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HomeMy WebLinkAboutDWG 488-9L; PUD 15-05; 165 PINE AVE CONDOMINIUMS; 01-15[. I • 'I I I , 11 t , l t i \~ • ! , ' ' ' . I l '-• ' ' I I I . ' l . ': ! ! • ' ' ! ' I . ' ' ' 'i ,; ' ,, , II ,. l 1 . I • " .. I , . • . •. ~/ I .. i . >' I 1 ::\ . 11 • I - PUD 15-05, SOP 15-05 CDP 15-10 MS 15-03, AV 15-03 DRAWING INDEX: 165 PINE AVENUE CONDOMINIUMS SHEET TITLE SHEET NUMBER TITLE SHEET L-1 HARDSCAPE PLAN L-2 £XIS' fflllffi ~ LU ::) z LU ~ LU z a. 3 o:,.,r et,,a t r.tmR DI LOCATION RT DIAL TOLL FREE 1 -800-422 -4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA MAP 165 PINE AVENUE CARLSBAD, CA 92008 APN 204-123-0100 • VICINITY CITY OF OCEANSIDE PACIFIC OCEAN 78 MAP CITY OF ENCINITAS i I ' E ' CITY OF VISTA EPARATE CITY REVIEW AND APPROVAL IS REQUIRED NOT AS FOR BUil FOR ANY PORTIONS OF THESE PLAN REQUIRING A DING PERMIT CITY APPROVAL OF THESE PLANS IS LANDSCAPE PLANTING AND IRRIGATION ONLY ' 11117 /16 JPB 5 i15117 JPB II/LE SHEET @~ 20 10 0 20 40 60 ~HI 1!1 J ~111!= Ul!'!"llli !I l!HIM!MI ~ •·• •. 4 4#&& 41141' ¢,S SCALE: 1"=20'-o" ]la1 11 11 JAMES P. BENEDETTI > i I 1 LANDSCAPE ARCHITECT 4403 MANCHESTER AVE , SUITE 201 • i ENCINITAS, CA 92024- 760/479-0644 FAX 760/479-0645 DATE INITIAL DESIGNER OF WORK 1 HARDSCAPE DETAILS L-.3 MA/NT. RESPONSIBILITY EXHIB/' L-4 /RR/GA TION TITLE SHEET L-5 /RR/GA TION PLANS & LEGEND L-6 /RR/GA T/ON DETAILS L-7 /RR/GA TION DETAILS L-8 /RR/GA TION SPECIF/CATIONS L-9 PLANTING PLAN L-1O PLANTING DETAILS L-11 PLANTING SPECIF/CATIONS L-12 PLANTING SPECIF/CA T/ONS L-1.3 LIGHTING PLAN L-14 < LIGHTING DETAILS & NOTES L-15 DECLARATION OF RESPONSIBLE CHARGE: I HtREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT. THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS 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 THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE ONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDI ON F A PROVAL RELATED TO LANDSCAPING , BY PHO (760) 479-0644 AT/ON NO ~3....,Q ... 5,.._R ___ EXPIRATION DATE _ _.9._,/..,,3..,..0'1-/_,_18,._ __ _ WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE ANO /RR/GA T/ON PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULATIONS I HA V£ PREPARED THIS PLAN IN COMPLIANCE TH SE REGULATIONS AND THE LANDSCAPE MANUAL I CERTIFY THAT THE PLAN IMPLEMENTS THOSE GU NS O PROVIDE EFFICIENT USE OF WATER ,, BY ( 760) 479-0644 REG/ST, TION NO 3058 EXP/RATION DA TE -~9.z../w3.o04/c..,1J,.1c8c.._ __ BACKFLOW PREVENTER TESTING: ALL /RR/GA TION BACKFLOW PRE\1£NTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE Gl\1£N TO THE CITY ANO THE CARLSBAD MUNICIPAL WATER DISTRICT P/Pli: BETWEEN THE METER AND BACKFLOW PRE\1£NTER SHALL BE "SCHEDULE K HARD COPPER" APPR0\1£D 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: APPROVED INSi'ECTION PROCEDURES INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE /RR/GA TION AND LANDSCAPE ARCHITECT OF WORK, OR HIS DESIGNA TEO AGENT REFER TO THE FOR PLANTING SPECIF/CATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTAL$ ONLY, INCLUDING PRECISE FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE /NSTALLA T/ON HAS BEEN COMPLETED BY SUBMlmNG THE "CERT/FICA T/ON LOCATION OF PLANTING OF COMPLETION" FORM A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE AREA. "CERT/FICAVON OF COMPLETION" FORM FAX TO, (760) 944-8943. LANDSCAPE INSPECTION REQUEST PHONE LINE. (760) 602-4602 II AS BUIL T11 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 T/ONS AND RCE EXP DATE REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW AND PROTECT ALL UTILITIES (ABO\!£ & BELOW GRADE) FROM INVASl\1£ PLANT GROWTH AND ROOTS REVIE'v/ED BY INSPECTOR DATE FIELD CHANGE z~_,., -· ~1 c1TY oF CARLSBAD 11151 Fl£LD CHANGE ,; ._.. ,.., l'1'z::, PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR 165 PINE AVE CONDOMINIUMS CARLSBAD, CA 92008 TITLE SHEET APPROVED tu:,,fj '1 {...,.-_.t-_11~ i::; 4,c:>,1'1 V -PLANNING DWN BY PROJECT NO DRAWING NO DATE INITIAL DATE INITIAL CHKD BY REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY PUD-15-05 488-9L • 42'' 7j PLAN 36 35" SECTION • B (.,.J a, LD r--- t0 ELEVATION 1 O" L, L, 1 1 DETAIL B FRP GUSSET ( 4PL) 1 /2" THK EMBEDDED '----HONEYCOMB, 4 SIDES NOTES UNLESS OTHERWISE SPECIAED 1) MATERIAL 0 125" TOO 187" THK FIBERGLASS REINFORCED PLASTIC (FRP) 2) FINISH MI 3) COLOR COPPER 4) ALL DIMENSIONS ARE NOMINAL, ACTUAL SIZE MAY VARY A TOURNESOL SITEWORKS URBAN TALL SQUARE PLANTER -42" SQUARE, 36" TALL N TS I-----{ 9 8 ' ' = -ti ' ' N • ' :24" , DETAIL LEGEND 0sxBX16 CMU BLOCK -GROUT ALL CELLS SOLID STUCCO FINISH TO MATCH ARCHITECTURE 0 FINISH GRADE G_) CONCRETE FOOTING CONTINUOUS FQOTING ON SLOPE SHALL HAVE 7 TO DAYLIGHT "'IIA VERTICAL REBAR @24" 0 C \::.J t'.;ROUT ALL CELLS SOLID - ALTERNATE BENDS 0#4 HORIZONTAL BARS -CONT 0 EXISTING WALL PER PLAN 0suBGRADE COMPACTED TO 95% 0 DECK PER PLAN 0 RAILING PER PLAN @) ELASTOMERIC WATERPROOFING MEMBRANE B 30" MAX WALL WITH PATIO CANTILEVERED ON TOP N TS \. --"--·.,,.__""-"--'"'---''---'''-"-~-~ .. -~.,------..__,.__,.'-',_,'~'---''----''-/'--''"-'''-''-''-''_,'~~~~~.,A..__/',.._~~ NOTES ALL SURFACES SHALL HAVE POSITIVE DRAINAGE (2% GRADE IN PLANTING AREAS) AWAY FROM STRUCTURES AND SHALL TERMINATE IN AN APPROVED DRAINAGE SYSTEM ALL PLANTS WITHIN THE THREE (3) DASHED SIGHT TRIANGLE AREAS SHOWN ON THE PLAN DO NOT EXCEED 24" TALL, ALLOWING FOR SUFFICIENT VISIBILITY FROM ALL DRIVEWAYS AN ENCROACHMENT AGREEMENT IS REQUIRED FOR THE INSTALLATION OF ENHANCED PAVING WHERE LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK SO THAT THE LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATION AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW Ll'; FIELD CHANGE 11-17-16 I AM FAMILIAR WITH THE REQUIREMEM'S FO~ WIDSCAPE AND IRRIGATION PWIS CONTAINED IN THE CITY OF CARLSBAD'S WA1ER EFFICIENT WIDSCAPE REGULATIONS I UNDERSTAND THAT CONSTRUCTION DRAWINGS ARE TO BE PREPARffJ IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL I CERTIFY THAT THE PWIS HAVE BE REP. ff! IMPLEMENTING THOSE: REGULATIONS TO PROVIDE EFFICIENT USE F BY w ::) z w ~ LU z -0.. RA!'P 3 ,vv- "-P~ __ 15~DP 15-05, CDP 15-10, MS 15-03, AV 15-03 WALKWAY, COLORED CONCRETE /A\ VVI I-H I-0PCAST #3 DAVIS ~ . • ,, • , /~ INTEGRAL COLOR SANDSTONE ~, .' ' • • :::_d: ±, --.,"'----. / #5237 WI TH SEAMS OF 1 "-2" ( ~c:::!==;,c±==".:j:c"c===="''===========il===KRG 'B~AGH=f'EBBlE--c-Bl:AGK=~··=====c-"-,t-=c-=========== / L[XI r GURU RIVER ROCK GROUTED IN PLACE, J ,XIST WATll1 ,tV[ GROUT TO MATCH CONCRETE [X/'iT 6' ACP WA TFR \ 1___,. /f--(J7--------w ---_,.,_, __ w --~,Tr w 1) ---[YIST B' ACP i\A T[R EXIST 8' VCP srnrR] PER Dl'.'C 759-9 PER DWG 118 9 rm rwc 159-9 1 _/ _,G--A-R~IELD STR~,i:Y-~ w ---.--.. ·w-------· v.c -~~~-~---1 r+----+-~--~--------=----'-'"---->~>s-----1---:----_.,-__ __.__ __ ~=--;-:;s; ;;,--[XIST 4" ACP WATFR KR-t ·sEAcHrn~t~Elr-9E:9 BLACK' ' v •• • • TG 54 72 • • FL 54 36 • • t,> • -,. □ 1◄=-EXIST RFT WAIL I Fi I FG 54 48 ' . . ,) TOURNESOL SITE WORKS 42" SQUARE, 36" TALL 'URBAN TALL ~ SQUARE Ml BRONZE' POTS FOR TREES, TO BE POSITIONED IN LINE WITH STRUCTURE WINDOWS NOTES --[DG[ OF EX/ ,iNG El cVING - APN 204-124-55 EXIST CONDOMINIUM ALL SURFACES SHALL HAVE POSITIVE DRAINAGE (2% GRADE IN PLANTING AREAS) AWAY FROM STRUCTURES AND SHALL TERMINATE IN AN APPROVED DRAINAGE SYSTEM - ( G " AGS STAINLESS INC 42" \L-3., TALL 'RAINIER' CABLE -RAILING WITH WOOD TOP ABOVE RETAINING WALL STREET LEVEL HARDSCAPE PLAN APPROVED FOR "AS BU IL T" /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE RCE__ EXP --DATE LOCATION OF PLANTING REVIEWED BY AREA. INSPECTOR DATE 1 10 17 JPB 1 FIELD CHANGE 'Z-"'\" l'l .... ~ 1 CITY OF CARLSBAD 11 SHEEIS I 1"5,.,1""2 :.,,17'--I-J..._P,,_B -+-<=-_,F_,,IEeceLD"'-"C""'H""ANe.,G,.,,E'----------+-..:.i,_.3,.::::..,_i, .-'"'E:.-'="-+---1----1 ~ PLANNING DIVISION 1 5 @~ 101"11► 5iiPI qSi @MiiiiilO 20 91/lii 1 1S,4ii5,0 1-----+---+---------------+---+---+---1----1 _ &14 I? I 4 I 1¥9 ff f &$ _ SCALE· 1"=10'-0" LANDSCAPE IMPROVEMENT PLANS FOR 165 PINE AVE CONDOMINIUMS CARLSBAD, CA 92008 JAMES P BENEDETTI LANDSCAPE ARCHITECT 4403 MANCHESTER AVE , SUITE 201 ENCINITAS. CA 92024- 760/479-0644 FAX 760/479-0645 DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION APPROVED PLANNING OWN BY DATE INITIAL DA TE INITIAL CHKD BY OTHER APPROVAL CITY APPROVAL RVWD BY . ~~ • ~~\~ "i'-;o.i, . . PROJECT NO DRAWING NO PUD-15-05 488-9L · SECTION G) PAVERS OVER SAND BASE, DEPTH PER SOILS GEOTECHNICAL REPORT. . B COMPACTED SUB-GRADE PER SOILS GEOTECHNICAL \V REPORT · G) SOLDIER COURSE PAVER · 0. SAND BASE PER SOILS GEOTECHNICAL REPORT G) PLANTING AREA G) 1" IN TURF AREAS, 2" IN SHRUB AREAS (D MORTAR BASE @ SOLDIER COURSE WHEN PAVERS ARE INSTALLED ADJACENT TO PLANTING AREA · ~~~5: BASE AND AGGREGATE BASE THICKNESS SHALL· BE DETERMINED BY SOILS GEOTECHNICAL REPORT AND 'R' VALUE TESTING SEAL ALL. PAVERS WITH 'SUREBOND' JOINT STABILIZING SEALER /ISB-1300-1370, CONTACT. · /949) 360-4446. APPLY AS PER MANUFACTURER'S RECOMMENDATIONS. 3" •·1:!i'\;l ... ·L;·•··. ··.•·iet •. U; , i I ' ! 6 5 DETAIi I EGEND 0)3" SEAMS OF 1"-2" ROUND BLACK RIVER ROCK (DEXPANSION JOINT¼" THICK PRE-MOLDED ; MATERIAL THROUGH SLAB W/ ½" MIN. DEEP POLYURETHANE CAULKING ON TOP, (SEE. i SPECIFICATIONS). EXPANSION JOINTS TO BE PROVIDED @ 20'-0" O.C. (MAX.) @ BACK OF CURBS, BUILDING FACE/WALLS, ETC. OR AS INDICATED ON PLAN. · G)15'' ~ONG 113 BAR DOWEL@ EXPANSION JOINTS (TYP). SLIP' JOINT ONE SIDE. · G) 6" CONCRETE SLAB W/ #4 BARS @ 24" O.C. · EACH DIRECTION. VERlf'Y WITH SOILS REPORT. G)GRAVEL BED PER SOILS E.NGINEER (D SUBGRADE PER SOILS ENGINEER. NOTE· , .··.. , . . . · FINISH AND COLOR OF CONCRETE TBD. .:>/:ii<. >Vi· :::, , '',.,, ,,,,,j I,\ ,,[1,::1:11: ',. ·l :" ·. Li1fr1\ • l:i!i~.:.~I ",. ·, .. ; A CONCRETE PAVERS N.T.S. B VEHICULAR CONCRETE PAVING W/GRAVEL IN SEAMS N.T.S. 1 ,;- 1,. N i I: , • I . S" C.LR. 8" ELEVATION ',I' E 5' TUBULAR FENCING •. I I ' 3' 0 0 BUILDING FRONT 1f2" FIBER EXPANSION JOINT W/ JOINT SEALANT G) CONC. PAVING (SEE PLAN) G) 4" MINIMUM G) 95% COMPACTED SUBGRADE OR PER SOILS REPORT. G) 6 X 6-6 /6. WELDED WIRE MESH PER GEOtECHNICAL REPORT, ALL PAVING SHALL BE PER SOILS REPORT. ALL CONCRETE SHALL BF 2000 PSI. H EXPANSION JOINT AT BUILDING 5 N.T.S. PUD 15-05, SOP 15-05, CDP 15-10, MS 15-03, AV 15-03 SECTION DETAIi I FGFND (Dt• SQ. T.S. POSTS W/ FLAT CAPS(vFOR WALLLPILASTER ATTACHMENT AT TOP. .· .USE .PRE~RJL~ED SLIDING E.ND . . PLATES W 'hi x3" LAG 01%" .DIA. T.S. TOP AND BOTTOM SCREW/L AD ANCHOR ASSEMBLIES RAILS. ATTACH TO POSTS W/. OR SIMILAR .TYPE OF FASTENERS. GALV. STEEL MOUNTING BRACkETS OBTAIN APPROVAL OF ARCHITECT PRIOR TO USE• I,\ 1" DIA. T.S. PICKETS @ 4½" 6.C. fo\ 0\.::,J \V WALL OR PILASTER PER PLAN FINISHED GRADE NOTE: G)coNCRETE FOOTING, SLOPE TO FINISH W/ (1) ~OAT OF METAL DRAIN AWA':/. FROM POST -PRIMER ANO (2 COATS .METAL .•• EXTERIOR GLO~., COLOR TO BE fo'\ COMPACTED SUBGRADE AS PER . SHER~N WIWIIMS 'DARK HUNTER VV SOILS REPORT GREEN NO. SW0041 0 GALVANIZED STEEL MOUNTING · BRACKETS AT TOP AND BOTTOM. WELD TO PANEL IN SHOP AND WELD TO POST IN THE FIELD j ENLARGEMENT . N.T.S. • ! ·I ALL TUBING SHALL HAVE BOTH ENDS WELDED CLOSED AND GROUND SMOOTH ALL METAL FENCING CONNECTIONS SHALL BE CONTINUOUSLY WELDED. THERE SHALL BE NO WELDING OF FENCE MATERIALS IN THE FIELD ALL MATERIALS TO BE FULLY ' I GALVANIZED BEFORE INSTALLATION IN FIELD FENCE PANELS SHALL BE P .. z-MEASURED AN. D INSTALLED W GALVANIZED STEEL MOUNTING B ACKETS . , · I,,.' i l , ! i:; I: N.T.S. VARIES PER PLAN 4 (D 3f4" DEEP X 1/8" WIDE SCORELINE W/ 1/4" EASED EDGES. (D CONCRETE -SEE PLANS FOR COLOR & FINISH G) 95% COMPACTED SUBGRADE OR. PER SOILS REPORT 0 4" MINIMUM SCORELINE I NOTE: ALL PAVING SHALL BE PER SOILS REPORT. ALL CONCRETE SHALL BE 2000 PSI. N.T.S. C 0 0 0 0 COLORED CONCRETE PAYING W/ ACID WASH/SANDSTONE FINISH 1 /2" FIBER EXPANSION JOINT W/ JOINT SEALANT 4" MINIMUM 95% COMPACTED SUBGRADE OR PER SOILS REPORT 0 NO. 4 REBAR @ 24" O.C.E.W. OR PER SOILS GEOTECHNICAL REPORT ENHANCED PAVING 1/2" GAP EACH SIDE OF GATE FRAME 8" 5'-611 , ' , ' . ' C: . ~. 9 . 1 - -' .. 3 _(_ - 4 ~- 2 5 -"" .... ( . N ul: . . ,, I / ..... -~\-.. t t ; .. ,:.1.t '/ ·:·1!1;,1r i L ·1 -,---... . . ' --. ; "" .:: .. 1 '."" .c """'"" i"""'"""i ! / .. _... . """' ' ·/ .. I Ti:!·U u ' I ! .• [L . vi• . ··•... ··... .. 1:: •· . • i .. .,. - 7 6 8 ' I 'J lJ) ' ' I NOTE: ALL PAVING SHALL BE PER SOILS REPORT. ALL CONCRETE SHALL BE 2000 PSI. DETAIi I FGFND 0HEAVY DUTY SELF CLOSING HINGES to\ TUB. STEEL GA TE W / 1 l" OD. \V FRAME & 1 /2'' O.D. PICKETS @ 4" o.c .. 1-1 /2" 0.0. TUB. STEEL TOP AND BOliOM RAILS. G) 1 /2" O.D. TUBULAR STEEL PICKETS @ 4" o.c .. 0 ~ELF LOCKING KEY LATCH · PLATED) W/ 2"X2" POST GATE TOP. 0 2'' SQ. POST -SECURE ON ~A. v5i~. A;EtfT BJT~0~6ii~Wh~NgR APPROVED EQUAL. IN btfJt,&fEi/~~A.SliEt~u~o~;RETE FOOTING. HOLD POST IN CENTER OF POUR AND 2" FROM BOTTOM OF FOOTING 0 CONCRETE PA YING. !,\CONCRETE FOOTING @ CONCRETE \..'..J PAVING• G)FINISH SURFACE. fo\ TUBULAR STEEL FENCE PER DETAIL \V C ON THIS SHEET D "ii:-:. ! I; G) SEE PLAN FOR CONCRETE COLOR FINISH PER PLAN (D 6 X 6-6/6 WELDED WI.RE MESH PER GEOtECHNICAL REPORT · 0 0 0 PER GEOTECHNICAL REPORT 4" MINIMUM 95% COMPACTED SUBGRADE OR PER SOILS REPORT CONCRETE REINFORCEMENT J;zJ SELECT OPTIONAL STEM REDUCER □ l'idoD RAIL STEM REDUCER T - ; NOTE: ALL PAVING SHALL BE PER SOILS REPORT. ALL CONCRETE SHALL BE 2000 PSI. AG$ STAINLESS INC. 1373NE DAY RD .BAINBRIDGE ISLAND, WA 98110 lQLL !=REE: 1.:888-841-9492 .PHONE: (206) 842,9492 FAX: (206) 842-8179 www.agsstilinle:;i,.CQm 11i:2" X 1112' SS POST, TYP. -----m N.T.S. J;zJ SELECT MOUNTIN~ OPTION: □:Ja~NT g l r L 4•-0• MAX, TYP. _ _,___4•-0• MAX, TYP. . REF. 4605-032 AND 4605·033 FOR T'(f'. CORNER DETAIL POST LAYOUT PLAN / RAILBYOTHERS r118" 1X9A316 SSCABLE WOOD TOP D .·.· .. , .. ,_. " . ., .·.· .. ··.· h . ..... '"" "' ,., ffl ·~ "' . .... "' "' "' -,,·" ~ . :;: ~ ~ . I .--:-·~~ "" . , ELEVATION F 5' TUBULAR STEEL GATE N. T.S. NOTES: t :1~1~?Jg~;~:J1~~5T~~\~'y~~~1Js~i~~~ ~~i~R~,l~~A6~~~~sMs:~~RAWINGS. 3. CONTACT AGS FOR CUSTOM OPTIONS/LAYOUTS. 4. REFER Tb 4605-030, 460;-031, 4605·032 AND 4605-033 FOR POST MOUNTING DETAILS. 5 .. SEE MANUFACTURER FOR SPECIFiC FINISH & MATERIAL DETAILS & OPTIONS STEPS AT ENTRY PAVING 6. INSTALLATION TO BE COMPLETED IN ACCO!IDANCE WITH MANUFACTURER'S SPECIFICATIONS. 't. Db NOTSCALE . .DRAl'ilNG. 8. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DE!ilGN PROFESSIONAi.$ FOR PLANNING PURPOSES ONLY, THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. 5 1 " q ' N ~ ;,. N 4 q ·-··1 • . I ! 1. 1--- 12" '.ii~··. : i ' 4 9. ALI, INFORMATION CONTAINED HEREIN WAS CURRENT ATTHE TIME OF Dl;VELOPMENT BUT MUST BE REVIEWED l\l'!D APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERoD ACCURATE... . . . . . 10. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.oom/info ANO ENTER REFERENCE NUMBER4605-012. CLEARVIEW CABLE RAILING SYSTEMS CABLE RAILING SYSTEM WITH WOOD TOP, 42 INCH REVISION PATE 05/0912013 G AGS STAINLESS INC. 42" TALL RAINIER RAILING N.T.S . "AS BUILT" LEGEND APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. J STEP 0 CONCRETE PAVING ® #4 BAR @ 12" O.C. EA WAY. 0 TYP. EXPANSION JOINT 0 COMPACTED SUBGRADE @ 7 #3 BAR FOR EACH STEP 0 DOWEL © LED STRIP LIGHTING CONSTRUCT/ON DETAILS RCE___ EXP.____ DATE REVIEWED BY: INSPECTOR DATE 0 4" THICK CONCRETE STEP t----+---+- 1 ---------+----+--+----+----11 Si3EET I CITY OF CARLSBAD ~ ::==='-'===:::':P::::LA:::::N::::N:=IN:::::G::::::::::Dl:::::Vl:::::Sl:::::ON:::::::::===-'=LG?_j=:'.:::=· ~ 1-------1---1----------------t----+~-+-----1---1 LANDSCAPE IMPROVEMENT PLANS FOR: N,T.S. JAMES P. BENEDETTI LANDSCAPE ARCHITECT 4403 MANCHESTER AVE.; SUITE 201 ENCINITAS, CA 92024 760/479-0644 FAX 760/479-0645 165 PINE AVE CONDOMINIUMS CARLSBAD, CA 92008 ,_---+----+----------------+---+---+----1------1 1-AP_P_R_o._v_ED:_, ___ t,,;;r __ · _f~~--~-· ~-/~ \ l:r-E::l\...;-tt- PLANNING DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: . PROJECT NO. DRAWING NO. CHKD BY: PUD-15-05 488-9L RVWD BY: I r w :::, z w ~ w z -CL . \ [XIST 5• ACP WAlfR l PER DWG 159-9 I ------------------- PUD 15-05, SOP 15-05, CDP 15-10, MS 15-03, AV 15-03 1-----'I-[XIST 8" ACP WATER PER DWG 159-9 EXIST 8" VCP SEVIER - PER DWG 118-9 GARFIELD STREET ' 1--EXIST 4• ACP WAlfR PER DWG 159-9 FL 55 ,o I EXIST TRA ,.cry,Mm , / (Fl ,, 7~~ --.......,_ EXIST/CURB & GUTTERh , EXIST l•ffR POLE 7 ~ / \ (FL A 26) TS 56 20 • ,. • ~ (FS 54, • •• • • • .. • • h I "-/ ' . . ,-,c ' . 