.,; :,i ( /,C TELEPHONE 650.377,5810 ;;:;;;:;:::;::;:===:;-;::=============;-;:======= ~ 1------------------_~_~_~_':_~~:_::_-:,===-+----:c=c--t-==-+-------------------j,--,---=,__+--=---l------t----l DWN BY; ---PROJECT NO. DRAWING NO. , P,A TE DISTRICT ENGINEER ,;,;:rry J:. J-,'/'7 DATE PLAN PREPARED:____________ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: __ _ BY: DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: SDP15-01 488-6L L . ' ' ' (/) (/) (/) Cl) I __J '' :,L- i/ 27+00 Controller# Hydrozone * A ZONEl A ZONE 1 A ZONE 1 A ZONEl A ZONEl A ZONEl A ZONE 1 A ZONEl A ZONE 1 A ZONE 1 A ZONEl A ZONEl A ZONEl A ZONEl A ZONEl A ZONE 1 A ZONE 1 A ZONE 1 .. q Zone or Valve 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 u .. . ... Parking Lot P . ~ erv1ous. ___ ,v See Plans by Others ' • •· V ROBERTSON RD. - Irrigation Method DRIP BUBBLER BUBBLER DRIP BUBBLER DRIP DRIP BUBBLER BUBBLER DRIP DRIP BUBBLER DRIP DRIP BUBBLER DRIP BUBBLER DRIP . Plant Type/ Factor*" (PF) SHRUB (0.5) TREE (0.7) PALM (0.8) SHRUB (0.5) TREE {0.7) SHRUB (0.5) SHRUB {0.5) PALM (0.8) TREE (0.7) SHRUB (0.5) SHRUB (0.5) TREE (0.7) SHRUB (0.5) SHRUB (0.5) PALM (0.8) SHRUB (0.5) TREE (0.7) SHRUB (0.5) Total Landscape Hydrozone Area SF 2,460 40 60 2,640 60 1,222 430 40 50 1,315 624 50 1,293 1,560 40 1,030 50 1,610 14,574 .. % of Total Landscaped Area 17% 0% 0% 18% 0% 8% 3% 0% 0% 9% 4% 0% 9% 11% 0% 7% 0% 11% 100% - I 91n• vv .. .. . .. ... ', 1,r-----u-u':p I .. Pool Fence J ; Cabanas Arbor Surround t8l J" ® ]~ I ~ Resort Pool w/ J:fil Lap Section _: .. 1 ! ! ; 4l , ~., ==:::tt.1 1l 811 ' . I . . . . . /_ • • r • 30+00 ti: - .. . . ' I I 1 ! ! ~-Wading Pool • • • • xix: H ' "L'==='==:c=='='.l bSl ~ - . ' " \ l I 7l!>tll ' / ~-Bio -Retention Area "-..____ Cabanas I '-• • . " . :, L h i --31+00 . . . ' .. . . . . -p,, v1, . R'"' VG w -j - ' SITE TOTAL AREA ' TOTALtANDSCAPEO ;*.u AR!:A '*** LANDSCAPE% OF 1 ITE WATER USE REDUCTION MEASURES: 43,818 14574 33% ROBERTSON RANCH RECREATION CENTER Meter 'A' 3121/2016 MAXIMUM APPLIED WATER ALLOWANCE: TOTAL MAWA=(Eto)(0,62){(0.7 x LA)+ (0.3 x SLA)] Eto factor crop LA 375,255 Gc,.1./Yr 47.0 0.62 0.7 18, 130 = 369,816 502 ccflyr SLA 0.3 18,130 = 5,439 MAXIMUM APPLIED WATER ALLOWANCE: 375,255 TOTAL ESTIMATED APPLIED WATER USED: 348,326 Percentage of MAWA used : 93% CITY OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU) Landscape hydrozone number 1 (Recycled} STEPS {shrub drip} I StA Eto ··•• 47 Conversion Facto, ~---------_:Oll.:.6~2~ ________ _,1:;::· ·:::·;::"":;:":i;:j""' (step1xstep2) ::if 29.1 ;::::--· Wulcols (PF) ,!:ll:P 0.5 0.5 0.5 0.5 0.5 0 11111:: Hydro-zone area sf(HA) (step 4x step 5) 14574 0 0 0 0 0 0 7287 0 0 0 0 0 Irr Efflde ncy (IE) !I: :¾l: f----'0"'.8'---+---"0.~8-+------'0c:.8::... -+--"'0."'8--l---'0°'.8"-+---'0::__,-1:,!11-Hf!-H-HI (step 6 / step 7) (total all step 8+ total $LA sf in steps I Total sh-all not 9109 0 0 0 0 0 9109 265,429 (step 3 x step 9) I ETWU 1n gal/yr- exceed MAWA "'---------------------------l CITY OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU) Eta (step lx step 2) Wulcols (PF) Hydro-i:one area sf (HA) (step 4x step 5) Irr Efficiency (IE) total SLA sf in step 5 (step 3x step 9) ETWU in gal/yr• Total sh al I not exceed MAWA STEPS 1 (pool/spa) 0.8 0.5 3556 0 2845 0 1 0.8 2845 0 Pool /Spa hydrozone numberl(Potable) 47 29.1 ().5 0.5 0.5 0 0 0 0 0 0 0.8 0.8 0.8 0 0 0 28115 0 0 0 0 0 82,897 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. 0) ~ ~ I LO < 0 N Cf) s 0::: _J 5, 3" DEPTH FOR MULCH FOR SOIL TEMPERATURE REGULATION, THE RECYCLED WATER SHALL ONLY BE USED IN COMMON HOA MAINTAINED AREAS WATER USE NOTES: 1, ALL IRRIGATION FOR SITE WILL BE SUPPLIED WITH POTABLE WATER AND DESIGNED WITH RECYCLED WATER EQUIPMENT PER CllY 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. 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. 1AM 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 CERTIFYTHATTHE PLANS WILL BE PREPARED IMPLEMENTING THOSE REGULATIONS TO PROVIDE EFFICIENT USE ~ SIGNATURE APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA COUNTY OF SAN DIEGO GLENN LEEKS DATE ENVIRONMENTAL HEALTH SPECIALIST Outdoor Fireplace w/ Trellis and Seat Wall Scale: 1"=20' "AS BUILT" Underground Service Alert Call• TOLL FREE 1•800 422·4133 0 10 HYDROZONELEGEND tm:sm HYDROZONE 2 {shrub PA areas) PLANTING WATER NEEDS MODERATE. 20 40 IRRIGATION TYPE DRIP AREA 14,574 SF. % OF TOTAL 100% 08127/15 1 ST. CD LANDSCAPE REVIEW 1--~+---+-'~-~= 09/30115 PLAN CD RE·SUBMITTAL DATE ,-..---t---+-----03/28116 PLAN CD RE-SUBMITTAL DATE l-----+---+-----04115/16 PLAN CD RE-SUBMITTAL DATE 1-----+---+----- TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT ~ L2!J CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR, ,--::::=::::--ir::::::;;:::-;::-;:-;::-:~-----'--rw7o_w_o_R_K1_Na_o_A_vs_sE_Fo_R_E_v_ou_o1a__,_ __ --:-_1 _______________ 1 1-------+---+--------------+----+-----+----+----1 ROBERTSON RANCH REC CENTER PREPARED BY: CARLSBAD MUNICIPAL WATER DISTRICT DEVELOPERS NAME: TOLL BROTHERS CARLSBAD, CA SUMMERS/MURPHY & PARTNES INC LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY SUITE 200 DANA POINT, CA 92629 949.443.1446 FAX: 949.443.1631 DATE DISTRICT ENGINEER HYDROZONE PLAN ADDRESS: 725 W. TOWN AND COUNTRY RD SUITE 200 t----t-----+----·· ~ ··~=====~----------1-----,---+------------------+---+---+----+-----1 I-A-P_P_R_o_vE_D_, ___ __;=---_ _,_ _ _..>=<41 __ 1£<.VINE, CA 92868 I -4-E:..l\ --<'it TELEPHONE: 650.377.5810 PLANNING DWN BY, CHKD BY: __ _ RVWD BY: DATE PLAN PREPARED: __________ _ BY: OA IE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PROJECT NO. SDP15-01 DRAWING NO. 488-6L IRRIGATION SCHEDULE -ESTABLISHMENT PERIOD (6 m,;inths) ROBERTSON RANCH REC CENTER JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Total: . ETo/Mo 2.20 2.40 3.60 4.10 5.10 5.40 6.10 5.80 4.50 3.30 2.40 2. W 47.00 POC I Controller: I A ETo/Day 0.07 0.09 0.12 0.14 0.16 0.1/l 0.20 0.1!) 0 15 0.11 0.06 0.07 • , Days/We.el< 2 3 3 3 4 4 4 4 4 3 3 2 I Type AKc I Pr Rate I IE / ! ! / •~•~N ' • ' 0 • Shrub . I lniine Drip 0.5 I 0.77 0.8 12.1 9.7 13.2 15.5 14.0 15.3 16.8 15.9 12.8 12.1 9.1 11.5 Min/Day lO Qty. of Valves Total Run limes 121 97 132 155 140 153 168 159 128 121 91 115 Total Min/Day Tree I Palm . Bubblers ... I 0.9 3 0.85 5.3 4.2 5.7 6.8 6.1 6.7 7.3 Q.9 5.6 5.3 4.0 5.0 MiniDay 8 Qfu, of Valves Total Run Times 42 34 46 54 49 53 58 55 44 42 32 40 Total Min/Day ... .. . . ·~··-/ .. . . t•••• w ·•m M M 0 N N' 0 0 0 0 . ..... ... ' . . ,, .... •, ""•• •..••.. I· ··-~ ~• mm mmmmmwwwo . . • . . . l . .. . ····--· ... "·-/ .. .. /• . ... . . . ... . . . ... Total Valves::: 18 TOTAL RUN TIMES (HRS): 2.7 2.2 3.0 3.5 3.1 3.4 3.8 3.6 2.9 2.7 2.0 2.6 . . ... --. ". ____ ., .. , '" . I ... .. .. ....• ... mm ,, . . .. .. . . • JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC I I . . IRRIGATION SCHEDULE :'ESTABLISHED LANDSCAPE ROBERTSON RANCH REC CENTER JAN FEB MAR APR MAY . ETo/11/to 2.20 2.40 3.60 4.10 5.10 POC I Controller: I A ETo/Day 0.07 0.09 0.12 0.14 0.16 TYPICAL . 1Days/Week 2 3 3 3 4 Type I AKc I Pr Rate IE I . • "AO W Shrub • I : • lnline Drip 0.4 I 0.77 0.81 9.7 7.8 10.6 12.4 11.2 1.0 Qty. of Valves Total Run Trmes 97 78 106 124 112 Tree I Palm Bubblers 0.8 I 3 0.85 4.7 3:8 5.1 6.0 5.4 8 Qty. o!Valves Total Run Times 37 30 41 48 43 . • . ·• I ... I· . . .. .. .... , . w w w ' ... ww' ~~•• •••-••'~ .. . l,.,w •" ... ... mww,,w, " .. . ... Total Valves:, 18 TOTAL RUN TIMES (HRS): 2.2 1.8 2.4 2.9 2.6 .. _,_, M H ; ... w • " .. / ,_.,_, ; JAN Fee· Mii1r· • APR MAY L PLl<PlE OECTANGLLAR PLASTIC V/>J.VE BOXIM:AT BRAi'CED 'FS' 2. fNSI.IGRADE 3. R.OW SENSOR. 4. R.OW SENSOR CABLE F'-71620 5. CON!lUT ElJSl.l'IG, 6. WA'TB!PROOF DRY SPLICE CONIECTOR. 18' 2 IO • <. 5 PFEMN DOWNSTl<EAM 1. H/4' a.ecmcAJ. cor-our M>D SWEEP EU30W. 8. l<QIGATION MAN.N: FIIOM MAS1S VAJ..Ve. 9. MAN.N: TO TI-E l<CVS 10. OW, 0-l<ISTrS TAG IIO-MAX-f'2-laCP2. l GlJANTTTY OF (4) -BRICK FOi! STABUZATION 12. EDGE OF PAVNG. I-EADER Cl.! 131.JLOOG WALL. 4 IO PFEMN LPSTl<EAM - 7 A FLOW SENSOR . NOTES: BACKFLOW DETAIL SHOWN FOR REFERENCE ONLY. THE BUILDING BACKFLOW IS ALSO 1. THERE SHALL 6~ NO FITT~NGS SHOWN ON THE PLANS FOR REFERENCE ; OR CONNEC DON BETWEE THE METER ONLY. THE FINAL LOCATION WILL BE SHOWN AND' BACKFLOW ASSEMBLY. ON THE CIVIL PLANS. 2 CONSTRUCT 2' HIGH RET~NING WAL~ ON. 3 SIDES OF BA KFLOW ~f)E irTfl;ri~N '8j~Li?,r?NEND 3 (± t1~ 0<fl SHALi. % A OW fJILL SIDE OF SLOPE. RfVI~~ ~ HORIZONTAL CLEARANC S W EN WALL ; •:: AND BACKFL W P EVEN TER. -~ \ox.;,, II 3. DO Ngr INSTALL IN AREA ' '1,:,. --® SUBJ CT JO FLOODING. 12' MIN. ©-36" MAX ~ 1 36" MAX ,., ·"' .... I r5:c" =:'..i ! l1$T~II . ~ ... ' 11 •. · I . ' . . ' ~I ... •. ~-~-· ., . Lt ----j I I cl) /1 7 3 11 II /I PUBLIC PRIVATE. CONSUMERS RESPONSIBILITY ___ .... / ----:-" TO Bf INSTALLED PURSl/ANT TO MUNICIPAL CODE BOOK 140801~4001·S.w5 te TITLE 17 .OF !HE CALIFORNIA AD. INISTRA IVf. ODE. I IEM DISCRle11'lN SPECIDWG~ 1 METER ANO VAL VE { BY O!STR!CT \ 2 TYPE K HARD OR TYPE L HARD COPPER QR 8RASS-RlSER. 9 3 COPPER QR BRASS 90" ELBOW [ SOLDER ,IOINTS OR THREADED FHTINGS t 4 COPPER TIR BRASS NIPPLE. _..;, BRASS UN!QN. . 6. APPROVED HACKFLOW PREVENTER' AsS£M1--11 Y. 7 CONCRETE'TH:RUST BLOCk 8 METER SOX i BY DISTRICT l. . JUN JUL AUG SEP OCT NOV DEC 1'<>1"1: 5.40 6.10 5.80 4:50 3.30 2.40 2.10 47.00 0.18 0.20 o.rn 0.15 0 J 1 0.08 0.07 4 4 4 4 3 3 2 . I . I / / 12,3 13.4 12.B m.2 9.7 7.3 9.2 Min/Day 123 134 128 102 97 13 92 Total Min/Day ! 5.9 6.5 6.2 4.9 4.7 3.5 4.5 Min/Day 47 52 49 40 37 28 36 Total Min/Cay .. . I· . . . .. ...... mwmwmwwm ... . . WMMMWWWW , .. . 2.8 3.1 2.9 2.4 2.2 1.7 2.1 .. . "'""'" " """"" . . . "OCT '" w"" • .. ' " "" JUN JUL AUG SEP NOV DEC STATEMENT OF WATER CONSERVATION Please note the following principles of design utilized on this project directed specifically as conserving water and improving the efficiency of the irrigation system: All head spaced head to head 100% of manufacturers recommended radius. All sprinkler heads utilize matched precipitation nozzles and check valves. All sprinkler heads utilize pressure compensating screens. Triangular spacing utilized for head layout throughout irrigation system. Irrigation zones separated by plant material types. Irrigation zones separated by exposure and orientation. Utilization of irrigation system master valve. Utilization of irrigation system flow sensor. Utilization of rain shut-off device connected to irrigation controller. Utilization of controller with water budgeting feature. IRRIGATION SYSTEM SHALL BE TESTED AND MAINTAINED ON A MONTHLY BASIS BY THE MAINTENANCE STAFF. AN IRRIGATION AUDIT, IN COMPLIANCE WITH THE STATE OF CALIFORNIA LANDSCAPE WATER MANAGEMENT PROGRAM, SHALL BE PERFORMED BY A CERTIFIED IRRIGATION AUDITOR PRIOR TO TURNOVER OF PROJECT AND EVERY 5 YEARS THEREAFTER. THE REGULAR MAINTENANCE SCHEDULE COUPLED WITH THE AUDITS SHOULD HELP TO MAINTAIN THE IRRIGATION EFFICIENCY AS INTENDED IN THE DESIGN \)'.NDSCAp PREPARED BY: IRRIGATION LEGEND SYMBOL MFG. MODEL NO./ DESCRIPTION TREE BUBBLER HUNTER EACH SYMBOL REPRESENTS (2) HUNTER PROS-04-PRS40•CV-R, 4" POP-UP WITH A PCN H .5 GPM FLOOD BUBBLERS PER TREE. HUNTER EACH SYMBOL REPRESENTS (2) HUNTER PROS-04-PRS40•CV-R, 4" POP-UP WITH A PCN H .5 GPM FLOOD BUBBLERS PER PALM. (DO NOT INSTALL PURPLE CAPS ON POTABLE SYSTEMS) SHRUB DRIP NO SYMBOL ® 161 IE! [El l8iil -[SJ 12] [El ~ ~ • RGP-212-05-E DL2000 DRIP TUBING WI 0.5 GPH EMITTERS 12" ON CENTER, INSTALL TUBING ROWS A MAXIMUM OF 14-16" APART IN SHRUB AREAS. ALL TUBING SHALL BE INSTALLED 4" BELOW FINISHED SOIL GRADE WI 9" WIRE STAKES FIVE (5) FEET ON CENTER; VERIFY THE LAYOUT AND SPACING IN THE FIELD PRIOR TO STARTING WORK (INSTALL RGP-212-05 DL2000 DRIP TUBING WI 0.5 GPH EMITTERS FOR POTABLE SYSTEMS) TORO "LOC-EZE" FITTINGS WITH PVC TEE OR ELL FITTINGS FDR CONNECTION BETWEEN PVC LATERAL LINES AND DRIP TUBING AG PROD. ALL CONNECTIONS BETWEEN DRIP TUBING SHALL BE MADE USING "LOC-EZE" FITTINGS TORO PROVIDE A FCH-H AUTOMATIC FLUSH VALVE AT END/MIDDLE OF DR/PLINE 3/4" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH VALVE INSIDE A SEPERATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL MIN. ONE FLUSH VALVE PER 1000' OF TUBING IN EACH DIRECTION ON DRIPLINE FLUSH MANIFOLD. INSTALL 18" FROM PAVING. INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS . TORO IRRITROL IRRITROL NIA P.O.C. NIBCO HAYWARD SUPERIOR HUNTER TORO RAIN BIRD TORO Y0-500-34 AIRNACUUM RELIEF VALVE INSTALLED WITH A FT-050 CONBINATION TEE AND A 314" X 112" REDUCER BUSHING, INSTALL AIR RELIEF ASSEMBLY INSIDEA6" ROUND VALVE BOX AT THE HIGH POINT OF EACH PLANTER, MIN.1 ARV PER 500' OF DRIPLINE. USING AIR RELIEF LATERAL, CONNECT AIR RELIEF VALVE TO ALL DRIPLINE LATERALS WITHIN THE ELEVATED AREA. MULTIPLE ARVS SHALL BE REQUIRED PER RCV WITHIN UNDULATING AREAS, VERIFY QUANTITY PRIOR TO STARTING WORK, INSTALL VALVE BOX 18" FROM PAVING AND AT HIGH POINTS OF PLANTER AREA. INSTALL ALL AIR VACUUM RELIEF EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. MC-246' PLUS (24) STATION PED-SS PEDESTAL MOUNTED IRRIGATION CONTROLLER. LOCATE PER OWNER I DEVELOPER AWAY FROM VIEWS. INCLUDE A STAINLESS STEEL ENCLOSURE PER LEGEND I DETAIL CL-100 CLIMATE LOGIC WEATHER SENSING KIT TO BE INCLUDED AND INSTALLED WITH THE CONTROLLER. 