8 -,, Q'l ..., O'\ u 1- ; I • I• ---------....... l JE:.0 CHANGE 1-10-7~--------......__ (Fl .55')\<)) I ' II " " ... / EXIST UNDE~~N -EXlo\ DRIVEli Y -I 1 ' •• \• • \' : •• • l / I ~-r WAlfR i . ~ ,... j ~11~i& . -Fi~ t>nn· ., ,. ~., ,. 1)'9 oo' I • • (0 GAii ~1 I ' FG 54 95 w135tS t ~ EXIST WOOD SHFD 1,,;11,.....,-,11,1JTO 8[ REMOVED __) ~ l ~ -~ /_ , . ,FG 5473 ' \'."!y"' -• \ ..... • • • ., ,. "'ll" T~70 ' ' 0 ' I • /1t . a 0 CX) APN 204-123-J2 • f\. S3437~- /_, ~/ST RI ----1----{IV-MA ~ "' .v -[X Kf/OUGI/T IKUJV l,fj IC """!=====I --I --EDGE OF EX/STING BUILDING -' I • • •. l{\/1 u 111.1/1\ /Ml .... . ' ' '! • ' ' I • . • CX) ~'.I---: PROPERTY LINE 6 00' ' I SETBACK w EXIST BUILDING a "' 0 "' "' "' z -EXIST RET IV, 'I. ·l FG 5436 J ' 60 00' '1 C45 BEND -l ,( 'PERTY LINE APN 204-124-55 EXIST CONDOMINIUM EXIST POWER POLE • • HOA MAINTAINED AREA EX ST DRlvfWAY--1-1!1- / EX/ T SOC&[ VAULT --+Hlj4,. MAINTENANCE RESPONSIBILITY EXHIBIT APPROVED FOR "AS BU I LT" /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE RCE__ EXP --DATE LOCATION OF PLANTING REVIEWED BY AREA. INSPECTOR DATE 1 10 17 JPB 1 FIELD CHANGE z....r.,1 nt. ~ I CITY QF CARLSBAD , ~ i---i----r~----------t--+----+--l----1 L.1_J _!'LANNING DIVISION I~ @ 10 5 0 10 20 30 LANDSCAPE IMPROVEMENT PLANS FOR ~'Ii& 44 ' ◄d@P\?@s~ ,.s,e&:Miii'·, 165 PINE AVE CONDOMINIUMS [ fi.M ♦ ► f§§ P.li&.JJ hJSt5.... _ SCALE: 1n=10'-0n JAMES P. BENEDETTI LANDSCAPE ARCHITECT 4403 MANCHESTER AVE , SUITE 201 ENCINITAS. CA 92024 760/479-0644 FAX 760/479-0645 DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL OAlE INITIAL OTHER APPROVAL CITY APPROVAL CARLSBAD, CA 92008 APPROVED PLANNING DWN BY CHKD BY __ RVWD BY PROJECT NO PUD-15-05 DRAWING NO 488-9L ------------------------------------------------ PUD 15-05, SOP 15-05, CDP 15-10, MS 15-03, AV 15-03 GENERAL NOTES RECYCLED WATER NOTES RECYCLED WATER SYSTEM (PRIVATE) SHEET TITLE SHEET NUMBER 1. ALL -WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULA TJONS. 2. DRINKING WATER FOUNTAINS AND DES/GNA TED OUTDOOR EA TING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST OR MISTING. PINE AVENUE CONDOMINIUMS TITLE SHEET /RR/GA TION PLAN & LEGEND /RR/GA TION DETAILS /RR/GA TION SPECIF/CATIONS L-5 L-6 L-7 -- - L-8 -.3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIM/NA TE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY. AND MISTING. .-· :":::· ... , -._ .... __ . .._., , 4. HOSE BIBS .ARE STR/CTL Y PROHIBITED. SIGNAGE NOTES 165 PINE AVENUE /RR/GA TION DETAILS L-9 -_ . ,'_" ------ 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 /RR/GA TION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. !RR/GA TION DURING PUBLIC _USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED 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_ A.M. 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICT RULES AND REGULATIONS. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WIND BLOWN SPRAY _ OR BY DIRECT APPL/CA TJON THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION _ PRACTICE OR SYSTEM OPERATION IS STRICTLY PROHIBITED. 11. /RR/GA T/ON HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR EL/MINA TE OVER- SPRA YING ON SIOEWALl<S, -STREETS AND -NON-DESiGNA TED 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 REGULA T/ONS. 1.3. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEAL TH AND SAFETY CODE. 14. ALL /RR/GA T/ON 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 AND REGULATIONS. 1.5. 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. 'i ' 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 SL_EEVE _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 DEP_ARTMENT 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 DESIGNATE:O iN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEM WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS~CONNECT/ON PROTECTION, THE RECYCLED PUREYOR'S RULES AND REGULA T/ONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DES/GNA TION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT STEVE PROPHET AT OR AFTER HOljRS CONTACT STEVE PROPHET AT 760-468'--7063 760-468-7063 THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF tACH CONTROLLER WHERE THEY ARE EAS/L Y VIS/BL[. PLACE ON 8-1/2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. 1. GUIDELINES FOR RECYCLED WATER USE A. IRRIGATE BETWEEN TH[ HOURS or 10:00 P.M. AND 6:00 A.M. ONtY. WATERING OUTSIDE THIS -TIM[ FRAME MUST BE DON[ _ MANUAL_L Y WITH QUALIFIED SUPERVISORY PERSONNEL ON~SITE. NO SYSTEM SHALL, A.f AN'( TIME BE LEFT UNATTENDED DURING US[ OUTSIDE THE NORMAL SCHED_ULE. Ji:/., ii" _ :•i \t:rn i1··•1i1::u!:::•r--::-.:· . B. /RR/GA TE_ IN A MANNtR THAT_ _ WILL MINIMIZE RUN-DFF, POOUNG, AND PONDING, -THE APPL/CATION RA TE SHALL NOT EXCEED THE INFILTRATION RAT[ OF TH[ SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPA TIBL.E .WITH THE LOWEST SOIL - INFILTRATION RA TE PRESENT. THIS PRQC[DURE MAY _BE FACILITATED BY THE EFFICIENT SCHEDl,JLING OF THE AUTOMATIC CONTROL -CLOCKS, (I.E., [MPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL /RR/GA TION TIME INTO CYCL[S THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). C. ADJUST SPRAY HEADS_ TO ELIM/NA TE OVER SPRAY ONTO_ AREAS NOT UNDER THE; CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. D. MONITOR AND MAINTAIN TH[ SYSTEM TO _MINIMIZE EQUIPMENT AND .MATERIAL FAILURE.·_ BROKEN SPRINKLER HEADS, LEAKS, UNRELIABL[ VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. E. THE LANDSCAPE CONTRACTOR JS RESPONSIBLE FOR EDUCATING EACH EMPLOYEE AND ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING THE PRESENCE OF RECYCLED WATER. MAINTENANCE PERSONNEL MUST BE INFORMED THAT WATER IS FOR /RR/GA TJON PURPOSES ONLY AND IS NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL WASHING, ETC F. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MOD/FICA TIONS TO ANY PRIVATE ON-SIT[ FACILITIES. SUCH CHANGES MUST BE-SUBM/TTED~TO, AND- G ' APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 1. ALL RECYCLED WA T[R SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH /DENT/FICA TION TAGS. 2. 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, AND "A VISO -AGUA /MPURA-NO TOM.AR" IMPRINTED ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE 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. ' ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. EACH AUTOMATIC CONTROLLER AND ITS ASSQCIA TED EQUIPMENT SHA_LL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER. USED FOR /RR/GA TION" 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 OPERA TJONS PERSONNEL UTILIZING THE EQUIPMENT. DECLARATION OF RESPONSIBLE CHARGE: /. HEREBY DECLARE THAT I AM l ANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER TH[ DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6 70.:l OF THE BUSINESS AND PROFESSIONS CODE AND THAT TH[ DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT ORA WINGS AND SPECIF/CATIONS BY THE PROJECT MAP LEGEND POTABLE WATER METER RECYCLED WATER METER BACKFLOW PREVENTION DEVICE INSTALL PER CMWD ---/RR/GA TICJN MAINLINE R'll Ii RC FS [ZZ] 1:-, POTABLE WATER LINE-- RECYCLED WATER LINE RECYCLED WATER _ PRESSURE SUPPLY LINE FIRE SERVICE LINE RECYCLED WATER USE AREA DO NOT DRINK SIGN ~ UTDOOR EA TING AREA -PROTECTED AGAINST CON- _ACT WITH RECYCLED WATER) -L i : '. ; , i , •• £X/5nNG POTABLE WATER IRRIGA11ON METERS SEE . --CIVIL PLAN . ,j; "i ' ;1' .' :: ; _ P01ENTJAL LOCA11Oi{ FbR --c--- FIJTURE RECYCLED WATER IRRIGA17ON METER ' ' NOT£: PLANS WILL BE RESUMBITTED ONCE FINAL LOCA11QN HAS BEEN DETERMINED :: --':1 : ,,, ,1 , l! ' ·' , ·l .",:, .. , . ' (s"'.! 1\ I I • I I ' I WATER EFFICIENT LANDSCAPE DECLARATION: I I L Ii • ,,J-, ,, '"" • I 11 '~ ,, f\~JW:ilv,~~u=ssnw,,=ml I -I I flEBJ I ,,·,.;c:1 ' Iii '"'-'" i ', ' : ~I -fl!, i,ilJiJ' i" I 1· :_ , .... , .. (:-1'•/,),'C.';",A::C I -r.-~,~~'.!!'L"""'"'~--'-------~I --------- " Af:'f't/)1,•'1,<; 65 ';YJS;:.;: ;,·'/t,\'.• •: ([ !;/;,\,. ,/ INSPECTION PROCEDURES: NO SCALE < 0 N en I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND /RR/GA T/ON PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULATIONS. I HA VE PREPARED THIS PLAN IN C MPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE INSPECTION OF THE PROJECT SHALL B[ PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR HIS . D[S/GNA TED AGENT. _ REFER TO THE SPECIF/CA T/ONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBM/TTALS. , PLAN I -LEMF~lfs• TH E REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. BY: ( 760) 479-0644 RE:GISTRA TiON NO: ___.,3...,_05..,8..,_ ___ EXP/RATION DA TE: --~9+/~3~0,_,_/~l-6 ___ _ 'INSPECTION PROCEDURES 1. DISTRICT CONSTRUCT/ON INSPECTION SHALL INCLUDE: A. REQUIRED SEPARATION BETWEEN POTABLE AND RECYCLED WATER LIN[$ (HORIZONTALLY AND VERT/CALLY). B. PIPE /DENT/FICA T/ON. C. SLEEVING AT CROSSINGS. D. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF_ THE WORK WILL CERTIFY THAT THE /NSTALLA TION HAS BEEN COMPLETED BY SUBMITTING TH[ "CERTIFICATION OF COMPL/:TION" FORM. A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE /NSPfCTION REQUEST LIN[. FAX THE "CERT/FICA T/ON OF COMPLETION" FORM TO (760) 944-894.3. LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 602-4602. CITY OF OCEANSIDE ./RR/GA T/ON PLAN 78 NOT TO SCALE -- APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA 22. ALL PUBLIC AND PR/VA TE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS •AND WATER COURSES WITHIN THE RECYCLED WA T[R PROJECT SHALL BE SHOWN ON THE PLANS. CITY OF CARLSBAD AND SAN DltGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH JS CONFINED APPROPRIATE MATERIALS AND MARKINGS, INCLUDING PROPER QUICK COUPLERS. COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH LAND AND WATER QUALllY DIVISION 23. CALL_ OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/OR DESIGNATED OUTDOOR EA TiNG AREAS ON THE SITE. '.-,'I 24. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WA T[R. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. 25. ALL /RR/GA TION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO TH[ 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/waler/Documents/ . r:ecycledwaterqackflowtesterlist.pdf for recycled or http: //www.carlsbadca.gov/services/ departments/water /Documents/waterbackf/owtester/ist.pdf for potable or call 4.38~2722. ' ' _, _ /PURPLE BACKROUN~" BLACK LETTERS TO A REVIEW ONLY AND DOES NOT RELl[VE ME, AS I ANDSCAPE ARCHITECT OF WORK, OF MY R[SPONSIBILITl[S FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH TH[ APPROVED LANSCAPE CONCEP_T PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. FIRM NAME & ADDRESS: ENCINITAS CA 92024 PHONE NO: ( ]fi_Q_) =47~9~-~ll~64~4'-----'-_;___----'- REGISTRA TION NO: 3058 EXP/RA TJON DA TE: _9,,_-~3~0.__-__,1"'6'-----------,---- ' r BLACK LOGO / -36" / In Order to Conserve Water ... DI RT (N. T.S.) WARNING RECYCLED WATER DO NOT DRINK R CYCLED WATER RECYCLED WATER IN USE DO.NOT DRINK NO TOME EL AGUA ,.._ DIAL TOLL FREE 1 • 800 -422 -4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 2. AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE COUNTY HEAL TH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. S/GNAGE INSTALLED PER PLAN. B. CONTROLLER STICKERS. C. TAGGING OF VALVES. D. COVERAGE 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 T/ON CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. F. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. G. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. H. CROSS-CONNECTION TEST IF REQUIRED. /. COLOR CODED, LAMINATED CHARTS INSIDE EACH CONTROLLER. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION THAT WILL COVER A-I OF THE DISTRICT FINAL INSPECTION. PACIFIC OCEAN CITY OF VISTA CITY OF VICINITY MAP 'GLENN LEEKS DAlE ENVIRONMENTAL HEAL TH SPECIALIST "AS BUILT" TITLE DAlE REVIEWED BY: INSPECTOR DAlE CARLSBAD MUNICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD 15 5 PLANNING DIVISION SHEETS REVISIONS MUST B[ APPROVED BY PUBLIC HEAL TH ENGINEER, CITY ENGINEER AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 1-----+---1----------------i----t----t~--i-----t PRIVATE (ON SITE) RECYCLED 1-----+----1--------------+----+----1---+----1 WATER SYSTEM FOR: 165 PINE AVENUE CONDOMINIUMS SH HANDS AFTER CONTACTING LAVESE SUS MANOS DESPUES DE USAR WASH HANDS AFTER CONTACTING LAVESE SUS MANOS DESPUES DE USAR CARLSBAD MUNICIPAL WATER DISTRICT DEVELOPERS NAME: _____________ 1----+--1------------------+---1---------,i-------t----1 CARLSBAD, CA 92008 12" X 36" SIZE .0_32 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS 1" BLACK LETTERS 2" BLACK LETTERS TYPICAL SIGNS C: \DRAWING FILES\ TITLE SHEETS\RECYCLED WATER TITLE SHEET.DWG 2/12/2015 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS a ure ate 91301 e 3/22/1 . CAt.1< 1-~--~-·_L_~+-,-N_•-~---#t DISTRICT ENGINEER DA lE ADDRESS: lELEPHONE: DAlE PLAN PREPARED:--,--------- BY: 1----1----+-----------------+-------i---1---+------iAPPROVED 1----l--+-'-----'----'-------------1----+--+----l---iPLANNING DATE INITIAL DA TE INITIAL DATE DRv.tl BY: INITIAL PROJECT NO. DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHCKD BY: PUD-15-05 488-9L SHEET-OF SHEETS • • RPMP • • I . , ,..,,, ... , • • I 1/4 1/3 112 E DESCRJPDON MANUFACTIJRER/MOQO- 0 HUNTER / RZWS-18-25-CV-R TREE BUBBLER f-"""'-"",,....,.~,-.-, j DRIPPER LINE 18" NETAFIM / llRW6-1810 S)'M80L SPACING DESCRIPTION 3/4° EX WATER METER BACKFLOW PREVENTOR LIQUID FERTILIZATION TANK AUTOMATIC CONTROLLER ET SENSOR HIGH FLOW SHUTOFF DEVICE QUICK COUPLER BALL VALVE VALVE BOX REMOTE CONTROL VAL VE DRIP REMOTE CONTROL VALVE DRIP PRESSURE REGULA TOR DRIP DISC FILTER DRIP AIR RELEASE VALVE DRIP LATERAL END FLUSH DRIP /LATERAL CONNECTION POTABLE SERVICE LINE CROSSING POTABLE MAINLINE CROSSING I::,. DO NOT DRINK SIGN CONTROL WIRE-14 GAUGE ---MAINLINE {PVC PIPE) LATERAL LINE (PVC PIPE) = = = SLEEVE {PVC PIPE) MANUFACllJRERft,IODEL FEBCO / LF825Y-1 25 W/ PRV-1 EZ-FLO / EZ001-CX W/ CBV-125 {BALL VALVE) HUNTER / IC-1200-PL INDOOR WALL MOUNT CONTROLLER HUNTER / SOLAR SYNC HUNTER / FLOW-CLIK-FCT-158 HUNTER / HQ-44LRC-AW-R KING BROG 8 T U CARSON 1320 8-13 OR EQUAL HUNTER /ICV-101 G-FS-R-AS30 SERIES HUNTER /ICV-101G-FS-R SERIES NETAFIM / PRV-075HF35V2K NETAFIM / TF10618-100RW NETAFIM / TLAVRV NETAFIM / TLFV-1 NETAFlM / MDCF FlmNGS FOR CONNECTION BETWEEN PVC LATERAL HEADER LINES AND DRIP TUBING PAIGE / #14 GAUGE SCH 40 FOR 1-1/,.2' AND SMALLER _(PURPLE) CLASS 315 FOR 2" AND LARGER (PURPLE) CLASS 200 PVC {PURPLE) SCH 80 PVC SlEEVE @ VEHICULAR PAVING, 30' OF COVER • RAD PS! 1/4 1/3 1/2 F DETAIL N/A 30 025 M/L-7 N/A 7 -70 O 61 F-1/L-7 REMARKS VERIFY SIZE IN FIELD INSTALL PER DISTRICT STANDARDS INSTALL PER DETAIL INSTALL IN THE GARAGE INSTALL (1) PER MANUF RECOMM, INSTALL (1) PER MANUF RECOMM, 1" SIZE ACME THREAD INLINE SIZE\ BLOCKED TRUE UNION SEE SPEC SIZE AS SHOWN SIZE AS SHOWN INSTALL PER DETAIL INSTALL PER DETAIL INSTALL PER DETAIL INSTALL PER DETAIL INSTALL PER DETAIL INSTALL PER DETAIL INSTALL PER DETAIL INSTALL PER DETAIL SEE SPEC 1"-1 112• = SCH 40~ 2"-2 1/2'+ = CLASS 315, SEE SPEC, SEE SPECS 2 X OUTSIDE DIA OF PIPE TO BE SlEEVED DETAIL K/.L-7 B/L-9 J/L-7 C/L-7 D/L-7 A/L-7 B/L-7 1 H/L-7 I/L-7 G/L-7 A/L-8 B/L-8 C/L-8 E/L-7 E/L-7 1 J r EXIST POW[R POLE 'IE\: . • • •• ' • • • • • • • • • • I ---- SUBSURFACE DRIP IRRIGATION INSTALLATION GUIDl::LINES 1 THE TYPICAL RECOMMENDED PIPE DEPTH FOR THE DRIPLINE IS 4" BELOW FINISH GRADE 2 FRO TURF AREAS WHERE AERIFICATION IS A PART OF NORMAL MAINTENANCE OPERATIONS, TUBING MUST BE BURIED BELOW THE REACH OF AERIFICATION EQUIPMENT 3 USE NETAFIM SERIES COMPRESSION FITTINGS FOR ALL DRIPLINE CONNECTIONS TO ENSURE THE INTEGRITY 01'" THE CONNECTION 4 IT IS IMPERATIVE THAT NETAFIM DRIPLINE IS INSTALLED AT A UNIFORM DEPTH AND WITH ACCORDING TO MANUFACTURER'S SPECIFICATIONS I • DRIPLINE CAN BE INSTALLED USING ONE OF THE l'"OLLOWING METHODS 1 HAND TRENCHING OR BACKFILLING THE ADVANTAGES TO THIS METHODS ARE, A) HANDLES SERVER SLOPES CONFINED AREAS, B) UNIFORM DEPTH 2 3 OSCILLATING O VIBRATING PLOW (CABLE OR PIPE PULLING TYPE) ADVANTAGES TO THIS METHODS ARE, A) FAST IN SMALL TO MEDIUM INSTALLATIONS, B) MINIMAL GROUND DISTURBANCE, C) NO NEED TO BACKFILL THE TRENCH TRENCHING MACHINE THE ADVANTAGES TO 'rHIS METHODS ARE, A)FASTER THAN HAND TRENCHING, B) MAY USE 1" BLADE FOR MOST INSTALLATIONS, C) UNIFORM DEPTH 4 TRACTOR-MOUNTED 3-POINT HITCH INSERTION IMPLEMENT THE ADVANTAGES TO THIS METHODS ARE, A) FASTEST METHOD UP TO FOUR LOW ATTACHMENTS WITH REELS, B) PACKER ROLLER COMPACTS SOIL OVER PIPE A DRIP IRRIGATION NOTES IRRIGA TlON PIPE SIZING CHART LATERAL PIPE (PVC SOl 40 IPS PIPE) MAINLINE PIPE eIeE SIZE GEM eIeE SIZE GPM 3/4" 0-8 3/4" (SCH 40 IPS PLASTIC PIPE) 0-8 1" 8-12 1" (SCH 40 IPS PLASTIC PIPE) 8-12 1 1/4" 12-22 1 1/4" (SCH 40 IPS PLASTIC PIPE) 12-22 1 1/2" 22-30 1 1/2" (SCH 40 IPS PLASTIC PIPE) 22-30 2" 30-50 2" (PVC CLASS 315 IPS PLASTIC PIPE) 30-55 PRESSURE CALCULATION WATER METER # 1 SIZE 3/4" ELEVATION 3' X .433 =1 3 PSI REMOTE CONlROL VALVE # A-3 MAXIMUM DEMAND 140 GPM ELEVATION N/A PSI LOSSES WATER METER 22 BACKFLOW PREVENTER 11 0 CWM MODULAR CONT, INER /' A ', IRRIGATION (4) TOTA4 SEE \.L-9.,. HARDSCAPE PLAN FOR SlRAINER BALL VALVE CONlROL VALVE 20 15 15 LOCATIONS 1· MAINLINE 10 1" LATERAL LINE O 5 3/4" LATERAIL LINE 1 0 10% FITTlNG LOSS 3 6 PRESSURE REQUIRED O HEAD 35 0 TOTAL SYSTEM LOSSES 55 7 MIN STATIC PRESSURE AVAILABLE 68 O RESIDUAL WATER PRESSURE + /-12 3 MINIMUM PRESSURE REQUIRED O POC = 60 0 PSI I AM co FAMILIAR WITH THE: RE:QUIRE:1./E:NTS FOR LANDSCAPE: AND IRRIGA11ON PLANS NTA/N£D IN THE: CITY OF CARLSBAD'S WA7Ell E:FFICIE:NT LANDSCAPE RE:GULA11ONS NDE:RSTAND THAT CONSTRUCTION DRAWINGS ARE: TO BE: PRE:PAR£D IN COI.IPI.IANCE: I U WITH HA us THOSE: RE:GULA11ONS AND THE: LANDSCAPE 1./ANlML. I CE:FmFY THAT THE: PLANS VE" 8~ PRE:Fl £D 11./PIDIE:NTING THOSE: RE:GULA11ONS TO PROVIDE: E:FFICIE:NT BY E: )F .. 