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD 1" RECYCLED WATER METER WITH A 2" SERVICE LINE, VERIFY SIZE, LOCATION, RW NOT INSTALLED WHEN THESE PLANS WERE COMPLETED. (RW HGL OF 384 -344 FROM CMWD ENG. LINDA 760.602.2420) PROVIDE (2) RWWARNING SIGNS PER DETAIL. LOCATE ON SITE PER INSPECTOR DIRECTION. STATIC PRESSURE DESIGN PRESSURE MAXIMUM GPM T-113 BRONZE GATE VALVE· LINE SIZE 94.8 PSI 63.7 PSI 27 GPM POC ROBERTSON RD. STA. NO 29+30.00. POC ELEV. 125 EL HIGHEST AREA SERVED 132 EL 1.5" MODEL #72 BASKET STRAINER 2" SIZE WI FLANGED CONNECTIONS AND 80 MESH FILTER ELEMENT. MODEL 3200-RW 1" NORMALLY CLOSED MASTER CONTROL VALVE/ PRESSURE REGULATOR. HFS-100-FCT-100 FLOW SENSOR, INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND WIRE TD CONTROLLER 100-ATLVC -QUICK COUPLER VALVE W/ (PURPLE) LOCKING CAP AND ACME THREAD (LOW FLOW VALVE RANGE 0.2-5.0 GPM XCZ-LF-075,PRF-R 314" VALVE) (MED FLOW VALVE RANGE 3.0-15.0 GPM XCZF-100-PRF-R 1" VALVE) PLASTIC DRIP CONTROL VALVE, WITH PRESSURE REGULATING FILTER. INSTALL BOTH ON THE DOWNSTREAM SIDE OF EACH DRIP RCV IN A VALVE BOX. TPVF100MM 1" LOW FLOW REMOTE CONTROL VALVE. INCLUDE EFF-KIT AND 89-7855 PURPLE HANDEL ------AS APPROVED PURPLE PVC PIPE 3/4" -2" SCH. 40 AS LATERAL LINES 12" BELOW GRADE -AS APPROVED SCH 40 PURPLE PVC PIPE FOR 1-1.5" AND SMALLER, 2" PVC CL 315 FOR MAINLINES 18" BELOW GRADE. CONTRACTOR MUST MAINTAIN A 4' MIN SEPARATION BETWEEN POTABLE AND RECYCLED WATER LINES == AS APPROVED PURPLE PVC PIPE SCH. 40180 AS SLEEVING ( SEE DETAIL), TWICE THE DIAMETER OF PIPE PLACE BELOW ALL PAVING, HARDSCAPE, ETC .. AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. 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. SLEEVES REQUIRES AT ALL DRIVEWAYS, WALKS, PAVING THAT EXCEED 3' WIDE. -• -• -AS APPROVED PURPLE SCH 40 PVC WIRE SLEEVES REQUIRED FOR ALL CONTROL WIRES UNDER IMPROVEMENTS. SCH 80 UNDER ROADS MIN. 36" COVER; SCH 40 OTHER THAN ROADS MIN. 18" COVER. NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) ND SYMBOL 3M DBY DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS NO SYMBOL K.B.I. KSC-XXX-S SWING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV WHEN RCV IS LOWER THAN THE SPRINKLERS ( INSTALL AS REQUIRED TO PREVENT ALL LOW HEAD DRAINAGE). NO SYMBOL K.B.I. KC-XXX-S SPRING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV IMMEDIATELY ABOVE FIRST LATERAL LINE TEE, WHEN RCV IS HIGHER THAN THE SPRINKLERS ( INSTALL AS REQUIRED TO PREVENT ALL LOW HEAD DRAINAGE). * AS APPROVED RECYCLED WATER SIGN PURPLE EQUIPMENT MUST BE USED ON ALL RECYCLED WATER SYSTEMS. WATER CONSERVATION NOTES THE FOLLOWING WATER CONSERVATION TECHNIQUES SHALL RECYCLED WATER SYSTEM CALLOUT BE EMPLOYED IN THIS PROJECT: VALVE NUMBER I • WATER CONSERVING PLANTS, AND PLANTS NATIVE TO HOT, DRY /A11\ 9.5 -G.P.M. SUMMERS, UTILIZED IN 95% OF THE TOTAL PLANT AREA. \_!:_/ !REE 8UB--VALVE TYPE • IRRIGATION ZONES SEPERATED BY PLANT MATERIAL . I VALVE SIZE • USE OF HYDROZONES WITH PLANTS GROUPED BASED UPON AMOUNT OF WATER NEEDED TO SUSTAIN THEM. • SOIL AMENDMENTS UTILIZED TO IMPROVE WATER HOLDING CAPACITY OF SOIL. • AUTOMATIC IRRIGATION SYSTEM ADJUSTED SEASONALLY AND WITH WATERING HOURS BETWEEN 9:00 P.M. AND 9:00 A.M. • IRRIGATION SYSTEM DESIGNED TO WATER DIFFERENT AREAS Underground Service Alert OF THE LANDSCAPE BASED ON WATERING NEED. • RECOMMENDATIONS GIVEN FOR ANNUAL IRRIGATION SCHEDULE. 'il' Call• TOLL FREE SHT#/ DET SHT 14/E SHT 14/E SHT 13/A SHT 1418,1,J SHT 13/A SHT 14/B,l,J SHT 14/J SHT 1411 SHT 13/C SHT 13/C SHT 13/C SHT 13/G SHT 14/H SHT 13/H SHT 14/K SHT 12/A SHT 13/B SHT 14/B SHT 14/A SHT 13/E,F SHT 13/E,F,I SHT 13/E,F SHT 13/E,F SHT 14/C,D SHT 13/E,F SHT 14/C,D SHT 14/C,D IRRIGATION NOTES RECYCLED METER WILL BE INSTALLED BY WATER DISTRICT. SEE PLANS FOR SIZE, LOCATION AND WATER DEMAND. THE CONTRACTOR WILL INSTALL BACKFLOW PREVENTION DEVICE. PRESSURE TESTING OF MAINLINE IS MANDATORY. SEE IRRIGATION SPECIFICATIONS IN THIS PACKAGE. AN INDIVIDUAL EMITTER IS TO BE PLACED AT EACH PLANT. EACH PLANTER SHALL RECEIVE EMITTERS WITH THE APPROPRIATE GALLONAGE PROVIDED. PROVISIONS FOR FUTURE EMITTERS AT THE DRIP LINE OF THE TREE SHALL BE PROVIDED FOR ALL EMITTERS ARE TO BE ON SCHEDULE 80 RISERS WITH DOUBLE STREET ELLS . PRESSURE REDUCING DEVICES, FILTERS, AND END FLUSH VALVES ARE REQUIRED. IT IS THE INTENT OF THESE DRAWINGS TO INDICATE A COMPLETE AND OPERATIONAL IRRIGATION SYSTEM GIVING FULL COVERAGE AND READY FOR USE BY THE OWNER THE DRAWINGS ARE BASED ON LANDSCAPE AND GRADING DRAWINGS IF EFFECT AT THE TIME THESE DRAWINGS WERE MADE. ANY DISCREPANCIES, OMISSIONS, ERRORS, ETC. ON THESE DRAWINGS OR ON THE SITE CHANGES, DO NOT AND SHALL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO PROVIDE A COMPLETE SYSTEM AS SHOWN. SHOULD THE CONTRACTOR REQUIRE TO MODIFY IN FIELD FROM PLAN DUE TO SITE CONDITIONS OR FOR OTHER FORESEEN DISCREPANCIES, HE MUST FIRST RESUBMIT TO CITY FOR CITY APPROVAL PRIOR TO COMMENCING CHANGE OF WORK. IRRIGATION CONTRACTOR SHALL VERIFY ALL PRESSURES ON SITE PRIOR TO CONSTRUCTION . LOCATE ALL VALVES IN PLANTING AREAS. IRRIGATION SYSTEM IS STRICTLY DIAGRAMMATIC, THEREFORE.CONTRACTOR MUST MAKE ADJUSTMENTS IN THE FILED TO INSURE ADEQUATE COVERAGE. IRRIGATION SYSTEM SHALL CONFORM TO STATE AND LOCAL CODES . THE SYSTEM SHALL BE FULLY GUARANTEED FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE. ANY DEFECTIVE MATERIAL OR POOR WORKMANSHIP SHALL BE REPLACED OR CORRECTED BY THE IRRIGATION CONTRACTOR AT NO COST TO THE OWNER 120 VOLT ELECTRICAL POWER OUTLET FOR CONTROLLERS SHALL BE PROVIDED AS NOTED. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HOOK-UP FROM OUTLET TO CONTROLLER. ALL WIRE FROM CONTROLLER TO ELECTRIC CONTROL VALVES SHALL BE COPPER UF #14 600v DIRECT BURIAL. USE BLACK FOR PILOT, WHITE FOR COMMON, BLUE FOR EXTRA WIRE. INSTALL IN COMMON TRENCH WITH MAIN LINE PIPING WHERE POSSIBLE. LABEL EACH CONTROL WIRE AT THE CONTROLLER WITH THE STATION NUMBER PROVIDE MINIMUM 18" COVER OVER ALL PRESSURE MAIN LINE PIPING, AND 12" OVER ALL NON-PRESSURE LATERAL LINE PIPING, OUTSIDE OF ROOTBALL. IRRIGATION CONTRACTOR SHALL INSTALL EMITTERS ON THE UP HILL SIDE ON BERMS AT EACH PLANT AND OUTSIDE OF ROOTBALL. DO NOT WILLFULLY INSTALL THE SYSTEM AS DESIGNED WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT WERE NOT KNOWN DURING DESIGNING. SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE: OTHERWISE THE IRRIGATION CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR ANY AND ALL NECESSARY REVISIONS. CONTRACTOR SHALL PLACE FINAL LOCATION OF AUTOMATIC CONTROLLER AS SHOWN ON PLANS. IRRIGATION SYSTEM MUST BE PROGRAMMED TO OPERATE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. ONLY. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 0) C"') ~ I LO < 0 N en s 0::: _J THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION CHECK VALVES SHALL BE INSTALLED AS REQUIRED TO THE RECYCLED WATER SHALL ONLY BE USED PREVENT ALL LOW HEAD DRAINAGE. IN COMMON HOA MAINTAINED AREAS • CONTRACTOR TO PROVIDE OWNER WITH (3) RECYCLED WATER SHT 13/D SIGNS PER THE CITY OF CARLSBAD SPECIFICATIONS. SIGNS TO BE INSTALLED WHEN RECYCLED WATER CONVERSION HAS BEGUN. APPROVED FOR IRRIGATION ANO PLANTING ONLY, INCLUDING Landscape Maintenance Schedule PRECISE LOCATION OF PLANTING AREA I. General Landscape and Irrigation Maintenance. The schedule shall identify the COUNTY OF SAN DIEGO entity that will be responsible for maintenance and shall provide for all of the general landscape and irrigation maintenance requirements. 2. Water Efficient Landscape Maintenance. In addition to the general maintenance requirements, the maintenance schedule for landscape projects that are subject to the Water Efficient Landscape Ordinance shall include provisions to: a) Maintain and operate the landscaping and irrigation system on the GLENN LEEKS DATE property consistent with the MAW A. ENVIRONMENTAL HEALTH SPECIALIST b) Maintain the irrigation system to meet or exceed an irrigation efficiency necessary to meet MA WA. "AS BU IL T" c) Replace broken or malfunctioning irrigation system components with components of the same materials and specifications, their equivalent or better. TITLE DATE Ensure that when vegetation is replaced, replacement plantings are REVIEWED BY: representative of the hydrozone in which the plants were removed and are typical of the water use requirements of the plants removed, so that the replaced vegetation does not result in mixing high water use plants with low water use INSPECTOR DATE plants in the same hydrozone. CARLSBAD MUNICIPAL WATER DISTRICT 08127115 1 ST. CD LANDSCAPE REVIEW I s12T I CITY OF CARLSBAD I S1E9TS I 1-800 09130115 PLAN CD RE-SUBMITTAL DATE , 422-4133 03/28116 PLAN CD RE-SUBMITTAL DATE PLANNING DIVISION 04/15/16 PLAN CD RE-SUBMITTAL DATE LANDSCAPE IMPROVEMENT PLANS FOR: TWO WORKING DAYS BEFORE YOU DIG ROBERTSON RANCH REC CENTER CARLSBAD MUNICIPAL WATER DISTRICT TOLL BROTHERS CARLSBAD.CA DEVELOPERS NAME: IRRIGATION LEGEND AND CALCS ~¼+~~~~ ..!::_:,~Ci • .,.~ SUMMERS/MURPHY & PARTNES INC ADDRESS: 725 W. TOWN AND COUNTRY RD SUITE 200 I APPROVED: ~c C+= E(\....;f: I REV. APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT " . 6-04 2 INCH AND UNDER -- ~!~~~ER OATE BACKFLOW INSTALLATION s-rAN◊ARO OwG, hO, W20 {if~ ;~ LANDSCAPE ARCHITECTS IRVINE, CA 92868 1:-~-I<... "' -< Signoture 34197 COAST HIGHWAY SUITE 200 7-31-16 TELEPHONE: 650.377.5810 PLANNING 1<~'"'"' ''"Jl DANA POINT, CA. 92629 OWN BY: PROJECT NO. DRAWING NO. JI,;, Date ~'t-949.443.1446 FAX1 949.443.1631 DATE DATE PLAN PREPARED: DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION SDP15-01 488-6L l'(; OF CALl'o'I' DISTRICT ENGINEER BY: DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: NOTES: ~ti-Al S, Al\~ ~ ~lpllN 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. ---DRIP TUBING 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 BROUGHTT041/2" BELOW FINISHED GRADE AND PROPERLY COMPACTED AS PER THE LANDSCAPED DRAWINGS PRIOR TO THE INSTALLATION OF THE TUBING. INSTALL TUBING AS INDICATED ON THESE DRAWINGS AND SECURE TO GRADE USING WIRE HOOP STAKES AT 5 FEET ON CENTER SPACING. BACKFILL FINAL 4" OF SOIL OVER THE TUBING AFTER INSTALLATION OF THE TUBING AV~ 6" DOWN ' ., SLO§E '3 "- l ,. 