1~ V'. • nAT£ J,/22,/16 \ PR '1 'ARE:R @~ 10 5 0 10 20 30 r 111 II II l!~"""""~I!! Ill! I Ill ., • .;;gg• 4;g;;; m )Ji44fj, SCALE: 1·=10·-o· II □ I 1!~4 11 JAMES P. BENEDETTI >1 LANDSCAPE ARCHITECT 4403 MANCHESTER AVE , SUITE 201 f i ENCINITAS, CA 92024- IRRIGATION PLAN +LEGEND 1/10/17 JPB /1\ FIELD CHANGE 5/12/17 JPB /,j. FIELD CHANGE DATE INITIAL PUD 15-05, SOP 15-05, CDP 15-10, MS 15-03, AV 15-03 IRRIGA TlON NOTES 1 CONTRACTOR SHALL VERIFY STATIC WATER PRESSURE AT POINT OF CONNECTION PRIOR TO INSTALLING IRRIGATION SYSTEM SHOULD STATIC WATER PRESSURE BE LESS THAN 65 PSI, CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR INSTRUCTIONS PRIOR TO PRECEDING WITH INSTALLATION 2 CONTRACTOR SHALL VERIFY LOCATIONS OF AUTOMATIC CONTROLLERS EXISTING MAINS, LATERALS, SLEEVES AND CONTROL WIRING STUBOUTS PRIOR TO CONSTRUCTION 3 MAINLINE AND EQUIPMENT ARE SHOWN DIAGRAMMATICALLY MAINLINE SHALL BE LOCATED OUTSIDE THE STREET RIGHT-OF-WAY 4 THRUST BLOCKS SHALL BE INSTALLED ON MAINS AT DIRECTION CHANGES, 5 REMOTE CONTROL VALVES SHALL BE LOCATED IN NON TURF AREAS UNLESS NOTED OTHERWISE 6 CHECK VALVES SHALL BE INSTALLED AS REQUIRED TO PREVENT ALL LOW HEAD DRAINAGE 7 VALVE CALL OUT CONTROLLER CONTROLLER STATION NUMBER VALVE SIZE \_ VALVE DISCHARGE INST ALLA TlON NOTES 1 ALL LANDSCAPE AND IRRIGATION SHALL BE DEVELOPED IN ACCORDANCE WITH THE STANDARDS ADOPTED BY THE THE CITY OF CARLSBAD 2 IF ANY HARDSCAPE OR LANDSCAPE INDICATED ON THE APPROVED PLANS IS DAMAGED OR REMOVED DURING DEMOLITION OR CONSTRUCTION, IT SHALL BE REPAIRED OR REPLACED IN KIND WITH EQUIVALENT SIZE PER THE APPROVED PLANS 5 TREES AND SHRUBS SHALL BE LOCATED AND MAINTAINED TO PRESERVE A CLEAR ZONE OF AT LEAST TEN FEET FROM FIRE HYDRANTS, OVERHEAD UTILITY WIRES, STREET LIGHT LUMINARIES AND ABOVE GROUND UTILITY STRUCTURES SUCH AS TRANSFORMER ENCLOSURES 6 TREES SHALL BE PLANTED AT LEAST FIVE FEET FROM ANY UNDERGROUND UTILITY SUCH AS SEWER, GAS, ELECTRIC AND TELEPHONE RIPARIAN TREE SPECIES SHALL BE PLANTED AT LEAST 30 FEET FROM SEWER, WATER AND DRAINLINES 7 PROVIDE ROOT BARRIERS FOR TEN FEET TO BOTH SIDES OF ALL STREET TREES WITH IN FIVE FEET OF ANY HARDSCAPE PAVING 8 CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE LABEL SPARE WIRES AT BOTH ENDS 9 ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED SEE LEGEND FOR TYPE ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING 10 ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS INSTALL ALL QUICK COUPLER AND REMOTE CONTROL VALVES WITHIN 18" OF HARDSCAPE 11 THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS GENERAL IRRIGA TlON NOTES 1 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 2 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 3 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK 4 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK 5 THIS DESIGN IS DIAGRAMMATIC ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS 6 THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTIRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER 7 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 8 ACTUAL LOCATION FOR THE INSTALLATION OF THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE NOTES ALL SURFACES SHALL HAVE POSITIVE DRAINAGE (2% GRADE IN PLANTING AREAS) AWAY FROM STRUCTURES AND SHALL TERMINATE IN AN APPROVED DRAINAGE SYSTEM ALL PLANTS WITHIN THE THREE (3) DASHED SIGHT TRIANGLE AREAS SHOWN ON THE PLAN DO NOT EXCEED 24" TALL, ALLOWING FOR SUFFICIENT VISIBILITY FROM ALL DRIVEWAYS APPROVED FOR "AS BUil T" /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE RCE EXP DATE LOCATION OF PLANTING REVIEWED BY AREA. INSPECTOR DATE ~ CJ.,., r7$,-_ ~ I CITY OF CARLSBAD 11 SHEETS I ,; ~ ..... ~ PLANNING DIVISION 1 5 LANDSCAPE IMPROVEMENT PLANS FOR 165 PINE AVE CONDOMINIUMS CARLSBAD, CA 92008 APPROVED ~ ~"-a air-I,. ?"='• I "i PLANNING ' . OWN BY PROJECT NO DRAWING NO DATE INITIAL DATE INITIAL 760/479-0644 FAX 760/479-0645 CHKD BY PUD-15-05 488-9L DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY -----------~--- 3>-'-~-,,_. 11)-,-------:;l\l;;l::c:c-:: :~: :;;-: : :;;i: :~:: .-:-:-:-:-:-:-:-:-:-:-:-:-:-· · · · · · · · · ················· .......................... .......................... .......................... ......... ............... . 4)-----~ I ©-----~- © -------1@ ➔7~:------{14 0® ~-~--@ 0 FINISH GRADE (FLUSH IN TURF 1 '.' IN GROUNDCOVER) 0 REMOTE CONTROL VALVE CONTROL WIRES; BUNDLE AND TAPE (W/ 4' MIN. _EXTRA WIRE) @ CONTROL VALVE (SEE SPECS) 0 FEMALE ADAP. SCH. 40 PVC 0 SCH. 80 UNION 0 1 CU. FT. PEA GRAVEL 0 IRRIGATION WATER _MAINLINE 0 BRICK SUPPORTS © PLASTIC VALVE BOX (12"LID)(PURPLE LID) . HEAT BRAND "RCV" ONTO LID 0) SCH. 80 PVC NIPPLE (T,:P.) PVC NON-PRESSURE PIPE (SEE SPECS) SOLENOID PVC PRESSURE PIPE PVC SCH 40 TEE (SSS) OR ELL (SS) ON MAINLINE UNDISTURBED/COMPACTED SUBGRADE ® WIRES BUNDLED UNDic:R MAINLINE TYP. 0)--~--~-~ ..!. .!...U. :111 111 I FLOW ,.., ,,-,1:lj_.Jt-"tl...,. J1'-a--"U-;_,_,...r~. 1..~------111 0 1" IN GROUNDCOVER) 0 REMOTE CONTROL VALVE (SEE SPECS) 0 PVC FEMALE ADAPTER 0 SCH. 80 UNION 0 1 CU. FT. PEA GRAVEL 0 IRRIGATION WATER MAINLINE 0 BRICK SUPPORTS © PLASTIC VALVE BOX (12" LID)(PURPLE LID) HEAT BRAND "Rev· ONTO LID © QONTROL WIRES; BUNDLE AND TAPE (W/ 4' MIN. EXTRA WIRE) CONTROL VALVE PVC MALE ADAPTER PVC MAINLINE SOLENOID TECHLINE DISC FILTER PVC SCH 40 TEE (SSS) OR ELL (SS) ON MAINLINE UNDISTURBED/COMPACTED SUBGRADE DRIP PRESSURE REGULATOR PVC SCH 40 MALE ADAPTER PVC LATERAL TO SPRINKLERS PVC LATERAL FROM RCV PLASTIC VALVE BOX 1" QUICK COUPLING W/ PURPLE LID ---~ VALVE EDGE OF WALK, FACE OF CURB, FENCE OR TURF LEVEL~--·. MOW BAND / -------->-~---+---6" MIN. . ~r.====;-z====7-1-.u..w~~---~--~-~ g~~~~D _/ 111111}1111· >i.~·.-.':4_.~· . LETTER fT-m RECYCLED WATER--___J WARNING TAG (PURPLE) PVC SCHEDULE 80 NIPPLE (LENGTH AS REQD.) PVC SCHEDULE 40 STREET ELL PVC SCHEDULE__/ 40 90 ELL (SXT) OR TEE. (SXSXT) PVC SCHEDULE 40 STREET ELL NOTE: - ~--'--c-·TAJNLESS STEEL CLAMP u.---PEA GRAVEL,6" DEPTH 7 H;J,IL.o=~=/ COMMON BRICK '---PVC PIPELINE __ {14 REBAR, 24" LONG PVC SCHEDULE 80 NIPPLE, 6" LONG 1. ALL QUICK COUPLING VALVES MUST HAVE NON-POTABLE LOCKING PURPLE THERMOPLASTIC RUBBER COVERS 2. QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER PUD 15-05, SOP 15-05, CDP 15-10, MS 15-03, AV 15-03 USE. A REMOTE CONTROL VALVE N.T.S. B DRIP REMOTE CONTROL ASSEMBLY N. T.S. C QUICK COUPLER VALVE N. T.S. 1 -BALL VAL\/f. 2 -;-PVC SCH. 80 UNION 3 ~ PVC SCH 40 45 DEGREE ELL (SXS) (TYPICAL) 4 -VAL\/f. BOX (PURPLE LID) 5 -SHORT PVC SCH. 80 NIPPLE (LENGTH AS REQ'D) (TYP.) . 6 -PVC PRESSURE PiPE (TYP.) 7 -PVC SCH 40 FEMALE ADAPTER (TYP .) 8 -FlNISH GRADE IN TURF, 1" IN. G.C. 9 -1 CU. FT. (MIN.) PEA GRA Vf.L SUMP 10 -COMPACTED SUBGRADE 11 -BRICK OR CONCRETE SUPPORTS ON COMPACTED SUBGRADE 12 -18" MIN. DEPTH 0 RECYCLED WATER WARNING TAG (PURPLE) D BALL VALVE N. T.S. ,,..------t11 i] ,---------<5 '---------'---------{9 . 0) AUTOMATIC IRRIGATION 0 3/4" EXTERIOR GRADE PLYWOOD CONTROLLER MOUNTING PLATE SECURED TO E ® PLASTIC ELECTRICAL CONDUIT WALL W/ 6 -1/4" DIA. ANCHOR 0 ELEC. CONDUIT COUPLING © CONCRETE FOOTING OR SLAB ® PLASTIC ELECTRlfAL CONDUIT 90 DEG. SWEEP SIZE AS REQ'D) ® WALL BOLTS OR EQ. (PAINT AND SEAL EDGES) 0 PRODVIDE 3/4" NOM. DIA. PLASTIC ELECTRICAL CONDUIT FOR 120V POWER © CONTROL WIRES (BUNDLE AND TAPE) (@) CONNECT TO CONTROLLER HOUSING PER MFGR. SPECS. @ PURPLE RECYCLED WATER I.D. TAG OR STICKER 1 2r,;_ I/ 1 2 3 \~ 12" • 3 (z) NON-PRESSURE LATERAL LINE PIPING PRESSURE MAINLINE PIPING CONTROL WIRES . :,,. .., ': . ' 4 ' ® 8 4 4 (z) 8 18" MIN. BELOW f"INISH GRADE 9 30" BELOW FINISH GRADE 10 6" MIN. SEPARATION HARDSCAPE PAVING 4 SCH. 40 PVC SLEEVING 11 (TWICE THE O.D. OF 12 'tHE MAIN OR _LATERAL LINE) 5 MIN. OF 12" BELOW 13 6 ~~~~ir~~!;)liiLOW FINISH GRADE SEE IRRIGATION SPECIFICATIONS FOR BACKFILL AND COMPACTION REQUIREMENTS . ', 12' ® ' @ FINISH GRADING 7 6" MIN. SEPARATION 14 WARNING TAPE FOR RECLAIMED SYSTEMS TRENCHING N.T.S. 0 l 6 ~ 12" TYP. SPACING 0 87 5 }--------i 0 . ,. SUB-SURFACE, PRESSURE COMPENSATING TUBING PURPLE 0 0 © 0 EMMISION POINT 1-· I' PVC PIPING & FITTINGS START CONNECTION (SEE DETAIL) LINE FLUSHING VALVE IN SUMP BOX OFF OF PVC FOOTER (SEE DETAIL) © SOURCE (TO HEADER) 12" TYPICAL SPACING @ EMISSION POINT SPACING: (SEE PLANS & LEGEND) N. T.S. F TECHLINE/SUB-SURFACE 7 2 3 5 6 G 0 TECHLINE EMITTER TUBING 0 TECHLINE TUBING ELBOW 0 POLYETHYLENE TUBING 0 TECHLINE 3/ 4" MALE ADAPTER 0 PVC TEE (SxSxT) © PVC LATERAL HEADER OR FOOTER 0 FINISH GRADE N. T.S. START CONNECTIO H ---------{3 -------<2 ::::::::::::::::::::::::: t<<<:::::::::_b -~f----·-·.-._·::._,·:-r ·:: ·:::::::::::.~ 4 0 PVC SCH 80 RISER 4" 0 PVC NON-PRESSURE LATERAL 0 AIR RELEASE VALVE 0 1" ABOVE FINISH GRADE 0 © PVC SCH 80 THREADED FITTING ROUND PIT VALVE BOX (PURPLE TOP) © PVC SCH 40 TEE (SxTxS) 0 1 CU. FT. MIN. PEA GRAVEL SUMP 0 BRICK SUPPORTS AIR RELEASE VALVE N.T.S. ------'--12 0 DRIP LATERAL END FLUSH VALVE 0 ROUND PIT VALVE BOX (PURPLE TOP) . 0 PVC NON-PRESSURE LATERAL © 1" ABOVE FINISH GRADE 0 1 CU. FT. MIN. PEA GRAVEL SUMP 0 BRICK SUPPORTS NOTE: I COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS UNDISTURBED ADJACENT SOIL. VALVE BOXES SHALL BE GROUPED TOGETHER WHERE POSSIBLE VALVE BOX SHALL BE 12" MINIMUM FROM ALL PAVED AREAS, WALKS, OR BUILDINGS DRIP LATERAL END FLUSH '-~~~~::;;· ===========;;;;;;::::::::::::::::::::::::::::::::===:;'"'------l---7------'----'---------'----~----'---'-----------'------+----+-----'-----------'---------------L---'------------'----------'--------1 NOTES: 1. ll-lERE SHALL VE HO.FIT1INGS OR CONN£C.TICtlS BETWEEN TI-IE !JETER. AND BAGKfLOW ASSD.t9LY. 2. coNS~'uCT 2' HIGt! :!u~·NIN6 WALL Ofl J.;'40ES. OF: BACKfLOW :~1t:E~~ ~J:tlliR(~_HENO SHALL BE AT OO½fl~ILL SID( OF SlCPE. PROVIDE 2' HORIZCNTAL CLtAimkE ti£ i\'iE£11 WALL .. AND 8Ao.JL6'1/ P~f'k:NltR. J. DD NOT INSfALL It! AREA SUBJECT TO FLOODING. 3 ~ 2 Ji" MIN. 36" MAX. 2 ITEM : DESCRIPTION SPEC DWG l:'.41'.'.:jj::::jMie)',trrnt· ijAN~D °$VA~LV~E;(l6Yl,]DjµIS~TR~ICT/:,· !;;. -=;;:;:::t;;:: 2 TYPE"K :HARD OR ·fYPE L HARO COPPER OR BRASS R"i"s~rn~. -~--+~,~,_cc,---1 3 -· 'COPPER:QR :BRASS ·90· ELBOW SOLDER. JOINTS OfffHREADED FITTINGS . a-;--+---:c~~"":~~RlJ~~JRA~iLl:!Jf.PLE. -. ,-...;c6 =· +-,--e,,AP_PROVED BACKfLOW PRE-\IE,'"N:TERcc•:AS::SC:MB:L Y:::. =::;:c;::::==:;::;:;::::;;:::t:;:;::::==1 ,-+.-, FOUNDATION ANCHOR..Ji!,,._QQ(...._ '-" METER BOX. 9 WRAP"PIPE WITHIN:CONCRETE-wl!H PROTECTIVE JJTIUTY·.TAPE.. ~<;_ REV, APPROVE[) DATE CARLSBAD MUNICIPAL WATER DISTRICT l-r:::j:::::::::::::::::::1~-'t-----------:-:::;::-:"::'=':::::::~--;"'--14!~;;1,/,~,L-· .1.211, 2 INCH :AND" UNDER . CITY tNGINEEf:1 DAT£ (DMULCH (D FINISH GRADE Q) GRATED CAP, (PURPLE LID) (D HUNTER 0.25 or 0.50 GPM PCB BUBBLER (OPTIONAL) @ HUNTER HCV CHECK VALVE (OPTIONAL) @ PATENTED STRATA ROOT SYSTEM (J) HUNTER SWI.NG JOINT (OPTIONAL) ., •. @ LATERAL TEE OR ELL/PIPE ® ROOT INTRUSION BARRIER NOTE: INSTALL HUNTER FILTER 9 )---'-.L.._---+-4 FABRIC SLEEVE-#RZWS-SLEEVE 6 IRRIGATION DETAILS APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE ___ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE BACKFLOW INSTALLATION : TI\SD>RD '"'., ., W-20 1 -------'-,---------'------+--'---"--T---"-~-'---"--'-'~---'--'--~-'---'-=-~-'-----'-"-'~-'-'-'-'-'----+---~--------~------'-,-------11----+--+------------+----+--+----+----I I SH7 I CITY OF CARLSBAD ~ J CON TR OLLER N · T · S · K BA CK FLOW PR EVEN TOR N. T. s. M TR EE BU B B LE R N . T. s. ~~::;:::::;:;;;:=:;:P::;;:LA;;;:;:NN;:;:ING:;::::D===IVl;:;:SION~===:::'..'.::=5::::::; te3221 . Of CALI' JAMES P. BENEDETTI LANDSCAPE ARCHITECT 4403 MANCHESTER AVE., SUITE 201 ENCINITAS. CA 92024- 760/479-0644 FAX 760/479•0645 DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR: 165 PINE AVE CONDOMINIUMS CARLSBAD, CA 92008 I APPROVED: ~\ CJ, f:_{,\ ..,.;;,)'r <-f--1~-~ PLANNING OWN BY: PROJECT NO. DRAWING NO. CHKD BY: PUD-15-05 488-9L RVWD BY: CWM Modular Container Irrigation lN#fliO'fffff;r,ib:ilityfor pi<mtws, liltge ciiui SmaU CWM MOdulacln1:ierSat(:~ s~lf-watering system desigiied fornse-in any lar.we.pianti?,r, free- .StttndJn_g Or otherwise-_. R.es"r:HVoi,r rnodUJes ·are lir,ked to"gether .:mciJ::iqt1ed wltbfr, _the p_ot, The hand-filied rt:!serv_oir ut1!izes-_TOUmeso_l Sit~Wofk's va_cuum-sensor systom to_ p_recis·ei,y monitor the mH rnq_i:5tur!; 10_the contain1;r,_givfn.g pl_cmts-ex:actl:y the amount of wa~er th€y ne_ed. 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A SEPARATE IRRIGATION WATER METER SHALL BE USED FOR THE COMMON LANDSCAPE AREAS 13 CD FINISH GRADE 0 PURPLE VALVE BOX COVER 17"L X 12"0 X 1 3/4" @ PROPORTIONING CAP WITH FEED ADJUSTMENT KNOB 0 EZ FLO SHUT OFF VALVES ® EZ FLO MODEL EZ001-CX-FERTILIZING SYSTEM 13"L X a·o X 11W ® FERTILIZER OUT -CONNECT CLEAR TUBE TO GREEN CONNECTIONS ON PROPORTIONING CM' AND COUPLINGS 0 WATER IN -CONNECT BLACK TUBE TO BLUE CONNECTIONS ON PROPORTION CAP AND COUPLING ® 1/4" TUBING CLAMP -BOTH THE GREEN AND BLUE COUPLING TUBING CONNECTIONS ® APPROVED BACKFILL @ PVC MAINLINE TO .VALVE MANIFOLD ® EZ COUPLING CONNECTOR-INSTALL ACCORDING TO WATER FLOW DIRECTION ARROW @ PEA GRAVEL (1 CU. FT) @ PVC MAINLINE FROM BACK FLOW PREVENTER NOTE: ITEMS 3,4,5,6,7 AND 8 ARE. INCLUDED WITH THE EX-FLO SYSTEM. ITEM 11 IS PURCHASED SEPARATELY. N.T.S. 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BENEDETTI Signature * .)Ren Date 9 /30 / ' te.3221 OF, CALI' . \ LANDSCAPE ARCHITECT 4403 MANCHESTER AVE., SUITE 201 ENCINITAS, CA 92024 760/479-0644 FAX 760/479-0645 ------------------ PUD 15-05, SDP 15-05, CDP 15-10, MS 15-03, AV 15-03 APPROVED FOR "AS BUILT" /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE RCE EXP. DATE /RR/GA TION DETAILS LOCATION OF PLANTING REVIEWED BY: AREA. INSPECTOR DATE /1\ ISH~I CITY OF CARLSBAD ~ PLANNING DIVISION 5 LANDSCAPE IMPROVEMENT PLANS FOR: 165 PINE AVE CONDOMINIUMS CARLSBAD, CA 92008 I APPROVED: ~l q-til.