20 1/\ I •I, X t 15 ---------10 / "' '3 "-l ' I. 5 [ ~l REMOTE CONTROL VALVE {SEE IRRIGATION LEGEND FOR CONFIGURATION) - 1- ------------- ' ~ - ~" / ---- -'/ - ,~/VACUU M RELIEF VALVE TO DRIPLINE tLUMBED OR EQUL) AT EACH HIGH POINT) IN-LINE, VALVE TO LOW END ARROW IN SPRING CHECK DISCOURAGE DRAINAGE {TYP) TRIANGULA DICATES CHECK DIRECTION TE EMITTER SPACING (TYP) ATION LEGEND/SPECIFIC- R LATERAL AND IN LINE {SEE IRRIG ATIONS FO SPACING) PVC SUPP LY MANIFOLD MANIFOLD CONNECTIO {PVC TO E N {OR EQUAL) LL) -AREA PERI METER , , ,, "- ~ IN LINE SP ACING DRIPLINE LATERAL {OR EQUAL ) SEE LEGEND/ SPECIFICATI ONS FOR LATERAL E SPACING AND IN LIN PVC FLUS H EXHAUST MANIFOLD LATERALS -12" FROM EDGE TREATMENT AT PERIMETER PAVING OR F SLOPE AND 6" AT TOP ~BOTTOMO ~ " OF SLOPE ~ METAL STAKE {TYP) Li _____________ {SEE NOTE 3) NOTES: 1, SEE IRRIGATION NOTES,LEGEND/SPECIFICATIONS FOR ADDITIONAL INFORMATION ZONE FLUSH VALVE PLUMBED TO PVC {TYP) 2, IF DRIP TUBING HAS BEEN HAND DUG IN, STAKE DRIPLINE AT 4' O,C, AND AS NECESSARY TO INSURE SECURITY 4" BELOW GRADE. IF DRIP TUBING HAS BEEN PLOWED IN, NO STAKING IS NECESSARY. 3. ALL FITTINGS TO BE USED WILL BE PER MANUFACTURERS SPECIFICATIONS USE COMPRESSION FITTINGS ONLY OR APPROVED EQUAL 4. RUN TUBING PARALLEL TO SLOPE. IN THE UPPER 2l3rd'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 HOLO DOWN TUBING, 5 FEET ON CENTER ALONG LENGTH OF TUBING ===:tn==-=:ri==:::;::::;:;:;=;;;;=;:;;:---112" SCH 40 PVC THREADED TEE FITTING r---· ------· · WITH TWO HUNTER PLD050 15mm (112"} fTT ffi' 11 -ffi Ti-Ti m''=rr ffi T; f X 17mm BARB MALE ADAPTERS 1WJJm1J11~11i'1 1 11Ln1 111drr111m111 1 i 1 .i=,.. --4" oF srnL To coMPLETELY 4" =' 11 Ii 1-1, I I 11"-I , I 1=111~111-111-COVER THE DRIP TUBING 1 " ~ ~, -11-1,~ -,,---. 1- jfliTll{iill 11111 I 11 LANDSCAPE DRIP LINE, 17mm OUTSIDE DIAMETER FINISHED GRADE OF AMENDED SOIL =' 1.-111-111-111, I i'=I I "'I I 1=01 IF=' ~~IJlll~lll;;;~I SCH 80 PVC NIPPLE 112" X 6" MINIMUM C:Ci I lc=I Ii--I I '-::I I LENGTH, THREADED BOTH ENDS kt;- 1 rn11 ~u,-~ AMENDED SITE srnL, sEE PLANTING PLANs 1·-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 112" PVC HEADER LINE, SUPPLY OR DISCHARGE SECTION VIEW -N.T.S. NOTE: TUBING INSTALLED IN PARALLEL ROWS, SPACING AS INDICATED ON THE LEGEND. CK ______ ZONE FLUSH VALVE G PLUMBED TO PVC {TYP) FV MANIFOLD CONNECTION {PVC TO ELL) {OR EQUAL) ,-----PVC FLUSH EXHAUST MANIFOLD Tf--~--METAL STAKE (TYP) X ~X+---1M""-----TRIANGULATE EMITTER SPACING ..J<-1-1">1'-(TYP) (SEE IRRIGATION LEGEND/SPECIFIC-ATIONS FOR LATERAL AND IN LINE SPACING) CK fl-II~;;::::::::::::::;:-PVC SU PPL Y MANI FOLD D EMOTE CONTROL VALVE (SEE IRRIGATION LEGEND FOR CONFIGURATION) ~---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 -6"-9" 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 @ +4' ELEV. CHANGE ~--CONTINUOUS PVC TRUNKLINE MANIFOLD PREPARED BY: B --------FINISHED GRADE IN TURF AREAS -----IDTAG, RECVCELD ----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 1" BRASS HOSE SWIVEL, INSTALL QCV SO THAT KEY WILL CLEAR THE TOP OF BOX DURING OPERATION ::_=rTE._'=TTF'_'j~~==*~-=~112•~ -FINISHED GRADE m m-r 3" MAX. ~-IN SHRUB AREAS • 111 111 1111m111•-UNDISTURBEDOR ·111-111-~ ·I I _J . NATIVE SOIL . 111 11 QUICK COUPLER VALVE (LOCKING PURPLE CAP) STAINLESS STEEL CLAMP 2 REQUIRED, SEE SPECS 1~~~~1:~---#4 x 36" REBAR STAKES, 2 REQUIRED 1.c:::o,,.1---BRICK SUPPORTS 3 REQ. PER BOX ~ PVC MAINLINE PIPE AND / 11 SCH. 80 SLIP TEE, WITH "°'--'-' A SCH. 80 PVC T.O.E. NIPPLE, 1" x 12" MIN. LENGTH, AND A 1" BRASS THREADED ELL ~-------QCV SWING JOINT, W/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. NOTE: ~-----------LANDSCAPE FABRIC ~------------3/4" ROCK, 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. QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. (SEE LEGEND) QUICK COUPLER VALVE SECTION VIEW-N.T.S. DIMENSION A B 1/2" TO 1 112" SIZE 12" 18" 2" TO 2 112" IN SIZE 12" 18" 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" CONTROLLER-------.,'!fG0=j§§===aa\=iifil -----RAIN SENSOR INSIDE A STRONGBOX RGVRSS ENCLOSURE STAINLESS STEEL, 18" ----11 OR 24" WIDE FRONT ENTRY CONTROLLER ENCLOSURE NEMA 3R RAINPROOF RATED POWER SWITCH -----1tt1 ! ~ AND RECEPTACLE ,,----TERMINAL STRIP FOR REMOTE CONTROL VALVE WIRE CONNECTIONS 1 1/4" PVC CONDUIT/ SWEEP FOR ELECTRIC SERVICE 1" PVC CONDUIT/SWEEP FOR ET GAGE WIRES (IF REQ.) 0 1" PVC CONDUIT/SWEEP -~ FOR TELEPHONE LINE (IF REQ.) -H-------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 STAINLESS STEEL HARDWARE 1 114" PVC CONDUIT/SWEEP FOR COMMUNICATION CABLE TO OTHER CONTROLLERS (IF REQ.) '----3" PVC CONDUIT/SWEEP FOR CONTROL WIRES TO VALVES '----------5/8" DIA. x 8' COPPER GROUND ROD W/#10 GROUND WIRE AND CLAMP ~---------1" PVC CONDUIT/SWEEP FOR FLOW SENSOR/MCV WIRES (IF REQ.) C CONTROLLER ENCLOSURE ~,:"'""-:-:~~-:-. -~•·-----::~.;:-.:,. ,-. ',•••_4~, -.::--:-.-:;_._~~--;-:-~~.,-7---PAVING OR D.G. PATH . m -~~· -· -· ~---SAND BACKFILL COMPACTED =1 I 1= . . .. A ........... : B .. : <C. ~~1~~1i8i~lTY OF :I I I 111 . ~ LESS THAN 3" DIAMETER SLEEVE 111 ·.<· ~.'""1·'-----'-'-'-'-'-l4-.:...:.C.CJC:.:.:.C-.J...C~LLI~-120 VOLT ELECTRICAL :I I 1-1 11 : 14~+':':':':":r-l+l-ttt--LESS THAN 6" DIAMETER SLEEVE 111 •••• ----UNDISTURBED SOIL =1 I 1-·.·.· . ... ':'tj-tt-1--1-t-t-0 --CONTROL WIRES =1 11 GREATER THAN 6" DIAMETER SLEEVE =m J..Ut:1~~~~:fi'.m' , 'm~ =11i1 11 11 = = = = m 111i1 11 111! PVC SLEEVES TO BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. SECTION VIEW-N.T.S. INSTALL (2) LAYERS OF RECYCLE WATER WARNING TAPE CONTINUOUSLY ALONG MAINLINE ROUTE. • ONE LINE IMMEDIATELY ON TOP OF THE MAINLINE • ONE LINE 12" ABOVE THE TOP OF THE MAINLINE DIMENSION A B C D E F BELOW ROADS 36" 48" 36" 36" 6" SCHBO BELOW NON~ROADS 24" 36" 36" 36" 6" 18" SCH40 .... TIE A 36" LOOP IN ALL WIRING AT . . ... _1i' CHANGES OF DIRECTION GREATER THAN .. 30 DEGREES, UNTIE AFTER ALL CONECTIONS HAVE BEEN MADE. NOTE: G NOTE: 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 PLASTIC PIPING SHALL BE SNAKED WITHIN TRENCH. BUNDLE WIRING AND WRAP WITH TAPE AT TEN FOOT INTERVALS. ALL CURBS SHALL BE MARKED WITH A "SCORE" MARK TO DESIGNATE SLEEVE LOCATION. HORIZONTAL DIMENSION BETWEEN SLEEVES SHALL BE A MINIMUM OF 4 INCHES ALL MAINLINE PIPING TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION SPECIFICATIONS. DEPTHS OF SLEEVES, BACKFILL, AND COMPACTION OF TRENCH SHALL BE IN ACCORDANCE WITH CITY STANDARDS. E PIPE AND WIRE TRENCHING F SLEEVE TRENCHING -----FINISHED GRADE IN TURF AREAS ----PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND ~as"' ~RECYCLED WATER" ONTO LID. BASKET STRAINER, SEE LEGEND FOR SPECIFICATION POTABLE WATER MINIMUM REQUIRED VERTICAL SEPARATION PURPLE SLEEVE AT POTABLE LINE CROSSINGS---t NOTE: 3.5' 12" Underground Service Alert ~-----BRASS UNION ~------BRASS NIPPLE n'P. ~-------LANDSCAPE FABRIC ~-------3/4" ROCK, 2 CUBIC FT. ALL RECLAIMED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN THE "STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS WATER DISTRICT" RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS OCTOBER 1993. ~--------------PVC MAINLINE PURPLE "ALERT LINE" FROM P.O.C. NOTE: SECTION VIFW-NI$ SERVICE LINE CROSSING All proper sign age, as shown below, must be in place prior to issuance of meter for your system. Failure to install the required signs per CMV\JD standard$ will delay your meter set. If a system is found to be given 48 hours notice to install proper signs before CMWO will lock off existing meters. CMWD will not be responsible for ant sub.sequent landscape material that may wither and die a$ a result of a meter being locked off. ® RECYCLED WATER 0) CY') """' I LO < WHITE PAINTED ALUMINUM SIGN WITH PURPLE VINYL LETTERS. PER THE IRVINE SPECTRUM IRRIGATION GUIDELINES. DO NOT DRINK INSTALL WITH 318" STAINLESS C> STEEL BOLTS AT A MINIMUM OF TWO LOCATIONS -LENGTH REQUIRED SIGNAGE FOR RECYCLED WATER USE AREAS· ALL USE AREAS ACCESSIBLE TO THE PUBLIC SHALL BE POSTED WITH SIGNS (MINIMUM 2 PER METER) THAT ARE VISIBLE TO THE PUBLIC JN A SIZE NO LESS THAN 4 INCHES HIGH BY 8" VVIDE. 12" 4" AS REQUIRED. USE 1" N DIAMETER WASHER TO PROTECT SIGN 1-----1-1/4" GALVANIZED STEEL U -CHANNEL, OR BOX POST PAINTED WHITE nvo (2) SIGNS ARE REQUIRED PER WATER METER I----CONCRETE =1 1 1 en s ~ _J ~---~ 11 "~ 111 ~= 111 =,I, II= 8" D RECYCLED WATER SIGN APPROX. 8" • 1 ---/~ METER BOX WITH METEER 24" I I 12" MIN. 10' MINIMUM WATER IRRIGATION MAINLINE WITH SLEEVE 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. POTABLE MAINLINE CROSSING THE RECYCLED WATER SHALL ONLY BE USED IN COMMON HOA MAINTAINED AREAS APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA COUNTY OF SAN DIEGO GLENN LEEKS DATE ENVIRONMENTAL HEALTH SPECIALIST "AS BU IL T" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT Call• TOLL FREE 1-800 422-4133 USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF THE BASKET STRAINER ASSEMBLY. {POTABLE SYSTEMS -GREEN VALVE BOX LIDS/ RECYCLED SYSTEMS -PURPLE VALVE BOX LIDS) 08127115 1 ST. CD LANDSCAPE REVIEW t-Occ-9/c--:30--:-:/1-c-5 -i---t--PLA_N_C_D_R_E-_SU_B_M_ITT_A_L_DA_T_E ---------l---+----t---1-------1 ~3 CITY OF CARLSBAD ~ 03128/16 PLAN CD RE-SUBMITTAL DATE ~ PLANNING DIVISION L_1i!__J TWO WORKING DAYS BEFORE YOU DIG H BASKET STRAINER CARLSBAD MUNICIPAL WATER DISTRICT DEVELOPERS NAME: __ T_O_L_L_B_R_O_T_H_E_R_S _____ _ 04115/16 PLAN CD RE-SUBMITTAL DATE :=:L=A==N==D==s==c~A;P==E=:::IM==P::=R::=O::=V==E::=M:=E::=N:=,:=r=P::=L=A:=N==S==F==O:=R=,===::"::====: ROBERTSON RANCH REC CENTER CARLSBAD,CA IRRIGATION DETAILS SUMMERS/MURPHY & PARTNES INC LANDSCAPE ARCHITECTS ADDRESS: 725 w. TOWN AND COUNTRY RD SUITE 200 l IB,VINE, CA 92868 , I@ q: E:{l...;it '1-·& ·(Sc (POTABLE SYSTEMS-GREEN VALVE BOX LIDS/ RECYCLED SYSTEMS -PURPLE VALVE BOX LIDS) 34197 COAST HIGHWAY SUITE 200 DANA POINT, CA. 92629 949.443.1446 FAX: 949.443.1631 ======~----------~-----i-----t-------------------+---+---+---+----1 I A __ PP_R_o_v_E_o_,-~_;;;r--~·_, _ _,_=~~~-- TELEPHONE: 650.377.5810 PLANNING A DRIPLINE LAYOUT/ CONNECTIONS DISTRICT ENGINEER DATE DATE PLAN PREPARED: ___________ _ BY: DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. SDP15-01 DRAWING NO. 488-6L ~-----FINISH GRADE IN TURF AREAS --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 14€filss---24" WIRE LOOPS AND 3M DBY-6 WATERPROOF WIRE CONNECTORS SCH. 80 PVC SLIP 90 DEGREE ELL ~ SCH. 40 PVC PIPE OR SCH. 80 T.O.E. NIPPLE WITH D.I. SERVICE TEE -1---TAPE WIRES TO PIPE BRICK SUPPORTS, 4 REQUIRED SCH. 80 PVC SLIP TEE OR LEEMCO DUCTILE IRON BBT SERVICE TEE FOR USE ON BELL AND GASKET MAINLINE PIPE LASCO #896 PVC UNION SLIP X MIPT, SIZE PER RCV, 2 REQUIRED FOR ASSEMBLY ELECTRIC REMOTE CONTROL VALVE, SEE LEGEND FOR TYPE ~---314" 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 LJDS) V V V V V V + + V V ' V . , V V V + ,, ., V U) vZ ., '.'i 0." V w •>W + U) ,U ., w -,o: + « Wv + 0. ,re) V U) □, V z ,'.'j V V V V V ' ., " v + V V + + V ' + V V V V ' + V V REMOTE CONTROL VALVE V n ' #: V V V V V V / n r-------..,, ❖~ L;-+ l + + , . ' I • V I I V ., V + V ' I . V '~ V u V V V ~,' L . . , + ,,~_/ ~v' + V + V V (t1:' 1;· + V ' ~~v 0- v~v v V V V '¥ V _ j,, V ' ' .. .. . -· . ,. .. ' .. . . . . .. . : ., .· .. -' . .. ' : .. . . .. -· ' . . ; •. . . . •. .. . • . . . : .. .. :. : ........ ; . . ': .. ~ ' . : . . . . ; : : . 