-t\-I +-1 >· /<., PLANNING OWN BY: PRO,JECT NO. ! DRAWING NO. DATE INITIA.L DATE INITIAL DATE INITIAL CHKD BY: PUD-15-05 [ 488-9L DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD SY: IRRIGATION 02810-11 SECTION 02810 IRRIGATION PART 1 -GENERAL 1.01 GENERAL CONDITIONS: A. THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1 ARE AN ADDED PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK AND APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1.02 SCOPE: A. THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED. THE GENERAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1. RELATED WORK: (A) LANDSCAPING SECTION ( 02900 ) 1.03 SUBMITTAL$: A. SUBMIT A LIST OF ALL IRRIGATION EQUIPMENT TO BE USED, MANUFACTURER'S BROCHURES, MAINTENANCE MANUALS, GUARANTEES AND OPERATING INSTRUCTIONS. 1.04 GUARANTEE: A. FURNISH GUARANTEE IN ACCORDANCE WITH THE GENERAL CONDITIONS, FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE-AT THE CONCLUSiON OF THE MAINTENANCE PERIOD-ON COMPLETE WATER.IRRIGATION SYSTEM, INCLUDING NONSETTLING OF THE BACKFILL IN.TRENCHES WHICH, IF OCCURS, SHALL BE CORRECTED, INCLUDING REPAIRS AND/OR REPLACEMENT OF ANY MATERIAL DAMAGED THEREBY OR THEREFROM. . 1.05 OBSERVATION: A. IN ALL CASES WHERE OBSERVATION OF THE SPRINKLER SYSTEM WORK IS REQUIRED · AND/OR WHERE PORTIONS OF THE WORK ARE SPECIFIED TO BE PERFORMED UNDER THE DIRECTION AND/OR OBSERVATION OF THE ARCHITECT OR HIS REPRESENTATIVE, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AT LEAST THREE (3) WORKING DAYS IN ADVANCE OF THE TIME SUCH INSPECTION AND/OR DIR_ECTION IS REQUIRED. B. OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WORK: 1. UPON INSTALLATION AND TESTING OF MAIN LINES AND LATERAL LINES; WHEN PIPES ARE LAID AND ARE TO BE SUBMITTED TO PRESSURE TESTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN OBSERVED AND APPROVED. 2. UPON INSTALLATION AND TESTING OF VALVES, QUICK COUPLERS, BACKFLOW PREVENTER DEVICE, AUTOMATIC CONTROLLERS, AND CONTROL VALVES AND WIRES. 3. WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR, IN THE PRESENCE OF THE ARCHITECT; SHALL PERFORM A COVERAGE TEST TO DETERMINE IF THE COVERAGE OF WATER AFFORDED THE LAWN AND PLANTING AREAS IS COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES TO COVER. 4. FINAL OBSERVATION AND PERFORMANCE TEST SHALL BE AT THE SAME TIME AS THE FINAL OBSERVATION OF THE LANDSCAPE WORK. 1.06 TESTING: A. ALL PVC MAIN SHALL BE SUBJECTED TO A PRESSURE TEST OF 150 PSI FOR A PERIOD OF TWO HOURS. ALL TESTING SHALL BE IN THE PRESENCE OF THE ARCHITECT. APPROVAL SHALL BE RECEIVED BEFORE BACKFILLING ANY TRENCH. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN OBSERVED AND APPROVED. B. IRRIGATION COVERAGE TEST SHALL BE PERFORMED PRIOR TO THE INSTALLATION OF PLANT MATERIAL TO VERIFY THAT ALL IRRIGATION SYSTEMS HAVE HEAD TO HEAD COVERAGE. 1.07 RECORD DRAWINGS: A. BEFORE FINAL-ACCEPTANCE Of'WORK, HIE CONTRACTOR SHALL PROVIDE A --- RECORD SET OF DRAWINGS SHOWING THE SPRINKLER SYSTEM WORK. PROVIDE AS BUil TS FOR PRESSURE TEST OF MAINLINE. 1. ANY CHANGES IN LOCATION OF ITEMS OR TYPE OF INSTALLATIONS FROM THAT SHOWN ON DRAWINGS SHALL BE SO INDICATED ON THE RECORD DRAWINGS. 2. VALVES SHALL BE NUMBERED AND CORRESPONDING NUMBERS SHALL BE SHOWN ON THE RECORD DRAWINGS. 3. ALL REMOTE CONTROL VALVES, SHUT-OFF VALVES, QUICK COUPLER VALVES SHALL BE LOCATED BY MEASURE DIMENSIONS. DIMENSIONS SHALL BE GIVEN TO PERMANENT OBJECTS AND SHALL BE TO THE NEAREST ONE-HALF FOOT. 4. ON THE INSIDE SURFACE OF THE COVER OF EACH AUTOMATIC CONTROLLER, PREPARE AND MOUNT A CHART SHOWING THE VALVES AND SPRINKLER HEADS SERVICED BY THAT PARTICULAR CONTROLLER. ALL VALVES SHALL BE NUMBERED TO MATCH THE OPERATION SCHEDULE AND THE DRAWINGS AND SHALL BE COLOR CODED FOR EACH SEPARATE AREA SERVICED BY EACH VALVE. ONLY THOSE AREAS CONTROLLED BY THE CONTROLLER SHALL BE SHOWN. THIS CHART SHALL BE A PLOT PLAN, ENTIRE OR PARTIAL, SHOWING BUILDING, WALKS, ROADS AND WALLS, A PHOTOSTATIC PRINT OF THIS PLAN, REDUCED AS _NECESSARY AND LEGIBLE IN ALL DETAILS, SHALL BE MADE TO A SIZE THAT APPROVED BY THE ARCHITECT AND SHALL BE HERMETICALLY SEALED BY PLASTIC. THIS SHALL THEN BE SECURED TO THE INSIDE OF THE COVER. PROVIDE TWO SETS OF THE CONTROLLER CHARTS FOR THE CITY'S USE. EQUIPMENT, THE CONTRACTOR SHALL INDICATE ON THE DRAWINGS THE LOCATIONS OF SAID EQUIPMENT. DIMENSIONS SHALL BE GIVEN FROM PERMANENT OBJECTS SUCH AS BUILDINGS, SIDEWALKS, CURBS.AND DRIVEWAYS. B. AS-BUILT PLANS: FINAL AS-BUil T PLANS SHALL BE PREPARED BY THE LANDSCAPE ARCHITECT FROM DIMENSIONS PROVIDED BY THE CONTRACTOR. FINAL AS-BUil T PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND FINAL PLANS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO RELEASE OF SECURITIES. 1.08 GENERAL REQUIREMENTS: A. CODE REQUIREMENTS SHALL BE THOSE OF STATE AND MUNICIPAL CODES AND REGULATIONS LOCALLY GOVERNING THIS WORK, PROVIDING THAT ANY REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS, NOT CO_NFLICTING THEREWITH BUT EXCEEDING THE CODE REQUIREMENTS SHALL GOVERN, UNLESS WRITTEN PERMISSION TO THE CONTRARY IS GRANTED BY THE DISTRICT. B .. EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING IN THE AREA DUE TO EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES CAUSED BY HIS OPERATIONS. C. CONNECTIONS SHALL BE MADE AT APPROXIMATELY THE LOCATIONS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS. . D. LANDSCAPE HEADERS AND MOWING STRIPS SHALL BE IN PLACE BEFORE INSTALLATION OF SPRINKLER SYSTEM. E. SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, ' " ' r • ' It I F. PLAN LOCATIONS OF HEADS, VALVES, CONTROLLER AND PIPE LINES ARE DIAGRAMMATIC AND INDICATE THE SPACING AND RELATIVE LOCATIONS OF ALL INSTALLATIONS. G. ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF SIX (6) INCHES FROM EACH OTHER, AND FROM LINES OF OTHER TRADES. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER. H. DIELECTRIC BUSHINGS SHALL BE USED IN ANY CONNECTIONS WITH PIPING OF DISSIMILAR METAL MATERIALS. I. POINT OF CONNECTION SHALL BE APPROXIMATELY AS SHOWN ON DRAWINGS. CONNECT NEW UNDERGROUND PIPING AND VALVES AND PROVIDE ALL FLANGES, ADAPTERS OR OTHER NECESSARY FITTINGS FOR CONNECTION. J. PERMISSION TO SHUT OFF ANY EXISTING IN-USE WA1ER LINES MUST BE OBTAINED 48 HOURS IN ADVANCE, IN WRITING FROM THE OWNER. THE CONTRACTOR SHALL RECEIVE INSTRUCTIONS FROM THE OWNER, AS TO THE EXACT LENGTH OF TIME OF EACH SHUT-OFF. . . K CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONDITIONS. PART 2 -PRODUCTS 2.01 MATERIALS: A. PIPING: PIPE SIZES SHOWN ARE NOMiNAL INSIDE DIAMETER UNLESS OTHERWISE NOTED. 1. PVC PRESSURE MAINLINE PIPE FITTINGS: ALL BURIED PRIVATE PIPING IN THE RECYCLED WATER SYSTEM SHALL.BE INSTALLED WITH WARNING TAPE . IDENTIFYING IT AS RECYCLED WATER WITH THE EXCEPTION OF INTERMITTENT PRESSURE LINES. INTERMITTENT PRESSURE LINES (LINES ON THE DOWNSTREAM SIDE OF A CONTROLLER VALVE THAT WILL NOT BE SUBJECT TO CONSTANT PRESSURE)MAY BE EXCEPTED AS LONG AS IT IS APPARENT, DUE TO LINE. SIZE AND LOCATION AS DETERMINED SOLELY BE THE DISTRICT ENGINEER OR INSPECTOR, THAT THE LINES ARE PART OF A RECYCLED WATER SPRINKLER IRRIGATION SYSTEM. STENCILED PIPE, AS SPECIFIED BELOW, WILL BE ACCEPTED IN CONJUNCTION WITH WARNING TAPE. (A) PRESSURE MAiNLINE PIPING FOR SIZES 2"AND LARGER SHALL BE PVC CLASS 315, AND SHALL BE PURPLE. (B) PIPE SHALL BE MADE FROM AN NSF APPROVED TYPE 1, GRADE 1, PVC COMPOUND CONFORMING TO ASTM RESIN SPECIFICATIONS "D1784". ALL PIPE MUST MEET REQUIREMENTS AS SET FORTH IN F_EDERAL SPECIFICATIONS PS-22-70, WITH AN APPROPRIATE STANDARD DIMENSION (S.D.R.) -(SOLVENT WELD PIPE). (C) PRESSURE MAINLINE PIPING FOR SIZES 1-1/2" AND SMALLER SHALL BE PVC SCHEDULE 40 WITH SOLVENT WELDED JOINTS, AND SHALL BE PURPLE. (D) PIPE SHALL BE MADE FROM NSF APPROVED TYPE 1, GRADE 1, PVC COMPOUND CONFORMING TO THE ASTM RESIN SPECIFICATIONS "D1785". ALL PIPE MUST MEET REQUIREMENTS AS SET FORTH IN FEDERAL SPECIFICATIONS PS-21-70. (E) PVC SOLVENT-WELD FITTINGS SHALL BE SCHEDULE 40, 1-2, 11-1 NSF APPROVED CONFORMING TO ASTM TEST PROCEDURE D2466. . (F) SOLVENT CEMENT AND PRIMER FOR PVC SOLVENT WELD PIPE AND FITTINGS SHALL WELD-ON' P-70 PRIMER & 711 MEDIUM SET GRAY CEMENT, OR APPROVED SUBSTITUTION. (G) ALL PVC PIPE MUST BEAR THE FOLLOWING MARKINGS. 1. MANUFACTURER'S NAME 2. NOMINAL PIPE SIZE - 3. SCHEDULE OR CLASS 4 . .PRESSURE RATING IN P.S.I. 5. NSF (NATIONAL SANITATION FOUNDATION) APPROVAL 6. DATE OF EXTRUSION (H) ALL FITTINGS SHALL BEAR THE MANUFACTURER'S NAME OF TRADEMARK, MATERIAL DESIGNATION, SIZE, APPLICABLE 1.P.S. SCHEDULE AND NSF SEAL OF APPROVAL. A.C.P., 4" AND ABOVE, SHALL HAVE THE WORDS "RECYCLED WATER" STENCILED IN 2-INCH GREEN LETTERS ON BOTH SIDES OF THE PIPE IN AT LEAST THREE PLACES IN A 13-FOOT SECTION OF PIPE (TOTAL OF SIX PLACES PER SECTION OF PIPE). ALL PIPE SHALL HAVE STENCILING APPEARING ON BOTH SIDES OF THE PIPE WITH THE MARKING "RECYCLED WATER" IN 518" LETTERS REPEATED EVERY 12 INCHES. 2. PVC NON-PRESSURE LATERAL LINE PIPING (A) NON-PRESSURE BURIED LATERAL LINE PIPING SHALL BE PVC SCHEDULE 40 WITH SOLVENT-WELD JOINTS, AND SHALL BE PURPLE. (B) PIPE SHALL BE MADE FROM NSF APPROVED, TYPE 1, GRADE 11 PVC COMPOUND CONFORMING TO ASTM SPECIFICATIONS "D1784". ALL PIPE MUST MEET REQUIREMENTS SET FORTH IN FEDERAL SPECIFICATION PS-22-70 WITH AN APPROPRIATE STANDARD DIMENSION RATIO. (C) EXCEPT AS NOTED IN PARAGRAPHS (A) AND (B) OF SECTION 2.01 .A.1(A) AND (B), ALL REQUIREMENTS FOR NON-PRESSURE LATERAL LINE PIPE AND FITTINGS SHALL BE THE SAME AS FOR SOLVENT-WELD PRESSURE MAINLINE PIPE AND FITTINGS AS SET FORTH IN SECTION 2.01.A.1 OF THESE SPECIFICATIONS, (PRIMER NOT REQUIRED). ALL UNSIZED END RUN LATER LINES SHALL BE f"PIPE, 3. BRASS PIPE SHALL BE IPS STANDARD WEIGHT 125 POUNDS, 85% RED BRASS. B. FITTINGS AND CONNECTIONS: 1. POLYVINYL CHLORIDE PIPE FITTINGS AND CONNECTIONS: TYPE 11, GRADE 1, SCHEDULE 40, HIGH IMPACT.MOLDED FITTINGS, MANUFACTURED FROM VIRGIN COMPOUNDS AS SPECIFIED FOR PIPING, TAPERED SOCKET OR MOLDED THREAD TYPE, SUITABLE FOR EITHER SOLVENT WELD OR SCREWED CONNECTIONS. MACHINE THREADED FITTINGS AND PLASTIC SADDLE AND FLANGE FiTTINGS ARE NOT ACCEPTABLE. FU_RNISH FITTINGS PERMANENTLY MARKED WITH FOLLOWING INFORMATION: NOMINAL PIPE SIZE, TYPE AND SCHEDULE OF MATERIAL, AND NATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVAL. PVC FITTING SHALL CONFORM TO ASTM D2464 AND D2466. 2. BRASS PIPE FITTINGS AND CONNECTIONS: STANDARD 125 POUND CLASS 85% RED BRASS FITTINGS AND CONNECTIONS. FINISH GRADE ---~\ METER BOX W/ MElER -----·--------'------'-, SIDEWALK POTABLE MAINLINE-----. (SEE IMPROVEMENT DRA¥11NGS) \ 3,5 FEET CURB ------'--~I ,..-, 9" MIN. FOR 3/4" TO 1" &: -.,..,--,--, 12" MIN, FOR ~ 1-1/2" TO 2" .. 12" Ml, IMUI C. AUTOMATIC CONTROL WIRE: 1. ELECTRIC WIRING RUNNING FROM CONTROLLER TO THE AUTOMATIC CONTROL VALVES SHALL BE PER IRRIGATION LEGEND. D. AUTOMATIC CONTROLLER: 1. CONTROLLER SHALL BE PROTECTED IN PLACE. E. CONTROL VALVES: 1. REMOTE CONTROL VALVES SHALL BE OF ALL PLASTIC BODY. VALVE SHALL BE PROVIDED WITH AN ADJUSTABLE FLOW CONTROL STEM AND SHALL BE OPERABLE MANUALLY WITHOUT ELECTRICITY. F. VALVE BOX: 1. FOR REMOTE CONTROL VALVES 9-112" X 16" X 11" RECTANGULAR BOX MANUFACTURED BY CARSON INDUSTRIES #14129-128 WITH PURPLE BOLT DOWN COVER OR APPROVED EQUAL. 2. FOR BALL VALVE: 10" X 10'114" ROUND, CARSON INDUSTRIES #910-12B WITH PURPLE BOLT COVER OR APPROVED EQUAL. EXTENSION SLEEVE TO BE PVC-6" MINIMUM SIZE. G. ANTI-DRAIN EXCESS FLOW VALVES: 1. ANTI-DRAIN EXCESS FLOW VALVES SHALL BE MAINTENANCE FREE AND CONSTRUCTED OF HEAVY DUTY TYPE I PVC WITH STAINLESS STEEL AND NEOPRENE INTERNAL PARTS. VALVES SHALL BE ADJUSTABLE FROM 5 FEET TO 40 FEET OF HEAD AND SHALL PREVENT ALL LOW HEAD DRAINAGE QUICKLY AND POSITIVELY AFTER RVC SHUT-OFF. VALVES SHALL HAVE A FEMALE IPS THREADED INLET AND OUTLET AND BE OF THE SAME SIZE AS THE RISER. THE ANTI-DRAIN VALVES SHALL BE VALCON #ADV-X.S. OR APPROVED EQUAL . H.,. SPRINKLER HEADS SHALL BE AS REQUIRED ON THE DRAWINGS. OR APPROVED EQUAL. i I.. QUICK COUPLER ASSEMBLY: 1/ NON-POTABLE QUICK COUPLER VALVE: : I };.i , !,_(_A_) QUICK COUPLER VALVE SHAL. L BE 1" SIZE: LOCKING CAP, RUBBER COVER · , ,>:j i! j{',i; WITH NON-POTABLE WARNING LABEL WITH ACME THREAD TYPE. · (B) QUICK COUPLER KEY SHALL BE OF BRASS/BRONZE WITH A HOSE BIB ASSEMBLY. J. CHECK VALVES SHALL BE OF BRASS OR BRONZE, VERTICAL SPRING-LOADED AND SWING CHECK. K. BALL VALVES: 1. PRODUCT: 1" -2" SIZE (KING BROS. LO-TORQUE BALL VALVE MODELS LT. 1000-T THRU LT,2000-T) 2" -4" SIZE (KING BROS. BLOCK TRUE UNION BALL VALVE. MODELS VALENCIA, CALIFORNIA, 91384 PHONE: (800)541-2672 OR (805)257-3262. L. CONCRETE FOOTINGS SHALL BE 2,000 PSI CONCRETE AT 28 DAYS. M. BACKFILL SHALL BE CLEAN FILL SOIL. N. CONTRACTOR SHALL PROVIDE _TO THE OWNER: 1. TWO (2) CONTROL VALVE.KEYS. 2. TWO (2) WRENCHES FOR REMOVING EACH DIFFERENT TYPE OF SPRINKLER HEAD. 3. ONE (1) 48" TEE WRENCH FOR OPERATING GATE VALVES. 4. SIX (6) QUICK COUPLER KEYS AND SIX (6) HOSE BIB ASSEMBLIES. PART 3 -EXECUTION 3.01 GENERAL REQUIREMENTS: A. LOCATIONS ON DRAWINGS ARE DIAGRAMMATIC AND APPROXIMATE ONLY, AND SHALL BE CHANGED AND ADJUSTED AS NECESSARY AS DIRECTED TO MEET EXISTING CONDITIONS AND OBTAIN COMPLETE WATER COVERAGE. LOCATE AND STAKE ALL WORK AND OBTAIN APPROVAL OF THE ARCHITECT BEFORE INSTALLATIONS. B. INSTALL AND EXTEND SYSTEM AS SHOWN ON THE DRAWINGS, AND AS NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. C. LOCATE LINES, VALVES AND OTHER UNDERGROUND UTILITIES AND RECEIVE THE APPROVAL OF THE ARCHITECT BEFORE DIGGING TRENCHES. 3.02 lNSTALLATIONbF IRRIGATION SYSTEM: ---- A. EXCAVATION AND BACKFILLING OF TRENCHES: 1. EXCAVATE TRENCHES, PREPARE SUBGRADE, AND BACKFILL TO LINE AND GRADE WITH SUFFICIENT ROOM FOR PIPE FITTINGS, TESTING AND INSPECTING OPERATIONS. DO NOT BACKFILL UNTIL THE PIPE SYSTEM HAS BEEN SUBJECTED TO A HYDROSTATIC TEST AS SPECIFIED. 2. DEPTH OF TRENCH: POLYVINYL CHLORIDE PRESSURE LINE 30" MINIMUM (3 IN. OR LARGER) POLYVINYL CHLORIDE PRESSURE LINE 18" MINIMUM (2 112 IN. AND SMALLER) POLYVINYL CHLORIDE NON-PRESSURE LINE 12" MINIMUM 3. TRENCHING THROUGH AREAS WHERE TOPSOIL HAS BEEN SPREAD: (A) DEPOSIT TOPSOIL ON ONE SIDE OF TRENCH AND SUBSOIL ON OPPOSITE SIDE. 4. SUBSOIL SHALL BE FREE OF ALL ROCKS OVER ONE (1) INCH IN DIAMETER, DEBRIS, AND LITTER, PRIOR TO USE AS BACKFILL WHERE SO INDICATED ON DETAIL. 5. REPAIR ANY LEAKS AND REPLACE ALL. DEFECTIVE PIPE FITTINGS UNTIL LINES MEET TEST REQUIREMENTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN INSPECTED AND APPROVED FOR TIGHTNESS, QUALITY OF WORKMANSHIP AND MATERIALS. 6. BACKFILL TRENCHES, AFTER APPROVAL OF PIPING, WITH SUITABLE AND APPROVED MATERIAL, TAMPING SOIL AROUND PIPE AND THOROUGHLY COMPACTING ALL TRENCH FILLS UNTIL 90% COMPACTION HAS BEEN ACHIEVED. 7. BACKFILL MATERIAL SHALL BE AN APPROVED SOIL, FREE FROM ROCKS AND CLODS. B. INSTALLATION OF POLYVINYL CHLORIDE PIPE: 1. BECAUSE OF THE NATURE OF PLASTIC PIPE AND FITTINGS, EXERCISE CAUTION IN HANDLING, LOADING AND STORING, TO AVOID DAMAGE. " 2. THE PIPE AND FITTINGS SHALL BE STORED UNDER COVER UNTIL USING, AND SHALL BE TRANSPORTED IN A VEHICLE WITH A BED LONG ENOUGH TO ALLOW THE LENGTH OF PIPE TO LAY FLAT SO AS NOT TO BE SUBJECTED TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOAD AT ANY POINT. 3. ANY PIPE THAT HAS BEEN DENTED OR DAMAGED SHALL BE DISCARDED UNTIL SUCH DENTED OR DAMAGED SECTION IS CUT AND REJOINED WITH A COUPLING. 4. TRENCH DEPTH SHALL BE AS SPECIFIED ABOVE FROM THE FINISH GRADE TO THE TOP OF THE PIPE. THE BOTTOM OF THE TRENCH SHALL BE FREE OF ROCKS, CLODS, AND OTHER SHARP-EDGED OBJECTS. 5. PIPE ENDS AND FITTINGS SHALL BE WIPED WITH MEK, OR EQUAL, BEFORE WELDING SOLVENT IS APPLIED. WELDED JOINTS SHALL BE GIVEN A MINIMUM OF 15 MINUTES TO SET BEFORE MOVING OR HANDLING. ALL FIELD CUTS SHALL BE BEVELED TO REMOVE BURRS AND EXCESS BEFORE FITTING AND GLUING TOGETHER. 6. PIPE SHALL BE SNAKED FROM SIDE-TO-SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION. 7. CENTER LOAD PIPE WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING AND SLIPPING UNDE.R PRESSURE. LEAVE JOINTS EXPOSED FOR INSPECTION DURING TESTING. 8. NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL INSPECTIONS HAVE BEEN COMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOLVENT WELD SETTING AND CURING. 9. PLASTIC TO METAL JOINTS SHALL BE MADE WITH PLASTIC MALE ADAPTERS, METAL NIPPLE HAND TIGHTENED, PLUS ONE TURN WITH A STRAP WRENCH. 10. PLASTIC TO PLASTIC JOINTS: SOLVENT-WELD, USING SOLVENT RECOMMENDED BY PIPE MANUFACTURER ONLY. 11. SOLVENT-WELD JOINTS: ASSEMBLE PER MANUFACTURER'S RECOMMENDATION. 