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 PVC IRRIGATION MAINLINE INSTALLED 3 FT FROM HARDSCAPE EDGE FOR VALVE MANIFOLD BALL VALVE FOR RCV MANIFOLD ISOLATION QUICK COUPLER VALVE AND SWING JOINT SCH. 80 PVC 45 ELL FITTING, SIZE PER MAINLINE, TYPICAL HARDSCAPE EDGE (IE. SIDEWALK, ROADWAY, CURB OR OTHER PAVING MATERIAL) MAINTAIN 18" SET BACK FOR MAINLINE FROM HARDSCAPE EDGE EXCEPT AS NOTED 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 NOTE: ,---------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 THD. NIPPLE, LENGTH AS REQ., 3" MIN. ~-MASTER CONTROL VALVE, SEE LEGEND FOR SPEC. 12" ~--------FINISHED GRADE ~-IN SHRUB AREAS 112 4" --. WIRE CONNECTIONS l rr==)=F,~~d·-:__\~=tt~~llt~~-=--VALVE ID TAG, NON-POTABLE -r SCH. 80 PVC UNION ~---TRANSITION TO CORRECT PIPE DEPTH USING TWO 45 DEGREE SCH. 80 PVC ELLS ~\li's;-''s;::--~ SCH. BO PVC T.O.E. NIPPLE PVC MAINLINE TO RCV'S, SEE SPECIFICATIONS c.;;-'i',1I~--BRICK SUPPORTS f--C--"<~,,::...C~==-"'-" 4 REQ. PER BOX ~------314" ROCK, 3 CUBIC FT. ~-------LANDSCAPE FABRIC, WRAP UP AND OVER BOX HOLES --------AQUASEAL '/ VAPOR LOCK OPEN END OF CONDUIT -----------CONTROL WIRES IN SCH. 40 PVC ELECTRICAL CONDUIT CONTINUOUS TO CONTROLLER ~---------------BRASS MAINLINE PIPE AND SECTION VIEW -N.T.S. FITTINGS FROM BACKFLOW PER SPECIFICATIONS BRASS ELLS, BRASS NIPPLES, UNION, FEMALE ADAPTER AND AND ALL NIPPLES SHALL BE SIZED TO MATCH THE MASTER CONTROL VALVE OR AS INDICATED ON THE DRAWINGS. INSTALL VALVE BOXES 12" APART AS INDICATED ON EQUIPMENT SHALL BE INSTALLED SUCH THAT THERE IS NO LEVERAGE OR STRESS ON THE VALVE ASSEMBLY. PIPE SHALL NOT COME INTO CONTACT WITH VALVE BOX. USE A NON-HARDENING TEFLON PIPE SEALANT ON ALL THREADED CONNECTIONS. PROVIDE REGULATOR FOR VALVES WHEN PSI EXCEEDS 80PSI AT THE VALVE. (POTABLE SYSTEMS-GREEN VALVE BOX LIDS/ RECYCLED SYSTEMS-PURPLE VALVE BOX LIDS) MASTER CONTROL JOP VIEW B G 9 -. NOTE: CD FINISH GRADE ® STANDARD VALVE BOX WITH PURPLE COVER. @ WATERPROOF CONNECTION: ,;-., RAIN BIRD DB SERIES 7 8 ':!,I VALVE ID 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 6 2 ® 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 a a (POTABLE SYSTEMS -GREEN VALVE BOX LIDS / RECYCLED SYSTEMS -PURPLE VALVE BOX LIDS) DRIP RCV ASSEMBLY RECTANGULAR VALVE BOX, TYPICAL-------~ STAINLESS STEEL BOLT, WASHER AND-~ NUT TO SECURE BOX LID, TYPICAL HEAT BRAND LETTERS AND NUMBERS-~ ~---QUICK COUPLING VALVE BOX, TYP . ~--STAINLESS STEEL BOLT, WASHER AND NUT TO SECURE BOX LID, TYPICAL ~---PAVING EDGE, TYPICAL SECTION VIEW-N.T.S. "' . - CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO FACILITATE VALVE MAINTENANCE. INSTALL VALVE BOXES IN SHRUB AND GROUND-COVER AREAS WHERE POSSIBLE. INSTALL VALVE BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO PAVING EDGES. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOXES . DRIP RCV ANO WYE STRAINER BOXES IN THE SAME ORIENTATION AS THE BALL VALVE BOX. (POTABLE SYSTEMS-GREEN VALVE BOX LIDS I RECYCLED SYSTEMS -PURPLE VALVE BOX LIDS) VALVE BOX PLACEMENT f-------LOW VOLTAGE WIRES, 3 MAXIMUM ~-----WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE ~=++~•------CLOSE TUBE LID AFTER WIRE IS INSERTED INTO TUBE ,,__ ______ POLY TUBE PRE-FILLED WITH WATERPROOF GEL ~--LOCK TABS PREVENT WIRE REMOVAL ONCE CONNECTOR IS INSERTED SCOTCHLOK ELECTRICAL SPRING CONNECTOR. WIRES SHALL BE PRE-STRIPPED OF 1/2" OF THE /1,a"='aa INSULATION PRIOR TO INSERTION INTO THE CONNECTIOR. TWIST CONNECTOR ONTO WIRES TO 111 SECTION VIEW -N.T.S. SEAT FIRMLY. SCOTCHLOK CONNECTOR AND WIRES INSERTED INTO TUBE UNTIL THE CONNECTOR PASSES LOCK TABS NOTE: WIRE CONNECTOR SHALL BE A 3M DBY DIRECT BURY SPLICE KIT. KIT SHALL INCLUDE A SCOTCHLOK SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2 -3 #14 OR 2 #12 PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. C H WIRE CONNECTOR FINISHED GRADE IN TURF AREAS ~----ID TAG, NON-POTABLE ~----PURPLE PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BV" ONTO LID. ~--BRASS BALL VALVE, SEE LEGEND FOR SPECIFICATION SCH. 80 PVC UNION 1/2' 2" -----FINISHED GRADE =w 111 _ IN SHRUB AREAS 4" 2" n--'l0o0.0 • 'M" 10 ~6' ,)'])'-';'ct'. ci'iFH ~§';l_g~2~.~,-.,.~~~~KJ~~tf-~~---BRICK SUPPORTS 12 \..lj 4 REQ PER BOX L.... ________ SCH. 80 PVC NIPPLE L.__ _________ LANDSCAPE FABRIC, WRAP SECTION VIEW-N.T.S. UP AND OVER BOX HOLES NOTE: L.__ ___________ 3/4" ROCK, 3 CUBIC FT. ~~t\~~ft::_-=,r-_-_,~-----PVC MAINLINE PIPE 11-------VALVE BOX ~----H-------BALL VALVE """'======"" PLAN VIEW -N.T.S. BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE, INSTALL VALVE AND BOX PARALLEL TO HARDSCAPE EDGE, INSTALL BOX OFF-CENTER OF VALVE. INSTALL VALVE BOX EXTENSIONS AS 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) BALL VAL VE 2" & SMALLER D ~------~ FINISHED GRADE IN TURF AREAS NOTE: ~-----PLASTIC RECTANGULAR VAL VE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "PB" ONTO LID. ~----SEAL CONDUIT ENDS WITH AQUASEAL WATERPROOF ELECTRICAL CONNECTORS FOR ALL WIRE SPLICES, SEE DETAIL S1D038 ------FINISHED GRADE IN SHRUB AREAS -111™1 1 i' II,_•~-UNDISTURBED SOIL I" 11 111111 '--'l\"===::__--AQUASEAL/VAPORLOCK OPEN END OF CONDUITS l\°'li',---\1------LOW VOLTAGE CONTROL WIRE COIL, 24" MINIMUM :::-:::-:::-::::::_:,---SCH. 40 ELECTRICAL CONDUIT, WHERE REQ., SEE SPECIFICATIONS L.... ________ LANDSCAPE FABRIC, WRAP UP AND OVER BOX HOLES L....---------3/4" ROCK, 3 CUBIC FT SECTION VIEW -N.T.S. ALL CONTROL WIRE SPLICES SHALL BE INSTALLED INSIDE PULL BOXES. ALL SPLICES SHALL BE MADE IN ACCORDANCE WITH STANDARD PLAN NO. 516. WRAP LANDSCAPE FABRIC AROUND SIDES AND BOTTOM OF BOX TO COVER ALL OPENINGS. (POTABLE SYSTEMS-GREEN VALVE BOX LIDS/ RECYCLED SYSTEMS-PURPLE VALVE BOX LIDS) CONTROL WIRE PULL BOX PURPLE PLASTIC 6" CIRCULAR VALVE BOX WITH ----, BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "AV"ONTO LID. MULCH LAYER ~ (SEE NOTE 1) \ r SET BOX 1" ABOVE MULCH LAYER • .--------~,· ~1" SCH. 80 NIPPLE ------t+----[I] (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. ~i2" II ~ 11 111 .1 FINISH GRADE J1 I I- (POTABLE SYSTEMS-GREEN VALVE BOX LIDS/ RECYCLED SYSTEMS -PURPLE VALVE BOX LIDS) AIR RELIEF VALVE NOTE: ~--------INSTALL SPRINKLER HEAD FLUSH WITH FINISHED GRADE IN TURF AREAS 1--------POP-UP SPRINKLER HEAD, SPRAY OR ROTOR SEE LEGEND FOR SPECIFICATION 1/2" I Ii -1= r: I u,11 ~I I IL 11.11 ~1~11llc ~--- ==1, ,-=..-111==1 PURPLE COLLAR ON RECYCLED SYSTEMS INSTALL SPRINKLER HEAD 112" 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. E POP-UP SPRINKLER J 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 ff "~I ;:;:;IJ1;:;:fil- 11ffi'--I I 1:1111 I" 1111 w 0m=m3l§I' -TTT:Jil' II' _/ P.V.C. SCHEDULE 40 ELL NOTE: END FLUSH BALL CHECK VALVE 12" 12" MIN. IPS FLEX HOSE EXTENSION MULCH LAYER (SEE NOTE 1) r BRICKS AT EACH CORNER OF BOX ,111111illmll 1T11w,~ 1m111r -11 1-111--=:I I I_~ I !==II 1- L P.V.C. PIPE OR POLYTUBING AS APPLICABLE 1. 2" DEEP LAYER MULCH MATERIAL AS PER SPECIFICATIONS. (POTABLE SYSTEMS-GREEN VALVE BOX LIDS/ RECYCLED SYSTEMS-PURPLE VALVE BOX LIDS} DRIP FLUSH VALVE 0) CV) ~ I LO < C) N en s 0::: _J RECYCLED WATER GENERAL NOTES 14, ALL IRRIGATION PIPE SHALL BE STENCILED WITH WARNING, "NON-POTABLE OR RECYCLED WATER", COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES ANO REGULATIONS. THE RECYCLED WATER SHALL ONLY BE USED IN COMMON HOA MAINTAINED AREAS 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST OR MISTING. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TD THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY, AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT 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 WITH RECYCLED WATER ARE FROM 10:00 P.M. TO 6:00 A.M. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10: 00 P,M, TO 6:0D A.M. 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WIND BLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION IS STRICTLY PROHIBITED, 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVERSPRAYJNG 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. 1J. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-COOED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE, Underground Service Alert Call• TOLL FREE 1•800 422·4133 TWO WORKING DAYS BEFORE YOU DIG PREPARED BY: CARLSBAD MUNICIPAL WATER DISTRICT DEVELOPERS NAME: 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND/OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 18, THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. 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 WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGN SHALL BE CALLED OUT ON THE PLANS. 21. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WR/11NG. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEM WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, THE RECYCLED PUREYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT GREG DEACON 760-720-5485 OR AFTER HOURS CONTACT GREG DEACON 76D-637-9083 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/OR DESIGNATED OUTDOOR EATING AREAS ON THE SITE. 24. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. 25. ALL IRRIGATION 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 WWW.CI.CARLSBAD.CA.US/PDFDOC.HTML?PI0-340. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA COUNTY OF SAN DIEGO GLENN LEEKS DATE ENVIRONMENTAL HEAL TH SPECIALIST "AS BUILT" TITLE DA TE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT 08127115 1 ST. CD LANDSCAPE REVIEW uTI LliJ l-'0_913_01_15-+--+~P_LA~N~CD~R_E~-S~UB---'M~ITT=A---'LDCC.AC.CTE'-----~~---.j---+---+~-l---_.f 4 CITY OF CARLSBAD 9 03128116 PLAN CD RE-SUBMITTAL DATE ~::;;::::::=.;::::::::;::;;::::::P::LA;==N::N=I N::G::::::::D:::l=V=I S::I O=N==_::::::::===='-'===~ TOLL BROTHERS --------------- 04115116 PLAN CD RE-SUBMITTAL DATE LANDSCAPE IMPROVEMENT PLANS FOR 1----+~-t--~~~~~~~~~-t--~-+----+-~-+---1 ROBERTSON RANCH REC CENTER CARLSBAD.CA IRRIGATION DETAILS SUMMERS/MURPHY & PARTNES INC LANDSCAPE ARCHITECTS ADDRESS: 725 W. TOWN AND COUNTRY RD SUITE 200 APPROVED: 34197 COAST HIGHWAY SUITE 200 DANA POINT, CA. 92629 949.443.1446 FAX: 949.443.1631 DATE DISTRICT ENGINEER IRVINE, CA 92868 DATE PLAN PREPARED: ___________ _ BY: TELEPHONE: 650.377.5810 PLANNING 1-----------.:.'.:'.:'..'..:::'.'..:.'.::..='.'.'.'.:'.~::'.::'.:'.'.~:'.::::=--1--=-=ccc-kc=c+---------------_j-------1---+--t---1 ~D=:;W=.N:::::::::B;::Y:===::::;-;===P=R=oJ=E=c=T=N=o=.=:::::;-;::D=R=A=w=1N=-G=-=N~o~. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: __ _ DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: SDP15-01 488-6L PART I -GENERAL 1.01 SUMMARY SECTION 02811 LANDSCAPE IRRIGATION A. It is the intent of the specifications and drawings that the finished system is complete in every respect and shall be ready for operation satisfactory to the Owner. B. The work shall include all materials, labor, services, transportation, and equlpment necessary to perform the work as indicated on the drawings, In these speclflcotion, and as necessary to complete the contract. 1.02 CONSTRUCTION DRAWINGS A. Due to the scale of the drawings, lt Ts not possible to Indicate all offsets, flttlngs, 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, furnishing such fittings, etc. as may be required to meet such conditions. Drawings ore generally diagrammatic and indicative of the work to be Installed. The work shall be Installed in such a manner as to ovoid conflicts between Irrigation systems, planting, and architectural features. B. All work called for on the drowings bj, notes or details shall be furnished and Installed whether or not specifically mentioned in the specifications. When on Item Is shown on the plans but not shown on the specifications or vice verso, it shall be deemed to be as shown on both. The Landscape Architect shall hove flnal authority for clarification. C. The Contractor shall not willfully instoll the Irrigation system as shown on the drawings when it fa1 obvious in the field that obstructions, grade differences or discrepancies in area dimensions exist that might not have been considered in engineering. Such obstructions or differences should be brought to the attention of the Landscape Architect as soon as detected. In the event this notification ls not performed, the Irrigation Contractor shall <1ssume full responsibiltty for any revision necess<1ry. 1.03 QUALITY ASSURANCE A. Provide <1t least one engllsh spe<1king person who shall be present at all times during execution of this portion of the work ond who shall be thoroughly familiar with the type of moterlals being installed and the manufacturer's recommended methods of instollotlon and who shall direct all work performed under this section. B. ~fonufocturer's directions <1nd detailed drawings shall be followed in all coses where the manufacturer of articles used in this contract fumlsh 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 end made Q part of these specifications, and their provisions shall be carried out by the Controctor. Anything contained in these specifications shall not be construed to conflict with any of the above rules ond regulations of the some. However, when these specifications and drawings coll for or describe materials, workmanship, or construction of a better quality, higher standCJrd, or larger size than Is required by the above rules and regulations, the provisions of these specifications and drawings shall toke precedence. D. All materials supplied for thls project sh<11! be new and free from <1ny defects. All defective materials shall be replaced immediately <1t 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 pubtlc authorities, verify permits secured or arrangements rnade by others affecting the work of this section. 