12. THRUST BLOCK SHALL BE INSTALLED AS PER CITY STANDARDS. C. INSTALLATION OF BRASS PIPE: 1. CUT BRASS PIPING BY POWER HACKSAW, CIRCULAR CUTTING MACHINE USING AN ABRASIVE WHEEL, OR HAND HACKSAW. CUT NO PIPING WITH METALLIC WHEEL CUTTER OF ANY DESCRIPTION. REAM AND REMOVE ROUGH EDGES OR BURRS SO MOOTH AND UNOBSTRUCTED FLOW IS OBTAINED. 2. CAREFULLY AND SMOOTHLY PLACE ON MALE THREAD ONLY. TIGHTEN SCREWED JOINTS WITH TONGS OR WRENCHES. CAULKING IS NOT PERMITTED. D. REMOTE CONTROL WIRING: 1. DIRECT BURIAL CONTROL WIRE SIZES: AS SHOWN AND SPECIFIED HEREIN BEFORE. 2. PROVIDE ONE CONTROL WIRE AND ONE COMMON GROUND WIRE TO PUD 15-05, SOP 15-05, CDP 15-10, MS 15-03, AV 15-03 M. INSTALLATION OF ANTI-DRAIN VALVES: ANTI-DRAIN VALVES SHALL BE INSTALLED IN THE RISER ASSEMBLIES OF ALL SPRINKLER HEADS THAT DO NOT HAVE MANUFACTURER INSTALLED ANTI-DRAIN DEVICES N. INSTALL QUICK COUPLERS AND REMOTE CONTROL VALVES ADJACENT TO WALKS ·· AND CURBS IN SHRUB PLANTING AREAS. INSTALL QUICK COUPLES VALVES NO FURTHER AND 170' APART. 0. SLEEVING: 1. CROSSING OF ROADS WITH IRRIGATION PIPE OR WIRING SHALL BE AVOIDED WHEREVER POSSIBLE. IF A CROSSING MUST BE MADE, SCHEDULE 80 PVC SLEEVES SHALL BE INSTALLED AT A MINIMUM DEPTH OF 30" BELOW FINISH GRADE. 2. IRRIGATION LINES UNDER OTHER ASPHALT CONCRETE OR PORTLAND CONCRETE IMPROVEMENTS (OTHER THAN ROADS) SHALL BE INSTALLED IN SCHEDULE 40 PVC SLEEVES AT A MINIMUM DEPTH OF 18" BELOW FINISHED GRADE . 3. SLEEVE SIZES FOR IRRIGATION LINES SHALL BE .A MINIMUM OF TWO (2) TIMES THE SIZE OF THE LINE IT SERVES. 4. CONTROLLER WIRES LOCATED UNDER STREETS OR OTHER PERMANENT IMPROVEMENTS SHALL BE INSTALLED IN SEPARATE PVC SLEEVES AND (CORRESPONDING TO TYPE AND DEPTH AS SPECIFIED IN 0-1. AND 0-2. ABOVE. 3.03 CLEAN-UP: A. AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL AREAS IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER COMPLETION OF THE PROJECT, CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHING WORK. HE SHALL SWEEP AND CLEAN ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT TO THE PLANTINGS. SERVICE EACH VALVE IN SYSTEM WTIH THE TWO WIRES. PROVIDE 4-FOOT MINIMUM EXPANSION LOOP AT EACH VALVE TO PERMIT REMOVAL AND MAINTENANCE OF VALVES. 3. INSTALL CONTROL WIRES AND IRRIGATION PIPING IN COMMON TRENCHES WHEREVER POSSIBLE. 4. CONTROL WIRE SPLICES: ALLOW ONLY ON RUNS OF MORE THAN 300 FEET, SPLICES AS FOLLOWS: (1) STRIP OFF MINIMUM OF 2-112 INCHES OF INSULATION FROM EACH WIRE. (2) TWIST ON SCOTCH LOCK ELECTRICAL SPRING CONNECTOR, MINIMUM FOUR COMPLETE TURNS. --- (3) SEAL CONNECTOR IN EPOXY RESIN. (4) TAPE COMPLETED SPLICE WIT_H SCOTCH 33 ELECTRICAL TAPE. 5. NUMBERING AND TAGGING: IDENTIFY DIRECT BURIAL CONTROL WIRES FROM AUTOMATIC VALVES TO TERMINAL STRIPS OF CONTROLLER AT TERMINAL STRIP BY TAGGING WIRE WITH NUMBER OF CONNECTED VALVE. E. REMOTE CONTROL VALVES: 1. INSTALL REMOTE CONTROL VALVES AS SHOWN ON DETAIL. INSTALL NO MORE THAN ONE VALVE PER BOX. G. VALVE BOX: 1. INSTALL VALVE BOXES AS SHOWN ON DETAIL. INSTALL NO MORE THAN ONE VALVE PER BOX. STENCIL VALVE NUMBER AND CONTROLLER LETTER ON UNDERSIDE OF VALVE BOX LID. H: SPRINKLER HEADS: 1. All SPRINKLER HEADS SHALL BE INSTALLED AS PER DETAILS SHOWN. 2. NOZZLE SIZE OF ALL HEADS SHALL BE ADJUSTED TO SUIT ANY PARTICULAR CONDITIONS OF THE AREA. THIS SHALL BE DONE AFTER THE SYSTEM HAS BEEN THOROUGHLY TESTED, IMMEDIATELY AFTER WRITTEN NOTIFICATION BY THE ARCHITECT TO DO SO. I. QUICK COUPLER ASSEMBLY: 1. INSTALL ALL QUICK COUPLERS AS INDICATED ON DRAWINGS AND AS DIRECTED. SET ALL VALVES PLUMB AND TRUE TO FINISH GRADE AND A MAXIMUM OF 12 INCHES FROM PAVING, WALKS, HEADERS OR CURBS, AND AS SHOWN ON PLANS AND AS DIRECTED. J. BALL VALVES: 1. INSTALL WHERE SHOWN AS DETAILED. K. BACKFLOW PREVENTER: 1. BACKFLOW PREVENTER ASSEMBLY SHALL BE INSTALLED IN ACCORD WITH MANUFACTURER'S SPECIFICATIONS, LOCATED AND AS DIRECTED ON DRAWINGS, AND SHALL CONFORM TO ALL APPLICABLE CODE AND ORDINANCE REQUIREMENTS. 2. EXACT LOCATION AND POSITIONING SHALL BE VERIFIED ON THE SITE BY THE ARCHITECT. L. PRESSURE REGULATOR SHALL BE INSTALLED AS PER DRAWINGS AND DETAIL. VERIFY FINAL LOCATION WITH ARCHITECT. IRRIGATION SPECIFICATIONS 18" --------, WE ARE CONSERVING OUR MOST VALUABLE RESOURCE BY IRRIGATING OUR LANDSCAPE WITH RECYCLED WATER , RECYCLED WATER AGUA RECICLADA DO NOT DRINK , NO TOME EL AGUA RECYCLED WAlER SIGN _/ 0 ¥ SQUARE SIGNP8! .;f,-, --_c___.J. o SEE NOlE 4. FINISH GRADE 0 POST ANCHOR --,,__ ~ ~ 12" 30" 36" ~ ----------~ NOTES: .... 1. SIGNS SHALL BE MANUFAC11JRED. OF ALUMINUM SHEET, THICKNESS 0.063" OR 18 GA, OR AS APPROVED BY OMWD, 2, THE SIGH SHALL INCORPORATE A PURPLE BACKGROUND WITH WITH LETTERS AND SYMBOLS, 3, SIGN POST SHALL BE PERFORA TEO STEEL POST WITH TWO PIECE ANCHOR AND "TELESPAR" SLEEVE, THE ANCHOR AND SLEEVE ASSEMBLY SHALL CONSIST OF A 2-1/2" SQUARE BY 36", ANCHOR WITH 2-1/4" SQUARE BY 10• SLEEVE, SECURE POST INTO THE ANCHOR ASSEMBLY WITH TWO 3/6" DRIVE RIVETS. ANCHOR ASSEMBLY SHALL NEVER BE SECURED IN CONCRETE FOOTING. DO NOT DRINK SIGN APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE ___ EXP ____ _ REVIEWED BY: INSPECTOR DATE DATE 12" MINIMUM REQUIRED 'IERTICAL SEPARATION POTABt£ SERVICE LINE---------, I( ._ t / ,,_ l----l-----l--m- 1 __ ·_· _____ -+---+----t---t---Jl~gEETl.c_I_T_Y~O=F~C=A=R=L-SB_A_D~~5 ~ PLANNING DIVISION ~ RECYCLED WAlER IRRIGATION MAINLIN11>E--:~lio.olPt - NOTE: ALL RECYCLED WATER IRRIGATION PIPING AND SLEEVES SHALL BE PURPLE AND LABLED AS SPECIFIED IN: POTABLE SERVICE LINE CROSSING NTS :=========·=::::".1ro-o• MIN. TO POTABLE MAINLINE IN STREET , / RECYCLED WATER IRRIGATION MAINLINE W/ SLEEVE NOTE: VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN THE STREET. POTABLE MAINLINE CROSSING NTS 11 □1 JAMES P. BENEDETTI LANDSCAPE ARCHITECT 4403 MANCHESTER AVE., SUITE 201 ENCINITAS, CA 92024 760/4 79-0644 FAX 760/4 79-0645 DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR: 165 PINE AVE CONDOMINIUMS CARLSBAD, CA 92008 APPROVED: tr.:dl 4-1:'.lk't\-'-\-• I '>-I¼, PLANNING DWN BY: PROJECT NO. DRAWING NO. CHKD BY: PUD-15-05 488-9L RVWD BY: • Ila 1 S'SQUARE CERAMIC POT W/DRIP 1 5' DIAMETER CERAMIC POT W/DRIP w :::> z w I POTTED PLANTS SUCH AS CRASSULA CAPITELLA 'CAMPFIRE SENECIO MANDRALISCAE EUPHORBIA TIRUCALLI AEONIUM ARBOREUM VARIEGATA SEDUM MORGANIANUM • ~ 25' LOW-I VEG~TATION SIG~T TRIANG~E w z 0.::. L'.J\ FIEL ISTING PALM EMOVED 'T T,RIANGL PROPE J"Y LINE LOW-VEGET 4 Tl N SIGHT TRIANGL ="' 5 (FL 54 °'"NGS ,f-,j-rn TO BE I $'. ~J- I I { EXIST cu+ & ( IF TC 52 61 --{FL 5217) ~ II I I; I Ex!sr DRIVE-WAY .::ls:::::t..'.'.!Ji ~ \ MINIMUM TREE SEP ARA 110N DISTANCE ~ ~ r-·- CRASSULA 'CAMPFIRE BLUE SENECIO STICKS ON FIRE VARIEGATED AEONIUM DONKEY TAIL 1 GALLON @ CENTER 1 GALLON@ INNER EDGE 1 GALLON@ CENTER 1 GALLON @ INNER EDGE 4 CUPS@ OUTER EDGE PORTABLE BBQ ON KITCHEN PATIO • • 1PRQPQsF.n 2 ON11s COfJJJOMIN!UMi '\ VEE-46 $5l (±) \ ~f-56 271 8 O' ~ -EX 111/0UGHT IRON GATE ..,._..._...,. __ EDGE OF EXISnNG BUILDING i APN 204-124-55 EXIST CONDOMINIUM • • I • ---C;-.------s---- [{'_ 54 95 •• LOW-VEGETATION SIGHT TRIANGLE • ' • ' • ' •• • ., • • APN 204-123-02 EXIST BUILDING T RET WALL J 54 36 TRADESCANTIA PALLIDA & SENECIO ROWLEYA DOWN WALL • • IMPROVEMENT MINIMUM DISTANCE TO STREET TREE I AM FAMILIAR WITH THE: RE:QU/RE:ME:NTS FOR LANDSCAPE: AND IRRIGATION PLANS CONTA/NE:D IN THE: C/7Y OF CARLSBAD'S WATER t::mc1mr LANDSCAPE: RE:GUlATIONS TRAFFIC SIGNALS (STOP SIGN) UNDERGROUND UTILITY LINES ABOVE GROUND UTILITY STRUCTURES DRIVEWAY (ENTRIES) INTERSECTIONS (INTERSECTING CURB LINES OF 2 STREETS) SEWER LINES 20 FEET 5 FEET 10 FEET 10 FEET 25 FEET 10 FEET I UNDERSTAND THAT CONSTRUCTION DRAWINGS ARE: TO BE: PREPARED IN COMPLIANCE: WITH THOSE REGUlATIONS AND THE: LANDSCAPE: MANUAL I CERTIFY THAT THE: PLANS HA BE R 'ARED IMPLE:MEN11NG THOSE: RE:GU!ATIONS TO PROVIDE EFFICIENT USE: F , PUD 15-05, SOP 15-05, CDP 15-10, MS 15-03, AV 15-03 PLANT SCHEDULE SOIL ANALYSIS A AGRICULTURAL SUITABILITY TEST REPORT FOR ON-SITE SOIL PRIOR TO PLANTING 1 2 3 4 5 WITHIN THE PROPOSED PLANTING AREAS, LANDSCAPE CONTRACTOR SHALL TAKE THREE (3) SAMPLES OF SITE SOIL AT A DEPTH OF 6 TO 12 INCHES AFTER COMPLETION OF GRADING AND PRIOR TO WEED CONTRO AND SOIL PREPARATION LANDSCAPE CONTRACTOR SHALL SUBMIT SAMPLES TO A QUALIFIED SOI LAB (APPROVED BY THE CITY) FOR SOIL EVALUATION FOR EACH PLANT BEING USED FOR THE PROJECT THE TEST SHALL INDICATE BUT NOT BE LIMITED TO THE FOLLOWING ORGANIC MATTER CONTENT, NPK, PH, EC, AND SOIL TEXTURE (SILT, CLA SAND) SUBMIT A WRITTEN RECOMMENDATION FOR AMENDMENTS, LEACHING, A MAINTENANCE FROM THE SOILS LABORATORY TO THE CITY AND LANDSCAPE ARCHITECT FOR APPROVAL 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 THE SOILS REPORT SHALL TAKE PRECEDENCE OVER ANY AMENDMENT AND FERTILIZER RATES SPECIFIED IN THESE PLANS PERCOLATION TESTING 1 UPON COMPLETION OF THE ROUGH GRADING OF THE SITE, THE LANDSCAPE ARCHITECT SHALL IDENTIFY TYPICAL LOCATIONS FOR THE LARGEST TREES AT 200 FOOT INTERVALS THE CONTRACTOR SHALL EXCAVATE THE PIT FOR THE TREE PER PROJECT SPECIFICATIONS AND DETAILS 2 WITH THE OWNER'S REPRESENTATIVE PRESENT, THE CONTRACTOR SHA FILL THE PITS WITH WATER TO A DEPTH OF 12 INCHES THE LENGTH OF TIME REQUIRED FOR THE WATER TO PERCOLATE INTO THE SOIL, LEAVIN THE PIT EMPTY, WILL BE MEASURED BY THE CONTRACTOR AND VERIFIED BY THE OWNER'S REPRESENTATIVE 3 WITHIN SIX (6) HOURS OF THE TIME THAT THE WATER HAS DRAINED FRO THE PIT, THE CONTRACTOR, ALONG WITH THE CITY OF SAN MARCOS REPRESENTATIVE, SHALL AGAIN FILL THE PIT WITH WATER TO A DEPTH 0 12 INCHES IF THE WATER DOES NOT COMPLETELY PERCOLATE INTO THE SOIL WITHIN EIGHT(8) HOURS, THE CONTRACTOR SHALL PROVIDE A SUBSURFACE DRAINAGE SYSTEM TO EACH TREE THE SUBSURFACE DRAINAGE SYSTEM SHALL BE SUBJECT TO APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION NOTES ALL SURFACES SHALL HAVE POSITIVE DRAINAGE (2% GRADE IN PLANTING AREAS) AWAY FROM STRUCTURE AND SHALL TERMINATE IN AN APPROVED DRAINAGE SYSTEM TREES SHRUBS ~ 0 @ 0 ¢ e 0 * 0 61 ALL PLANTS WITHIN THE THREE (3) DASHED SIGHT Q TRIANGLE AREAS SHOWN ON THE PLAN DO NOT EXC D BOTANICAL NAME ARBUTUS X MARINA ARCHONTOPHOENIX CUNNINGHAMIANA CARYOTA OBTUSA EXISTING TREE TO BE REMOVED LAGERSTROEMIA X NATCHEZ PODOCARPUS GRACILIOR BOTANICAL NAME AGAVE ALBESCENS AGAVE X BLUE GLOW ALOE STRIATA ANIGOZANTHOS PINK JOEY ANIGOZANTHOS X BUSH GOLD CORDYLINE RED STAR DIANELLA CAERULEA CLARITY BLUE ECHEVERIA X AFTERGLOW KNIPHOFIA HYBRID ECHO ROJO LIGUSTRUM TEXANUM LIGUSTRUM TEXANUM COMMON NAME ARBUTUS STANDARD MUL Tl-TRUNK KING PALM GRIND STUMP CRAPE MYRTLE FERN PINE COMMON NAME AGAVE BLUE GLOW AGAVE CORAL ALOE KANAGAROO PAW KANGAROO PAW RED STAR CORDYLINE DIANELLA AFTERGLOW ECHEVERIA RED HOT POKER TEXAS PRIVET TEXAS PRIVET SIZE WUCOLS QTY 42"BOX M ~~ 36" BOX 24"BOX EXISTING 24" BOX 24"BOX SIZE 15 GAL 5GAL 5GAL 5GAL 5GAL 5GAL 5GAL 5GAL 1 GAL M M M WUCOLS L L L M 24" BOX M 5GAL M 3 1 5 1 6 QTY 3 3 16 24" TALL, ALLOWING FOR SUFFICIENT VISIBILITY FROM ALL 0 DRIVEWAYS MAHONIAAQUIFOLIUM OREGON GRAPE 5GAL M 8 ,,...,,,,......,,.......,....._,,...._,......._,......_,....._,.......,....._,,.....,_,,.....,_,,.....,_,,...,,,,......,,.......,....,,...,,..,,......_,.. ....... , ...... , ....... ,---.,.......,......,.......,,,,...._,...,,...,,..,,... .... ,......_,. ...... ,.......,........,,,..~~----"--:;.-... ALL NON-TURF PLANTING AREAS LESS THAN 3 1 SL E PHOENIX ROEBELENII PIGMY DATE PALM MULTI-TRUNK 15 GAL M ( 1 ~ 2 ~) SHALL HAVE A MINIMUM 3" MULCH COVERING 2-3TRUNKS \ w. JAMES P BENEDETTI LANDSCAPE ARCHITECT 4403 MANCHESTER AVE , SUITE 201 ENCINITAS, CA 92024- 760/479-0644 FAX 760/479-0645 0 0 • SHRUB AREAS II GROUND COVERS PLANTING PLAN PITTOSPORUM TENUIFOLIUM SILVER SHEEN TAWHIWHI SENECIO ROWLEYANUS STRING OF BEADS STRELITZIA REGINAE BIRD OF PARADISE TRADESCANTIA PALLIDA PURPLE QUEEN SPIDERWORT BOTANICAL NAME COMMON NAME BUXUS X CHICAGOLAND GREEN TM GLENCOE BOXWOOD BOTANICAL NAME COMMON NAME DYMONDIA MARGARETAE DYMONDIA FESTUCA GLAUCA ELIJAH BLUE BLUE FESCUE TRACHELOSPERMUM JASMINOIDES CHINESE STAR JASMINE 15 GAL 1 GAL 5GAL 1 GAL SIZE 5GAL SIZE FLAT 1 GAL FLAT M L 13 M M WUCOLS SPACING M WUCOLS SPACING L L M 8" 0 C 12" 0 C 24"oc & ,;---/ "AS BUil T" APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. RC[___ EXP ____ DA TE REVIEWED BY INSPECTOR DATE 1 10 17 JPB 1 FIELD CHANGE :2°-'r,11 ~ ~ 1-"'5 '---"12=17-l-----"JP"---'B'--------1-'-"'--'-F'-'l-'=-'EL""D-'C'-'-'H""AN'-'-"G'--'=E'--------1-"-o;.-"';..,...C~'-4--'-=~--l--l ~ 1 I CITY p~~INGCD~~M' BAD I ~ f-----11----l-----------------+---+---+----I---I LANDSCAPE IMPROVEMENT PLANS FOR 165 PINE AVE CONDOMINIUMS CARLSBAD, CA 92008 APPROVED 1----11-----+-------------------!----+----I----I---I :'::P::LA:::N::Nl:::NG:::::==:::::;--;:::::=======::::;-;====~ OWN BY CHKD BY __ _ RVWD BY DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PROJECT NO PUD-15-05 DRAWING NO 488-9L 8 2 2% 2 X DIAMETER OF ROOTBALL 1. 2. 3. 4. 5. 6. 7. 8. LEGEND TREE 4" DIA. NDS FLAT. DRAIN GRATE, COLOR GREEN, SNUG FIT, DO NOT GLUE. LOCATE TO AVOID RUN-OFF INTO STANDPIPE. FILTER FABRIC WRAPPED AROUND ENTIRE LENGTH OF THE PERFORATED PIPE, TIE WITH PLASTIC TIES @ 18" OC 4" ABS PERFORATED RIGID PIPE W/ 1/2" DIA. HOLES @ 3" OC. NATIVE SOIL IN 12" DIA. AUGER HOLE (SURROUNDING THE PIPE). TREE PLANTING. REFER TO TREE PLANTING/STAKING DETAIL WATER BASIN IRRIGATION. BUBBLER TO BE LOCATED DIRECTLY OPPOSITE OF STANDPIPE NOTE: REFER TO PLANTING LEGEND FOR STANDPIPE .DRAIN LOCATIONS. G) STANDPIPE DRAIN ::l ~ <( - "' u; 0 ::, 0 --' OC: CL 9 . . I / . . . . . . :i ., •_./ 7 -·,L. // /' //// // ,-· ' 2 x DIAMETER OF RDOTBALL 6 1 . 2. 3. 4. 5 . 6. 7. 8. 9. LEGEND SHRUB SET CROWN OF ROOTBALL 1 -1 /2" ABOVE SURROUNDING GRADE AND SLOPE SOIL AWAY FROM TRUNK. WATER BASIN SLOW RELEASE FERTILIZER TABLET ROOTBALL -SCARIFY SIDES ANO BOTTOM AMENDED BACKFILL COMPACTED TO EXISITING SOIL PLANTING PIT -SCARIFY SIDES AND BOTTOM AMENDED BACKFILL PER SPECIFICATIONS FINISH GRADE WITH 2" OF MULCH ATOP @ SHRUB PLANTING REQU/REMEN7S: SLOPES 6: 1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTTNG STANDARDS: STANDARD #l -COVER CROP/REINFORCING SJRAW MATTING: COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATTNG AND FAST COVERING GRASSES, COVER, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPUCATTON. THE COVER CROP SHALL BE APPUED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (JO) DAYS. REINFORCING STRAW MATnNG SHALL BE AS APPROVED BY THE CITY AND STAKED TO SLOPE AS RECOMMENDED BY THE MANUFACTURER. I REINFORCING STRAW MATnNG SHALL BE REQUIRED WHEN PLANTTNG OCCURS BE1WEEN AUGUST 15 AND APRIL 15. THE COVER CROP AND/OR REINFORCING STRAW MATnNG SHALL BE USED THE REMAINDER OF THE YEAR. A. STANDARD #Z -GROUND COVER ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED .WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTTCS (PLANTED FROM MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). B. STANDARD #J -LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-J/4 INCH LINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). . c. STANDARD #4: -. 11/EES AND/QR LARGE SHRUBS , TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINER) AT A MINIMUM RATE OF ONE(1) PLANT PER TWO HUNDRED (200) SQUARE FEET'. SLOPES -6: 1 OR STEEPER AND: A. J' OR LESS IN VERTTCAL HEIGHT AND ARE ADJACENT TO PUBUC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD # 1. B. J' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARDS /1, 2, AND J. C. IN EXCESS OF 8' IN VERnCAL HEIGHT REQUIRE STANDARDS #1, #2, #J and /4. AREAS GRADED FLATTER THAN_ 6:1 REQUIRE STANDARD #1 (COVER CROP) WITH TEMPORARY /RR/GATTON WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDtnONS: 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. IDENTTFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBUC OR HAVE SPECIAL CONDtnONS THAT WARRANT IMMEDIATE TREATMENT. PREVAILING WIND 2 ~ 11 4 5 6 ··; ,;-, b I "' 2 X DIAMETER OF ROOTBALL 1. 2. 3. 4. 5. 6. 7. 8. 9. 