1.04 SUBMITT ALS A. Materials List: 1. After <1word of contract ond before any irrigation system materials ore delivered to the Job site, submit to the Owner a complete 11st of oll irrig<1t[on systems, materials, or processes proposed to be furnished and installed as part of thls contract. 2. Show manuf<lcturer's name and catalog number for each item, furnish complete catalog cuts and technical data, furnish the manufocturer's recommendations as to the method of installation. 3. No substitutions will be allowed without review and approval by the City <1nd prior written acceptance by the Landscape Architect or Owner's authorized representative. 4. Monufocturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such worr<1nties shall only supplement the guarantee. B. Substitutions: If the Irrigation Contractor wishes to substitute any equipment or materials for those equipment or materials listed on the Irrigation drawings and specifications he may do so by rroviding the following Information ta the City and the Landscape Architect or Owners authorized representative for approval. 1. Provide a written statement indicating the reason for making the substltutlon. 2. Provide catalog cut sheets, technical data, and perform<1nce 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 <1nd be fomlliar with the locations, size and detail of points of connection provided as the source of water, electrical supply, and telephone line connection to the Irrigation system. B. Irrigation design is based on the available static water pressure shown on the drawings. Contractor shall verify static water on the project prior to the start of construction. Should a discrepancy exist, notify the Landscape Architect and Owner's authorized representative prior to beginning construction. C. Prior to cutting Into the soll, the Contractor shall locate all cables, conduits, sewer septic tonks, and other utllltles as are commonly encountered underground and he shall toke proper precautions not to damage or disturb such improvements. If a conflict exists between the such obstacles and the proposed work, the Contractor sh<1II promptly notify the Landscape 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 ore encountered. D. The Contractor shall protect <1II existing utilities and features to remain on and adjacent to the project site during construction. Contractor shall repair, at his own cost, all damage resulting from his operations or negligence. E. The Irrigation Contractor shall coordinate with the General Contractor for Installation of required sleeving <1s shown on the plans. 1.06 INSPECTIONS A. The Contractor shall permit the Landscape Architect <1nd Owner's authorized representative ta visit and inspect at all times any port of the work and shall provide safe access for such visits. In addition, the City Inspector will ask for a preconstruction meeting and periodic inspections. B. 'M'lere 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 representative, and/or governing agencies. The Contractor shall be solely responsible for notifying the Landscape Architect, Owner, and governing agencies, o minimum of 48 hours in odv<1nce, where and when the work Is re<1dy for testing. Should any work be covered without testing or acceptance, it shall be, if so ordered, uncovered at the Contractor's expense. C. Inspections wlU be required for the follow!ng at a minimum; 1. Sleeving 2. System layout 3. Pressure test of irrigation main line (Four hours at 125 PSI or 120?. of static water pressure, which ever is greater). 4. Coverage test of Irrigation system. 5. Final Inspection prior to start of maintenance period 6. Final acceptance D. Site observations and testing will not commence without the record drawings as prepared by the Irrigation Contractor. Record drawings must complete and up to dote for each site visit. E. Work which foils testing and Is not accepted wOI be retested. Hourly rotes and expenses of the Landscape Architect, Owner's authorized representative, and governing agencies for relnspection or retesting wiJJ be paid by the Irrigation Contractor at no addltlono! expense to Owner. 1.07 STORAGE AND HANDLING A. Use all means necessary to protect Irrigation system materials before, during, and ofter installation and to protect the installation work and materials of all other trodes. In the event of damage, Immediately make oil repairs and replacements necessary ta the acceptance of the Landscape Architect and Owner and at no addltronol cost ta the Owner. B. Exercise core 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 enough to allow the pipe to lay flat to ovoid undue bending and concentrated external load. 1.08 CLEANUP AND DISPOSAL A. Dispose of waste, trash, and debris in accordance with applicable lows ond ordinances and as prescribed by authorities having jurisdiction. Bury no such waste material and debris on the site. Burning of trash and debrls will not be permitted. The Contractor shall remove and dispose of rubbish and debris generated by his work and workmen <1t frequent lnter\/Ols or when ordered to do so by the Owner's authorized representative. B. At the time of completion the entire site will be cleared of tools, equipment, rubbish and debris which shall be disposed of off-site In a legal disposal area. 1.09 TURNOVER ITEMS A. Record Drawings: 1. Irrigation as-built plans ore required to be submltted. Submittal of as-built plans shall be as required by the Engineerlng &: Planning Divisions. The final plans 2. The final plans should be prep1Jred by the landscape architect from dimensions provided by the contractor. 3. The Flnol as-built plans to be drafted cle<1rly to the s<1tisfactlon of the City, and the final plans shall be submitted to the City for their keeping. 4. The Final as-built plans will be required to be approved and signed by the City prior to release of securities. 5. The changes and dimensions shall be recorded in 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. 6. Dimensions from/to permanent points of reference such as buildings, sidew<1lks, curbs, etc. shall be shown. Doto on record drawings shall be recorded on a day to day basis as the project is being Installed. Alf letterrng on drawings sh<1II be minlmum 1/B Inch in size. 7. Show locations and depths of the followlng items: a. Point of connection (Including water meters, bockflow preventers, master control valves, etc.) b. Routing of sprinkler pressure lines (dimensions shown at a maximum of 100 feet along routing), including sleeves for pipe and wire. c. Boll valves d. Automatic remote control valves e. Quick coupling valves f. Routing of control wires g. Irrigation controllers h. Related equipment (os may be directed) 8. Maintain record dr<1wfngs on site at all times. Upon completion of work, transfer all <1s-built inforrnotion and dimensions to reproducible sepia prints. B. Controller Charts: 1. Record drawings must be approved by Landscape Architect and/or Owner's authorized representative before charts ore prepared. 2. Provide one controller chart for each automatic controller. Chart shall show the area covered by the particular controller. 3. The chart is to be a reduced copy of the actual "record" drawing. In the event the controller sequence Is not legible when the drawing is reduced, It shall be enlarged ta o readable size. 4. When completed and approved, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum 20 mils in thickness. C, Operation and Maintenance Manuals: 1, Two Individually bound copies of operation and maintenance manuals shall be delivered to the Landscape Architect or Owner's authorized representative at least 10 calendar days prior to final inspection. The manuals shall describe the material installed and the proper operatton of the system. 2. Each complete, bound manual shall Include the following information: a. Index sheet stating Contractor's address and telephone number, duration of guarantee period, 11st of equipment including names and addresses of local manufacturer representatives. b. Oper<1tlng and maintenance instructions for oil equipment. c. Spare parts lists and related manufacturer information for all equipment. D. Equipment: 1. Supply as a )art of this contract the following Items: a. Two (2 wrenches for disassembly and adjustment of each type of sprinkler head used In the Irrigation system. b. Three JO-Inch sprinkler ke}'S for manual operation of control valves. c. Two keys for each automatic controller. d. Two quick coupler keys with a 3/4., bronze hose bib, bent nose type with hand wheel and two coupler lid keys. e. One 1/0lve box cover key or wrench. f. One 5-foot tee wrench for operating gate valves 3 inches or larger (if used). g. Six extra sprinkler heads of e<1ch size and type. 2. The above equipment shall be turned over to Owner's authorized representative at the final inspection. 1.10 COMPLEllON A. At the time of the pre-maintenance period Inspection, the Landscape Architect, Owner's authorized representative, and governing agencies wlll Inspect the work, and If not accepted, wHI prepare a list of Items to be completed by the Contractor. At the time the post-maintenance period or final inspection the work will be reinspected and final acceptance will be in writing by the Landscape Architect, Owner's authorized representative, and governing agencies. B. The Owner's authorized representative shall hove final outhortty on all portions of the work, of C. After the system has been completed, the Contractor shall instruct Owner's authorized representative In the operation and maintenance of the irrigation system and shall furnish a complete set of operating and maintenance instructions. D. Any settling of tren accept<1nce shall be addltlonal expense damage to planting ches which may occur during the one-year period following to the owner's satisfaction by the Contractor without any repaired to the owner. Repairs shall include the complete restoration of all , paving or other fmpravements of any kind as a result of the work. 1.11 GUARANTEE A. The entire sprinkler unconditionally guar including settling of the flllng of the No discovered within th additional expense from Owner. When emergency (i.e. bro Contractor's expens from faulty materlo shall be repaired to cost to the Owner. system, including all work done under this contract, shall be anteed og<1inst all defects and fault of materl<1I and workmanship, backfilled areas below grade, for a period of one (1) year following tice of Completion. Should any problem with the irrigation system be e guor<1ntee period, it shall be corrected by the Contractor at no to owner within ten (10) calendar days of receipt of written notice the n<1ture of the repairs as determined by the Owner constitute on ken pressure line) the Owner may proceed to make repairs at the •• Any and all damages to existing Improvement resulting either Is or workmanship, or from the necessary repairs to correct some, the sotisfaction of the owner by the Contractor, all at no additional submitted on Contractors own letterhead as follows: B. Guarantee shall be GUARANTEE FOR SP We hereby guaronte furnished and insto and the work has b specifications, ordin excepted. We ogre period of one year also to rep<1lr or re reploclng of such d make such rep<1irs written notification repolrs or replocem notice from owner, or replacements mo charges therefore u RINKLER IRRIGATION SYSTEM e that the sprinkler Irrigation system we h<1ve lled is free from defects in moterlols and workmanship, een completed in accordance with the drawings and ory wear and tear and unusual abuse, or neglect e to repair or replace any defective material during the from date of filing of the Notice of Completion and place any damage resulting from the repairing or efects at no oddltlonal cost to the owner. We sh<1II or replacements within 10 calendar days following by the owner. In the event of our failure to make such ents within the time specified after receipt of written we authorize the owner to proceed to hove said repairs de at our expense and we will pay the costs and pan demand. E: 2.02 PIPE A. Pressure supply line from point of connection through bockflow prevention unit shall be Type K nhard" copper pipe. B. Pressure supply line inst<1lled over structure shall be Type K "hordn copper pipe. Copper pressure supply line installed over structure shall be secured to the concrete slob using Architect approved fasteners. C. Pressure supply lines 2 Inches In diameter and up to 3 Inches in diameter downstream of bockflow prevention unit shall be Class 315 solvent weld PVC. Piping shall conform to ASTM D2241. D. Pressure supply lines 1 1 /2 inches in diameter and smaller downstream of the bockflow prevention unit shall be Schedule 40 solvent weld PVC conforming to ASlM D1785. E. Non-pressure lines 3/4 Inches In diameter and lorger downstream of the remote control valve shall be Cl<:1ss 200 PVC. Non-pressure piping shall conform to ASTM D2241. 2,03 METAL PIPE AND FITTINGS A. Bross pipe shall be 85 percent red brass, ANSJ, IPS Standard 125 pounds, Schedule 40 screwed pipe. B. Bross fittings shall be medium brass, screwed 125-pound class. C. Copper pipe shall be "hordn Type K. D. Copper fittings shall be soldered type, 2.04 PLASllC PIPE AND FITTINGS A. Pipe shall be marked continuously with manufacturer's name, nominal pipe size, schedule or class, PVC type and gr<1de, Notional Sanitation Foundation approval, Commercial St<1ndards designation, ond dote of extrusion. B. All pl<1stic pipe shall be extruded of <1n improved PVC virgin pipe compound In accordance with ASlM D2241 or ASTM D17B4. C. All PVC fittings shall be standard weight Sched1.,lle 40 and sh<1II be Injection molded of an improved virgin PVC fitting compound. SHp 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 shall conform to ASTM D1785. E. All solvent cementing of plastic pipe <1nd fittings shall be a two-step process, using primer and solvent cement applied per the manufacturer's recommendations. Cement sh<1ll be of a flutd consistency, not gel-like or ropy. Solvent cementing sh<1II be In conformance with ASTM 02564 and ASTM 02855. F. When connection is plastic to metal, female adapters shall be hand tightened, plus one turn with a strop wrench. Joint compound shall be non-lead base Teflon paste, tape, or equal. 2.05 VALVES A. Boll Valves: 1. Boll valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Ball valves shall be double union design, Sch. 80 PVC blocked, with Teflon boll seats. End connector carrier and stem ore to hove either EPDM or Viton 0-rlngs. Ball valves ore to hove threaded connections. 3. All boll valves shall hove a minimum working pressure ·of not less than 125 psi and shall conform to AWWA standards. 8. Quick Coupler Valves: 1. Quick coupler valves shall be of the manufacturer, size, and type Indicated an the drawings. 2. Quick coupler valves shall be brass with a wall thickness guaranteed to withstand normal working pressure of 150 psi without leakage. Valves shall have 3/4 female threads opening at base, with two-piece body. Valves to be operated only with a coupler key, designed for that purpose. Coupler key is inserted Into valve and a positive, watertight connection shall be mode between the coupler key and valve. Hinge cover shall be the locking type constructed of brass with a rubber-like vinyl cover. C. Automatic Control Valves: 2.06 A. C. D. E. F. 2.07 2.08 A. 8, 2.09 A. B. C. D. 2.10 A, 1. Automatic control valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Automatic control valves shall be electrically operated. VALVE BOXES Valve boxes shall be fabricated from a durable, Weather-resistant plastic material resistant to sunlight and chemical action of soils. The cover and box shall be capable of sustaining a load of 1,500 pounds. Valve box extensions shall be by the some manufacturer as the valve box. Automatic control valve boxes shall be 16"x11"x12" rectangular size. V<1lve box covers shall be "heat branded" In 2" high letters "RCV" with the valve identification number. Boll valve, flush valve, master valve and quick coupler valve boxes shall be 1 O" circular size. Valve box covers shall be •ton" in color and "heat branded" In 2" high letters with either .,8V", "F'V'', "MVn or "QCV". AUTOMAllC CONTROLLER Automatic controller shall be of the manufacturer, size, and type indic<1ted on the drawings. ELECTRICAL All electrical equipment shall be NEMA Type 3, waterproofed for exterior instollations. 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 as indicated on the drawings, and In no case smaller than 14 gouge, Connections shall be either epoxy-sealed pocket type or Penn-Tlte connectors. Ground wires shall be white in color. Control wires shall be red (where two or more controllers ore used, the control wires shall be a differentcolor for each controll@r. These colors shall be noted on the "Record Drawings" plons located on controller door). Provide o 2~n 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, <1nd discharge rate indicated on the drawings. Port Ill -EXECUTION 3.01 SITE CONDITIONS A, Inspections: 1. Prior to alt work of thls section, carefully inspect the installed 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 irrigation system may be installed In strict accordance with all pertinent codes and regulotlons, the original design, the referenced standards, and the manufacturer's recommendations. B. Dlscreponcies: 1. In the event of discrepancy, Immediately notify the Landscape Architect or Owner's outharrzed representative. 2, Do not proceed with installation fn areas of discrepancy until <11/ discreponcres hove been resolved. C. Grades: 1. Before starting work, carefully check all grades to determine that work may safely proceed, keeping within the specified material depths with respect to finish grade. 2. Flnol grades shall be accepted by the Engineer before work on this section will be allowed to begin. D. Field Measurements: 1. Make all necessary measurements in the field to ensure prectse flt of items in accordance with the original design. Contractor shall coordinate the lnst<1llation of all irrigation materials with all other work. 2, AU scaled dimensions ore approximate. The Contractor shall check and verify all size dimensions prior to proceeding with work under this section. 3, Exercise extreme core In excavating and working near existing utilities. Contractor shall be responsible for damages to utilities which ore caused by his aper<1tlons neglect. E. Diagrammatic Intent: The drawings ore essentlally diogromm<1tlc. The size and location of equipment and fixtures ore drown to scale where possible, Provide offsets in piping changes in equipment locations as necess<1ry to conform with structures ond to ovoid obstructions conflicts with other work at no odditlanol expense ta Owner. F. Layout: 1. Prior to installation, the Contractor shall stoke out all pressure supply lines, routing and location of sprinkler heads, valves, bockflow preventer, and automatic controller. 2. Layout irrigation system and make minor adjustments required due to differences between site 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 <1re<1s. G. Water Supply or Connections to, or the installation of, the water supply shall be ot the loc<1tions shown on the drawings. Minor changes caused by actual site conditions shall be mode at no oddltlonal expense to Owner. H. Electrical Service: 1. Connections to the electrical supply shall be ot the locations shown on the drawings. Minot changes caused by site conditions shall be mode at no additional expense to Owner. 2. Contractor shall moke 120 volt connection to the Irrigation controllers. Electrical power source to controller locations shall be provided by others. 3.02 TRENCHING A. Excavations shall be straight with vertical sides, even grade, and support pipe continuously on bottom of trench. Trenching excavation shall follow layout Indicated on drawings to the depths below finished grade and as noted. Where lines occur under paved area, these dimensions shall be considered below subgrode. B. Provide minimum cover of 18 inches on pressure supply lines 2 inches and smaller, or as available when Installed over structure. C. Provide minimum caver of 12 inches for control wires, or as available when lnstolled over structure. D. Provide minimum cover of 12 inches for non-pressure lines, or as <1vailoble when installed ov@r structure. F. Pipes installed in a common trench shall h<1ve a 4 inch minimum space between pipes. 3.03 BACKFILLING A. Backfill material on all lines sholl be the some as adjacent soil free of debris, lltter, and rocks over 1 /2 inch In diameter. B. Backfill sh<1II be tamped in 4-lnch layers under the pipe and uniformly on both sides for the full width of the trench and the full length of the pip@. Backfill materials shall be sufficiently damp to permit thorough comp<1ction, free of voids. Backfill shall b@ compacted to dry density equal to adjacent undisturbed soil and shall conform to adjacent grades. C. Flooding in lieu of tamping is not <1llowed. D. Under no circumstances shall truck wheels be used to comp<1ct bockftll. E. Provide s<1nd backfill o minimum of 6 inches over and under all piping under paved areas. 3,04 PIPING A. Piping under existing pavement may be Installed by jocking, boring, or hydroullc driving. No hydraulic driving is permitted under asphalt pavement. 8. Cutting or breaking of existing pavement is not permitted. C, Carefully Inspect all pipe and fittings before inst<1llotion, removing dirt, scale, burrs reaming. Install pipe with all markings up for visual Inspection ond verification. D. Remove all dented and damaged pipe sections. E. All lines shall hove a minimum clearance of 6 Inches from each other and 12 inches from lines of other trodes. F. Parallel lines shall not be installed directly over each other. G. In solvent welding, use only the specified primer <1nd solvent cement and make all joints in strict accordance with the manufocturer's recommended methods including wiping all excess solvent from each weld. Allow solvent welds at least 15 minutes setup time before moving or h<1ndllng and 24 hours curing time before fllllng. H. PVC pipe shall be Installed in a manner which will provide for expansion contraction as recommended by the pipe manufacturer. I. Centerlood all plastic pipe prior to pressure testing. J. All threaded plastic-to-plastic conn@ctions shall be assembled using Teflon tape or Teflon paste. K. For plastic-to-metal connections, work the metal connections first. Use a non-hardening pipe dope on oll threaded plastic-ta-metal connectfons, except where noted otherwise. All plastic-ta-metal connections shall be mode with plastic female adopters. L All connections between PVC lateral lines shall be mode using Sch. 40 PVC fittings with compression adopters. All connections between dripperlln@s to be mode using compression fittings of manufacturer of the dripp@r1ine. Use no pipe dope, Teflon tape, primer or solvent cement on compression fittings. 