0. LEGEND TREE (REFER TO PlANTING LEGEND FOR STAKING SCHEDULE) 36" CORDED TIE, ATTACH TO POST W/2 ROOFING NAIL 2" DIA. X 10'-0", LODGE POLE PINE STAKE, KEEP OFF ROOTBALL SET CROWN OF ROOTBALL 1-1 /2" ABOVE SURROUNDING GRADE AND SLOPE SOIL AWAY FROM TRUNK WATER BASIN SLOW RELEASE FERTILIZER TABLET ROOTBALL -SCARIFY. SIDES AND BOTTOM AMENDED BACKFILL COMPACTED TO EXISTING SOIL PLANTING PIT -SCARIFY SIDES AND BOTTOM AMENDED BACKFILL PER SPECIFICATIONS 1. FINISH GRADE WITH 2" OF MULCH ATOP 4 4 3 l 1 6 l 1 2 X DIAMETER OF ROOTBALL 5 PUD 15-05, SOP 15-05, CDP 15-10, MS 15-03, AV 15-03 LEGEND 1. TREE PLANTING PREPARATION AND STAKING, REFER TO TREE 2. I PLANTING STAKING DETAIL. WATER BASIN 3. IRRIGATION BUBBLER 4. EXISTING SLOPE 5. STABLIZE SLOPE TO ACCOMMODATE THE PLANTING PIT FOR THE TREE. TO MINMIZE SLOPE CUT, CUT/FILL ABOVE AND BELOW TREE LCOATION. CHAMFER AS 6. NEEDED TO ELIMINATE SLUFFING. TREE PLANTING/STAKING TREES ALONG SLOPE 111111 ! ; i ; 2 x DIAMETER OF ROOTBALL @ SHRUB SLOPE PLANTING LEGEND 1. SHRUB CHAMFER AS NEEDED TO 2· ELIMINATE SOIL SLUFFING WATER BASIN 3 · EXISTING SLOPE 4. NOTE: REFER TO SHRUB PLANTING DETAIL FOR PLANTIN PIT INFORMATION AND PREPARATION. PSGA/:' m,,.-, ED£; ,a ~~ I;• te3221 OF' CALI' I I I EXISTING HARDSCAPE, CURB AND GUTTER OR EDGE OF PAVING -------- \ \ \ ( l◄ TREE TRUNK I I \ I \ I \ I \ I \ I ' I ' / '-/ ' / ...._ / -----------NOTE: 1. ROOT BARRIER SHALL BE PLACED 2" -3" MAXIMUM FROM THE, TREE SIDE, EDGE OF THE HARDSCAPE. UNDER NO CIRCUMSTANCE SHALL BE ROOTBALL OF THE TREE BE WRAPPED WITH THE ROOTBARRIER. 2. ROOT BARRIER SHALL BE 19" DEEP WIDTH BIOBARRIER OR APPROVED EQUAL. 3. INSTALL PER MANUFACTURER'S RECOMMENDATIONS FOR TREES WITH-IN 10' OF HARDSCAPE. ROOT BARRIER Cf) Cf) w --' Ct'. 0 ii, 611 JAMES P. BENEDETTI LANDSCAPE ARCHITECT 4403 MANCHESTER AVE., SUITE 201 ENCINITAS, CA 92024- 760/479-0644 FAX 760/479-0645 3 z ':s • .a L" ~ " SECTION 'CD ROOT BARRI ER 0 SEE PLANT LIST FOR SPACING GROUNDCOVER PLANTING DETAILS 1 4 PLAN LEGEND 1 · BIO-BARRIER 19" DEPTH MIN . (LINEAR APPLICATION INSTALLED PER MANUFACTURER'S SPECIFICATIONS). 2. TREE 3. CURB 4. FINISH GRADE ~ LEGEND 1. PLANT MATERIAL cl) "''0 2. EDGE OF CURB/FACE ~~ OF WALL <.Jo~ -z "" 3. 2" DEPTH OF MULCH, ~~ SEE SPECIFICATIONS 0 "" APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BU I LT'' RCE___ EXP.____ DATE REVIEWED BY: INSPECTOR DATE [sHEETl I CITY OF CARLSBAD ·11 SHEETS I 1-----+----+---------------t----+-----ii---t------t LJj_J . · PLANNING DIVISION · . . 1 5 f----t------lc--------~---------t----t---i---t-----i DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR 165 PINE AVE CONDOMINIUMS CARLSBAD, CA 92008 I APPROVED: ~\ Gr:.Ul-ait -t . I -g... (,<., I PLANNING DWN BY: PROJECT NO. DRAWING NO. CHKD BY: PUD-15-05 488-9L RVWD BY: 1.01 GENERAL CONDITIONS A DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AN_D SUPPLEMENTARY CONDITIONS AND DIVISION 1 SPECIFICATION SECTIONS APPLY TO WORK OF THIS SECTION, AND MUST BE FULLY CONSIDERED IN CONNECTION THEREWITH. 1.02 SCOPE A THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN AND AS REQUIRED TO COMPLETE PROPERLY THE CONTRACT. B. RELATED WORK: 1. EARTHWORK (SECTION 02200) 2. IRRIGATION (SECTION 02810) 1.03 SUBMITTALS A SEE REQUIREMENTS IN GENERAL CONDITIONS, AND SECTION 01340. B. CONTRACTOR SHALL SUBMIT A TYPEWRITTEN LIST WITH SPECIFICATIONS OF ALL FEASIBLE MATERIALS, INCLUDING SOIL AMENDMENTS, FERTILIZERS, PLANT MATERIALS, ETC., WITH QUANTITIES OF EACH. 1.04 DEFINITIONS OF TERMS A "PLANTING AREA" SHALL MEAN ALL AREAS TO BE SEEDED, SODDED, PLANTED WITH TREES, SHRUBS, AND/OR GROUNDCOVERS. 1.05 GUARANTEES AND REPLACEMENTS A PLANT MATERIALS: PLANTS (15-GALLON SIZE AND LARGER) SHALL BE GUARANTEED TO LIVE AND GROW IN HEALTHY CONDITION DURING THE AGREED UPON 90 DAY MAINTENANCE PERIOD OR UNTIL FINAL ACCEPTANC.E (3.20 PART B) .. PLANT MATERIAL WILL CONTINUE TO BE GUARANTEED FOR ONE (1) YEAR. B. PLANT MATERIAL SMALLER THAN 15-GALLON SIZE: SHALL BE GUARANTEED TO LIVE AND GROW IN VIGOROUS HEAL THY UPRIGHT CONDITION FOR A MINIMUM OF ONE GROWING SEASON AFTER FINAL ACCEPTANCE OF WORK (EXCLUDING SEASONAL COLOR). C. REPLACEMENT: ALL PLANTS NOT HEAL THY AND IN VIGOROUS GROWING CONDITION AS DETERMINED BY THE LANDSCAPE ARCHITECT SHALL BE REPLACED IMMEDIATELY. PLANTS USED FOR REPLACEMENT SHALL BE THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. THEY · SHALL BE FURNISHED; PLANTED AND FERTILIZED AS ORIGINALLY SPECIFIED AT NO COSTS TO OWNER. 1.06 VERIFICATION OF EXISTING CONDITIONS A ALL SCALED DIMENSIONS ON THE DRAWINGS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, THE CO_NTRACTOR SHALL CAREFULLY _CHECK AND VERIFY ALL DIMENSIONS, QUANTITIES, AND .GRADE ELEVATIONS, AND SHALL IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. 1.07 PROTECTION OF EXISTING IMPROVEMENTS DURING THE CONSTRUCTION AND MAINTENANCE PERIOD, THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, DRAINAGE LINES, AND ALL OTHER UNDERGROUND FACILITIES AND ALL PAVING, STRUCTURES, FIXTURES, AND EXISTING PLANTINGS. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY AND All DAMAGE TO SUCH IMPROVEMENTS AND SHALL COMPLETELY REPAIR OR REPLACE THE SAME AT NO COST TO THE OWNER. 1.08 INSTRUCTIONS AND OBSERVATION A. ALL CHANGES AND DEVIATIONS TO THE PLANS AND SPECIFICATIONS BY THE LANDSCAPE ARCHITECT TO THE CONTRACTOR SHALL BE CONFIRMED IN WRITING. B. THE CONTRACTOR'S SUPERVISOR SHALL BE AVAILABLE ON CALL TO MAKE A JOINT OBSERVATION WITH THE OWNER'S REPRESENTATIVE OF THE WORK. THE CONTRACTOR SHALL HAVE SUFFICIENT · WORK PERSONNEL AVAILABLE DURING NORMAL WORKING HOURS TO CORRECT DEFICIENCIES IMMEDIATELY UPON REQUEST OF THE LANDSCAPE ARCHITECT. SUCH REPAIR OR RE-WORK SERVICES ARE TO BE PERFORMED WITHOUT INTERFERENCE OF REGULAR PROJECT SCHEDULE. C. PLANTS SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT AT THE PLACE OF GROWTH AND/OR UPON DELIVERY TO THE SITE FOR QUALITY, SIZE AND VARIETY. SUCH APPROVAL SHALL NOT IMPAIR THE RIGHT OF OBSERVATION AND REJECTION AT THE SITE DURING PROGRESS OF WORK.FOR SIZE, CONDITION _OF ROOT BALL, LATENT DEFECTS, OR INJURIES. REJECTED PLANTS SHALL BE REMOVED IMMEDIATELY FROM THE SITE, UNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT. D. SITE OBSERVATIONS HEREIN SPECIFIED SHALL BE MADE BY THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF A SITE OBSERVATION AT LEAST 48 HOURS IN ADVANCE OF AN OBSERVATION. AN OBSERVATION WILL BE MADE BY THE LANDSCAPE ARCHITECT DURING OFFICE WORKING HOURS ON EACH OF THE STEPS OR CONDITIONS LISTED BELOW. THE CONTRACTOR OR HIS AUTHORIZED REPRESENTATIVE SHALL BE ON SITE AT THE TIME OF EACH OBSERVATION. THE CONTRACTOR WILL NOT BE PERMITTED TO INITIATE THE SUCCEEDING STEP OF WORK UNTIL HE HAS RECEIVED APPROVAL TO PROCEED BY THE LANDSCAPE.ARCHITECT. 1. PRE-CONSTRUCTION MEETING: IMMEDIATELY PRIOR TOTHE COMMENCEMENT OF WORK OF THIS SECTION, CONTRACTOR SHALL RECEIVE APPROVAL OF MATERIALS AND EQUIPMENT TO BE USED, AND METHODS OF INSTALLATION. 2. INCORPORATION OF SOIL CONDITIONING AND FERTILIZING INTO THE SOIL: SOIL TESTS PERFORMED BY THE LICENSED LABORATORY SHALL BE SUBMITTED AND PAID FOR BY THE CONTRACTOR FOR AGRICULTURAL SUITABILITY AND APPROVED BY THE LANDSCAPE ARCHITECT ONCE ROUGH GRADING HAS BEEN COMPLETED, AND PRIOR TO INSTALLING ANY PLANT MATERIAL. 3. UPON THE COMPLETION OF FINISH GRADING AND MOW CURBS LAYOUT I_N THE FIELD, BUT PRIOR TO MOW CURB INSTALLATION. ' 4. APPROVAL OF ALL PLANT MATERIAL QUALITY. 5. LAYOUT OF PLANT MATERIAL. 6. PRE-MAINTENANCE OBSERVATION: WHEN PLANTING AND ALL OTHER INDICATED OR SPECIFIED WORK, EXCEPT THE MAINTENANCE PERIOD, HAS BEEN COMPLETED. ACCEPTANCE AND WRITTEN APPROVAL SHALL ESTABLISH BEGINNING OF THE MAINTENANCE PERIOD,. THIS IS NOT A FINAL OBSERVATION OR ACCEPTANCE, AND IT DOES NOT RELIEVE THE CONTRACTOR FROM ANY OF THE RESPONSIBILITIES IN THE CONTRACT DOCUMENTS FOR THIS PROJECT, 7. FINAL SITE OBSERVATION AT THE COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD. THIS OBSERVATION SHALL ESTABLISH THE BEGINNING DATE FOR THE GUARANTEE PERIOD. E. ACCEPTANCE: UPON COMPLETION OF THE FINAL OBSERVATION AND THE WORK OF THIS SECTION, THE CONTRACTOR WILL BE NOTIFIED IN WRITING (1) WHETHER THE WORK IS ACCEPTABLE AND (2) OF ANY REQUIREMENTS NECESSARY FOR COMPLETION AND ACCEPTANCE. 1.09 SUSPENSION OF WORK A THE LANDSCAPE ARCHITECT SHALL.RECOMMEND TO THE OWNER ANY NECESSITY TO SUSPEND THE WORK WHOLLY, OR IN PART, FOR SUCH PERIOD OR PERIODS AS HE MAY DEEM NECESSARY DUE TO UNSUITABLE WEATHER, OR SUCH OTHER CONDITIONS AS ARE CONSIDERED UNFAVORABLE FOR THE REASONABLE PERFORMANCE OF THE WORK, OR FOR SUCH TIME AS IS NECESSARY DUE TO THE FAILURE ON THE PART OF THE CONTRACTOR TO CARRY OUT ORDERS GIVEN OR TO PERFORM ANY OR ALL PROVISIONS OF THE CONTRACT. B. IF IT SHOULD BECOME NECESSARY TO STOP WORK FOR AN INDEFINITE PERIOD, THE CONTRACTOR SHALL STORE ALL MATERIALS IN SUCH A MANNER THAT THEY WILL NOT BECOME AN OBSTRUCTION NOR BECOME DAMAGED IN ANY WAY, AND HE SHALL TAKE EVERY PRECAUTION TO PREVENT DAMAGE OR DETERIORATION OF THE WORK PERFORMED. THE CONTRACTOR SHALL COVER ALL OPEN EXCAVATIONS AND SHALL PROVIDE SUITABLE DRAINAGE BY OPENING DITCHES, PLANTING PITS, ETC., AND ERECT TEMPORARY STRUCTURES WHERE NECESSARY. C. GRADING, SOIL PREPARATION, AND PLANTING WORK SHALL BE PERFORMED ONLY DURING PERIODS WHEN BENEFICIAL AND OPTIMUM RESULTS MAY BE OBTAINED. IF THE MOISTURE CONTENT OF THE SOIL SHOULD REACH A LEVEL THAT WORKING IT WOULD DESTROY THE SOIL STRUCTURE, SPREADING, GRADING AND TILLING OPERATIONS SHALL BE SUSPENDED UNTIL .THE MOISTURE CONTENT REACHES ACCEPTABLE LEVELS AND THE DESIRED RESULTS ARE ATTAINABLE. 1.10 CERTIFICATIONS AND NOTICE OF DELIVERY OF MATERIAL A THE LANDSCAPE ARCHITECT SHALL BE FURNISHED WITH DUPLICATE SIGNED, LEGIBLE COPIES OF CERTIFICATES AND/OR INVOICES STATING THE BRAND, GRADE, AMOUNT AND QUANTITY OF EACH ITEM FOR ALL SOIL, FERTILIZERS, SOIL CONDITIONERS, PLANS AND OTHER MATERIALS. RECOMMENDATION SHALL BE MADE BY THE LANDSCAPE ARCHITECT TO THE OWNER TO STOP WORK PROGRESS UNTIL CERTIFICATES ARE RECEIVED AND REVIEWED BY THE LANDSCAPE ARCHITECT. B. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN ADVANCE WHEN ALL MATERIALS ARE TO BE DELIVERED AND THE MANNER OF SHIPMENT, AND SHALL FURNISH THEREWITH AN ITEMIZED LIST, .IN DUPLICATE, OF THE ACTUAL QUANTITY OF MATERIAL IN EACH DELIVERY, IN ORDER TO ENSURE SATISFACTORY COORDINATION OF DELIVERY, AND TO EXPEDITE THE REQUIRED INSPECTION AT THE POINT OF DELIVERY. THE ITEMIZED LIST, IN DUPLICATE, FOR EACH DELIVERY OF PLANT MATERIAL SHALL INCLUDE INVOICES CERTIFYING THAT SUBJECT MATERIAL HAS BEl;N INSPECTED AS REQUIRED BY THE STATE AGRICULTURAL CODE PRIOR TO.ACCEPTANCE OR PLANTING. PARTICULAR CARE, USING APPROVED EQUIPMENT, SHALL BE EXERCISED TO ENSURE SAFE LOADING, UNLOADING, SHIPPING AND HANDLING FOR ALL PLANTINGS FROM SOURCE TO IN-PLACE LOCATIONS INDICATED ON THE DRAWINGS. 1.11 PLANT MATERIALS A QUANTITIES FOR PLANT MATERIALS ARE SHOWN PER PLAN FOR CONVENIENCE ONLY AND NOT GUARANTEED. CONTRACTOR SHALL CHECK AND VERIFY COUNT AND SUPPLY SUFFICIENT NUMBER TO FULFILL INTENT OF DRAWINGS. 1.12 INVOICE OF MATERIALS A UPON DELIVERY OF MATERIALS AND/OR COMPLETION OF ALL SOIL CONDITIONING AND GRADING, BUT PRIOR TO INITIA_TING PLANTING OPERATIONS, THE LA_NDSCAPE ARCHITECT WITH THE HERETOFORE SPECIFIED SIGNE:D COPIES OF REQUIRED CERTIFICATES, _TRIP SLIPS AND INVOICES FOR SOIL PREPARATION MATERIALS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL QUANTITIES OF EACH MATERIAL FURNISHED AGAINST THE TOTAL AREA TO EACH OPERATION. IF THE MINIMUM RATES OF APPLICATION HAVE NOT BEEN MET, THE LANDSCAPE ARCHITECT WILL REQUIRE THE DISTRIBUTION OF ADDITIONAL QUANTITIES OF THESE MATERIALS TO FULFILL THE MINIMUM REQUIREMENTS SPECIFIED. B. AFTER INSTALLATION OF PLANT MATERIALS, BUT PRIOR TO THE PRE-MAINTENANCE SITE OBSERVATION.THE LANDSCAPE ARCHITECT, WITH THE HERETOFORE SPECIFIED SIGNED COPIES OF THEREQUIRED CERTIFICATES AND RELATED ITEMS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL AREA AND/OR THE AMOUNTS SPECIFIED. IF THE MINIMUM AMOUNTS HAVE NOT BEEN FURNISHED, THE LANDSCAPE ARCHITECT WILL REQUIRE THE INSTALLATION OF ADDITIONAL MATERIALS TO FULFll,.L THE MINIMU.M REQUIREMENTS SPECIFIED. C. A SAMPLE OF THE SOIL AMENDMENTS SHALL BE DELIVERED TO THE LANDSCAPE ARCHITECT WITHIN 15 DAYS AFTER RECORDING OF THE CONTRACT FOR SUBMITTAL TO A TESTING LABORATORY, ALONG WITH SPECIFICATIONS OF EACH PRODUCT. AFTER SOIL AMENDMENTS HAVE BEEN THOROUGHLY MIXED INTO THE SITE, RANDOM SAMPLES OF THE MIXED SOIL WILL BE TAKEN BY THE OWNER'S REPRESENTATIVE AND-SUBMITTED TO THE SOil LABORATORY-FOR COMPARISON TOA CONTROL MIX. COST OF THE AE30VE TESTING BY THE SOILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR. PART 2 -PRODUCTS 2.01 QUALITY A ALL MATERIALS SHALL BE OF STANDARD, APPROVED, AND FIRST GRADE QUALITY AND SHALL BE IN PRIME CONDITION WHEN INSTALLED AND ACCEPTED. ALL COMMERCIALLY PROCESSED AND/OR PACKAGED MATERIALS SHALL BE DELIVERED TO THE SITE IN THE ORIGINAL UNOPENED CONTAINERS BEARING THE MANUFACTURER'S GUARANTEED ANALYSIS. 2.02 SOIL AMENDMENT AND FERTILIZER .,, A SHALL BE A WOOD RESIDUAL PRODUCT DERIVED FROM THE BARK OF PINE, REDWOOD, WHITE FIR AND RED FIR, OR CEDAR SHAVINGS. AMENDMENT UPON ANALYSIS CONTAIN AT LEAST 0.5% NITROGEN (ON A DRY WEIGHT BASIS) WITH AN ASH CONTENT NOT TO EXCEED 10%. A COMMERCIAL GRAD.E PRODUCT SHALL BE USED. CONTRACTOR SHALL SUPPLY ARCHITECT OR HIS APPOINTED REPRESENTATIVE WITH A SAMPLE OF THE PROPOSED AMENDMENT ACCOMPANIED BY LABORATORY ANALYTICAL ANALYSIS FROM AN APPROVED LABORATORY ILLUSTRATING DEGREE OF COMPLIANCE. GUARANTEE WT.ICU/YD. = +560# • 820#. NITROGEN (ORGANIC OR AMMON IC) 0.5%. PH (LESS THAN) 6.8. SALINITY (ECO X 103 AT 250 C) = 2.5. ' ASH CONTENT NOT TO EXCEED 10%. IRON (FE) EXPRESSED AS METALLIC 0.08%. ' DENSITY -APPROX. 25 LB/CU/FT. ORGANIC MATTER= 85%. A NON-IONIC WETTING AGENT SHOULD BE USED. PROPERTIES: SCREEN ANALYSIS: % RETAINED ON STACKED SCREENS -1 MESH= 0.2%; 5 MESH = 36.6%; 8 MESH= 25.7%; 12 MESH = 30.7%; 32 MESH= 5.9%; REMAINDER 0.9%. SHALL BE WIL-GRO LIFE, FOREST HUMUS, OR LOAMEX. OR APPROVED SUBSTITUTION. . ' ' B. AGRICULTURAL GRADE GYPSUM -SHALL BE A (CA S04 -H20) CALCIUM SULFATE PRODUCT-94.3%. 90% SHALL PASS A 50 MESH SCREEN. CHEMICAL REACTION WILL REMOVE SODIUM ATTACHED TO SOIL PARTICLES. GYPSUM ALSO LOOSENS HEAVY CLAY SOILS THROUGH ELECTRO-CHEMICAL ACTION. CONTROL OF DUST DURING APPLICATION IS MANDATORY. SHALL BE U.S. GYPSUM, DOLMAR, SOF'N'SOIL, OR BANDINI, OR APPROVED SUBSTITUTION. • C. SULPHUR (SOIL) -SHALL BE ELEMENTAL SULPHUR (99.5%) COMMERCIALLY PREPARED SO THAT 46.9% PASSES A 50. MESHSCREEN OR APPROVED SUBSTITUTION .. D. IRON SULFATE -IRON SHALL BE EXPRESSED AS METALLIC -DERIVED. FROM SULFATE -DEEP GREEN (FE S04 H20) . A MINIMUM ANALYSIS OF 20.0% AND 98.3% RETAINED ON A 10 MESH SCREEN. SHALL BE WILSON & GEO. MEYER, WIL-GRO, OR BANDINI. OR APPROVED SUBSTITUTION. E. PRE-PLANT OR STARTER FERTILIZER SHALL BE A COMMERCIAL GRADE FLOWABLE FERTILIZER WITH -1% NITROGEN, 10% PHOSPHOROUS PENTIOXIDE AND 10% POTASSIUM SULFATE. NO POTASSIUM CHLORIDE IS TO BE USED. ORGANIC NITROGEN SHALL BE FROM COTTONSEED MEAL AND UREA PHOSPHATE AVAILABLE FROM SUPER PHOSPHATE AND COTTONSEED MEAL POTASH FROM SULFATE OF POTASH AND COTTONSEED MEAL SCREEN ANALYSIS: % RETAINED ON STACKED SCREEN -APPROXIMATELY 8 -MESH 24.2%; 20 -MESH 75.2%; 48 -MESH 0.2%. AVAILABLE PERCENTAGE WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 1.0% MIN. 10.0% MIN. 10.0% MIN. SHALL BE WIL-GRO, BANDIN I OR KELLOGG. OR APPROVED SUBSTITUTION. ORGANIC SOIL. ENHANCER AND SOIL ACTIVATOR SHALL BE SARVON. " F. POST PLANT FERTILIZER (MAINTENANCE): FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL_ ORGANIC AND INORGANIC GRANULAR FERTILIZERS, FREE-FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN 14.0% MIN. AMMONIAC SULFATE 4.0% MIN. REMAINDER OF NITROGEN 8.75% WATERSOLUBLE 1.25% WATER INSOLUBLE PHOSPHORIC ACID POTASH IRON ZINC MANGANESE CALCIUM 7.0% MIN. 3.0%MIN. 2.0% 0.15% 0.15% 2.0% ORGANIC NITROGEN IS DERIVED FROM UREA AND COTTONSEED MEAL PHOSPHATE FROM SUPERPHOSPHATE .AND COTTONSEED MEAL POTASH FROM SULFATE OF POTASH AND . COTTONSEED MEAL. 0 POTASSIUM CHLORIDE IS TO BE USED. SULFUR FROM SULFATE OF AMMONIA. CALCIUM FROM SUPERPHOSPHATE, IRON FROM FERROUS SULPHATE AND MIXED SULFIDES. ZINC AND MANGANESE ARE EXPRESSED AS METALLIC AND IN THEIR ELEMENTAL FORM. SCREEN ANALYSIS: (% RETAINED)-APPROXIMATELY: 4 MESH = 1.3%; 8 MESH= 24.2%; 20 MESH= 74.0%; AND 48 MESH 0.05%. SHALL BE WIL-GRO FAIRWAY, BANDINI, OR KELLOGG. OR APPROVED SUBSTITUTION. G. PLANTING TABLETS SHALL BE TIGHTLY COMPRESSED CHIP TYPE COMMERCIAL GRADE PLANTING TABLETS, OF VARYING SIZES WITH THE FOLLOWING AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN 20.0% MIN. PHOSPHORIC ACID 10.0% MIN. POTASH 5.0% MIN. SHALL BE AGRIFORM OR GRO-POWER. OR APPROVED SUBSTITUTION. 