3.05 CONTROLLER A. The exact location of the controller shall be approved by the Landscape Architect or Owner's <1uthorized representative before lnst<1llotion. The electrical service shall be coordinated with this location. B. The Irrigation Contractor shall be responsible for the final electrical hook up to Irrigation controller. C. The Irrigation system shall be programmed to operate during the periods of mlnlmol use of the design area. 3.06 CONTROL WIRING A. Low voltage control wiring shall occupy the some trench and shall be installed along the some route as the pressure supply llnes whenever possible. B. Where more than one wire is placed in a trench, the wiring shall be toped together in a bundle at Intervals of 1 0 feet. Bundle sh<1II be secured to the mainline with tape at interv<1ls of 20 feet. C. All connections shall be of on approved type and shall occur in a valve box. Provide on 18 inch service loop <1t each connection. D. An expansion loop of 12 inches shall be provided ot each wire connection and/or dlrectlonal change, and one of 24 Inches shall be provided at each remote control valve. E. 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. PROJECT NAM PROJECT LOC ATION: CONTRACTOR ADDRESS: NAME: Underground Service Alert TELEPHONE: SIGNED: DATE: Port II -MATERIALS 2.01 SUMMARY eriols of the manufacturer, size and type shown on the drawings <1nd Use only new mot specifications. Mo Architect's, Owner removed from the terlals or equipment Installed or furnished thot do not meet Landscape 's, or governing agencles standards will be rejected and shall be site at no expense to the Owner. \J'l'lDSCAp PREPARED BY: ,._<v"l-""~1>"s, !::? 'i..it .,, ~ SUMMERS/MURPHY & PARTNES INC fJ,¥ ~~ LANDSCAPE ARCHITECTS 0: --< Signature 34197 COAST HIGHWAY SUITE 200 7-31-16 1(~,aewol Dot'-# DANA POINT, CA. 92629 ,Jl~ Date ~"?-949.443.1446 FAX: 949.443.1631 l'~ Op CALl'io'I' Ii" Calf, TOLL FREE 08/27/15 1 ST. CD LANDSCAPE REVIEW 1-800 09/30/15 PLAN CD RE-SUBMITTAL DATE 422-4133 03/28/16 PLAN CD RE-SUBMITTAL DATE 04/15/16 PLAN CD RE-SUBMITTAL DATE TWO WORKING DAYS BEFORE YOU DIG CARLSBAD MUNICIPAL WATER DISTRICT DEVELOPERS NAME: TOLL BROTHERS ADDRESS: 725 W. TOWN AND COUNTRY RD SUITE 200 IRVINE, CA 92868 TELEPHONE: 650.377.5810 DATE DATE PLAN PREPARED: DATE INITIAL REV.SI ON DESCRIPTION DISTRICT ENGINEE11 BY: DESIGNER OF WORK 3.07 VALVES A. Automatic control valves, manual valves, gate valves, and boll valves ore to be installed In the approximate locations Indicated on the drawings. B. Valve shall be installed in shrub areas 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 <1reos whenever possible. B. Each valve box shall be installed on o foundation of 3/4 inch grovel backfill, 3 cubic feet minimum. Valve boxes shall be Installed with their tops 2 inches above finish grade In ground cover areas. 3.09 MISCELLANEOUS EQUIPMENT A. lnst<1II all assemblies specified herein according to the respective detail drawings or specifications, using best standard practices. B. Quick coupler valves shall be set approximately 12 inches from walks, curbs, header boords, or poved oreos 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 llnes and risers. B. Sprinkler nozzles shall be installed after flushing the system hos been completed. 3.11 ADJUSTING "THE SYSTEM A, Contractor shall <1djust valves, align heads, and check coverage of e<1ch system prior to coverage test. B. If it is determined by the Landscape Architect or Owner's authorized representative that additional adjustments or nozzle changes will be required to provide proper coverage, all necessary changes or adjustments shall be resubmitted to city prior ta installation. C. The entire system shall be operating properly before any planting operations commence. D. Automotlc control valves ore to be adjusted so that the sprinkler heads operate at the pressure recommended by the manufacturer. 3.12 TESTING AND OBSERVATION A. Do not <1llow or cause <1ny of the work of this section to be covered up or enclosed untll It hos been observed, tested and accepted by the Landscape Architect, Owner, and governing <1gencles. B. The Contractor shall be solely responsible for notifying the Landscape Architect, Owner, and governing agencies, o minimum of 48 hours in advance, where and when the work Is ready for testing, C. When the sprinkler system is completed, the Contractor shall perform a 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 shall fumlsh all materials and perform all work requlred to correct any inadequacies of coverage due to deviations from the plans, or where the system has been willfully installed as lndlc<1ted an the dr<1wings when It is obviously inadequate, without bringing this to the <1ttentlon of the Landscape Architect. This test shall be accepted by the Landscape Architect and accomplished before starting any pl<1nting. E. Final inspection will not commence without record drawings as prepared by the Irrigation Contractor. 3.13 COORDINATE "THE CITY LANDSCAPE INSPECllON SCHEDULE Sleeving/Grading A. Sleeve diameter, type, depth and location B. Soll surface drainage, elevation <1nd trash (including weeds & rubble) Irrigation System Rough-In A. Trench depth and location B. Pipe size and class 8. Pressure test (125 psi for 6 hours) Final Irrigation: A. Valves, boxes and wiring 8. Controller operation and schedule C. Sprinkler, bubbler <1nd/or drip emitter type, flow rate <1nd quantity per plant D. Over<1II operation &: As built 3.14 MAINTENANCE During the maintenance period the Contractor shall adjust <1nd maintain the Irrigation system in a fully operatlonol condition providing complete irrigation coverage to all intended plantings. 3.15 COMPLETION CLEANING Cleon-up shall be made as each portion of the work progresses. Refuse and excess dirt shall be removed from the site, all walks and p<1ving sh<1II be broomed, and any damage sustained on the work of others shall be repaired to original conditions. END OF IRRIGATION SECTION THE RECYCLED WATER SHALL ONLY BE IN COMMON HOA MAINTAINED AREAS 0) ('I') 'q"' I LO < C) N Cf) $ 0:::: _J USED APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA COUNTY OF SAN DIEGO GLENN LEEKS DATE ENVIRONMENTAL HEALTH SPECIALIST "AS BU IL T" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT [Jr] CITY OF CARLSBAD ~ 5 PLANNING DIVISION 9 LANDSCAPE IMPROVEMENT PLANS FOR: ROBERTSON RANCH REC CENTER CARLSBAD,CA IRRIGATION SPECIFICATIONS I APPROVED: /~~ "T-~-'"" I ~ ~l~t: PLANNING DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: SDP15-01 488-6L OTHER APPROVAL CITY APPROVAL RVWD BY: "<i:. NOTES: SLOPES 6:1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: a. STANDARD 1 -COVER CROP I REINFORCED STRAW MATTING COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILDFLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. TYPE OF REINFORCED STRAW MATTING 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 CHARACTERISTICS□ (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). ~, j / ' C " :-~-I RW RW d. STANDARD #4 --TREES AND/OR LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM RATE OF ONE (1) PER TWO HUNDRED (200) SQUARE FEET SLOPES--6:1 OR STEEPER AND: A. 3' OR LESS IN VERTICAL HEIGHT AND ARE 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), #2AND#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. LIMIT OF WORK ,,,&,n= ~·•1~· n_¾,;;J -$-I •• • Cf -$-Ii ill -~ RW t LIMIT OF WORK D LIMIT OF WORK , -i_ -ESMT ESMT ---j 0 "Tl ~ 0 ;o ;;,:::; -"" ) ,.'. .. :...z EE SCALE: 1" = 20' -O" Underground Service Alert Call• TOLL FREE 1-800 422-4133 TWO WORKING DA VS BEFORE YOU DIG N ORTH 0 20 ;$'NDSCAp \?"<· Murph;, {" A'/,p_ ~ ~/l & cf } )'; 'ri "' --l Signa ure 7-31-16 ~"'"'~,,~~ 5-06-16 * Date ~'?- OF CALl'o'I' PREPARED BY: SUMMERS/MURPHY & PARTNERS. INC. LANDSCAPE ARCHITECTURES 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CA. 92629 949.443.1446 FAX: 949.443.1631 40 08/27/15 09/30/15 03/28/16 05106/16 DATE DESIGNER 60 80 1 ST. CD LANDSCAPE REVIEW PLAN CD RE-SUBMITTAL DATE PLAN CD RE-SUBMITTAL DATE PLAN CD RE-SUBMITTAL DATE INITIAL OF WORK REVISION DESCRIPTION TREE LEGEND (PLANT QNTY FOR THIS SHEET ONLY) SYMBOL 0 NAME PHOENIX DACTYLIFERA DATE PALM ARBUTUS MARINA MUL Tl MARINA MADRONE STRELITZIA NICOLAI GIANT BIRD OF PARADISE LAGERSTROEMIA FAURIEI TUSCARORA CRAPE MYRTLE SIZE PLANT 20 BTH 29 48"BOX 20 24"BOX 51 48"BOX 17 PLANTING NOTES 1. AFTER ROUGH GRADING. SOIL SAMPLES SHALL BE TAKEN FROM ENOUGH LOCATIONS ON SITE TO REPRESENT AND ADEQUATE CROSS SECTIONS 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 CONTET B) N, P. K C) PH D)EC E) SOIL TEXTURE (SILT, CLAY, SAND) F) RECOMMENDATIONS FOR AMENDMENTS. LEACHING AND THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY 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. 2. ALL TREE AND SHRUB MATERIAL SPECIFIED MUST MEET STANDARD INDUSTRY SPECIFICATIONS FOR THE CONTAINER SIZE INDICATED. IF THE CONTRACTOR CANNOT LOCATE MATERIAL OF ACCEPTABLE SIZE AT THE TIME OF INSTALLATION, CONTACT LANDSCAPE ARCHITECT FOR SPECIES SUBSTITUTION. DOWN SIZING OR SUBSTITUTION OF PLANT MATERIAL WITHOUT PRIOR WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE WILL NOT BE ALLOWED. 3. TREE LOCATIONS SHOWN ON PLAN MAY REQUIRE ADJUSTMENT IN THE FIELD. WHENEVER FEASIBLE, TREES SHOULD BE PLANTED WITH THE FOLLOWING MINIMUM DISTANCES: A. THREE FEET FROM ANY CITY MAINTENANCE LIMIT LINE. B. FOUR FEET FROM UTILITY INSTALLATIONS WITHIN THE RIGHT-OF-WAY OF A PUBLIC OR PRIVATE STREET OR OTHER CITY OR HOMEOWNER ASSOCIATION FACILITY INCLUDING, BUT NOT LIMITED TO SEWERS. GAS. WATER, LINES, METER, VAULTS, CATCH-BASINS, ETC. C. FOUR FEET FROM FIRE HYDRANTS. D. FIFTEEN FEET FROM STREET LIGHT STANDARDS. E. TEN FEET FROM DRIVEWAYS. F. TREE LIMBS MUST HAVE A CLEARANCE OF 14.5 FEET OVER STREETS, 8 FEET OVER BICYCLE TRAILS, AND 7 FEET OVER PEDESTRIAN -TRAVELED WAYS. NOTE: IN THE CASE OF CONFLICT WITH CITY'S RECOMMENDED MINIMUM DISTANCES, THE MORE CONSERVATIVE MINIMUM DISTANCE WILL PREVAIL. 4. ALL TREES PLANTED WITHIN FIVE (5) FEET OF WALKWAYS, CONCRETE PAVING, BUILDINGS OR PUBLIC UTILITIES SHALL RECEIVE DEEP ROOT BARRIERS .. 5. REMOVE TRELLIS FROM ALL VINES AND ATTACH TO FENCE OR WALL. 6. CONCEAL ALL IRRIGATION VALVES IN SHRUB AREAS WHERE POSSIBLE. OTHERWISE, ALL VALVE BOXES TO BE FLUSH WITH GRADE 7. ALL PLANTER BEDS TO HAVE 3" LAYER OF MULCH. CONTRACTOR TO SUBMIT SAMPLE TO LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. 8. ORGANIC TOP DRESSING SHALL BE 'FOREST FLOOR' -0"-2" CUT. AVAILABLE FROM: AGUINAGA FERTILIZER, 949.786.9558. OR AS SPECIFIED BY SOILS REPORT RECOMMENDATIONS. 9. NOTIFY COMMUNITY SERVICES DEPARTMENT, 661.326.3724 FOR LANDSCAPE INSPECTION PRIOR TO EXCAVATION OF PLANTING PITS FOR PLANT MATERIAL, CITY STREET TREES, AND SETBACK REQUIREMENTS. 48 HOURS NOTICE REQUIRED. 10. LANDSCAPE INSTALLATION SHALL NOT INTERFERE WITH LIGHTING OR ADDRESS SIGNAGE. NOTES: A. PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER (RBF CONSULTANTS) FOR SIDEWALKS, CURBS & GUTTER, AND ACCESSIBLE RAMP LAYOUT AND INSTALLATION RECOMMENDATIONS. B. PLEASE SEE PLAN PREPARED BY UNDERGROUND UTILITY CONSULTANT FOR EXACT LOCATIONS AND DEPTH OF ALL DRY UTILITIES. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T" DATE RCE EXP. REVIEWED BY: INSPECTOR DATE iliJ CITY OF' CARLSBAD CT£J 6 PLANNING DIVISION 9 LANDSCAPE IMPROVEMENT PLANS FOR: ROBERTSON RANCH REC CENTER CARLSBAD,CA TREE PLAN I APPROVED: PLANNING f¼d\ 4: E::{\ .-.,,4\-1-~-~1 OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: SDP15-01 488-6L _l__ ; i ! ; : ' i : ; i ' ' i : i ! ' • i ' ' :i . 'I .: i f : i I ; ; J I ; I ; ' 'j ; i ii ' j . ' i •• ' '• e,, " 'i . <> ,. '' tj i;) i ( <> <> .. • .~ ,> CW•.· 1,. • ' ' ,, 'ii ; , ;. : / *'n ' i "" :~ .. ·~: i : ' I Ii .• I I I .. /: 0 <> I• ,_:i ,/' -*t 1. . / ~3,~r~C;J.i;.liif, a: ...Jl<> II .. ' I / • ; I •. ;' /·! li l , --=---=---~:-------!'. : ,I NOTES: SLOPES 6:1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: a. STANDARD 1 --COVER CROP I REINFORCED STRAW MATTING COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILDFLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. TYPE OF REINFORCED STRAW MATTING 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 CHARACTERISTICS□ (PLANTED FROM A MINIMUM SIZE OF FLA TIED 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 STEEPER AND: 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), #2AND #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. ■ L 29 00 '8 ROBERTSOf\l RD. ' -f ' . LIMIT OF WORK H II ii.u,' " I '' i ,Jl. I , , r ' ±.• " !-' ,J 37+00 \ 00 ■ .. / SHRUB & GROUNDCOVER LEGEND (PLANT QNTY FOR THIS SHEET ONLY) SYMBOL 0 @ 8 0 @) ~ @ (±) ® TURF LEGEND SYMBOL NO SYMBOL VINE LEGEND SYMBOL NAME SIZE BOUGAINVILLEA LA JOLLA RED 15 GAL BOUGAINVILLEA @2'O.C. FATSIA JAPONICA 15 GAL ARALIA JAPONICA @30"O.C. CALLISTEMON VIMINALES' LITTLE JOHN 15 GAL DWF. BOTTLE BRUSH @30"O.C AGAVE ATTENUATA 15 GAL AGAVE @30" o.c. RAPHIOLEPIS 'PINKIE' 15GAL INDIAN HAWTHORN @30" O.C . CARISSA GREEN CARPET 15GAL GRN. CARPET NATAL PLUM HYB. @18" o.c . PLANT QNTY. 176 79 273 554 84 751 FLORIBUNDA R. 'BURGUNDY ICEBERG' 5 GAL 645 ROSA @18" o.c PHILODEBDRON BIPINNATIFIDUM 15GAL 81 SELLOUM @3'O.C. LIGUSTRUM JAPONICUM 'TEXANUM' 15 GAL 144 TEXANUM @3'O.C. STRELITZIA REGINAE 15 GAL 123 BIRD OF PARADISE @2'O.C. (PLANT QNTY FOR THIS SHEET ONLY) NAME SIZE AREA SHREDDED BARK MULCH 13,921 S.F. 3" DEEP -WESTERN RED CEDAR (PLANT QNTY FOR THIS SHEET ONLY) NAME BOUGAINVILLEA 'SAN DIEGO RED' BOUGAINVILLEA SIZE 15 GAL PLANT QNTY. 2 BIOSWALE LEGEND (PLANT QNTY FOR THIS SHEET ONLY) SYMBOL NOTES: NAME MUHLENBERGIA RIGENS DEER GRASS SIZE 5GAL @2'O.C. PLANT QNTY. 379 A PLEASE SEE PLANS PREPARED BY CIVIL ENGINEER (RBF CONSULTANTS) FOR SIDEWALKS, CURB & GUTTER, AND ACCESSIBLE RAMP LAYOUT AND INSTALLATION RECOMMENDATIONS. B. PLEASE SEE PLAN PREPARED BY UNDERGROUND UTILITY CONSULTANT FOR EXACT LOCATIONS AND DEPTH OF ALL DRY UTILITIES. C. REFER TO TREE PLANTING LAYOUT SHEET PT-1 FOR GENERALPLANTING NOTES, TYP. EE SCALE: 1" = 20' -O" APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA Underground Service Alert Call• TOLL FREE 1·800 422-4133 TWO WORKING DAYS BEFORE YOU DIG NORTH 0 20 PREPARED BY: SUMMERS/MURPHY & PARTNERS. INC. LANDSCAPE ARCHITECTURES 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CA 92629 949.443.1446 FAX: 949.443.1631 40 60 80 "AS BUil T" DATE RCE ___ _ EXP, ___ _ REVIEWED BY, INSPECTOR DATE 08127115 1 ST. CD LANDSCAPE REVIEW i-:0:.::9I=30:.,::I15=-+-----+-'-P:::.LA::.:N_.:::CD::.:R..:::Ec::·S.:::UB::::M::.:.ITT.:.:_A:::_L D:-cA:.:.-TE=-----------lf.-------i----------l----i-------l ~7 CIT y OF CARLSBAD ~ 03128116 PLAN CD RE-SUBMITTAL DATE l1Z_j PLANNING DIVISION ~ 05106116 PLAN CD RE-SUBMITTAL DATE :::L=A=N=o=s=c=A"P=E=I=M=P=R=o=VE=, M=E=N=T=P=L=A=N=s=F=o=R=, ====-'==== DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ROBERTSON RANCH REC CENTER CARLSBAD,CA SHRUB PLAN APPROVED: --:. PLANNING OWN BY: PROJECT NO. DRAWING NO. CHKD BY: __ _ RVWD BY: SDP15-01 488-6L f-:r: (') w :r: "' z ::, O'. f- ~ 0 O'. OJ _, _, <ii 6 0 O'. ROOT BALL 2X DIAMETER OF ROOT BALL LEGEND 1. 4" DIA. VERTICAL PE RF ORA TED DRAIN PIPE. CONNECT TO PIPE AT BASE OF PIT AND CAP AT SURFACE. SURROUND PIPE WITH FILTER FABRIC. ALL PALM SUB-DRAINS SHALL CONNECT TO ON SITE DRAIN SYSTEM. 2. TOP OF ROOT BALL TO BE 1" ABOVE FINISH GRADE 3. 3" HIGH BASIN. FOR ALL TREES PLANTED IN LAWN, RAKE OUT PRIOR TO LAWN PLANTING. 4. FINISH GRADE 5. MEDIUM GRADE PLASTER SAND BACKFILL, WATER-JETTED INTO HOLE FOR MAXIMUM STABILITY. 6. 4" DIA. FLEXIBLE PERFORATED DRAIN PIPE ENCIRCLING BASE OF PLANTING PIT. CONNECT TO VERTICAL PIPE. SURROUND PIPE WITH FILTER FABRIC. 7. NATIVE SUBGRADE NOTES: ALL PALM TREES ARE TO BE BOXED (UNLESS OTHERWISE NOTED ON PLAN). CONTRACTOR SHALL HAVE A SOIL AGRONOMIST PREPARE A DETAILED SOIL ANALYSIS AT TREE PLANTING LOCATIONS AND INSTALL ALL PALMS FOLLOWING THE RECOMMENDATIONS OF THE REPORT. APPLY 'OSMOCOTE' SLOW-RELEASE FERTILIZER ON SURFACE OF PLANTING PIT PER MANUFACTURER'S DIRECTION. 8 PALM PLANTING WITH DRAINAGE "-_, 0 ;;! :r: OJ f-f- (l_ 0 WQ 0 O'. __ Ill _1111 111,, ,_I 11, I ,ill, I I--,' ' . LEGEND 2x DIAMETER OF ROOT BALL 1. 1, 5, OR 15 GALLON SHRUB 2. 2" LAYER OF MULCH 3. 3" WATER BASIN 4. FINISH GRADE 5. ROOT BALL 6. AMENDED SOIL FOR PLANTING -SEE SOILS REPORT 7. PLANT PIT EXCAVATION 8. PLANTING TABLETS -SEE SCHEDULE FOR QUANTITY 9. NATIVE SUBGRADE 6 SHRUB PLANTING 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 GRAD.E 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 1 GALLON 3 GALLON 5 GALLON 7 GALLON 10 GALLON 15 GALLON 20"-24" BOX 30" BOX 36" BOX 42" BOX 48" BOX 60"BOX CONTAINER RECEIVES CONTAINER RECEIVES CONTAINER RECEIVES CONTAINER RECEIVES CONTAINER RECEIVES CONTAINER RECEIVES RECEIVES RECEIVES RECEIVES RECEIVES RECEIVES RECEIVES LARGER SIZES: FOR EACH 1/2" CALIPER USE: SOD LAWN . 2-3 TABLETS 3-6 TABLETS . 6-9 TABLETS 8-10 TABLETS .10-12 TABLETS 12-15 TABLETS . 14-16 TABLETS 16-18 TABLETS . 18-20 TABLETS . 20-22 TABLETS . 22-24 TABLETS . 32-36 TABLETS 3-4 TABLETS 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. ORGANIC TOP DRESSING ALL PLANTING BEDS TO RECEIVE A LAYER OF ORGANIC TOP DRESSING 'FOREST FLOOR', O"-2" CU -SHRUB AREAS TO RECEIVE: 3" LAYER MINIMUM AVAILABLE FROM: AGUINAGA FERTILIZER (949) 786-9558 SOILS ANALYSIS A SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY (PRE-APPROVED BY THE CITY) THE TEST SHALL INDICATE BUT NOT BE LIMITED TO THE FOLLOWING: N,P,K SOIL TEXTURE (SILT, CLAY, SAND) ORGANIC MATTER CONTENT SOIL INFILTRATION RATE (MEASURED OR DERIVED EC PH AND TOTAL SOLUBLE SALTS NOTE: THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS. 2 PLANT TABLET SCHEDULE & NOTES a U) :,:; 11-----+----------------------------------t----''------------.=r-------------------------t-----------------------------------------ii---'-------------------------------------..-ci: "-_, o;;! I OJ f-f- (l_ 0 WQ 0 O'. FOR 36" BOX TREES AND LARGER 9 TREE GUYING +++++++++++++++++ ~+++++++++++++++++ 4 ++++ +-++++++++++++ 11~11 I.' .n 1~n I,' .i~ 1~n 1 ... tt l~il I.' .il I. .. n I, JI..-~ 1mh 1~n I,' .n 1~n ,~n I,' jj LEGEND 1. GROUND COVER PLANT FROM FLATS OR LINERS 2. 2" DEEP MULCH 3. FINISH GRADE 4. PREPARED BACKFILL-SEE SPECIFICATIONS FOR TYPE AND DEPTH 10 GROUND COVER PLANTING PREVAILING WIND 12" 12" -PLAN LEGEND 1. 2. 3. 4. 5. (3) ¾" BLACK RUBBER HOSE ½ x 6 LONG GALVANIZED STEEL TURNBUCKLE 1/32" BRAIDED CABLE W/ ½" x 3' LONG PVC TUBING (3) 'DUCKBILL' EARTH ANCHORS. MFG. BY V.I.T. PRODUCTS (619) 673-1760 ROOT BALL NOTE: ATTACH GUYS TO MAJOR TRUNKS ONLY. FOR PLANTING, REFER TO TREE PLANTING DETAIL _, <( ::, a w _, <( ::, a w - -I l I I tn-r--r-11 I<.:'.. I I-LA-"~ 1----i I ' ·I I 1==111-1 I 1--1 -, FOR 24" BOX TREES OR SMALLER 7 TREE STAKING EDGE OF PAVING SIDEWALK WALL OR CURB 0 X >s: • • "' • D/ \D • '-~ • D • • • • NOTE: LOCATION PLANTS SPACED EQUAL DISTANCE (D) FROM EACH OTHER AS SHOWN. D -AS NOTED ON PLAN • N ~ ' N ~ • ' N ~ 1' ~ • 5 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: MINIMUM TWO TIES (TOP & BOTTOM) REQUIRED. USE THIRD TIE WHEN NECESSARY TO HOLD TREE IN UPRIGHT POSITION. TIES TO BE SECURED TO AVOID SLIPPAGE (WRAP STAKE TO FORM FIGURE EIGHT. NAIL W/ (1) GALVANIZED NAIL THROUGH EACH TIE INTO POLE. FOR PLANTING, REFER TO TREE PLANTING DETAIL. Q .0 2x ROOT.BALL DIA. SECTION VIEW SCALE: 1 /2" = 1 '-0" 3 ROOT CONTROL BARRIER LEGEND 5' t 5' TREE---..:.t. TRUNK 4--+-=--. ___,-PLANTER --~~l_':=:;::==~~:::::=ROOT CONTROL PLAN VIEW NOTTO SCALE LEGEND BARRIER SIDEWALK CURB 1. CONCRETE PAVING -REFER TO PLANS 2. 12" LINEAR ROOT BARRIER. UB12-2 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 08/27115 1 ST. CD LANDSCAPE REVIEW 09/30115 PLAN CD RE-SUBMITTAL DATE 03/28/16 PLAN CD RE-SUBMITTAL DATE 05/06/16 PLAN CD RE-SUBMITTAL DATE 1 1 CONTAINER SIZE 1 GALLON 5 GALLON 15 GALLON 24" BOX 30" BOX 36" BOX 48" BOX A ,,,,.,,,,.,,,,,. ,xa•••••••••'''' ... ,,., ... , .. ,., ... ,, .. ,,., .. , .. PLAN VIEW PLAN VIEW PLANT PIT SIZING CHART A B WIDTH DEPTH 12" 26" 36" 48" DEPTH OF 54" ROOTBALL 66" 84" FOR BOX TREES 1. PLANT PIT TO BE SQUARE -SEE ABOVE FOR DIMENSIONS 2. ROOT BALL FOR CONTAINER PLANTS 1. PLANT PIT TO BE ROUND -SEE ABOVE FOR DIMENSIONS. 2. ROOT BALL APPROVED FOR IRRIGATION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T" DATE RCE EXP . REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD CTr] 8 PLANNING DIVISION 9 LANDSCAPE IMPROVEMENT PLANS FOR: Underground Service Alert Signature 7-31-16 >-----+---+-----------+-------+---1-------1-_, ROBERTSON RANCH REC CENTER CARLSBAD.CA VINE PLANTING Call, TOLL FREE 1·800 422-4133 TWO WORKING DAYS BEFORE YOU DIG PREPARED BY: SUMMERS/MURPHY & PARTNERS. INC. LANDSCAPE ARCHITECTURES 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CA. 92629 949.443.1446 FAX: 949.443.1631 DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL PLANTING DETAILS DATE INITIAL CITY APPROVAL OWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. SDP15-01 DRAWING NO. 488-6L I. GENERAL SITE PLANNING II. GENERAL SLOPE PLANTING Ill. GENERAL NOTES 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 1 O 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 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 2" in size. 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 BO% 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. 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. 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. 6. Application Refer to Hydroseed Lawn Notes for hydroseed application. Underground Service Alert Call, TOLL FREE 1·800 422-4133 TWO WORKING DAYS BEFORE YOU DIG A. Clean-Up F. Utilities 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 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. 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. G. Existing Trees 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. H. See Planting Detail Sheet for additional notes. 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. Observation 1. Observation visits specified herein shall be made by the Landscape Architect or his representative. The Contractor shall request observation at least two (2) working days in advance of the time that the observation is requested. 2. Observation visits are suggested for the following parts of the work: a. Upon completion of grading and soil conditioning prior to planting. b. When trees are spotted for planting, but before planting holes are excavated. c. Written acceptance of the project to release the Contractor from further maintenance shall occur after Final Observation with the Owner or his representative at the end of the maintenance period. E. Verification of Dimensions 1. All scaled dimensions are approximate. Before proceeding with any work, the Contractor shall carefully check and verify all dimensions and quantities, and shall immediately notify the Landscape Architect of any discrepancy between the drawings and/or specifications and actual conditions. No work shall be done in any area where there is such a discrepancy until approval for same has been given by the Landscape Architect. THE RECYCLED WATER SHALL ONLY BE USED IN COMMON HOA MAINTAINED AREAS APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA COUNTY OF SAN DIEGO GLENN LEEKS DATE ENVIRONMENTAL HEALTH SPECIALIST "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT 08/27/15 1 ST. CD LANDSCAPE REVIEW ~ CITY OF CARLSBAD ~ 1-0:::9:::/3:-::0i_::15:...+--+P'-'LA=N.:::C=.D.:.:R=.E-.=.SU.:cBccMcc.lTT=AL=-D::-A:':=T:=E ________ -j----j---t---t-----J 9 03/28/16 PLAN CD RE-SUBMITTAL DATE ~=='....'::::===P::::L'::'A'::'N'::'Nl'::'N::::G:::=Dl'::'V'::'IS=IO'::'N======::=...'==~ 04/15/16 PLAN CD RE-SUBMITTAL DATE LANDSCAPE IMPROVEMENT PLANS FOR: PREPARED BY: CARLSBAD MUNICIPAL WATER DISTRICT DEVELOPERS NAME: TOLL BROTHERS ROBERTSON RANCH REC CENTER CARLSBAD,CA PLANTING SPECIFICATIONS SUMMERS/MURPHY & PARTNES INC LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY SUITE 200 DANA POINT, CA. 92629 949.443.1446 FAX: 949.443.1631 DATE DISTRICT ENGINEER ADDRESS: 725 W. TOWN AND COUNTRY RD SUITE 200 IRVINE CA 92868 TELEPHONE: 650.377.5810 DATE PLAN PREPARED: __________ _ BY: DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL APPROVED: PLANNING DWN BY: __ _ CHKD BY:-~~ RVWD BY: PROJECT NO. DRAWING NO. SDP15-01 488-6L