2.03 PLANTING BACKFILL FOR TREES AND SHRUBS A RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE TOTAL SOIL YARDAGE AMENDMENT AND CHEMICAL ADDITIVES. PLANTING BACKFILL SHALL BE A THOROUGHLY BLENDED MIXTURE OF TOPSOIL AND SOIL AMENDMENTS AT THE FOLLOWING MIXTURES: SOIL AMENDMENT STOCK PILED SITE SOIL SULPHUR (SOIL) IRON SULFATE 2.06PLANT MATERIALS 1/2 C.Y. 1/2 C.Y. 5 LBS. PER/CU/YD. OF MIX 1 LBS. PER/CU/YD. OF MIX 1 LBS. PER/CU/YD. OF MIX PRE-PLANT (1-10-10) A NOMENCLATURE: SCIENTIFIC AND COMMON NAMES OF PLANTS HEREIN SPECIFIED SHALL CONFORM WITH THE APPROVED NAMES GIVEN IN "A CHECKLIST OF WOODY ORNAMENTAL PLANTS OF CALIFORNIA," PUBLISHED BY THE UNIVERSITY OF CALIFORNIA, COLLEGE OF AGRICULTURE, MANUAL 32 (1963). SEE LIST OF PLANT MATERIAL ON DRAWINGS. B. LABELING: EACH GROUP OF PLANT MATERIALS DELIVERED ON SITE SHALL BE CLEARLY LABELED AS TO SPECIES AND VARIETY. HOWEVER, FINAL DETERMINATION OF PLANT SPECIES AND VARIETY WILL BE MADE BY THE LANDSCAPE ARCHITECT AND WHOSE DECISION WILL BE FINAL. ALL PATENTED PLANTS (CUL TIVAR) REQUIRl;D BY THE PLANT LIST SHALL BE DELIVERED WITH A PROPER PLANT PATENT ATTACHED. ---__ C. QUALITY AND SIZE: ALL PLANTS SHALL BE VIGOROUS, OF NORMAL GROWTH, FREE FROM DISEASES, INSECTS, INSECT EGGS, AND/OR EXCEED THE MEASUREMENTS SPECIFIED. D. CONTAINER STOCK: SHALL HAVE GROWN IN CONTAINERS FOR AT LEAST SIX MONTHS, BUT NOT OVER TWO YEARS. NO CONTAINER PLANTS THAT HAVE CRACKED OR BROKEN BALLS OF EARTH WHEN TAKEN FROM THE CONTAINER SHALL BE PLANTED, EXCEPT UPON SPECIAL APPROVAL. NO TREES WITH DAMAGED ROOTS OR BROKEN BALLS SHALL BE PLANTED. ' ' E: PRUNING: AT NO TIME SHALL THE PLANT MATERIALS BE PRUNED, TRIMMED OR TOPPED PRIOR TO DELIVERY, AND ANY ALTERATION ON THE SITE OF THEIR SHAPE SHALL BE CONDUCTED ONLY WITH THE APPROVAL AND IN THE PRESENCE OF THE LANDSCAPE ARCHITECT . F. INSPECTION OF PLANT MATERIALS: REQUIRED BY CITY, COUNTY OR STATE AUTHORITIES, SHALL BE A RESPONSIBILITY OF THE CONTRACTOR, AND WHEN NECESSARY HE SHALL HAVE SECURED PERMITS OR CERTIFICATES PRIOR TO DELIVERY OF PLANTS AT SITE. G. ON-SITE INSPECTION OF PLANT MATERIALS: PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL OR REJECTION AT THE PROJECT SITE AT ANY TIME BEFORE OR DURING PROGRESS OF WORK FOR SIZE, VARIETY, CONDITION, LATENT DEFECTS AND INJURIES. REJECTED PLANTS SHALL BE REMOVED FROM THE PROJECT SITE IMMEDIATELY. H. REJECTION AND SUBSTITUTION: ALL PLANTS NOT CONFORMING TO THE REQUIREMENTS HEREIN SPECIFIED SHALL BE CONSIDERED DEFECTIVE, AND SUCH PLANTS, WHETHER IN PLACE OR NOT, SHALL BE MARKED AS REJECTED AND BE IMMEDIATELY REMOVED FROM THE SITE OF THE WORK AND REPLACED WITH ACCEPTABLE PLANT MATERIALS. THE. PLANT MATERIALS SHALL MEET ALL APPLICABLE INSPECTIONS REQUIRED BY LAW. ALL PLANTS SHALL BE THE SPECIES, VARIETY, SIZE, AGE, FLOWER COLOR AND CONDITION AS SPECIFIED HEREIN AND/OR AS INDICATED ON THE DRAWINGS. UNDER NO CONDITION WILL THERE BE ANY SUBSTITUTION OF PLANT SPECIES, VARIETY, OR REDUCED SIZE FOR THOSE LISTED ON THE ACCOMPANYING DRAWINGS, EXCEPT WITH THE EXPRESS WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. I. RIGHT TO CHANGES: THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO CHANGE THE SPECIES, VARIETY AND/OR SIZES OF PLANT MATERIAL TO BE FURNISHED, PROVIDED THAT THE COST OF SUCH PLANT CHANGES DOES NOT EXCEED THE COST OF PLANTS IN THE ORIGINAL BID. THE CONTRACTOR SHALL BE NOTIFIED AND CONFIRMED IN WRITING PRIOR TO SIXTY (60) DAYS BEFORE THE PLANTING OPERATION HAS COMMENCED. CHANGES IN THE SIZE AND/OR VARIETY OF ANY PLANT TO BE FURNISHED WHICH INVOLVES A REDUCTION OR ADDITION IN COST SHALL BE ADJUSTED IN THE CONTRACT COST. J. ROOT CONDITION: THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO INSPECT ROOT CONDITION OF ANY SPECIES, PARTICULARLY THOSE .GROWN FROM SEED, AND IF FOUND DEFECTIVE, TO REJECT THE PLANTS REPRESENTED BY THE DEFECTIVE SAMPLE. K. PROTECTION: ALL PLANTS AT ALL TIMES SHALL BE HANDLED AND STORED SO THAT THEY ARE ADEQUATELY PROTECTED FROM DRYING OUT, FROM WIND BURN, AND FROM ALL OTHER INJURY. ALL PLANTS DETERMINED BY THE OWNER'S REPRESENTATIVE TO BE WILTED, BURNED, OR DRIED OUT, MAY BE REJECTED, AND REMOVED FROM THE SITE. THE CONTRACTOR'S ON-SITE PLANT STORAGE AREA SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO THE DELIVERY OF ANY PLANT MATERIALS. L. SHRUB AND TREE SAMPLES: TYPICAL SAMPLES, THREE EACH OF ALL VARIETIES AND SIZES (SHRUBS 5 GALLON AND UNDER, TREES 15 GALLON AND UNDER) OF ALL PLANT MATERIALS SHALL BE SUBMITTED FOR INSPECTION APPROVAL AT THE SITE A MINIMUM OF FIFTEEN DAYS PRIOR TO PLANTING OPERATIONS. APPROVED SAMPLES SHALL REMAIN ON THE SITE AND SHALL BE MAINTAINED BY THE CONTRACTOR AS STANDARDS OF COMPARISON FOR PLANT MATERIALS TO BE FURNISHED. SAMPLES WILL BE INCORPORATED INTO THE WORK. 2.07 GROUNDCOVER A. GROUNDCOVER PLANTS SHALL BE HEAL THY, VIGOROUS ROOTED CUTTINGS GROWN IN FLATS. PUD 15-05, SOP 15-05, CDP 15-10, MS 15-03, AV 15-03 2.08 PLANTER MULCH A PLANTER MULCH SHALL BE SHREDDED FIR TREE BARK.SHALL RANGE IN SIZE FROM 1/2-INCH TO 3/4-INCH. 2.09 STAKING MATERIAL A. TREE GUY WIRES SHALL BE OF PLIABLE, ZINC-COATED STEEL MINIMUM GAUGE NO. 12 AND ANCHOR TO APPROPRIATE DEAD MAN. WIRE LOOPS AT BRANCHES SHALL BE COVERED BY 2-PLY REINFORCED RUBBER 1/4" IN DIAMETER. GUY WIRES SHALL BE FLAGGED WITH 1/8-INCH DIAMETER X 4"-0" LENGTH SURGICAL TUBING. TREE TIES SHALL BE V.I.T. CINCH-TIE AVAILABLE FROM V.I.T. COMPANY, (714) 891-8338. 2.10 PRE-EMERGENT HERBICIDE A PRE-EMERGENT HERBICIDE SHALL BE AS DETERMINED BY THE LANDSCAPE CONTRACTOR. 2.11 WEED CONTACT HERBICIDE A WEED CONTACT HERBICIDE SHALL BE AS DETERMINED BY THE LANDSCAPE CONTRACTOR. "AS BUILT" APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. RCE___ EXP_____ DATE REVIEWED BY: INSPECTOR DATE PLANTING BPECIFICATIONB 11\ ~ CITY OF CARLSBAD ~ 1-----J----t------~-------+---+---1-~-+-'------1 LJ1_j PLANNING DIVISION ~ ·~1=AN==;D=sc=A'-'P==E==IM=P==R=o==VE::;=M==E==N==T=P==L=A=N==s==Fo=R==:==="====: JAMES P. BENEDETTI LANDSCAPE ARCHITECT 4403 MANCHESTER AVE., SUITE 201 ENCINITAS, CA 92024- 760/479-0644 FAX 760/479-0645 DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL 165 PINE AVE CONDOMINIUMS CARLSBAD, CA 92008 I APPROVED: /'t,_;J_,s C:::r-~\...;-t '-1-. I-;_. ~'e PLANNING OWN BY: PROJECT NO. DRAWING NO. CHKD BY: PUD-15-05 488-9L RVWD BY: I I PART 3 -EXECUTION 3.01 INSPECTION A. EXAMINE PROPOSED PLANTING AREAS AND CONDITIONS OF INSTALLATION_ DO NOT START PLANTING WORK UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. 3.02 PREPARATION A. GENERAL: THE AREAS TO RECEIVE TREES, SHRUBS, GROUNDCOVER AND HYDROSEED PLANTINGS AND THEIR RESPECTIVE REQUIREMENTS FOR IMPORTED TOPSOIL, FERTILIZING , SOIL CONDITIONING, AND OTHER TREATMENT SHALL BE AS DEFINED ON THE DRAWINGS. EQUIPMENT NECESSARY FOR PREPARATION OF THE GROUND SURFACE AND FOR HANDLING AND PLACING ALL REQUIRED MATERIAL SHALL BE ON HAND IN GOOD. WORKING CONDITION. WORK SHALL BE PERFORMED ONLY DURING PERIODS WHEN BENEFICIAL RESULTS CAN BE OBTAINED. B. CLEARING AND GRUBBING: PRIOR TO RIPPING AND TILLAGE OPERATIONS, ALL VEGETATION IN THE AREA TO BE PLANTED SHALL BE GRUBBED, RAKED, AND CLEARED FROM THE SITE. THE. GROUND SURFACE SHALL BE CLEARED OF ALL MATERIAL WHICH HAS ACCUMULATED DURING CONSTRUCTION AND ALL MATERIAL WHICH MIGHT HINDER PROPER GRADING, TILLAGE, PLANTING AND SUBSEQUENT MAINTENANCE OPERATION. ALL GRUBBED MATERIALS AND DEBRIS SHALL BE LAWFULLY DISPOSED OF OFF THE SITE BY THE CONTRACTOR AT HIS COST. C. OBSTRUCTION BELOW GROUND: ALL SUBSURFACE ROCKS OVER 2" IN DIAMETER AND OTHER UNDERGROUND OBSTRUCTIONS SHALL BE REMOVED TO THE DEPTH NECESSARY TO PERMIT PROPER FINE GRADING, TILLING, OR PLANTING ACCORDING TO PLANS AND SPECIFICATIONS. ALL ABANDONED UTILITY LINES UNCOVERED OR SEVERED SHALL BE CUT BELOW GRADE AND CAPPED OR PLUGGED WITH CONCRETE. EXPLOSIVES SHALL NOT BE USED FOR REMOVAL. WHEN THE LOCATION OF UTILITY LINES IS SHOWN ON THE PLANS OR HAS BEEN MADE KNOWN TO THE CONTRACTOR, ALL DAMAGE TO THESE LINES SHALL BE REPAIRED BY THE _CONTRACTOR IN A MANNER APPROVED BY THE LANDSCAPE ARCHITECT AND AFFECTED UTILITY. D. DEEP RIPPING: ALL AREAS (INCLUDING SLOPES) TO RECEIVE GROUNDCOVER, SHRUBS, AND HYDROSEEDING SHALL BE DEEP RIPPED AND LOOSENED TOA DEPTH OF TWELVE (12) INCHES IN ALL DIRECTIONS. 3.03 SOIL AMENDMENTS, FERTILIZING AND ROTOTILLING A. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE TOTAL SOIL AMENDMENT YARDAGE. ADJUSTMENTS (PLUS OR MINUS) MAY BE NECESSARY. CONTRACTOR SHALL OBTAIN AT LEAST TWO SOIL TESTS OF ROUGH GRADE AT SITE AND SUBMIT RESULTS TO THE LANDSCAPE ARCHITECT FOR INTERPRETATION AND RECOMMENDATION. 8. AFTER THE AREAS HAVE BEEN DEEP RIPPED, THE FOLLOWING RATES OF SOIL AMENDMENT MATERIALS SHALL BE EVENLY SPREAD OVER ALL PLANTING AREAS AND SHALL BE THOROUGHLY SCARIFIED TO AN AVERAGE DEPTH OF SIX INCHES BY ROTOTILLING A MINIMUM OF TWO ALTERNATING PASSES. AMENDMENT MUST BE INTIMATELY BLENDED WITH SOIL. SOIL AMENDMENT: GYPSUM: SOIL SULPHUR: IRON SULFATE: 6 CUBIC YARDS PER 1,000 SQ. FT. TO A DEPTH OF 8". 120 LBS. PER 1,000SQ. FT. 10 LBS. PER 1,000 SQ. FT. 10 LBS. PER 1,000 SQ. FT. FERTILIZER (COMMERCIAL) 1-10-10 SHALL BE APPLIED AT THE RATE OF 30 POUNDS PER THOUSAND SQUARE FEET AND SCARIFIED INTO THE TOP TWO INCHES OF FINISH GRADE. FERTILIZER SHALL BE APPLIED AFTER LEACHING OPERATION. C. THE THOROUGHNESS AND COMPLETENESS OF THE ROTOTILLING AND INCORPORATION OF THE SOIL AMENDMENTS SHALL BE-ACCEPTABLE TO THE LANDSCAPE ARCHITECTc--SLOPES 2:1 AND STEEPER OR AS PER THE DRAWINGS OMIT SOIL CONDITIONER APPLICATION AND TILLING. D. DEEP WATER LEACHING AND SOIL TESTING: DEEP WATER LEACHING SHALL BE COMPETED AS RECOMMENDED BY A CERTIFIED AGRONIMIC LABORATORY. THE FOLLOWING PROCESS FOR DEEP WATER LEACHING IS FOR BIDDING PURPOSES ONLY. ITEM NUMBER THREE (3.) SHALL BE PERFORMED AS STATED BELOW. 1. AFTER THE TILLING OPERATION, THE AREA SHALL BE DEEP WATER LEACHED THREE (3) TIMES OVER A FIVE (5) DAY PERIOD. APPLY 1/2" WATER AT EACH APPLICATION. WAIT ONE (1) DAY BETWEEN APPLICATIONS. 2. ONE DAY AFTER FINAL APPLICATION OF WATER, THE SOIL SHALL BE TESTED FOR CONTENT OF SOLUBLE SALTS (ELECTRICAL CONDUCTIVITY E.G.). OWNER'S REPRESENTATIVE AND CONTRACTOR SHALL TAKE SEVERAL SOIL SAMPLES AND DELIVER THE SAMPLES TO A LABORATORY FOR TESTING OF SOLUBLE SAL TS. E.C.EST READING SHALL NOT BE ABOVE 2.0, THE SOIL AMENDING, TILLING AND DEEP WATERING PROCEDURE SHALL BE REPEATED UNTIL TEST READINGS ARE NOT ABOVE 2.0 ' 3. IF SOIL TEST READING FOR A PARTICULAR AREA TESTED IS ABOVE 2.0, THE SOIL AMENDING, TILLING AND DEEP WATERING PROCEDURE SHALL BE REPEATED UNTIL TEST READINGS ARE NOT ABOVE 2.0 E. CARE SHALL BE TAKEN THAT THE RATE OF APPLICATION OF WATER DOES NOT CAUSE EROSION OR SLOUGHING OF SOILS. ,, ,I F. ALL DEPRESSIONS, VOIDS, EROSION SCARS AND SETTLED TRENCHES GENERATED BY THE DEEP WATERING SHALL BE FILLED WITH AMENDED SOIL AND BROUGHT TO FINISH GRADE. G. APPLY NAIAD WETTING AGENT 4 OZ. PER 1,000 S.F. AT THE FIRST SPRAY OF SOIL AMENDMENTS. 3.04 FINISH GRADING A. FINISH GRADES SHALL BE AS INDICATED ON GRADING PLAN. B. FINISH GRADES SHALL BE MEASURED AFTER THE GROUND HAS BEEN WATERED-IN AND MECHANICALLY COMPACTED AND SETTLED. THE FINAL GRADE SHALL BE WITHIN PLUS OR MINUS 0.1 FOOT OF THE SPOT ELEVATIONS AND GRADE LINES INDICATED ON THE CIVIL ENGINEER'S DRAWING. C. EASE TOP AND TOE OF ALL EXISTING SLOPES. D. ALL UNDULATIONS AND IRREGULARITIES IN THE PLANTING SURFACES RESULTING FROM TILLAGE, ROTOTILLING AND ALL OTHER OPERATIONS SHALL BE LEVELED AND FLOATED OUT BEFORE PLANTING OPERATIONS ARE INITIATED. E. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO' SPRINKLER HEADS, IRRIGATION LINES, AND OTHER UNDERGROUND UTILITIES DURING HIS GRADING AND CONDITIONING OPERATIONS. F. FINAL FINISH GRADES SHALL INSURE POSITIVE DRAINAGE OF THE SITE WITH ALL SURFACE DRAINAGE AWAY FROM BUILDINGS, WALLS, OVER MOW CURBS, AND TOWARD ROADWAYS, DRAINS AND CATCH BASINS. G. FINAL GRADES SHALL BE ACCEPTABLE TO THE LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS WILL BE ALLOWED TO BEGIN. H. PLANTING SURFACES SHALL BE GRADED WITH NO LESS THAN 2 PERCENT SURFACE SLOPE FOR POSITIVE DRAINAGE. I. ALL ROCK AND DEBRIS SHALL BE REMOVED FROM PLANTING AREAS AND THEN FROM THE SITE IN ACCORDANCE WITH THE FOLLOWING CRITERIA, 1" DIA IN LAWN AREAS. 2" DIA. IN SHRUB AREA, 2" DIA. IN HYDROSEED AREAS. ! ,, J. FINISH GRADE SHALL BE 2" BELOW FINISH PAVING SURFACE IN SHRUB AREAS. 3.05 PLANTING INSTALLATION A. TIMING: ACTUAL PLANTING SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH LOCALLY ACCEPTABLE PRACTICE. 8. LAYOUT OF TREES: ALL TREES (24" BOX SIZE AND LARGER) SHALL BE PLACED IN THE LANDSCAPE PER THE DIRECTION OF THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. THE TREES SHALL THEN BE MOVED SO THAT PLANTING HOLES CAN BE EXCAVATED AND AMENDED. THE TREES SHALL THEN BE INSTALLED IN THEIR RESPECTIVE HOLES AND POSITIONED IN THE HOLES PER DIRECTION OF THE LANDSCAPE ARCHITECT. C. LAYOUT PLANTING: LOCATIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT. ALL CONTAINER PLANTS SHALL BE SET BY THE CONTRACTOR IN THEIR FINAL LOCATION IN THEIR RESPECTIVE CONTAINERS PRIOR TO DIGGING HOLES AND/OR PLANTING. ALL_ PLANT LOCATIONS SHALL BE CHECKED FOR POSSIBLE INTERFERENCE WITH EXISTING UNDERGROUND UTILITY LINES. D. BACKFILL FOR TREES AND SHRUBS: SHALL.BE AS SPECIFIED IN SECTION 2.03. IF ARTIFICIAL DRAINAGE IS REQUESTED, THEN DRAINS SHALL BE INSTALLED FIRST, THEN BACKFILLED WITH SOIL. E, DISPOSAL OF EXCESS SOIL AND DEBRIS: ALL EXCESS EXCAVATED SUBSOIL, ROCKS AND DEBRIS SHALL BE LEGALLY DISPOSED OF OFF THE SITE BY THE CONTRACTOR AT HIS COST OR UTILIZED ON THE SITE AS DIRECTED BY AND AT THE OPTION OF THE LANDSCAPE ARCHITECT. 3.06 PLANTING TREES, SHRUBS AND VINES ----,-----,,-.-7., A. SCJIL MOISTURE LEVEL PRIOR TO PLANTING SHALL BE NO LEi~s T8AN, HORTICUL TU RALLY ACCEPTABLE. THE CONTRACTOR SHALL REQUEST APPROVAf:OF MOISTURE, AND IF FOUND TO BE I,·,·. ,_ ... ,._ INSUFFICIENT FOR PLANTING, THE PLANTING PITS SHALL BE FILLEQ WITH WATER AND ALLOWED TO DRAIN BEFORE STARTING ANY PLANTING OPERATIONS. ·"''' w, •· ,:,,, .. '''·' B. ALL EXCAVATED HOLES SHALL HAVE VERTICAL SIDES WITH ROUGHENED SURFACES AND SHALL BE OF THE MINIMUM SIZES INDICATED ON DRAWINGS. HOLES SHALL BE IN ALL CASES LARGE ENOUGH TO PERMIT HANDLING AND PLANTING WITHOUT INJURY OR BREAKAGE OF ROOT BALLS OR ROOTS. C. EXCAVATION SHALL INCLUDE THE STRIPPING AND STACKING OF ALL ACCEPTABLE SOIL ENCOUNTERED WITHIN iHE AREAS TO B.E EXCAVATED FOR PLANT PITS AND PLANTING BEDS. PROTECT ALL AREAS THAT ARE TO BE TRUCKED OVER AND UPON WHICH SOIL IS TO BE TEMPORARILY STACKED PENDING ITS RE-lJSE FOR THE FILLING OF HOLES, PITS AND BEDS. D. PLANTS SHALL BE REMOVED FROM CONTAINERS IN SUCH A MANNER THAT THE BALL OF EARTH SURROUNDING THE ROOTS IS NOT BROKEN, AND THEY SHALL BE PLANTED AND WATERED IMMEDIATELY AFTER THE REMOVAL FROM THE CONTAINERS. E. THE PLANTS SHALL 13E PLANTED AT APPROVED LOCATIONS WITH THE HERETOFORE SPECIFIED AMENDMENTS AND SOIL PLANTING BACKFILL. F. BACKFILL SHALL BE PLACED AT THE BOTTOM OF EACH HOLE AND THOROUGHLY WATERED AND COMPACTED TO A DEPTH SO THAT WHEN A PLANT IS PLACED IN THE HOLE, ITS ROOT CROWN IS SLIGHTLY ABOVE THE ESTABLISHED FINAL GRADE, AND UNLESS OTHERWISE NOTED SHALL BE RAISED OR REPLACED AS DIRECTED BY THE OWNER'S REPRESENTATIVE. G. PLANTING TABLETS SHALL BE PLACED IN EACH PLANTING HOLE AT THE FOLLOWING RATES AND -PER THE-MA_NUFACTURER'S RECOMMENDATIONS.; -------- 1 -5 GRAM TABLET PER INDIVIDUAL LINER AND FLAT SIZE PLANT. 1 -21 GRAM TABLET PER GALLON CONTAINER. 3 -21 GRAM TABLETS PER 5 GALLON CONTAINER. 4 -21 GRAM TABLET PER 15 GALLON CONTAINER. 1 -21 GRAM TABLET PER EACH 4 INCH BOX SIZE. RANDOM TESTING TO VERIFY PLANTING TABLET INSTALLATION SHALL BE CONDUCTED BY THE OWNER'S REPRESENTATIVE., H. NO PLANT WILL BE ACCEPTED IF THE ROOTBALL IS BROKEN OR CRACKED, EITHER BEFORE, DURING, OR AFTER THE PROCESS OF INSTALLATION. I. ALL PLANTS SHALL BE THOROUGHLY WATERED TO THE FULL DEPTH OF EACH PLANTING HOLE IMMEDIATELY AFTER PLANTING. K. GUYING: ALL TREES AND OTHER PLANTS INDICATED ON THE PLANS SHALL BE GUYED AS DETAILED. L. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE AND SUBSURFACE DRAINAGE REQUIRED WHICH MAY AFFECT HIS GUARANTEE OF THE TREES, SHRUBS AND VINES. M. PRUNING AFTER PLANTING SHALL BE REQUIRED ON ALL TREES, SHRUBS, AND VINES WHEN NECESSARY TO PROVIDE THE SPECIFIED OR APPROVED STANDARD SHAPES, FORM AND/OR SIZES CHARACTERISTIC TO EACH. PLANT. PRUNING MAY INCLUDE THINNING, TOPPING, AND/OR CUTTING AND SHALL BE UNDER THE DIRECTION OF THE LANDSCAPE ARCHITECT. CUTS OVER 3/4°INCH IN DIAMETER SHALL BE PAINTED WITH AN APPROVED TREE SEALANT. N. ALL TREES 24" BOX AND LARGER SHALL BE SPOTTED. 3.07 PLANTING GROUNDCOVER ' A. GROUNDCOVERS SHALL BE PLANTED IN THE AREAS INDICATED ON THE PLANS AND SHALL BE FREE OF SURFACE ROCK OVER 2" IN DIAMETER AND DEBRIS, B. IF iHE TOP FOUR (4) INCHES OF SOIL IN THE AREA TO BE PLANTED IN GROUNDCOVER IS NOT SUFFICIENTLY MOIST (HORTICULTURALLY ACCEPTABLE STANDARDS), THE AREA SHALL BE THOROUGHLY IRRIGATED AND NO LESS THAN TWELVE HOURS SHALL PASS BEFORE PLANTING. C. GROUNDCOVER PLANTS SHALL BE GROWN IN FLATS. VARIETY INDICATED ON THE PLANT LIST. FLAT GROWN PLANTS (ROOTED CUTTINGS) SHALL REMAIN IN THOSE FLATS UNTIL TRANSPLANTING. THE FLATS SOIL SHALL CONTAIN SUFFICIENT MOISTURE SO THAT IT WILL NOT FALL APART WHEN LIFTING THE PLANTS. PLANTS SHALL BE PROTECTED AT ALL TIMES TO PREVENT DRYING OF THE ROOT BALL. D, GROUNDCOVERS SHALL BE PLANTED IN STAGGERED, RANDOM ROWS AND EVENLY SPACED UNLESS OTHERWISE NOTED AND AT INTERVALS CALLED OUT IN THE DRAWINGS. E. THE SIZE OF PLANTING EXCAVATION FOR GROUNDCOVER SHALL BE AT LEAST TWICE THE DEPTH OF THE ROOT BALL. , , F. EACH PLANT SHALL BE PLANTED IN A MANNER THAT WILL ENSURE MINIMUM DISTURBANCE OF THE ROOT SYSTEM, BUT IN NO CASE SHALL THIS DEPTH BE LESS THAN TWO NODES. EACH GROUNDCOVER PLANT SHALL BE PLANTED WITH ONE 5 GRAM PLANTING TABLET INCORPORATED INTO THE ROOT ZONE. PLANTING AREA SHALL BE HAND-SMOOTHED AFTER PLANTING TO PROVIDE AN EVEN _AND SMOOTH f'INAL FINISHED GRADE. TO AVOID DRYING OUT GROUNDCOVER, PLANTS MUST BE IRRIGATED AFTER PLANTING. THIS MAY BE DONE MANUALLY OR BY USING THE INSTALLED • IRRIGATION SYSTEM. RE:PEATED APPLICATIONS MAY BE REQUIRED, ESPECIALLY ON A SLOPING SITE. THIS INITIAL IRRIGATION SHALL CONTINUE UNTIL A ZONE AT LEAST TWICE THE DEPTH OF EACH HOLE IS THOROUGHLY MOISTENED. 3.10 POST FERTILIZATION ,, IP >1 ----------------~--_, . ' A. TREES -POST FERTILIZATION SHALL OCCUR AT 100 DAY INTERVALS AFTER PLANTING. BORE HOLES AROUND DRIPLINE (VARIOUS DEPTHS) AND APPLY FERTILIZER AT THE RATE OF 1 LB. PER 1" CALIPER IN HOLES. FERTILIZER SHALL BE WIL-GRO 14-7-3. 8. SHRUBS -POST FERTILIZATION SHALL OCCUR 60 DAYS AFTER PLANTING AND APPLY FERTILIZER AT THE RATE OF 1 TEASPOON PER EACH 1 GALLON PLANT AND 1 TABLESPOON PER 5 GALLON PLANT. FERTILIZER SHALL BE (14-7-3) WIL-GRO OR APPROVED EQUAL. C. GROUNDCOVER AND LAWN AREAS -POST FERTILIZATION SHALL OCCUR 60 DAYS AFTER PLANTING AND APPLY FERTILIZER AT THE RATE OF 7 LBS/1,000 S.F. FERTILIZER SHALL BE (14-7-3) WIL-GRO OR APPROVED EQUAL D. ALL PLANTED AREAS SHALL RECEIVE NAIAD WETTING AGENT, 40Z. PER 1,000 S.F. 45 DAYS AFTER THE START OF THE MAINTENANCE PERIOD. 3.11 GENERAL MAINTENANCE AND ESTABLISHMENT PERIOD A. GENERAL:MAINTENANCE OPERATIONS SHALL BEGIN_ IMMEDIATELY AFTER EACH PLANT IS PLANTED AND SHALL BE KEPT IN A HEALTHY, GROWING CONDITION BY WATERING, FERTILIZING, PRUNING, SPRAYING, WEEDING AND ALL OTHER NECESSARY OPERATIONS OF MAINTENANCE. ALL AREAS SHALL BE KEPT FREE OF WEEDS AND NOXIOUS GRASSES AND CLEAN AND FREE OF ROCKS, CLODS, AND DEBRIS. ALL PAVING AND WALKS SHALL BE KEPT CLEAR, CLEAN AND WASHED DOWN. B. ESTABLISHMENT PERIOD: TREES, SHRUBS, VINES AND GROUNDCOVERS -THE ESTABLISHMENT PERIOD SHALL BEGIN ON THE DATE THAT THE CONTRACTING OFFICER INSPECTS AND GIVES WRITTEN PROVISIONAL ACCEPTANCE OF THE WORK AND SHALL BE NINETY (90) CALENDAR DAYS. THE ESTABLISHMENT PERIOD MAY BE EXTENDED OR SHORTENED AT THE DISCRETION OF THE LANDSCAPE ARCHITECT. C. MAINTENANCE .OPERATIONS: PLANTS SHALL BE KEPT IN A HEALTHY, GROWING CONDITION BY WATERING, PRUNING, MOWING, RESEEDING, ROLLING, RESODDING, TRIMMING, EDGING, FERTILIZING, RESTAKING, PEST CONTROL, SPRAYING, WEEDING AND ALL OTHER NECESSARY OPERATIONS OF MAINTENANCE. PLANTING BEDS SHALL BE KEPT FREE OF WEEDS, GRASS AND OTHER UNDESIRED VEGETATIVE GROWTH, AND LAWN AREAS SHALL BE KEPT FREE FROM ALL WEEDS. DURING THE SPECIFIED MAINTENANCE PERIOD, ALL PLANTS THAT ARE DEAD OR SEVERELY DISTRESSED SHALL BE REPLACED IMMEDIATELY. All SEASONAL COLOR, ANNUALS OR PERENNIALS SHALL BE MAINTAINED IN A VIGOROUS, HEAL THY CONDITION THROUGH THE MAINTENANCE PERIOD. D. EXTENDED MAINTENANCE: WHEN, IN THE OPINION OF THE LANDSCAPE ARCHITECT, THERE is IMPROPER MAINTENANCE, POOR OR UNHEALTHY CONDITION OF PLANT MATERIALS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL MAINTENANCE OF THE WORK AT NO ADDITIONAL COST TO THE CONTRACT UNTIL ALL THE WORK IS ACCEPTABLE. E. PROTECTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE PROTECTION OF ALL PLANTING AREAS AGAINST. TRAFFIC OR OTHER USE BY ERECTING FENCING OR OTHER ACCEPTABLE MEANS IMMEDIATELY AFTER THE PLANTING IS COMPLETED. WARNING SIGNS AND BARRICADES SHALL BE PLACED IN VARIOUS HIGH-TRAFFIC AREAS. DAMAGED AREAS SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR. F. WEEDING AND CULTIVATING: ALL TREE, SHRUB, GROlJNDCOVER AND HYDROSEEDED AREAS SHALL BE KEPT FREE OF DEBRIS AND WEEDS. GROUNDCOVER AND SHRUB AREAS SHALL BE KEPT FREE OF DEBRIS AND WEEDS. GROUNDCOVER AND SHRUB AREAS SHALL BE CULTIVATED AT INTERVALS OF NOT MORE THAN FOURTEEN (14) DAYS MINIMUM. G. REPlACEMENT: DURING THE MAINTENANCE PERIOD, PLANTS WHICH DIE OR WHICH ARE IN AN UN HEAL THY OR BADLY IMPAIRED CONDITION SHALL BE REPLACED BY THE CONTRACTOR WITHIN FOURTEEN (14) DAYS AFTER. UNSATISFACTORY CONDITION IS EVIDENT. NO REPLACEMENT OF PLANTINGS SHALL BE MADE IN ANY SEASON DEFINITELY UNFAVORABLE FOR PLANTING. AT THE CONCLUSION OF THE MAINTENANCE PERIOD, THE LANDSCAPE ARCHITECT WILL MAKE AN INSPECTION OF THE WORK TO DETERMINE THE CONDITION OF ALL PLANTS. ALL UN HEAL THY PLANTS SHALL BE REMOVED FROM THE SITE AND REPLACED WITH PLANTS OF THE SAME KINDS AND SIZES AS ORIGINALLY SPECIFIED. SUCH REPLACEMENT SHALL BE MADE IN THE SAME MANNER AS SPECIFIED FOR THE ORIGINAL PLANTING AND AT NO EXTRA COST TO THE OWNER. H. ACCEPTANCE: AT THE CONCLUSION OF THE MAINTENANCE PERIOD, AN INSPECTION SHALL BE MADE BY THE LANDSCAPE ARCHITECT, _UPON WRITTEN NOTICE REQUESTING INSPECTION BEFORE ACCEPTANCE. MAINTENANCE PERIOD SHALL CONTINUE UNTIL ALL DEFICIENCIES ARE CORRECTED. * * * * * PUD 15-05, SOP 15-05, CDP 15-10, MS 15-03, AV 15-03 APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE___ EXP.--~-DATE REVIEWED BY: INSPECTOR DATE PLANTING SPECIFICATIONS 1------+---·___,_ 11 \--------+----+------t--.-----+------t ~3 CITY OF CARLSBAD ~5 ~ PLANNING DIVISION ~ JAMES P. BENEDETTI LANDSCAPE ARCHITECT 4403 MANCHESTER AVE., SUITE 201 ENCINITAS. GA 92024 760/479-0644 FAX 760/479--0645 ~L=A==N=Ds=c=A"P==E==IM===P==R=o v==E==M=E:::N:::T;::':P==L=A=N==s=F==O::::R:::::==="----===~ 165 PINE AVE CONDOMINIUMS CARLSBAD, CA 92008 o-----+-----+---------------+-----+-----+-----+------, I-AP-PR_o_vE_D:~/42,,_~~.,. ~\ _Gr-~~-~~\ 4r~-- . _ PLANNING DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: CHKO BY: __ _ RVWD BY: PROJECT NO. PUD-15-05 DRAWING NO. 488-9L ' ' ' -____ ..,;1._,_..n_..,...,,.._..,,.....,11,..e--••..,:::..c"'m'"""'mm.....,..,.._,.., __ ..,.,,..;rc-""21 ... , ... 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"""li PUD 15-05, SOP 15-05, CDP 15-10, MS 15-03, AV 15-03 RAMP *'"~'""" lEx1sT CURB ' EXIST WA7ER VALVE---~~ --w----w----w---=---•---- .-~ EXIST 8• ACP WA 7ER EXIST 8• VCP SEl\fR f'l-------!lj_ PER DWG 159-9 PER DWG 118-9 l EXIST 5• ACP WA~ PER DWG 159-9 nr w--w-GA~FIEL~ ~T~IET w--w--w--w--w--w I I I-Ex1sT 4• ACP WA7ER • • PER DWG 159-9 EXIST CURB & GU I I I I TC 56 26 (FL 5510) FL 55 65 ST TRANSFORMER°r= - w ::> z w ~ w z -0... fh FIELD CHANGE 1-1 -17 • • I FL ls 57 JI~ (FL 5536) r--~ I I I I • • I I I I • • I I I I I I I I I [/ • • TC 5472 I I FL5436 I I (FL 54 26) • • I ~ I I • • I I TS5620 I I TS5570 • • TS 5520 J I FS 5394 TS 5470 - . ' .. • I ® • 54,!J.J 0P0S no o o· EXIST CU '8 & 'IGUT7ER ,- 1 J:.;FS1._.;52,!3.f!l0!!-\j--~t,II--!!! • ,FS5363 I I TS5420 TC 53 34 I l(FL5289} .------+----r TC 52 80 ------r--"~ I I (FL 52 72) nv 5620 w ;I: I': 1 • TC 26 • I I • I CURB TC 52 42 FL 52 34 ,.h. \ • • ,/ • • • ii ' • • ~ I • f• • • • • I " • IDlU • • ')F==:;;=:==1 ' ·.1 ~ L • • • tj-- 1 I I • • • I I I @ V$ED 2 [llJJJS_ ,,,--,A GE 2 '{IEE=] ~-~5! V \ / -. I --EDGE OF EXISTING BUILDING ' EXIST DRIVEWAY I ' ' • • • • • • • • • ' ~ I • .. s !>-1 ----s- • • I I I I I I I I I I GAF , I -~ r < 46 0TG • 5 I EXIST UNDER DRAIN l EXIST DRl\'EW, Y I •• & FIELD CHANGE 1-10-17 ' ' -i~ 54 48 • • ' • • • •• • • APN 204-124-55 EXIST. CONDOMINIUM @~ 1g=. s+z+ iuwiii1tulo 20 Jff;; 4io _ =tr& a• 44$0 &PS al _ SCALE· 1"=10'-0" JAMES P. BENEDETTI LANDSCAPE ARCHITECT 4403 MANCHESTER AVE , SUITE 201 ENCINITAS, GA 92024 760/479-0644 FAX 760/479-0645 • • -- EXIST P0l'ifR POLE • • • • • • • • LIGHTING PLAN SYMBOL LIGHT SPECIFICATION QTY BULB & WATTS + SPJ PATH LIGHT LED SPJ-SQ100-1-MBR 10 24 W FINISH MATT BRONZE ) KICHLER LED -LED TAPE IP67 3200K 10ft WI-I 3 40 W FINISH WHITE 310H32WH (White) SPJ ACCENT LIGHT 0 LED SPJ-GDG-30W-RC 4 FINISH RAW COPPER 24 W [I] SPJ DIGITAL TRANSFORMER 1 300W LUXOR LX LIGHTING CONTROLLER MODEL NO SPJ-FL-300 & FIELD CHANGE 1-10-17 I AM FAMILIAR WITH THE: RE:QUIRE:I.IENTS FOR I..ANDSr:APE: AND IRRIGAT1ON Pl.ANS CONTAINED IN THE CITY OF CARLSBAD'S WATER EFFICIENT I..ANDSr:APE: RE:GULAT10NS I UNDERS1'AND THAT CONSTRUcnON DRAWINGS ARE: TO BE: PREPARED IN COMP™HCE: WITH THOSE REGULAT10NS AND THE: I..ANDSr:APE: MANUAL I CERTIFY THAT THE: Pl.ANS I«~ BEEN PREPARED IMPI.EMENTING THOSE: RE:GULAT10NS TO PROVIDE: EFFICIENT USE: OF WATER BY ---===:c-------'""TE:: J./22/16 PREPARER "AS BUil T" APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. RCE ___ EXP ____ DATE REVIEWED BY INSPECTOR DATE 110 17 JPB 1 FIELD CHANGE >2 41 .,.,,,,.~ fsHmll ,~ t--f-----j------------+----+----+---l--l lli1 CITY ~INGCDl~M'BAD I~ 1---t---+-----------------1'------+-----1-------l----l LANDSCAPE IMPROVEMENT PLANS FOR DATE INITIAL DA TE INl11AL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 165 PINE AVE CONDOMINIUMS CARLSBAD, CA 92008 APPROVED PLANNING DWN BY PROJECT NO DRAWING NO CHKD BY __ _ RVWD BY PUD-15-05 488-9L LIGHTING CALCULATIONS TRANSFORMER NO. 1 WIRE/RUN INFORMATION FORMULA. FOB VOLTAGE DROP TO FIND TOTAL WATTS WIRE # OF INDIV. TOTAL AMP X DISTANCE X RESISTANCE VOLTAGE DD TAP AMP X TAP TOTAL = RUN# SIZE FIXTS WATTS WATTS LOAD X2 PER FOOT DROP 12 REQ'D LOAD REO'D WATTS (WATTS (BASED ON TYP (TOTAL OF DIVIDED WIRE SIZE) FIXTURE BY 12) LOAD + WIRE_ LOAD) 1 12 # # # # X # X 0.00162 = # 12 # # X # # X X = 12 X ' ' X X = 12 X X X = 12 X X X = 12 X ' ' ' X X = 12 X 12 WIRE = 0.00162 tESISTANCE PER FOOT) ADD TOTAL WATTAGE TO # 10 WIRE = 0.00108 RESISTANCE PER FOOT) DETERMINE TRANSFORMER SIZE 8 WIRE = 0.00064 (RESISTANCE PER FOOT) TRANSFORMER NO. 2 ' WIRE/BUN INFORMATION FORMULA. FOB VOLTAGE DROP TO FIND TOTAL WATTS WIRE # OF; I INDIV. TOTAL AMP X DISTANCE X RESISTANCE VOLTAGE DD TAP AMP TAP .TOTAL = X REO'D RUN# SIZE FIXTS WATTS WATTS LOAD X2 PER FOOT DROP 12 REQ'D LOAD WATTS (WATTS BASED ON TYP-TOTAL OF DIVIDED WIRE SIZE) FIXTURE BY 12) LOAD + WIRE LOAD) 1 12 # # # # X # X 0.00162 = # 12 # # X # # X X = 12 X X X = 12 X X X = 12 X X X = 12 X ' -- X X = 12 X 12 WIRE = 0.00162 ~RESISTANCE PER FOOTl ADD TOTAL WATTAGE TO # 10 WIRE = 0.00108 RESISTANCE PER FOOT DETERMINE TRANSFORMER SIZE 8 WIRE = 0.00064 (RESISTANCE PER FOOT) I TRANSFORMER A SCHEMATIC OF TRANSFORMER, AND LIGHT FIXTURES ' LIGHTING/ELECTRICAL KEY SYMBOL ITEM DESCRIPTION FX LUMINAIRE LUXOR ZD LIGHTING TRANSFORMER TYP, 12 VOLT TRANSFORMER TO BE WALL MOUNTED AT OWNER APPROVED 120 VOLT INTERIOR OR EXTERIOR OUTLET. AVAILABLE SIZES ARE: lm,l 100 WATT. OR 300 WATT. ~ ' ss TO ILLUMINATE THE FOLLOV.,NG ZONE(S). 1. --------------------- 2. ~ ____ ss _________ _ TO ILLUMINATE THE FOLLQV.,NG ZONE(S). 1. --------------------- 2. ~ ----ss-------~-- SYMBOL /VVV\ TO ILLUMINATE THE FOLLOV.,NG ZONE(S). 1. --------------------- 2. ------~-----~-,~,--,~'-~~----- ,·,':, ,: ' ,, .. _:) ' ,. ~!H? ·!,.,.. MANUAL S\IHCH TO ACTIVATE 120 VOLT LIGHT FIXTURE(S) PER PLAN. ELECTRICIAN TO INSTALL PER CODE IN OWNER APPROVED LOCATION. IN OWNER APPROVED LOCATION. i :!i.(!)' '"°'}:Ji!,-; :' :,_-1.f: S\\1TCH f1 0 S\\1TCH fl. 0 SWITCH fJ 0 FULLY AUTOMATIC REMOTE CONTROL CONSOLE: FOR SV.,MMING POOL AND/OR SPA PROJECTS: "AQUA LINK" SYSTEM TO BE BID AS OPTION. ELECTRICIAN TO INSTALL PER CODE. OWNER TO APPROVE INSTALLATION LOCATION. BID: "AQUA LINK": RS------ ITEM DESCRIPTION BURIED ELECTRICAL CONDUIT TO BE INSTALLED @ MIN. 24" DEPTH PER CODE. BURIED LOW VOLTAGE CABLE IN 1" PVC SCHEDULE 40 SLEEVE UNDER PAVEMENT@ 12" DEPTH MINIMUM. PROPOSED ELECTRICAL DUPLEX OUTLET W/ GFI INSTALLED PER CODE AND APPROX. LOCATION PER PLAN. .___/ BURIED CU 12-2 LOW VOLTAGE CABLE W/ 3' LOOP @ EACH FIXTURE 18" MIN. DEPTH (NO CABLE SPUC1NG). NOTE: 00 NOT EXCEED MAX. ALLOWABLE VOLTAGE PER CIRCUIT PER MANUFACTURER SPECIFICATIONS. (j)@@ ETC. 12 V LIGHTING -V.,RING CIRCUIT TO SPECIFlC TRANSFORMER TAP- (REFER TO CALCULATION TABLE) :1( Signoture 1., en Date 9/30/16 ate3221 OF CALI<- SUPPLIER LIST FOR TECHNICAL SUPPORT AND/OR PRODUCT INFORMATION CONTACT: FX LUMINAIRE TEL: 760-744-5240 WWW.FXL.COM CORPORATE DIRECT: 619-212-7770 RAUL@fXLCOM RAUL Av1LA LIGHTING/ELECTRICAL NOTES 1. ALL WORK TO BE WARRANTED (PARTS & LABOR) FOR A PERIOD OF 1 YEAR FROM DATE OF COMPLETlON OF PROJECT. 2. ALL STANDARD ELECTRICAL WORK TO BE INSTALLED PER ALL PREVAILING CODES ANO CERTIFIED BY -A LICENSED ELECTRICIAN. 3. OWNER TO BE GIVEN COST ESTIMATES FOR THE FOlLOV.,NG SYSTEMS UPON REQUEST: 4. A. MOTION DETECTORS. 8. AUXILIARY SWITCHES ANO OUllETS. C. MANUAL SWITCHES D. DIRECT WIRE JNTO PROPOSED STRUCTURES (BBQ'S, PATIO COVERS, DECKS ... ) ALLOW O'M'-IER THE TIME TO EVALUATE LIGHTING AT NIGHT TO INSURE COMPLETE SATISFACTION. TaskWork LED Tape Light 24 Volt DC O_wtdoor VVet Lo;;ation V1/hite & Single Colors PrOJect:_ ½,oce.tion: i-1<3 !J2$i ~Jr,:1>]1~~)l~;.r;1 il-·;c;;;E~~~-:~~~Jii~fN f filr),;:~:J1~~~~,JI~ PrOfe_esi_Otr_al ;\jr,e.dEl 24,,,Plt LE_D .Tape.Light fl i:,:,,vpec;1:Eid'llfe 5o/ioo hrs flt WO * Flill'{dinim85ie wl'len Used ~vLth dihlrriE'J.:ils f?dwf:Jr,:;;uppiy' ?.866.tl.ons,Coh tonnebt t9gethe,r l;!1)~~to~end.:9r Q1;;1,l1Sed i1idi1Adut1lly + -!Bpe coo be' tut-eve1y4'.'0t!t the end of a run + Onq3·tfipEt·l11;1s bMn cut', the:excess ca11n9t be·reuSed +\I i~1i 1MNHB profei:;slonal grade adhesive backit1Q_ for an easy peel-and•stick •installation ,-UL 0Lltdo6r \,vet 10.CE\tion rate.d * IP67 ReJed 1,i!ico~e-ai:id .PVG·.COMitiQ_ whb UV in\1ibitors. Pre-inStall.ed wElterproof co1ii:"1$0toi's on either (3nd. 80+ (white lights only) G Hir;ili Powered LED-per 4; eeot_lon 120' Remote electronic. Class·2 trans.fom1er. I 20VAC Q0/601'.fa kipuf, 24\lb'() PLitt:'i'u.t.. FCC compliant, UL.& CUL listed, .UL 2-J08. and-1.8JEfv.:et locat!o1wate:d:, Rd HS cot11p!irui.UP6::i F~ated -: ~~~~-~~----' .. '' ·~-----~----~ 5_ year VVfll":r,anty. See WW\.V.Kk:tller.com for fl11[ y/BtrR11ty.(nformatio11 1 LIGHTING DETAILS + NOTES KiCHLER. 1 PUD 15-05, SOP 15-05, CDP 15-10, MS 15-03, AV 15-03 AP PRO VEO POR !RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OP PLANTING AREA. ~ 5 "AS BUil T" RCE___ EXP_____ DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD ~ PLANNING DIVISION 5 LANDSCAPE IMPROVEMENT PLANS FOR: 165 PINE AVE CONDOMINIUMS CARLSBAD, CA 92008 JAMES P. BENEDETTI LANDSCAPE ARCHITECT 4403 MANCHESTER AVE., SUITE 201 ENCINITAS, CA 92024 760/479-0644 FAX 760/479-0645 l--------,---1----~--------------1---+---+---+----1 I-A_P_P_R_o_vE_o_,_~/_<'7t_"-~-~~=~=--y_.,~ 4 tdl-e1t PLANNING DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: PROJECT NO. DRAWING NO. CHKD BY: PUD-15-05 488-9L RVWD BY: