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Home My WebLink AboutDWG 440-7M; PIP 04-03; VENTANA REAL PHASE II; 01-20L A DEVELOPER RIO SAN DIEGO PLAZA II MASTER, LLC 1525 FARADAY AVENUE, SUtTE 100 CARLSBAD, CA 92008 PH (760) 607-4282 VICINITY MAP ~ NORTH StTE NOTES: 1) INSPECTION PROCEDURES: N D s C A p E D E V E L 0 p M E LANDSCAPE CONSTRUCTION DRAWINGS OFFICE BUILDING CARLSBAD,CA ARCHITECT McARDLE ASSOCIATES ARCHITECTS 5838 EDISON PLACE, SUITE 100 CARLSBAD, CA 92009 PH (760)431-7775 KEYMAP ft, SCALE: N.T.S. NORTH SHEETS CP-1, IP-1, PP-1 & PP-3 Not a Part -~SHEETS CP-2, IP-2 PP-2 & PP-4 LANDSCAPE ARCHITECT LANDSCAPE DEVELOPMENT, INC. 1874 TANDEM WAY NORCO, CA 92860 PH (951) 371-9370 I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF THE WORK FOR THIS PROJECT, THAT I HAVE EXCERSIED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTANT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD ANO THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LAN SCAPING. BY: jJ_~-~ _ Date: ~ JJ-1. J~ei __ PR~ei N T ENGINEER OF WORK HUNSAKER & ASSOCIATES 9707 WAPLES STREET SAN DIEGO, CA 92121 PH (858) 558-4500 INDEX DRAWING TITLE T-1 TITLE SHEET CP-1 CONSTRUCTION PLAN CP-2 CONSTRUCTION PLAN CD-1 CONSTRUCTION DETAILS CD-2 CONSTRUCTION DETAILS CS-1 CONSTRUCTION SPECIFICATIONS CS-2 CONSTRUCTION SPECIFICATIONS IT-1 RECLAIMED WATER TITLE SHEET IP-1 IRRIGATION PLAN IP-2 IRRIGATION PLAN 10-1 IRRIGATION DETAILS 10-2 IRRIGATION DETAILS 18-1 IRRIGATION SPECIFICATIONS PP-1 TREE ANO VINE PLANTING PLAN PP-2 TREE AND VINE PLANTING PLAN PP-3 SHRUB PLANTING PLAN PP-4 SHRUB PLANTING PLAN PD-1 PLANTING DETAILS PS-1 PLANTING SPECIFICATIONS LP-1 SCHEMATIC LIGHTING PLAN SHEET# 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE --------- TITLE_ prcp.ared for: RIO SAN DIEGO Pf.AZA II MASTER, LLC!5.25 FARADAY AVENIJ!, SUITE 100 CARI..SBAP, CALIFORNIA 92008 (760) 607-4282 "AS BUILT" DATE -INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. 3) PRIOR TO THE START OF GRADING, THE APPLICANT OR APPLICANTS AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AS EACH LOCATION IS ACHIEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. E►IGIM5i~ SIGMAllJRi 69Pf.lQ\1iQ R6\f'l8\Jl:O BY! LOCATION OF PLAINTING REVIEWED BY: -FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "FINAL LANDSCAPE CERTIFICATION FORM". A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. "FINAL LANDSCAPE CERTIFICATION FORM" FAX TO: 760-944-8943 LANDSCAPE INSPECTION REQUEST PHONE LINE: 760-602-4602 2} ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEBSITE AT WWW.CI.CARLSBAD.CA.US/PDFDOC.HTML?PID=340 --------- 4) INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 5) PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHALL BE COMPLETLEY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. Crt<.h-:J• ENGINEERING PIAN 9/8/08 ss 9/26/08 ss I------- 02/13/09 .. 03124/09 ss ~ DATE INITIAi. ENGINEER Of WORK 7/10/t;"I AREAS. l-lECKER DATE 1st City Submittal and Bid Set -------------- 2nd Cily Submittal 3rd City Submittal I Final llid Set 8 ----------- DEH and C"' Submittal for •=•oval A --------------------- ~---- -- . --·-··--·- . -- DATE INITIAi. DATE INITIAi. REVISION DESCRIPTJON OTHER APPROVAL CITY N'POOVAL ------ INSPECTOR DATE Iii' ! CITY OF CARLSBAD PL\NNING DEPARTMENT fills1: 'c~,;;;::;:-.;::,~;.J· T-1 TITLE SHEET 1 , __ \ VENTANA REAL PH II 2171'. SAlK AV{NU( CARLSBAD, CALIFORNIA --------- I APPROVED ri.x~UI:~~~it I· I➔ ,.:,j l . PLANNING DATE IDWN BY: J'!,_ _ PROJECT NO. ,DRAWING NO. CHKD BY: ss P1P 04-03 ' 440-7M !Rvwo BY: ss ~I :1 I I ! i I ii I ,, ' I l --- • \ \ . \ --I r f f ~ \ 8"CURB FOR SWALF D/V[RS!ON Dr11111,ne: Z:,½~O.,.CT6½~0!"l ~Uonal½Vam•n.1 R•al !!½loloff./"'9 Ord\lli"l!:36½1..01-.-.N-~-CP-l.d.119 L.aycv1.. CID-I M 2"", 2,:l!H, '!,it,.,,, ◊ \ I I J • s-1 S-7 V ( ◊ L_, I I I I I I I I I• I I 17 I I I ---------____J --• ■ ------i • --------... C -1~1 L I PROPOSED I 20' PUBLIC I WTR ESkf'f I I '-1- V n : I I P-3 -~_. ST-1 P-1 II ~L..28-:!.7.J L _____ _ I I ,~-....... I I~ I I --_J t- W.1 ~ ' & I BLDG B FF=284.80 PAD=284.05 -l"_"'_ I \ I I I • I S--0 AUOh OMCJiE IE ---"""""' - '!!!I' -.,- _____ r-___ .,......., ___ _ LIMIT OF WORK BOULDER SCHEDULE 5YM80l DESCRIPTION BOULDER ALIGN freW"CON:JIIETEYaUC '""' ----I ..,,,. -·-'I!!!! APPROX.SIZE 1=1'x2' 2 = 2...5' x.3' 3 = 2.5' X 4.5' I I I I ~ ..... --"---""---"---'----"--"'--~~"-''-../'-"~ 0 10 20 40 NORTH SCALE: 1 "= 20'-0" P-2 INDOF PAYEIENT nPE () 7 \ w CONSTRUCTION LEGEND SYIIIIOL PAVING I P-1 I P-2 I P-3 WALLS I w.1 DESCRIPTION CIETAIUSHEET INffGIIAL COLOR CONCNE,E MANUFACTURER: o.+.VIS COLORS COi.OR: MESA BUFF -NO SEALER FINISHIPATTERN: MEDIUM WASH FINISH b, l!IILt..NC!u l!Nlll:Y ,,.:i EXISTING ~I.!.::,. MANUFACTURER: DAVIS COi.ORS ~ COLOR: MESA BUFF -'MTH GLOSSY SEALER FINISH/PATTERN: SEEOEU AGGRE~TE MANUFACTURER: COLOR; FINISH/PATTERN: SAY«:UT SCORELINES 36' O.C. EACH WAY 3 / 8" SALMON BAY AVAILABLE FROM KRC ROCK MATCH EXISTING DAVIS COLORS MESA BUFF -NO SEJlil EP i&, MEDIUM WASH FINISH lll!TMIIIIIG WALL(BY 01.-) REFER TO PRECISE GRADING PLAN BODY: SPLIT FACE BLOCK COLOR: TAN TO MATCH EXISTING 8UIL T IN ltAlt-8-'IUE C0UNTEt BODY: SPLIT FACE BLOCK COLOR: TAN TO MATCH EXISTING CAP: CAST IN PlACE, INTEGRAL COi.OR -(TBO) STAIN FINISH -(COLOR TBD) BBQ: REFRIGERATOR: SINK: SEAL N«J POLISH TURBO ELITE, S-IIURNER, STAINLESS STEEL STAINLESS STEEL DUAL COMPARTMENT STAINLESS STEEL SINK wm+ INSTA-tiOT '.w.TER, __.-,,.,---,.~-'""_...,,"-'-,.,--_,--,.,,-~...,..C~~~ll!fl~b-£.~ , HANO HELD SPRAYER STEPS I ST-1 ! INTEGRAL COLOR CONCNEiE lffl'1I 5" RISER WITH 18" TREAD COLOR: MESA BUFF -NO SEALER FINISH/PATTERN: MEDIUM WASH FINISH SITE AMENITIES 5-0 1 5-1 S-2 WATER FEAnlll:E CONTRACTOR TO PROVIDE DESIGN/ BUILD SHOP DRAWINGS FOR REVIEW AND APPROVAL BY OWl'IER IITILITIES (BY OTHERS) REFER TO PRECISE GRADING PLAN TRANSFORMER (BY OTHERS) REFER TO PRECISE GRADING Pl.AN A-EICO-t, C/CD-2 ,--t ~ I ~ FIRE HYDRANT (BY OTHERS) REFER TO PRECISE GRADING PLAN I '!!!l'-l, I- KEY MAP NT.S. 1t 9/6/06 9126/08 02/l3ro9 ll3rnl09 60 DATE w z ...J J: ~ ~ I s-s ! S-6 ! S-7 5-8 ! S-9 I S-10 ! I t, -j-, -, ~ ~ 7 ~I·_ ~~-r, I ' : RAH I II"--w....1-_ ~ 0 :1 l;IUIWING ~ I~ /_-/~ - ..... /--;r / ,I,"/✓ "' ~ nJ ,": "/4-".-,. -1"";:S-111 H'ff2= ~1',:,,.: ~ ~"-,( '///4 c_ .. 1st City &tmttal and Bid Set .. 2nd City Submttal ss 3rd City Slbritlal / Fnl Bid Sot L!l. .. DEH ard <>tv Slb!iltal for I:. INITIAL PIIECAST CONCRETE BOLLARD WI -P SIGN fa) MANUFACTURER: SAN DIEGO PRECAST MODEL: D121<1HS PRECAST CONCRETE BENCH (3) MANUFACTURER: OUICKCRETE MODEL: CLASSIC BENCH (02-Cl.S-72B) COLOR: TAN NOTES: MATCH EXISTING V-OITCH (BY OTHERS) REFER TO PRECISE GRADING PLAN LIGHTING (BY OTHERS) REFER TO PRECISE ELECTRICAL PLANS PRECAST ASHLESS SMOKE URN (t) MANUFACTURER: OUICKCRETE MODEL: HALO (0-STACK) COLOR: TAN NOTE: FINAL LOCATION TO BE APPROVED BY OWNER CONCRETE TRASH RECEPTACU (1) MANUFACTURER: QUICKCRETE MODEL: QR-CA1.2533W-A21· COLOR TAN NOTE: FINAL LOCATION TO BE APPROVED BY O.,.,,.ER W.ILBOXES -USPS ONI. Y (3)· PER OWNER APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLAINTING AREAS. ~~~·L~, ~ ._ * ,7 Dac:.11,1010 --- ............. RIO SAN DIEOO PIAZA I MASTER, l.LCt!5Z5 fNWIA'f AVIIIIA. SllTE 100 CAM..IIAD, CALll'ORNA 92008 (760) 607 .. 282 "AS BUILT" mtE DATE REVIEWED BY: INSPECTOR DATE ' ~ [ CITY OF CARLSBAD I ISHEETS I , l'l.Nill'lll'IG DEf'NTTMEfff a CP-1 CONSTRUCTION PLAN VENT ANA REAL PH II 2'15 Sllll( A'IMJE CJ«ISM), ~ 1::: M--.k LL-r-t.\\~ l ,-~-~ DATE OWN BY: 't'L PROJECT NO. DATE INITW_ DATE Nllllt_ CHKD BY: ss ENGINEER Of WORK REVISION DESCRIPTION OlttER APfflfJV/<J. Ct1Y Al'fflOV/<J. RY'M>BY: 86 I PlP 04-03 IIORA=MN<l , I 080309 .... ' a. u 1-w w :I: Cl') w w l I I I I I I • "' • -· • ..__ AUON WW C<.IM.AEIE .-«J( ..,,.....,__,._ • • • • • I I I I I I I I ----+---,--,--... I TOAEIMIN I .-=-r~I Cl') ~ --------- ' ~ ---------------------~ ~ w z :::i :I: i W-1 ~=---== 'I!!!!!' -'"!!a - i~,=~~--------'J'/O"E 47157' LIMITOFWORK Or,t1u.Ji"i!' z,•,;~OJ■C'!'l',;~~rt N.t~iQl'lill'':V..-i,-,, 1111•.tl ll½~"ij Dr•~•11LOl•'-'11N·F'C'·C!"'•l,d,,,,;i3 1,..,!Put, Cl"-~ AA ;,4, 200'?!, '!1,1,llffl L I I I I I I I I I T • I \ . . I I . I I ~ • I \ I ~ . Q -~ I o--t-";tt\,b . . I LIM To.:: WOR 4 . • • . . . V ;Qv' j< ' I \ :I I I I : \ I \ I I ' I I I! I I I i NORTH CONSTRUCTION LEGEND SYMBOL DESCRIPTION DETAILJSHEET PAVING ~ &. ~ P-1 INTEGRAL COLOR CONCRETE MANUFACTURER: DAVIS COLORS COLOR: MESA BUFF -NO SEALER FINISH/PATTERN: MEDIUM WASH FINISH a&. MATCH EXISTING P-2 ENHANCED ENTRY PAVIIIG ( MANUFACTURER: DAVIS COLORS COLOR: MESA BUFF -'MTH GLOSSY SEALER FINISH/PATTERN: SEEDED AGGREGATE SAWCUT SCORELINES 36" O.C. EACH WAY 3 / 8" SALMON BAY AVAILABLE FROM KRC ROCK MATCH EXISTING ,-.,.,-....--...--....-....-....-....-,~-------------~"-'"-''"v'""-'""-------------,.---,..----.,-'·---. ~ I P-3 CONCRETE STEPPERS A-BICD-2 ~ MANUFACTURER: DAVIS COLORS COLOR: MESA BUFF -NO SEALER FINISH/PATTERN: MEDIUM WASH FINISH -~~~-------------------------------------------------------------------------------------------------------------~-) WALLS I W-1 I W-2 RETAINING WALL (BY OTHERS) REFER TO PRECISE GRADING PLAN BODY SPLIT FACE BLOCK COLOR: TAN TO MATCH EXISTING BUILT IN BAR~ COUNTER BODY SPLIT FACE BLOCK COLOR: TAN TO MATCH EXISTING ~&. (~ CAP: CAST IN PLACE, INTEGRAL COLOR • (TBD) STAIN FINISH· (COLOR TBD) BBQ: REFRIGERATOR: SINK: SEAL AND POLISH TURBO ELITE, 5--BURNER, STAINLESS STEEL STAINLESS STEEL DUAL COMPARTMENT STAINLESS STEEL SINK 'MTH INST A-HOT WA /"'...-v-v-v--v--'V'"'V'"-V---V---V-'""~Gv"" G DI F U T D P SER, HAND HELD STEPS I ST-1 INTEGRAL COLOR CONCRETE STEPS 5" RISER 'MTH 18" TREAD COLOR: MESA BUFF • NO SEALER FINISH/PATTERN: MEDIUM WASH FINISH SITE AMENITIES I S--0 I S-1 S-2 S-3 I S--4 S-5 S-6 S-7 WATER FEATURE CONTRACTOR TO PROVIDE DESIGN / BUILD SHOP DRA'MNGS FOR REVIEW AND APPROVAL BY OWNER UTILITIES (BY OTHERS) REFER TO PRECISE GRADING PLAN TRANSFORMER (BY OTHERS) REFER TO PRECISE GRADING PLAN FIRE HYDRANT (BY OTHERS) REFER TO PRECISE GRADING PLAN PRECAST CONCRETE BOLLARD W/ HANDICAP SIGN (8) MANUFACTURER: SAN DIEGO PRECAST MODEL: D1214HS PRECAST CONCRETE BENCH (3) MANUFACTURER: QUICKCRETE MOOEL: CLASSIC BENCH (Q2-CLS-72B) COLOR: TAN NOTES: MATCH EXISTING V-DITCH (BY OTHERS) REFER TO PRECISE GRADING PLAN LIGHTING (BY OTHERS) REFER TO PRECISE ELECTRICAL PLANS A-E/CD-1 , C/CD-2 -~-'f:~3-,,..,_~P~~s~~~~~~~~~~-...,___,'--"'-• MANUFACTURER: QUICKCRETE S-9 I S-10 I MODEL: HALO (Q-STACK) COLOR: TAN NOTE: FINAL LOCATION TO BE APPROVED BY OWNER. CONCRETE TRASH RECEPTACLE (1) MANUFACTURER: QUICKCRETE MODEL: QR-CAL2533W-A21 COLOR: TAN NOTE: FINAL LOCATION TO BE APPROVED BY OWNER. IIAILBOXES -USPS ONLY (3) PER OWNER KEY MAP N.T.S. 1! 1 I BOULDER SCHEDULE SYMBOL DESCRIPTION APPROX. SIZE ~ 1=1'x2' BOULDER 2 = 2.5' X 3' 3 = 2.5' X 4.5' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLAINTING AREAS. fu ,.....p.an,d for: RIO SAN DIEGO PIAZA II MASTER. LLCl5Z5 PAii.DAV A\ll!NUI!, SUITE 100 CARL.AD, CALJf'OIINIA 92008 (760) 607-4212 "AS BUILT" TITLE _______ _ DATE REVIEWED BY: INSPECTOR DATE 9~!': : ~ c~ :,•rd 8ij s. , -rsRilll I CITY OF CARLSBAD ,_02_/13_/09-+ __ .. _. __ :lrd_ City &bmittaJ / FNI 8ij Set Zi,.------+---+--->---+--------1 l___!_j _ PlANNING DEPARTMENT 03/24/09 ss DEH and r'Jtv SoomitlBI for ......,oval.fJ. CP-2 CONSTRUCTION PLAN VENT ANA REAL PH II 2175 WK AVENUE CM.lSMD, CAIKlli'IA I APPROVED 11.:.k(~,~ 7, 1-l-.d'\ I : PLANNING DATE SCALE: 1 "= 20'-0" DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OWN BY: YI. L PROJECT NO. 1r:~~M~-1 DATE INITlAL DATE NTTAL CHKD BY; ss OTHER APPROVAL CITY APPROVAL RVWD BY: ss P1P 04-03 080309 CASCADING FALLS STACKED BOULDERS C WATER FEATURE-ELEVATION PERIMETER COOBLE 8" TO 12" DIA AVERAGE AROUND ENTIRE PERIMETER SKIMMER/ FILTER WATERLINE PUMP PLUMBING BOULDER PLACEMENT (2) LINERS/ WEED BARRIER AND TILLED BASE POND E WATER FEATURE -SECTION Dra:.w<n9, Z:, 1';PRO~!!CTSi,2"J.eu.f>ort "Jatio-,111,-,vi11n~lll'.I 1o<i11al I l\':Worl<.i.-,9 O-a\llin9t',1'"DI· VS,,:-PD-CC-•.cLJJ!:3 Lallaul., CD-I ,;~ :-4. ~O!Z/1, i i,a111 WEED BARRIER - UNDERLAYERMENT POND BOULDERS -SEE NOTE -~ ON CONSTRUCTION PLAN -2" -6" DIA. RIVER ROCKS N.T.S. 12" TILLED BASE W/ NO ROCKS OR SHARP OBJECTS . -\__ 90% COMPACTED SUBGRADE BIO-FALLS BOX STACKED BOULDERS --- CASCADING FALLS BOULDERS BEYOND I I I I I I I _____ _J N.T.S. 18" ; ; 1 . -" -fr-~-_:~,~.''-~-:~-~=~~ .r I ' ' . i--~ I f-----~--~-- 1---------,: ' ------=-=--=Tr--'--~--~~--1---------- ' • -I ,-----; ~ _ I i __ , :-r7_, _1 __ '------·11 1 ', :-"- Q] I BIO FALL ---.---4-i ••• B '--0' a ,--,-- SKIMMER BOX V ---_,, ________ _ UNDERWATER CAVE/TUBE 3 - 16'-m -- POND NOTES ' . ' ' ' --+-----~, ' 1. PLANT POCKETS ON VARIOUS LOCATIONS NEAR POND EDGE PER POND CONTRACTOR. 2. 4 UNDERWATER CAVES OR TUBES HIDDEN WITH ROCKS FDR FISH RETREATS. 3. (2) SKIMMER BOX (W/ PUMPS: SUBMERSABLE). 4. ESTIMATE OF GALLONS-AREA: 32'L X 4-W X 36'-48"0 = +/. 3.400 GAL 5. (2) BACKFLOW PREVENTERS. 6. (3) FILTERS PER BIOFALL. 7. (3) FILTERS PER SKIMMER 8. (2) BIOFALLS. 9. DOUBLE UNOERLAYMENT. 10. DOUBLE LINER. 11. CLEAN OUT DRAIN NEARBY PER POND CONTRACTOR. 12. HOSE BIB NEARBY PER POND CONTRACTOR 13. PUT SKIMMER BOX ON REARSIDE OF BIOFALL 14. NO PALM TO BE PLANTED WITI"'IIN 4•-0• OF POND. 15. MAXIMUM HEIGHT OF BIOFALL AREA TO BE 2'-6~, TOP OF ROCK. ENLARGEMENT WATER FEATURE PLAN 1/2" TO 1" BIRDSEYE BROWN PEBBLES LINING POND (2" DEPTH) BY KRC ROCK WATER LILY [ IN CONTAINER i J ;J, -WATER LINE ' _.,,_ __ - BOULDER SCHEDULE SYMBOi. DESCRIPTION BOULDER AFPROX. SIZE 1a1'x2' 2s2.5'x3' 3 = 2.5' X 4.5' a LARGE BOULDERS -=---------------~= (2) 45 MIL. LINERS WEED BARRIER UNDERLAYMENT 12" TILLED BASE - W/ NO ROCKS OR SHARP OBJECTS \_ 90¾ COMeACTSD SUBCRADE prep.are.I For: RIO SAN DIEGO Pv.zA II MASTER, LLCI525 FARADAY AVENUE, sune 100 CARLSBAJJ, CALIFORNIA 92008 (760) 607-4282 WATER FEATURE -SECTION N.T.S. APPROVED FOR PLANTING "AS BUILT" AND IRRIGATION ONLY, INCLUDING PRECISE TITLE DATE LOCATION OF PLAINTING REVIEWED BY: AREAS. INSPECTOR DATE 9/8/08 ss 1st City Submittal and Bid Set w I CITY-◊F CARLSBAD ISH~TS] 9/26108 ss 2nd City Submittal -----------& -------PLANNING DEPARTMENT 02113/09 ss 3rd City Submittal / Final Bid Set . -------- 03/24/09 ss DEH and Citv Submittaj__for Ap2roval A CD-1 CONSTRUCTION DETAILS -----------I----- -----VENTANA REAL PH II i 2175 SALK AVENUE CARLSBAD, OOFORNIA ··--~--·-- APPROVED i1~.llCcr-~,~ __ 7.1..f.c<3 PLANNING DATE ---- I------DWN BY: YL ----[ PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL ' . ------CHKD BY: ss P1P 04-03 440•7M ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ss j_ J...l!jill_ -j :I I ' '.f j i l l j l ' l l I I I I 1''11' I.,. J1 LEGEND (D GRANO TURBO BBQ, MOOEL I 354530. ® RECYCLE BIN, lWIN EAGLES -MOOEU TETO 1 ST. @ TRASH BIN, lWIN EAGLES -MOOEL # TETO 1ST. © DOUBL! DOORS, lWIN EAGLES -MODEL# TEAO 42-B. @ DOUBLE BURNER. lWIN EAGLES-MOOEL # TESB 132. ® DRAWERS, lWIN EAGLES-MOOEL I TESD-133-8. 0 BAR STATION, lWIN EAGLES-MOOEL # TEDB 18. (~) REFRIGERATED DRAWERS, MANUF. DCS-MOOEL #RF24-D. In\ El.KAY l'OD3322 33' STAINLESS STEEL SINK WITH INSTA HOT \~ & GARBAG! DISPOSAL.. @ LED CONTINUOUS LIGHTING, 'r FROM END. ® CMU W/ PLASTER FINISH TO MATCH BUILDINGS. @ CONCRETE COUNTER TOP, STAINED ANO SEALED. @ 4' TOE KICK. @ ELECTRICAL OUTLET. @ LOCKING GAS VALVE UNDER BBQ. @CATV. ® TIMER SWITCH. @ELECTRICM. ODNOUIT SUPPLY. ~~ FINISHED GRADE. ENLARGEMENT SCALE:Nfs PA .~Backside-}- to Outlet 3'-10' ' - ~ ELEVATION 3' if------------- 4" I ELEVATION t 4'-5 1/2' 2 1/2' SIDE ELEVATION PA 1 12' I 4•_4• ' ' 0 0 0 0 0 0 0 0 0 0 5' t 9 12 3•-5• t 6' 19 I ' 3' ~i-"?:-::':'::===;t{._~:-:;:-::::c=-:2 · · · ., -~ . . ... · .. ': :-.. ·~:.,.• .. . . ".:' . . :. - .. . . .... . . . . .. -·-·:: · .. =· . .. . ·. . .: -:··· --.... :. • •• :·,·: :.·. -~_:.·. _ .. ,.. •·.,.: \\N.\\Til\,11 • •• ;, t .. • .. : • ~ • I . ' . . .... ... • -i •, . . EQ 4 -}-Back side to OUtlet 'Z 3°-10• }!' froin I, I sink 1 EQ --+---------~----+----------------------------- PA . \"··· PLAN VIEW K CUSTOM BBQ •. . . ... 12' .. : '• . . .. . . . , •.· .. · -. . . .. . -... . ,. . . . ., ... . . . . . . . ... . . . ..... :· . . . .... . •.• · .. · ... ~.·. ... · .. ... · .. ... :-. . .. . ... · . ... : .. ·. ~ ..... · .,,--~12 -© 4' PA PA SCALE: 112" =1'--0" 0) FINISH GRADE ® BOULDER @ BURY 1/3 OF BOULDER © 90% COMPACTED SUBGRADE TO 12" DEEP NOTES: 1. APP ROXI MA TE SIZE AND LOCATION AS SHOWN ON Pl.AN. FINAL APPROVAL OF LOCATION, SIZE AND TYPE SHALL BE DETERMINED BY LANDSCAPE ARCHITECT OR OWNER. 2. ALL ROCK SHALL BE PLACED SO AS NOT TO IMPAIR THE SPRAY FROM IRRIGATION HEADS. 3. PLACE FLATTEST, WIDEST SIDE DOWN WITH APPROX. 1/3 OF ROCK BELOW FINISHED GRADE. C CONCRETE PAVING N.T.S. LEGEND (D ODNCRETE PAVING 2,500 PSI COLOR AND FINISH PER PLAN ® 6x8-10x10WWM. PULLUPTOCENTEROFCONCRETE ® 95% COMPACTED SUB-SOIL <I> FINISH GRADE ® BIO-BARRIER WHERE APPLICABLE 4 )--~ 5 >--~ ,:, ~~"' ~•l ~-' '' _, ' A CONCRETE PAVING • ,CC":--~-='il:'r::'~I, , • ]!,'I Ii:"'". F m=.11 .. , I EXPANSION JOINT I [ tl'.Xll.EO scciRELfr,,e--·] I SAWCUT SCORB.JNE I ~NED P\.ANE JOINT ] LEGEND 0 PAVlN<I PER PLAN• TYPE AND FJNISH PER Pl.AN ® FIBER EXPM'SION JOINT MATERIAL ® SEALANT-VULCAN OR l=QU!VALENT (COi.OR; TO BE DETER.MINEO} ({) 1/4" RADIUS, TYPICAi. ® FACEOFWAL.lORCURB• WHERE OCCURS @ 1/2"DEEPSAWCUT (i) 1trDEEPTOOI.EOSCORB.I~ @ 31ft' {PEDESTRIAN ACCENT PAVING) 1tr (DRIVEWAY PAVING) @ ~ DEEP SAWCUT ,,_ 1. REFER TO Pl.AN FOR LOCATIONS 2. EXPANSIONJOfNTSTOBe:AS SHOWN PER Pl.AN. BETWEEN eACK Of CORP AND PAVJl-«I, ADJACENT TO BUILDINGS. WALLS AND COLUMNS. 3. TOOLED SCORB.INES TO BE AT f INTERVAL$ UNLE$$ OTHERWISE NOra>. N.T.S. prep,.red for: RIO SAN DIEGO PLAZA II MASTER, LLC/525 FARADAY AVENUI!, SUITE 100 t-;,,-.,----------------------------------~-j.-,r;;,,----.;:------------------------------1/ CARlS8AO, CALIFORNIA 92008 D 8 CONCRETE PAVING JOINTS N.T.S. (760) 607-428Z APPROVED FOR PLANTING "AS BUILT" AND IRRIGATION ONLY, INCLUDING PRECISE TITLE DATE LOCATION OF PLAINTING REVIEWED BY: AREAS. INSPECTOR DATE 9/8/08 ss 1st City Submittal and Bid Set I SH5EET I CITY OF CARLSBAD IISH~TSI ---------- 9/26/08 ss 2nd City Submittal --1-------------------Pl.ANNING DEPARTMENT 02/13/09 ss 3rd City Submittal / Final Bid Set /il -------- 03/24/09 ss DEH and Cit; Submittal for AnnrovalA CD-2 CONSTRUCTION DETAILS - -----·-VENTANA REAL PH II 217S SALK AVENUE CARl5BAD, CALIFORNIA ---- APPROVED 11. ... .1 ~~-\t 1:1tAf(_-l ---------- PLANNING ----- - -· OWN BY: Yl PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL . -----CHKD BY: ss P1P 04-03 440•7M ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: M__ ___ CONSTRUCTION GENERAL NOTES A. BIDS, CONTRACTS, AND INSURANCE 1. EACH BIDDER SHALL INSPECT THE SITE BEFORE SUBMITTING HIS/HER BID. 2. THE OWNER RESERVES THE RIGHT TO REJECT ANY OR ALL BIDS. 3. THE OWNER RESERVES THE RIGHT TO LET OTHER CONTRACTS IN CONNECTION WITH HIS WORK. THE CONTRACTOR SHALL AFFORD OTHER CONTRACTORS REASONABLE OPPORTUNITY FOR THE EXECUTION OF THEIR WORK AND SHALL PROPERLY COORDINATE HIS WORK WITH THEIRS. 4. THE CONTRACTOR SHALL CARRY AND PAY FOR ADEQUATE LIABILITY AND COMPENSATION INSURANCE AND SHALL, IF REQUIRED, FURNISH THE OWNER WITH EVIDENCE TO THIS EFFECT. 5. THE OWNER SHALL HAVE THE RIGHT, PRIOR TO THE SIGNING OF THE CONTRACT, TO REQUIRE THE CONTRACTOR TO FURNISH BONDS COVERING THE FAITHFUL PERFORMANCE OF THE CONTRACT AND THE PAYMENT OF ALL OBLIGATIONS ARISING THEREUNDER, IN SUCH FORM AS THE OWNER MAY PRESCRIBE AND WITH SUCH SURITIES AS HE MAY APPROVE. IF SUCH BOND IS REQUIRED, THE PREMIUM SHALL BE PAID BY THE OWNER. B. PLANS AND PERMITS 1. ALL CONSTRUCTION SHALL BE ACCORDING TO CONSTRUCTION DOCUMENTS AND SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE U.B.C. 2. ANY WORK NOT ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES ANO LAWS SHALL BE REMOVED. 3. DO NOT SCALE DRAWINGS. USE DIMENSIONS INDICATED. 4. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE IMMEDIATE ATTENTION OF THE LANDSCAPE ARCHITECT AND CITY INSPECTOR. FAILURE TO DO SO WILL PLACE RESPONSIBILITY ON THE CONTRACTOR. 5. THE CONTRACTOR SHALL ARRANGE AND PAY FOR THE BUILDING PERMIT ANO EACH SUBCONTRACTOR SHALL ARRANGE ANO PAY FOR PERMITS FOR THEIR RESPECTIVE WORK. C. EXECUTION 1. CONTRACTOR TO VERIFY ON SITE ALL DIMENSIONS AND LOCATION OF ANY UNDERGROUND UTILITIES. 2. DEMOLITION ANO REMOVAL SHALL PROCEED ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT/OWNER. 3. CUT, CAP, OR PLUG, AS REQUIRED, THOSE UTILITY LINES SERVING THE AREA WITHIN THE PROJECT LIMITS. SURROUNDING SERVICE SHALL REMAIN UNINTERRUPTED DURING THE WORK PROGRESS. 4. CARE IS TO BE TAKEN NOT TO DEFACE, CRACK, OR DAMAGE ANY EXISTING STRUCTURES, FENCES, OR CONCRETE WORK. ALL DAMAGES TO BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 5. THE CONTRACTOR SHALL DO ALL CUTTING, FITTING, OR PATCHING OF HIS WORK THAT MAY BE REQUIRED TO MAKE IT COMPLETE AS SHOWN BY DRAWINGS AND SPECIFICATIONS. ANY COST CAUSED BY DEFECTIVE OR ILL-TIMED WORK SHALL BE BORNE BY THE PARTY RESPONSIBLE THEREFORE. 6. IT SHALL BE THE DUTY OF EACH SUBCONTRACTOR TO REMOVE HIS OWN RUBBISH FROM THE PREMISES AND KEEP THE JOB CLEAN AT ALL TIMES. HE SHALL PROTECT WORK OF ALL OTHER CONTRACTORS. 7. CONTRACTOR SHALL DAILY REMOVE ALL RUBBISH, SCRAPS, EXTRANEOUS CONCRETE AND HARDWARE FROM THE PREMISES AND KEEP THE JOB REASONABLY CLEAN AT ALL TIMES. CONTRACTOR SHALL THOROUGHLY CLEAN UP SITE ANO REMOVE ALL DEBRIS ANO EXTRANEOUS MATERIAL FROM THE SITE PRIOR TO FINAL APPROVAL. 8. THE CONTRACTOR SHALL, AT ALL TIMES, KEEP A COMPETENT FOREMAN ON THE JOB WITH A SIGNED/APPROVED SET OF LANDSCAPE PLANS WHO SHALL BE IN CHARGE OF THE ENTIRE WORK INCLUDING THE WORK OF HIS SUBCONTRACTORS. HE SHALL BE RESPONSIBLE FOR ITS ACCURACY. D. EXTRAS AND SUBSTITUTIONS 1. ANY EXTRAS TO BE APPROVED IN WRITING BY THE OWNER PRIOR TO ANY CONSTRUCTION. 2. THERE ARE TO BE NO SUBSTITUTIONS WITHOUT THE PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT AND THE OWNER E. PAYMENT 1. LIEN RELEASES FOR THE COMPLETE WORK SHALL BE SUBMITTED PRIOR TO PAYMENT FOR SAID WORK. MASONRY SPECIFICATIONS A. SCOPE OF WORK 1. THIS WORK SHALL CONSIST OF FURNISHING ALL LABOR AND MATERIALS FOR CONSTRUCTION OR INSTALLATION OF ALL LABOR AND STRUCTURES, ANO BRICK OR TILE AS DETAILED ON THE PLANS. 2. WORK INCLUDES THE INSTALLATION OF ANCHORS AND INSERTS REQUIRED FOR OTHER TRADES, REINFORCEMENT STEEL, CONCRETE BASES OR FOOTINGS, ANO STUCCO FINISHES. B, MATERIALS 1. REFER TO PLANS FOR SPECIFIC MATERIAL TYPES, COLORS, FINISHES, ETC. 2. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90, GRADE N-11, ANO THE REQUIREMENTS OF THE QUALITY CONTROL STANDARDS OF THE CONCRETE MASONRY ASSOCIATION; AS MANUFACTURED BY ORCO BLOCK, OR EQUAL. 3. PORTLAND CEMENT SHALL CONFORM TO ASTM C150, TYPE I OR TYPE II, LOW ALKALI. USE ONLY ONE BRAND THROUGHOUT WORK. PROVIDE WHITE CEMENT AS REQUIRED FOR USE IN COLORED MORTAR. 4. HYDRATED LIME SHALL CONFORM TO ASTM C207, TYPES, AND CONTAINING 95% BY WEIGHT OF CALCIUM OXIDE. 5. AGGREGATES SHALL CONFORM TO ASTM C144. a. SAND SHALL CONSIST OF FINE GRANULAR MATERIALS (NOT LESS THAN 5% PASSING NO. 8 SIEVE) COMPOSED OF HARD, STRONG DURABLE MINERAL PARTICLES, FREE FROM INJURIOUS AMOUNTS OF SALINE, ALKALINE, ORGANIC OR OTHER DELETERIOUS SUBSTANCES. b. PEA GRAVEL SHALL BE GRADED WITH NO MORE THAN 5% PASSING THE NO. 8 SEIVEANDWITH 100% PASSING THE l• stEVE. 6. REINFORCING STEEL SHALL BE NEW TESTED DEFORMED BARS OF DOMESTIC MANUFACTURE CONFORMING TO ASTM 1615. 7. WATER SHALL BE CLEAN, POTABLE, AND FROM DOMESTIC SUPPLY. 8. ADMIXTURE FOR MORTAR SHALL BE "RED LABEL" USED IN ACCORDANCE WITH THE SPECIFICATIONS. 9. MORTAR SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED IN THE RATIO BY VOLUME OF 1 PART CEMENT, l PART LIME PUTTY, 4j PARTS SANO. PUTTY SHALL BE OMITTED. MORTAR SHALL MATCH COLOR OF BLOCK, UNLESS OTHERWISE SPECIFIED. 10. GROUT SHALL HAVE A FLUID CONSISTENCY AND BE MIXED IN THE RATIO BY PARTS SAND, 2 PARTS PEA GRAVEL. 11. LIME PUTTY SHALL CONFORM TO ASTM C5. PUTTY SHALL BE HIGH CALCIUM LIME, COMPLETELY SLAKED BEFORE USING. C. EXECUTION 1. EXECUTE WORK IN BEST WORKMANSHIP-LIKE MANNER IN FULL COMPLIANCE WITH APPLICABLE BUILDING ORDINANCES. 2. CONCRETE BLOCK SHALL BE LAID AS REINFORCED FILL CELL UNIT MASONRY. BLOCK SHALL BE LAID ON l" THICK FULL MORTAR BED ON ALL WEBS ANO FACE SHELLS. VERTICAL FACES OF HEAD JOINTS SHALL BE WELL BUTTED TO A DEPTH OF 1 }• FROM EXTERIOR FACES AND ALL JOINTS SHALL BE SHOVED INTO PLACE, SO THE MORTAR BONDS WELL WITH BOTH BLOCKS. FURROWING OF THE MORTAR IS NOT PERMITTED. INTERSECTING MASONRY SHALL BE GROUTED IN 4'--0" MAXIMUM POURS. UNLESS OTHERWISE NOTED ON PLANS, ALL CELLS CONTAINING REINFORCING SHALL BE SOLID GROUTED. PUDDLE THE GROUT WITH A STICK IN EACH CELL, EACH TIME IT IS POURED, TO OBTAIN A COMPLETE FILLING OF THE VOIDS. RECONSOLIDATE ALL GROUT. RUN ALL HORIZONTAL BARS IN BOND BEAM BLOCK ANO LAP AROUND CORNER AND AT ALL SPLICES 2'-0" MINIMUM. RUN ALL VERTICAL BARS IN OPEN ENO BLOCK. 3. DO NOT ST ART MASONRY IF THE HORIZONTAL OR VERTICAL ALIGNMENT OF THE FOUNDATION IS A MAXIMUM OF 1" TOTAL IN ERROR. 4. ALL UNITS SHALL BE CLEAN WHERE LAID. CONCRETE UNITS SHALL BE DRY. BRICK SHALL BE WETTED BUT HAVE NO FREE WATER WHEN LAID. 5. WHERE NO BONO PATTERN IS SHOWN ON THE PLANS, THE PATTERN SHALL BE A RUNNING BONO. 6. WHERE MASONRY UNIT CUTTING IS NECESSARY, MAKE ALL CUTS NEAT ANO REGULAR. EDGES EXPOSED IN THE FINISHED WORK SHALL BE CUT WITH A POWER-DRIVEN ABRASIVE SAW. 7. MORTAR JOINTS SHALL BE STRAIGHT, CLEAN AND UNIFORM IN THICKNESS. UNLESS OTHERWISE SPECIFIED OR DETAILED, HORIZONTAL AND VERTICAL JOINTS SHALL BE APPROXIMATELY l" THICK FOR PRECISION BLOCKS. BRICK JOINTS TO BE }• • l" THICK WITH A MAXIMUM DEPTH OF l• RAKE. 8. UNLESS OTHERWISE SHOWN ON PLANS, EXPOSED WALLS SHALL HAVE A DENSE, LIGHTLY CONCAVE SURFACE WELL-BONDED TO THE BLOCK AT THE EDGES. PERFORM TOOLING WHEN THE MORTAR IS PARTIALLY SET BUT STILL SUFFICIENTLY PLASTIC TO BOND. DO ALL TOOLING WITH A TOOL WHICH COMPACTS THE MORTAR, PRESSING THE EXCESS MORTAR OUT OF IT RATHER THAN DRAGGING IT OUT. WHERE A WALL SURFACE IS TO BE PLASTERED, MAKE MORTAR JOINTS FLUSH WITH BLOCK FACE. 9. IF IT IS NOT NECESSARY TO MOVE A BLOCK SO AS TO OPEN A JOINT, REMOVE THE BLOCK FROM THE WALL, CLEAN, AND SET IN FRESH MORTAR. Or!w1n9· z_ \-,Pliil!O,.i!!C.·&1,,Newport "JBt10f'IBl1/:Y.-r,Uh111 l=tsal 111,,~Worl<.:"9 Orawll"e•'-~LOI-VEN•F'O-Ca-1.owe La,iout, ce.1 Ji.,, %-'. ~r:'.)0'!, '! :>~.sm 10. CONCRETE FOOTINGS TO ATTAIN 2800 PSI AT 28 DAYS (MAX 4J" SLUMP). 11. THE OWNER'S REPRESENTATIVE IS TO BE NOTIFIED 24 HOURS PRIOR TO CONCRETE POUR IN ORDER THAT THE FORMS AND REINFORCEMENT MAY BE INSPECTED. ALSO THE CITY INSPECTOR MUST BE NOTIFIED (3) THREE DAYS PRIOR TO POUR. 12. CO-ORDINATE PLACEMENT OF WATER AND ELECTRICAL LINES PRIOR TO CONCRETE POUR. VERIFY LOCATION OF ALL PVC SLEEVES ANO ELECTRIC SOURCE FOR IRRIGATION CLOCK WITH LANDSCAPE CONTRACTOR. 13. MASON TO BE RESPONSIBLE FOR ALL S.P.O'S, SWITCHES, AND J-BOXES FLUSH WITH STRUCTURE, AND FOR SETING BOLTS, ANCHORS, AND INSERTS FOR ATTACHMENTS BY OTHER TRADES. 14. PLACING REINFORCED STEEL: a. WHERE HORIZONTAL COURSES ARE TO BE FILLED, USE METAL STOPS. USE OF PAPER STOPS WILL NOT BE PERMITTED. ALL HORIZONTAL REINFORCING STEEL SHALL BE LAID IN A COURSE OF BOND BEAM BLOCK FILLED WITH MORTAR. b. CUT BRICK WITH POWER-DRIVEN ABRASIVE SAW ONLY. CUT NEAT TRUE LINES WITHOUT CHIPS ON EXPOSED FACES, CONCEAL CUT FACES WHERE POSSIBLE. DO NOT LAY BRICKS LESS THAN l LENGTH IN EXPOSED WORK. IF ANY BRICK MUST BE REMOVED OR SHIFTED AFTER IT HAS BEEN LAID, REMOVE SETTING MORTAR, CLEAN BRICK THOROUGHLY, APPLY FRESH MORTAR ANO RE-LAY. c. LAY MASONRY TRUE, LEVEL, AND PLUMB WITH ANGLE SQUARE IN ACCORDANCE WITH PLANS. 15. SEAL BACK OF PLANTER WALLS WITH APPROVED ELASTOMERIC WATERPROOF MEMBRANE. 16. BACKFILL BEHIND ALL WALLS ANO MASONRY STRUCTURES, AS REQUIRED ANO AS PER DETAILS. BACKFILL IN PLANTERS TO BE TOP GRADE SANDY LOAM TOPSOIL. SWALE EARTH FOR PROPER DRAINAGE. WHERE CONCRETE SLABS OCCUR NEXT TO WALLS, BACKFILL SHALL BE COMPACTED TO 90% D. CLEANING 1. SPECIAL CARE SHALL BE USED TO PREVENT STAINING OF EXPOSED GROUT. ANY MORTAR OR GROUT WHICH APPEARS IN SUCH FACES SHALL BE PROMPTLY AND THOROUGHLY REMOVED BY EFFECTIVE ANO APPROVED MEANS. 2. CONTRACTOR SHALL DAILY REMOVE ALL RUBBISH, SCRAPS, EXTRANEOUS CONCRETE ANO HARDWARE FROM THE PREMISES ANO KEEP THE JOB REASONABLY CLEAN AT ALL TIMES. ENTIRE SITE TO BE CLEANED AND ALL DEBRIS REMOVED PRIOR TO FINAL INSPECTION. WOODWORKING SPECIFICATIONS A. SCOPE OF WORK 1. THIS WORK SHALL CONSIST OF FURNISHING ALL LABOR AND MATERIAL FOR CONSTRUCTION OF OVERHEAD WOOD TRELLISES, FENCES, AND SCREENS, AS DETAILED ON THE PLANS. THE WORK DOES NOT INCLUDE POST FOOTINGS AND HARDWARE SET IN PAVED AREAS. 2. WOODWORK CONTRACTOR SHALL LOCATE ANO STAKE POST LOCATIONS FOR CONCRETE AND/OR MASONRY CONTRACTOR BEFORE PAVING OR MASONRY WORK IS BEGUN. 3. VERIFY ALL DIMENSIONS ANO SITE CONDITIONS ON THE SITE PRIOR TO BEGINNING WORK. ANY DISCREPANCIES SHALL BE CALLED TO THE IMMEDIATE ATTENTION OF THE LANDSCAPE ARCHITECT. 4. CONTRACTOR SHALL OBTAIN ALL BUILDING PERMITS AND APPROVALS (REFER TO GENERAL NOTES). B. MATERIALS 1. ALL MATERIALS SHALL BE NEW ANO PROPERLY GRADE-MARKED OR CERTIFIED. ONLY LUMBER CONSISTING OF SOUND WOOD, FREE OF DECAY, WARPING, SPLITS, OR CHECKS WILL BE ACCEPTABLE. 2. LUMBER: a. ALL LUMBER SIZES SHOWN ON THE PLANS OR SPECIFIED REFER TO NOMINAL SIZES AND THE AMERICAN STANDARD ROUGH ANO DRESSED SIZES WILL BE ACCEPTED AS CONFORMING THERETO. b. DOUGLAS FIR SHALL BE OF THE SPECIES 'PSEUDOTSUGA MENZIESII' ANO SHALL BE GRADED IN ACCORDANCE WITH THE CURRENT STANDARD GRADING AND DRESSING RULES FOR DOUGLAS FIR ADOPTED BY THE WEST COAST BUREAU OF LUMBER GRADES AND INSPECTION. c. CEDAR SHALL BE OF THE SPECIES 'CHAMAECYPARIS LAWSONIANA' AND SHALL BE GRADED IN ACCORDANCE WITH THE CURRENT GRADING AND DRESSING RULES. d. ALL WOOD BEARING ON CONCRETE OR MASONRY LESS THAN 4'--0" ABOVE GRADE SHALL BE PRESSURE TREATED. WOOD JOINTS OR THE BOTTOM OF WOOD FLOORS LESS THAN 18" ABOVE GRADE SHALL ALSO BE PRESSURE TREATED. a. ALL STRUCTURAL MEMBERS (i.e. BEAMS, RAFTERS, POSTS, JOINTS) TO BE DOUGLAS FIR NO. 1 OR BETTER UNLESS OTHERWISE NOTED. ALL LA TH AND DECKING AS SPECIFIED. 3. HARDWARE a. NAILS TO BE GENERAL FRAMING COMMON OF STANDARD SIZE AND FORM, HOT-DIPPED GALVANIZED OR ALUMINUM, UNLESS SPECIFICALLY NOTED. BOX NAILS WILL BE ACCEPTED. b. WASHER TO BE REINFORCED MALLEABLE IRON, GALVANIZED. c. ALL BRACKETS AND HANGERS TO BE SIMPSON OR APPROVED EQUAL. C. EXECUTION 1. ALL WOODWORK SHALL BE CUT, FITTED, JOINTED TOGETHER, TIED, SET TO REQUIRED LINES AND LEVELS, SHORED IN PLACE ETC., IN A NEAT WORKMANLIKE MANNER TO THE ENTIRE SATISFACTION OF THE LANDSCAPE ARCHITECT. ALL SPLIT WOOD SHALL BE REMOVED AND REPLACED. 2. HEADS AND NUTS OF MACHINE BOLTS AND NUTS OF CARRIAGE BOLTS SHALL HAVE WASHERS, EXCEPT AGAINST STEEL PLATES. BOLT, SPLICE AND HANG ALL BEAMS AS SHOWN ON DRAWINGS. CUT ALL BOLTS FLUSH WITH NUTS, PEEN SMOOTH AND REMOVE ALL BURRS. HOLES FOR BOLTS SHALL BE BORED •" TO•" LARGER THAN NOMINAL BOLT DIAMETER. NAILS SHALL NOT BE INSTALLED CLOSER THAN I THEIR LENGTHS. DRILLED HOLES, ONE SIZE SMALLER THAN NAIL SHANK, SHALL BE USED WHERE WOOD MEMEBERS ARE LIABLE TO BE SPLIT BY NORMALLY DRIVEN NAILS. ALL NAILING SHALL BE IN ACCORDANCE WITH U.B.C. 3. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC., UNLESS SPECIFICALLY NOTED OR DETAILED. 4. CONTRACTOR TO STAIN, PAINT, OR SEAL WOOD. REFER TO DRAWINGS. PAINT ALL METAL TO MATCH WOOD FINISH UNLESS NOTED OTHERWISE WITH (1) COAT ZINC RICH PRIMER AND (2) COATS SEMI-GLOSS OIL BASE EXTERIOR PAINT. 5. CONTRACTOR SHALL DAILY REMOVE ALL RUBBISH, SCRAPS, EXTRANEOUS CONCRETE ANO HARDWARE FROM THE PREMISES AND KEEP THE JOB REASONABLY CLEAN AT ALL TIMES. SPILLED OR OVERSPRAYED PAINT SHALL BE IMMEDIATELY CLEANED OFF OF FINISHED SURFACES TO THE LANDSCAPE ARCHITECT'S SATISFACTION. SPECIAL CARE SHALL BE EXERCISED TO PREVENT ACCUMULATIONS OF MATERIAL TO FORM A FIRE OR SAFETY HAZARD. TUBULAR STEEL A. SCOPE OF WORK 1. FURNISH ANO INSTALL TUBULAR STEEL PER PLANS, DETAILS, AND SPECIFICATIONS. B. QUALITY ASSURANCE 1. QUALIFICATIONS: A. PERFORM SHOP WELDING ON THE PREMISES OF A FABRICATOR LICENSED BY THE CITY BUILDING AND SAFETY DEPARTMENT. B. PERFORM WELDING BY WELDERS APPROVED AND CERTIFIED IN ACCORDANCE WITH REQUIREMENTS OF LAWS. 2. REFERENCE STANDARDS: A. "AISC" STEEL CONSTRUCTION MANUAL. B. "CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION". AWS F1.0 OF THE AMERICAN WELDING SOCIETY. C. "METAL FINISHES MANUAL", OF THE NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS (NAAMM). C. SUBMITTALS 1. SUBMIT COMPLETE SHOP DRAWINGS TO THE LANDSCAPE ARCHITECT AND/OR OWNER'S REPRESENTATIVE FOR REVIEW IN ADVANCE OF FABRICATION. 2. SHOW DIMENSIONS, SITES, THICKNESSES, GAUGES, FINISHES, JOINING, ATTACHMENTS, AND RELATIONSHIP TO ADJACENT WORK. 3. WHERE WELDED CONNECTIONS, CONCRETE INSERTS, AND OTHER ITEMS ARE REQUIRED TO RECEIVE OTHER WORK, SHOW EXACT LOCATIONS REQUIRED. 4. FOR STANDARD MANUFACTURED ITEMS, SUBMIT WORK SHEETS SHOWING ILLUSTRATED CUTS OF ITEMS TO BE FURNISHED, SCALE, DETAILS, AND DIMENSIONS. 918108 9126108 02113/09 03124109 D. MATERIALS 1. ROLLED STEEL SHAPES AND STEEL PLATES SHALL BE IN ACCORDANCE WITH ASTM A36. 2. STEEL TUBING SHALL BE IN ACCORDANCE WITH ASTM A500 GRADE A, OR ASTM 1501 SEAMLESS-GA. PER DETAILS. 3. STEEL PIPE SHALL BE IN ACCORDANCE WITH ASTM A53, TYPE E OR S, GRADE A OR A120, GALVANIZED 6" DIAMETER. 4. STEEL BOLTS SHALL BE IN ACCORDANCE WITH ASTM A307, GRADE A. 5. WELDING RODS SHALL CONFORM TO AWS REQUIREMENTS FOR INTENDED USE. 6. CONCRETE INSERTS SHALL BE AS INDICATED ON THE PLANS. 7. SHOP PRIME-COAT PAINT SHALL CONFORM TO EITHER FS TT-P-86 TYPE II FOR RED LEAD/ALKYD TYPE PAINT OR TO FS TT-P-45 FOR ZINC CHROMATE TYPE PAINT -(2) SHOP COATS. 8. TOUCH-UP FOR GALVANIZED SURFACES SHALL BE OF ALL STATE NO. 321 GALVANIZING POWDER (30% TIN, 30% ZINC, 40% LEAD AND FLUX) AS MANUFACTURED BY ALL STATE WELDING ALLYS CO , OR SPEED GALVANIZED BY W.DL CO. OR EQUAL. 9. NON-SHRINK GROUT SHALL BE OF MINI WAX CONSTRUCTION PRODUCTS DIVISION POR-ROCK, OR APPROVED EQUAL. 10. METAL ENAMEL SHALL CONFORM TO FS TT-P-37C -(2) COATS. E. FABRICATION 1. CONFORM TO THE REQUIREMENTS OF THE REFERENCED STANDARDS: a. FOR MANUAL WELDING, USE LOW HYDROGEN TYPE E-7015 AND 7016 ELECTRODES. b. WELD PREHEAT SHALL BE DETERMINED FROM MILL REPORTS SHOWING THE CHEMICAL COMPOSITION OF THE REINFORCEMENT. 2. SHOP PRIME ALL FERROUS ITEMS TO 1 MILL DRY COAT THICKNESS AFTER FABRICATION, DEBURRING AND GRINDING SMOOTH WELDS AND ROUGH SPOTS. TOUCH-UP AFTER INSTALLATION. LEAVE IN PROPER CONDITION TO RECIEVE FINISH PAINTING. DO NOT PAINT REBAR AND STEEL SURFACES TO BE EMBEDDED IN OR BONDED TO CONCRETE. 3. WELDS SHALL BE GROUND SMOOTHLY, ALL WELD SPATTER REMOVED AND WORK SHALL COMPLY WITH THE SPECIFICATIONS OF THE "AMERICAN WELDING SOCIETY". 4. SUBCONTRACTOR TO PERFORM ALL THE ABOVE WORK IN ACCORDANCE WITH THE GOVERNING PLANS AND SPECIFICATIONS. F. COORDINATION WITH OTHER WORK 1. EXAMINE DRAWINGS AND SPECIFICATIONS, AND INCLUDE ALL MISCELLANEOUS METAL WORK WHICH IS NOT DISTINCTLY SPECIFIED IN OTHER SECTIONS. 2. PROVIDE ALL CONNECTIONS, ANCHORS, BOLTS, WELDING, CUTTING, PUNCHING, DRILLING, TAPING, OR THER CONNECTION REQUIRED TO FIT MISCELLANEOUS METAL WITH OTHER WORK. 3. PROVIDE ITEMS TO BE INSTALLED BY OTHER TRADES WELL IN ADVANCE, TO PERMIT PROPER SEQUENCING AND SCHEDULING OF OTHER WORK. G. INSTALLATION 1. MISCELLANEOUS METALWORK SHALL BE FREE FROM DEFECTS WHICH WOULD IMPAIR STRENGTH, DURABILITY, AND APPEARANCE. 2. ERECT PLUMB, STRAIGHT, TRUE, AND ACCURATELY FIT IN PLACE. BRACE, REINFORCE, AND ANCHOR IN PLACE. GRIND ALL FIELD WELDS. 3. PROVIDE NON-SHRINK GROUTING OF ALL FRAMES, PLATES, SILLS, BOLTS, AND OTHER ITEMS NOT DESIGNATED TO BE DONE BY OTHERS. 4. CONCEAL ALL CONNECTIONS IN THE FINISHED WORK WHERE POSSIBLE. EXPOSED SCREW CONNECTIONS SHALL BE ALLENHEAO SCREWS MATCHING THE MATERIAL THEY FASTEN. 5. SET BASE PLATE FOR SUPPORT POSTS, TRUE AND PLUMB IN CONCRETE FOOTING PER DETAILS. 6. PROTECT ALL DISSIMILAR METALS FROM GALVANIC CORROSION BY PRESSURE TAPES, COATINGS, OR ISOLATORS. 7. AFTER ERECTION, CLEAN OFF ALL RUST, SCALE, AND OIL. CLEAN FIELD WELDS, BOLTS, AND ABRADED AREAS. TOUCH-UP ALL AREAS WITH THE SAME MATERIAL AS USED FOR THE SHOP COAT, LEAVING ALL SURFACES READY TO RECEIVE FINISH COATS. APPLY SECOND COAT OF PRIMER ON SITE. 8. APPLY (2) COATS ZINC RICH PRIMER COAT AND (2) FINISH COATS OF EXTERIOR METAL ENAMEL TO METAL SURFACES, COLOR AS APPROVED BY THE OWNER H. REPAIR OF DEFECTS 1. ALL DEFECTIVE OR DAMAGED WORK SHALL BE REPLACED, REMOVED, AND REPAIRED AS DIRECTED BY THE LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE AT NO COST TO THE OWNER. I. CLEAN-UP 1. CONTRACTOR SHALL DAILY REMOVE ALL RUBBISH, SCRAPS, EXTRANEOUS CONCRETE AND HARDWARE FROM THE PREMISES AND KEEP THE JOB REASONABLY CLEAN AT ALL TIMES. ALL TRASH SHALL BE REMOVED COMPLETELY FROM THE PROJECT SITE. 2. CONTRACTOR SHALL CLEAN AND RETOUCH CONTRACTOR'S WORK AS NECESSARY, OR AS REQUIRED FOR FINAL APPROVAL BY THE LANDSCAPE ARCHITECT WITHIN 24 HOURS NOTICE. 3. CONTRACTOR SHALL LEAVE ALL SURFACES NOT TO BE PAINTED (PAVING, HARDWARE, OR PLANT MATERIALS) FREE FROM ANY PAINT, STAIN, SPA TTERINGS, SMEARS, OR SMUDGES WHICH ARE THE RESULT OF HIS OPERATION 4. CONTRACTOR SHALL NOT CLEAN EQUIPMENT AND BRUSHES OR DISPOSE OF THINNERS, PAINT, OR OTHER CHEMICALS IN AREAS TO BE PLANTED OR IN THE VICINITY OF EXISTING PLANTS. CONTRACTOR SHALL ADHERE TO ALL S.W.P.P.P. REGULATIONS REGARDING THE CLEANING OR DISPOSAL OF THINNERS, PAINT, OR OTHER CHEMICALS. prepared for, ss 1st City Submittal and Bid Set ss 2nd City Submittal ss 3rd City Submittal / Final Bid Set A ss DEH and City Submittal for Approvat.12!. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLAINTING AREAS. TITLE REVIEWED BY: INSPECTOR RIO SAN DIEGO PLAZA II MASTER, LLC1525 FARADAY AVENU!, SUITE 100 CARl.SBAD, CALIFORNIA. nooa (760) 607-4282 "AS BUILT" DATE DATE SHEET CITY OF CARLSBAD ISH~TS] ~. 6 PLANNING DEPARTMENT ~ -CS-1 CONSTRUCTION SPECIFICATIONS ··-~· ~-· ------VENT ANA REAL PH II 2175 SALK AVENUE CARl5BAD, CALIFORNIA -- -i-------. -r------------APPROVED 11-1 (_~kit ,-14--<P'l l - PLANNING DATE --OWN BY: Yl PROJECT NO. DATE INITIAL DATE INITIAL DATE INITIAL - CHKD BY: ss ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ~-------P1P 04-03 DRAWING NJ 440-lM Drli.ii,..9, Z, 1·'1PR0.1ec,-e,•,·11\;ewport Nlitl"t1a l'')VSntll.,II ~i,al 111-) LUor.:.in9 D·aui;n9•'/~L.DI •·v'E°'t·PO-C&-'.c:l-'9 1-aycLJ\., ce.-2 Jur, !':4, 200'?1, '?!-~~am CONCRETE A. SCOPE OF WORK 1. FURNISH AND INSTALL ALL CONCRETE WORK COMPLETE AS INDICATED ON THE DRAWINGS AND SPECIFICATIONS INCLUDING, BUT NOT LIMITED TO: a. FURNISH AND SET ALL REINFORCING STEEL, BOLTS, AND ANCHORS. b. INSTALL ALL ITEMS REQUIRED BY OTHER TRADES WHICH ARE TO BE CAST INTO CONCRETE. c. CONCRETE MOW CURBS, BANDING, OTHER FLATWORK, FOOTINGS, PADS, AND SLABS FOR: WALLS, FENCING, CONTROLLERS, ETC., WHERE APPLICABLE. B. GENERAL ALL REQUIREMENTS OF SUBSECTION 3.31, STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, SHALL APPLY EXCEPT AS SPECIFIED HEREIN: 1. CONTRACTOR SHALL EXAMINE RELATED WORK AND SURFACES BEFORE STARTING WORK IN THIS SECTION. REPORT TO THE LANDSCAPE ARCHITECT IN WRITING, SITE CONDITIONS WHICH WILL PREVENT THE PROPER PROVISION OF THIS WORK. BEGINNING THE WORK IN THIS SECTION WITHOUT REPORTING UNSUITABLE CONDITIONS TO THE LANDSCAPE ARCHITECT CONSTITUTES ACEPTANCE OF SITE CONDITIONS BY THE CONTRACTOR. ANY REQUIRED REMOVAL, REPAIR, OR REPLACEMENT OF THIS WORK CAUSED BY UNSUITABLE CONDITIONS SHALL BE DONE AT NO ADDITIONAL COST TO OWNER. 2. CONTRACTOR SHALL ACQUAINT HIM/HERSELF WITH ALL SITE CONDITIONS. HE/SHE SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT EXISTING SITE CONDITIONS. SHOULD DAMAGE BE INCURRED, THIS CONTRACTOR SHALL REPAIR DAMAGE TO ITS ORIGINAL CONDITION OR FURNISH AND INSTALL EQUAL REPLACEMENT AT HIS/HER OWN EXPENSE, TO THE SATISFACTION OF THE OWNER. 3. COORDINATION: a. CONTRACTOR SHALL COORDINATE AND COOPERATE WITH OTHER CONTRACTORS TO ENABLE THE WORK TO PROCEED AS RAPIDLY AND EFFICIENTLY AS POSSIBLE. b. CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR ITEMS OF OTHER TRADES TO BE FURNISHED AND SET IN PLACE. SUCH PORTIONS OF THEIR WORK AS ALL OR IN PART EMBEDDED, BUILT-IN, ATTACHED TO, OR SUPPORTED BY THE WORK SHALL BE EXECUTED BY THEM IN AMPLE TIME THAT PROGRESS OF THE WORK IS NOT DELAYED. ANY CUTTING OR PATCHING MADE NECESSARY TO COMPLY WITH THIS INJUNCTION SHALL BE DONE AT THE CONTRACTOR'S EXPENSE. 4. WHEREVER THE TERMS "APPROVE", "APPROVAL", OR "APPROVED" ARE USED IN THE SPECIFICATIONS, THEY MEAN APPROVAL OF THE LANDSCAPE ARCHITECT, THE OWNER'S REPRESENTATIVE OR THEIR FIELD REPRESENTATIVES, IN WRITING. 5. AFTER AWARD OF CONTRACT, CONTRACTOR SHALL SUBMIT FOR APPROVAL SAMPLES AND SPECIFICATIONS OF SPEFICIED ITEMS PRIOR TO BEGINNING WORK. APPROVED SAMPLES SHALL BE STANDARDS FOR COMPLETING WORK. SAMPLES SHALL CONSIST OF 3' SQUARE PANES. CONTRACTOR SHALL PROVIDE ONE PANE FOR EACH COLOR AND/OR FINISH ON THE JOB SITE. EACH SAMPLE SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT. 6. SUBSTITUTIONS: a. SPECIFIC REFERENCE TO MANUFACTURERS' NAMES AND PRODUCTS SPECIFIED IN THIS SECTION ARE USED AS STANDARDS; THIS IMPLIES NO RIGHT TO SUBSTITUTE OTHER MATERIALS OR METHODS WITHOUT WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. b. INSTALLATION OF ANY APPROVED SUBSTITUTIONS IS THE CONTRACTOR'S RESPONSIBILITY. ANY CHANGES REQUIRED FOR INSTALLATION OF ANY APPROVED SUBSITITUTION MUST BE MADE TO THE SATISFACTION OF LANDSCAPE ARCHITECT AND WITHOUT ADDITIONAL COST TO OWNER. APPROVAL BY LANDSCAPE ARCHITECT OF SUBSTITUTED MATERIALS AND/OR DIMENSIONAL DRAWINGS DOES NOT WAIVE THESE REQUIREMENTS. 7. IN ADDITION TO MANUFACTURERS' GUARANTEES OR WARRANTIES, ALL WORK SHALL BE WARRANTED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP BY CONTRACTOR. WARRANTY SHALL ALSO COVER REPAIR OF DAMAGE TO ANY PART OF THE PREMISES. C. MATERIALS 1. PORTLAND CEMENT SHALL CONFORM TO ASTM C150, TYPE I OR TYPE II. 2. CONCRETE AGGREGATE SHALL CONFORM TO ASTM C33. WATER SHALL BE CLEAN, FREE FROM STRONG ACIDS, ALKALI, OIL OR ORGANIC MATTER. 3. ADMIXTURE FOR ALL FORMED CONCRETE SHALL BE SIKA CHEMICAL CORP'S "PLASTIMENT", OR APPROVED EQUAL, APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. 4. REINFORCING STEEL SHALL CONFORM TO ASTM A 15 AND ASTM A305. WIREFABRIC SHALL CONFORM TO ASTM A 185. 5. FORMS: a. LUMBER SHALL BE "CONSTRUCTION GRADE" DOUGLAS FIR. b. PLYWOOD FOR FORMING OF CONCRETE WHICH IS EXPOSED SHALL BE PLY FORM. ALL PLYWOOD USED FOR FORMING SHALL BE AT LEAST i• THICK AND EDGE SEALED. 6. EXPANSION JOINT FILLER SHALL CONFORM WITH ASTM D1751 (PREMOLDED). 7. PROVIDE CERTIFIED MILL TEST REPORTS OF THE CHEMICAL AND PHYSICAL PROPERTIES OF REINFORCING BARS AND WELDED WIRE FABRIC. a. DEFORMED BILLET-STEEL BARS SHALL CONFORM TO ASTM A615 AND BE CLEAN AND FREE FROM RUST, SCALE, OR COATING THAT WILL REDUCE BOND. b. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185. TAGS DESIGNATING WIRE SIZE AND SPACING SHALL BE LEFT ON EACH ROLL UNTIL READY FOR USE. UNLESS OTHERWISE APPROVED WELDED WIRE MESH SHALL BE 6" NO. 10 x 6" NO. 10 CONTINUOUS. D. CONCRETE 1. CONTRACTOR ASSUMES RESPONSIBILITY FOR THE DESIGN MIX AND GUARANTEES THE SPECIFIED ULTIMATE STRENGTH AS INDICATED OR SPECIFIED HEREIN. a. MINIMUM 28-DAY ULTIMATE STRENGTH SHALL BE 2500 PSI. b. READY-MIX CONCRETE SHALL CONFORM TO ASTM C94. 2. PROPORTIONS AND CONSISTENCY: a. THE PROPORTIONS OF AGGREGATE TO CEMENT SHALL PROVIDE A DENSE MIXTURE WHICH WILL READILY WORK INTO ALL CORNERS OF THE FORMS AND AROUND ALL REINFORCEMENTS WITHOUT ANY SEGREGATION OF THE MATERIALS, CAUSE EXCESS FREE WATER TO COLLECT ON THE SURFACE, OR CAUSE EXCESSIVE BLEEDING OF THE FORMS. b. THE RECOMMENDED PRACTICES OF THE AMERICAN CONCRETE INSTITUTE SHALL BE FOLLOWED IN ALL APPLICABLE PROCEDURES. THE MAXIMUM SLUMP SHALL NOT EXCEED (4") FOUR INCHES FOR FOOTINGS, SLABS ONGRADE, AND MASS CONCRETE, (5") FIVE INCHES FOR FOUNDATION WALLS. 3. THE CONCRETE QUALITY, PROPORTIONS, CONSISTENCY, ETC., IS SUBJECT TO THE APPROVAL OF OWNER, AND NO CHANGES SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL. E. FORMWORK 1. FORMS FOR CONCRETE WORK SHALL BE EITHER METAL OR WOOD. FORMS THAT ARE WARPED OR THAT DO NOT HAVE A SMOOTH STRAIGHT UPPER EDGE SHALL NOT BE USED. FORMS SHALL BE SET WITH THE UPPER EDGE OF THE BOARD TRUE TO LINE AND GRADE AND SHALL BE STAKED RIGIDLY IN PLACE WITH STAKES SET NO MORE THAN FOUR FEET APART SO AS TO REMAIN IMMOVABLE THROUGHOUT THE CONSTRUCTION. ALL FORMS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT WITHIN A TOLERANCE OF (1 %) ONE PERCENT. NOTIFY LANDSCAPE ARCHITECT 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. ALL MATERIALS SHALL BE ACCURATELY AND SEPARATELY WEIGHED AND MIXING SHALL CONTINUE UNTIL THE DISTRIBUTION OF MATERIAL IS UNIFORM AND THE MASS OF CONCRETE IS HOMOGENEOUS. 2. TWO AND ONE-HALF GALLONS OF WATER PER CUBIC YARD, SHALL BE WITHHELD FROM THE MIX AT THE PLANT, AND ALL OR A PORTION MAY BE ADDED TO THE MIX AT THE JOB SITE AS DIRECTED BY THE INSPECTOR. THE CONCRETE SHALL BE MIXED AT LEAST 5 MINUTES AFTER SUCH WATER IS ADDED AND NO LESS THAN 3 MINUTES OF THIS TIME SHALL BE IMMEDIATELY PRIOR TO THE DISCHARGE OF THE BATCH. TOTAL MIXING TIME AFTER ADDING ORIGINAL WATER SHALL BE AT LEAST 15 MINUTES. 3. CONCRETE WHICH IS NOT PLACED WITHIN 90 MINUTES AFTER THE INTRODUCTION OF CEMENT AND WATER, AND CONCRETE WHICH HAS STOOD FOR 30 MINUTES AFTER LEAVING THE MIXER SHALL NOT BE USED. 4. REINFORCING BAR SHALL BE SPLICED WITH 30 BAR DIAMERS MINIMUM OVERLAP. F. CONVEYING AND PLACING 1. BEFORE POURING ALL FORMS SHALL BE THOROUGHLY CLEANED AND MADE TIGHT. THE BOTTOM OF TRENCHES SHALL BE WET DOWN BEFORE POURING FOOTINGS; EARTH SHALL NOT BE MUDDY AT THE TIME OF POURING. CONCRETE SHALL NOT BE PLACED UNTIL REINFORCEMENTS, ROUGH HARDWARE, AND FORMS ARE APPROVED BY OWNER OR LANDSCAPE ARCHITECT. 2. BEFORE DEPOSITING NEW CONCRETE AGAINST OLD CONCRETE ALL LAITANCE SHALL BE REMOVED, AND THE SURFACES ROUGHENED TO EXPOSE THE EMBEDDED AGGREGATE. THE SURFACES SHALL THEN BE COVERED WITH CEMENT GROUT, USING THE SPECIFIED MIX WITH} OF THE COURSE AGGREGATE OMITTED, 1 j" THICK. 3. CONVEYING AND PLACING OF CONCRETE SHALL BE DONE SO AS TO PREVENT SEPARATION OF INGREDIENTS, AND IN NO CASE SHALL THE FREE FALL EXCEED 6 FEET. TREMIES SHALL BE USED AS REQUIRED. SURFACES OF CONCRETE SHALL BE KEPT REASONABLY LEVEL, WITH A MINIMUM AMOUNT OF CONCRETE BEING ALLOWED TO FLOW AFTER BEING PLACED. PLACING SHALL BE PERFORMED AS A CONTINUOUS OPERATION UNTIL EACH SECTION IS COMPLETED. 4. CONCRETE SHALL BE SPADED AND VIBRATED WITH MECHANICAL VIBRATORS TO A MAXIMUM SUBSIDENCE, WITHOUT SEPARATION OF INGREDIENTS. THE MOVING OF CONCRETE BY VIBRATION WILL NOT BE PERMITTED. G. COLORED CONCRETE INTEGRAL COLOR SHALL BE PER PLAN OR AS DIRECTED BY THE LANDSCAPE ARCHITECT OR OWNER. H. GROUTING GROUT SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT AND TWO PARTS OF FINE AGGREGATE BY VOLUME. MATERIALS SHALL BE MIXED DRY AND WATER ADDEO JUST SUFFICIENT TO MAKE THE MIXTURE FLOW UNDER IT'S OWN WEIGHT. I. CURING ANO PROTECTION 1. ALL EXPOSED SURFACES OF CONCRETE SHALL BE PROTECTED FROM DAMAGE DUE TO TEMPERATURE, ELEMENTS, ANO CONSTRUCTION OPERATIONS. 2. CURING: a. ALL EXPOSED SURFACES OF CONCRETE SHALL BE PROTECTED FROM PREMATURE DRYING ANO FRESHLY PLACED CONCRETE SHALL BE PROTECTED AGAINST WASH BY RAIN. ALL CONCRETE SHALL BE KEPT WET FOR A PERIOD OF TEN DAYS AFTER PLACING. b. ALL LIQUID CURING COMPOUNDS SHALL BE USED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS ANO SHALL NOT BE USED ON SURFACES RECEIVING CONCRETE HARDENER. J. DEFECTIVE CONCRETE 1. CONCRETE WHICH IS NOT IN ACCORDANCE WITH THESE SPECIFICATIONS, OUT OF LINE, LEVEL, OR PLUMB; SHOWING STRUCTURAL CRACKS, ROCK POCKETS, VOIDS, SPALLS, HONEYCOMBING, EXPOSED REINFORCING OR OTHER DAMAGED SURFACES SHALL BE CONSIDERED AS DEFECTIVE. 2. ALL FINES ANO IRREGULARITIES SHALL BE REMOVED FROM EXPOSED CONCRETE SURFACES WHILE THE CONRETE IS STILL GREEN. WHERE PATCHING IS REQUIRED, ALL LOOSE ANO UNIFORM CONCRETE SHALL BE REMOVED PRIOR TO PATCHING. K. CONCRETE FINISHES FLAT SURFACES SHALL BE SCREEDED TO THE REQUIRED LEVELS ANO SLOPE ANO THEN ANY EXCESS WATER OR LAITANCE REMOVED. CONCRETE SHALL BE COMPACTED WITH A GRID TAMPER ANO THEN FLOATED TO A TRUE AND LEVEL SURFACE WITHIN THE TOLERANCE OF j" ALONG A 10 FOOT STRAIGHT EDGE. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE ON ALL FLATWORK. SEE PLANS FOR CONCRETE FINISH. L. EXPANSION JOINTS PLACEMENT OF EXPANSION JOINTS SHALL BE AS DIRECTED AND DETERMINED BY THE LAYOUTS OF SLAB MARKINGS NOTED ON DRAWINGS. EXPANSION JOINT MATERIAL SHALL BE AS NOTED ON PLANS. EXPANSION JOINTS SHALL BE RECESSED FROM FINISH SURFACE. M. CONTROL JOINTS CONTROL JOINTS ANO OTHER EDGES SHALL BE FORMED IN FRESH CONCRETE USING A CLEAN EDGING OR JOINTING TOOL TO PROVIDE A SMOOTH UNIFORM FINISH. N. CLEAN-UP 1. CONTRACTOR SHALL DAILY REMOVE ALL RUBBISH, SCRAPS, EXTRANEOUS CONCRETE AND HARDWARE FROM THE PREMISES AND KEEP THE JOB REASONABLY CLEAN AT ALL TIMES. 2. UPON COMPLETION OF ALL CONCRETE WORK AND BEFORE FINAL ACCEPTANCE, CONTRACTOR SHALL REMOVE ALL TOOLS, SURPLUS MATERIALS, APPARATUS, DEBRIS, ETC., FROM THE SITE AND THE SITE SHALL BE LEFT IN A CLEAN, NEAT CONDITION ACCEPTABLE TO THE OWNER. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLAINTING AREAS. TITLE_ REVIEWED BY: ---- INSPECTOR prep~red fo,,, RIO SAN DIEGO PLAZA II MASTER, LLClSZ5 fARAOA'f AVENUI, SUITE 100 CARlSBAD, CALIFORNIA 92008 (760) 607-4282 "AS BUILT" ·-·--------·--. ------, ___ DATE ----~ DATE 918108 ss 1st City Submittal and Bid Set w I CITY OF CARLSBAIYJ I~ ------------- _9126108 ss 2nd City Submittal ~]ty Submittal / Rnal Bid~~- -- 02/13109 ss PLANNING DEPARTMENT 211 ----. .. ,. ----- 03/24109 ss _QEH and_ City ~~bmitt~I ~CK.M9va1A - --------------CS-2 CONSTRUCTION SPECIFICATIONS ----- ---------------------VENTANA REAL PH II ----------- 2175 SALK AVENUE CARl5BAD, CALIFORNIA ----------- APPROVED 11--J~-E=Q'4;''1f= 1 · l't•:>4 ~ --- PLANNING ... DATE -----OWN BY: _)'I. [ PROJECT NO. J !DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ss P1P 04-03 440-?M ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: _SS as _,. GENERAL NOTES RECLAIMED WATER NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE Wl11-I 11-IE CARLSBAD MUNICIPAL WATER DISTRICT'S "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS" DA TED OCTOBER, 199J. 2. ALL PUBLIC FACILITIES SUCH AS COMFORT STATIONS, DRINKING FOUNTAINS, ETC., SHALL BE PROTECTED FROM SPRAY BY RECLAIMED WATER. J. NO PONDING, RUN-OFF OR OVER-SPRAY IS PERMITTED. 4. HOSE BIBS ARE STRICT!. Y PROHIBITED. 5. ON-SITE CROSS-CONNECTIONS BETWEEN RECLAIMED WATER LINES AND POTABLE WATER LINES IS STRICT!. Y PROHIBITED. 6. NO SUBSTI71JTION OF PIPE MATERIALS WILL BE ALLOl\£D Wl11-IOUT PRIOR 7. APPROVAL OF 11-IE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. ALL ON-SITE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. SIGNAGE NOTES RECLAIMED WATER SYSTEM (PRIVATE) 2175 SALK AVENUE CARLSBAD, CA -- COUNTY OF SAN DIEGO Department of Environmental Health Land and Water Quality Division BY: GLENN LEEKS Environmental Health Specialist SHEET TITLE Date: 11-IE IRRIGATION SYSTEMS SHALL RUN BETWEEN 11-IE HOURS OF 10: 00 P.M. AND 6: 00 A.M. 11-IE FOLLOWING MORNING (SPOT /RR/GA TION COULD BE DONE AT A DIFFERENT TIME) Wl11-I QUALIFIED SUPERVISION PERSONNEL ON SITE. 11-IE FOLLOWING GUIDELINES FOR 11-IE USE OF RECLAIMED WATER ARE TO BE PERMANEN Tl. Y POSTED INSIDE 11-IE DOOR OF EACH CON TROLLER Wl-iERE 11-IEY ARE EA Sil Y VISIBLE. PLACE ON 8-1/2" X 11• SIZED SIGN. TITLE SHEET RECLAIMED WATER SYSTEM: IRRIGATION PLAN: IP-1 & IP-2 IRRIGATION DETAILS: ID-1 & ID-2 9. PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPING. COLOR: PURPLE BACKGROUND Wl11-I BLACK LETTERING. IRRIGATION SPECIFICATIONS: IS-1 10. PR/VA TE LOTS SHALL BE PROTECTED FROM CONTACT FROM RECLAIMED WATER, Wl-iE11-IER BY WINDBLOWN SPRAY OR BY DIRECT APPL/CATION, 11-IROUGH /RR/GA TION OR 011-IER APPROVED USE. LACK OF PROTECTION, Wl-iE11-IER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, /S STRICT!. Y PROHIBITED. 1. GUIDELINES FOR RECLAIMED WATER USE 11. CONTRACTOR SHALL ADJUST HEADS TO PREVENT OVER-SPRAYING ON ALL SIDEWALKS, STREET, AND PR/VA TE LOTS. 12. QUICK COUPLING VALVES SHALL HAVE A SPECIAL COUPLE KEY PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 1J. METERS SHALL BE SIZED BY 11-IE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 14. ALL IRRIGATION PIPE SHALL BE STENCILED, COLOR-CODED (PURPLE) AND LAID Wl11-I WARNING TAPE PER 11-IE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ALL POTABLE WATER AND RECLAIMED WATER PIPING SHALL BE INSTALLED Wl11-I 11-IE STENCILING ORIENTED TOWARD 11-IE TOP OF 11-IE TRENCH. 16. Wl-iEN A POTABLE WATER LINE AND RECLAIMED WATER LINE CROSS, 11-IE RECLAIMED LINE BE INSTALLED Wl11-IIN A PROTECTIVE SLEEVE. 11-IE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM 11-IE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET. 17. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECLAIMED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. 11-IE POTABLE LINE MUST BE INSTALLED ABOVE 11-IE RECLAIMED LINE. 18. A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES MUST BE A,2 A. B. C. D. r. MAINTAINED AT ALL TIMES. Ll0,,. /""-V---V_,,.......,..,,.--v---v--v------...,----..,,.---v---v-,,.......,..,,.--y---v--v------..,-.v--v---v--...,,-.,.,.---.,.,.----y---v,.--...,: F. 19. DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY 11-IE CARLSBAD MUNICIPAL WATER DISTRICT AND 11-IE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL11-I PRIOR TO ANY USE OF RECYCLED WATER . .._...__ _,...__~_,_,_,_,_,_,.__,_,.__,.__,_,_,.__,_,_,_,.__,.__,_,.__,.__,_, 20. QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING, A. B, c. D. QUICK-COUPLING VALVES SHALL BE l INCH NOMINAL SIZE NELSON #7645, \JITH BRASS CONSTRUCTION AND A NORMAL \JORKING PRESSURE OF 150 P.S.I. OR RAINBIRD #44 NP. IN ORDER TO PREVENT UNAUTHORIZED US£, TH£ VAL VE SHALL BE OPERATED ONLY \JITH A SPECIAL COUPLER KEY \JITH AN ACME THREAD FOR OPENING AND CLOSING THE VALVE, TH£ COVER SHALL BE PERMANENTLY ATTACHED TO TH£ QUICK-COUPLING VALVES. IT SHALL BE PURPLE RUBBER OR VINYL. LOCKING COVERS AR£ REQUIRED. 21, AN ANNUAL CROSS CONNECTION INSPECTION \JILL BE DON£ BY EITHER CARLSBAD MUNICIPAL \JAT£R DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES COPIES OF INSPECTION REPORTS VILL BE FORVARDED TO TH£ NON-INSPECTING PARTY. 22. DEVELOPER SHALL SHOV TH£ LOCATION OF R,C. SIGNS 'DO NOT DRINK' ON THESE PLANS. 23. AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN VRITING. THIS INDIVIDUAL SHALL BE FAMILIAR VITH PLUMBING SYSTEMS VITHIN TH£ PROPERTY, VITH TH£ BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, AND TH£ SPECIFIC REQUIREMENTS OF A RECLAIMED \JATER SYSTEM. COPIES OF THE DESIGNATION, \JITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO TH£ SAN DIEGO COUNTY DEPARTMENT OF HEAL TH SERVICES AND CARLSBAD MUNICIPAL VATER DISTRICT. IN CASE OF EMERGENCY CONTACT CtDtJfi HtU-AT (8'>"b) ffi-77,.-, OR AFTER HOURS CONTACT Cypt,11:y Jiu AT {~5".f--) (p" 3 '~'I•'> *24. SHOV ALL PUBLIC & PRIVATE POTABLE VATER MAINS ON IMPROVEMENT PLANS. ITEMS NOS, B, 19 & 23 SHALL BE REQUIRED JUST PRIOR TO TH£ ACTUAL USE OF RECLAIMED VATER. ITEM NO. 22 TH£ S!GNAG£ PLAN SHALL BE PART OF THIS I.P. BUT TH£ ACTUAL SIGNS & TAGS VILL BE INSTALLED JUST PRIOR TO ACTUAL US£ OF R.C. VATER. . /--·-...,_, ·-..✓ --,v,· -,✓-··--,/· -✓-',/--,✓---,_.------✓---......,.--·•v-~,,.-----✓ -,,..----...✓--'v,·· ----✓ .. "v,,.. ----✓--,.,...--,✓-·-...._,..---✓ ~,...-,✓---.,,.,----✓---.__,----, : 25. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEASDM VALVE BOXES;i I ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 < \ OF 11-IE CALIFORNIA HEAL 11-1 AND SAFETY CODE. ) f 26. 11-IERE SHAL BE A PHYSICAL SEPARATION BETWEEN ADJACENT AREAS /RR/GA TED Wl11-I ~ \ RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY CONCRETE) ' STRIPS, CHAIN LIKED FENCES, OR 011-IER MEANS AS APPORVED BY 11-IE WATER DISTR/C 1 ~UEK _ j _ _.;'-......_ --•"-.__ / ._ ,/'-... _/'-___ ,,_ J"-....__,,/,. __ /'.._ ., ,-, __ .,,,,,....__J,•. __ __,A ___ ,,...._ __ _,A.. __ /.,.._ __ ,.-"-___ A. ___ _,,A..._,/....._ __ /'--. __ •• ''-. ___ /'-. __ _..,, _,.,.". ____ _,.., __ _,A.__ --··•-.._ __ _/- /1'\ / \ WARNING RECUCLED WATER DO NOT DRINK G. /RR/GA TE BETWEEN 11-IE HOURS OF 10: DO P.M. AND 6: 00 A.M. ONLY. WATERING OUTSIDE 71-11S TIME FRAME MUST BE DON£ MANUALLY Wl11-I QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE 11-IE NORMAL SCHEDULE. IRRIGATE IN A MANNER 11-IA T WILL MINIMIZE RUN-OFF. POOLING, AND POND/NG. 11-IE APPL/CATION RA TE SHALL NOT EXCEED 11-IE INFILTRATION RA TE OF 11-IE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE Wl11-I 11-IE lO1\£ST SOil INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY 11-IE EFFICIENT SCHEDULING OF 11-IE AU TOMA TIC CONTROL CLOCKS, (I.E .• EMPLOYING 11-IE REPEAT FUNCTION TO BREAK UP 11-IE TOTAL /RR/GA TION TIME INTO CYCLES IHA T WILL PROMOTE MAXIMUM SOIL ABSORPTION). ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER 11-IE CONTROL OF 11-IE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. MONITOR AND MAINTAIN 11-IE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS 11-IEY BECOME APPARENT. 11-IE LANDSCAPE CONTRACTOR /S RESPONSIBLE FOR EDUCATING EACH EMPLOYEE AND ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING 11-IE PR£S[NCE OF RECLAIMED WATER. MAINTENANCE PERSONNEL MUST BE INFORMED 11-IA T WATER IS FOR IRRIGATION PURPOSES ONLY AND IS NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL WASHING, ETC. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MOD/FICA TIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO.AND APPROVED BY, 11-IE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE Wl11-I DISTRICT STANDARDS. 1. ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED Wl11-I IDENTIFICATION TAGS. 2. A. TAGS SHALL BE WEA 11-IERPROOF PLASTIC, J"x 4 ", PURPLE IN COLOR, Wl11-I 11-IE WORDS "WARNING RECLAIMED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AV/SO -AGUA IMPURA-NO TOMAR" IMPRINTED ON 11-IE 071-IER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFAC71JRED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTl.Y OR Wl11-I PLASTIC TIE-WRAP QB 2. ATTACH TO SOLENOID WIRE DIRECTl.Y OR Wl11-I PLASTIC TIE-WRAP ..QB. J. ATTACH TO VAL VE COVER Wl11-I EXISTING VAL VE COVER BOLT. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECLAIMED WATER SPRINKLER HEADS. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDeNTIFIED Wl11-I A SIGN BeARING 11-IE WORDS "RITLAIM£D WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, Wl11-I BLACK LETTERS l" HIGH ON A PURPLE BACKROUND. 11-IE SIGN SHALL BE PLACED SO 11-IAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING 11-/E EQUIPMENT. DECLARATION OF RESPONSIBLE CHARGE: E:XERC/5£D RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN S£CnON 67DJ OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT "MTH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF HEAL TH SERVICES IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS _________ OF WORK, OF MY RESPONSIBILlnEs FOR PROJECT DE:SIGN. J FIRM ES DRESSES: {.,,/111;)•~1/1!. {):~~~_r, (.«_. re,1 · 'flDE. Mi c~ 'l:J-Mc> PHONE NO(S): ( l"i"( ) ?, 11 -q 3 7o REGISTRA noN NO(s): S-o~-EXP/RA nDN DA TES: _ _,_,l:L=i/~'='+f=d~'l ___ _ > > ( ( ( LEGE.'JD ,,.,,w ,,,.,,,,,,,,,.,,,,.w ,,,,.,,.,,,,,,,,,"W '°""' ----· RC ----------RC·----- •RC• ---•RC• -.. 10 * ------------- tfj NORTH SCALE: N.T.S. SHEETS CP-1, IP-1, PP-1 & PP-3 EXISTING POTABLE WATER SYSTEM EXISTING RECLAIMED WATER SYSTEM (OUTLINE) PROPOSED RECLAIMED IRRIGATION SYSTEM (OUTLINE) AREA OF RECLAIMED WATER USE POINT OF CONNECTION -RECYCLED WATER METER & BACKFLOW PREVENTION LOCATION "DO NOT DRINK" SIGN LOCATIONS PHASE II LIMIT OF WORK BOUNDARY MATCH LINE PHASE II RECYCLED WATER MAINLINE "DO NOT DRINK" SIGN LOCATIONS 1, ;;<, '1 \ ". \ -I , ' \'---~-------_ _,A. __ _,-, ____ _,A. __ /'-__ /..._ _ _/·-,, __ ./'-__ ---·-_,A..__ _/'---_.,,"-,_ ✓---, ___ ./'-, _,-'-.. __ .A-._ --c', ·-__ ,A, __ ,.-·--. __ _/'s_ ,.;''-._ -·'"'·-_.,.,·"-_./'-_ .-,'•. _/.. __ --'•, ,,, -· ---_,A //f\\/J ,-·---✓ • ✓--·v-··v ---.__✓ -.,__,,·-,,✓-----,✓-·,..,--·v--,.,,--~✓··--·,_1 ,.-' ' INSPECTION PROCEDURES ~ ( i ~ ( ~ 2 . ' 1. DISTRICT CONSTRUCTION INSPECTION SHALL INCLUDE: , REQUIRED SEPARA DON BETWEEN POTABLE AND RECYCLED WATER LINES. (HORIZONTALLY AND VERTICALLY). ~ PIP£ !DEN TIFICA TION / A. B. C. D. SLEEVING AT CROS/NGS. ·< APPROPRIATE MATERIALS AND MARKINGS, INCLUDING PROPER QUICK COUPLERS. i DISTRICT FINAL INSPECTION SHALL INCLUDE: A. B. C. D. E. F. G. H. I. SIGNAGE INSTALLED PER PLAN. CONTOLLER STICKERS TAGGING OF VALVES COVERAGE TEST AFTER COMPLETION OF 11-IE SPRINKLER SYSTEM TO ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCLED WATER USE. ALL ASPECTS OF 11-IE /RR/GA TION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF. AND PONDING. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. REQUIRED PROTECTION OF l\£LL, STREAMS, RESERVOIRS, ETC. CROSS-CONNECTION TEST IF REQUIRED. COLOR CODED, LAMINATED CHARTS INSIDE EACH CONTROLLER. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION Wl-i/CH SHOULD COVER A-1, OF 11-IE DISTRICT FINAL INSPECTION. .-·-...._ __ /-, ____ A._."-, __,"-., ___ /'-_,/ < / . ___ •,. __ ..,,___ . ./' .• _ .,/'-__ A ____ ·'-.. ___ r - ~ 11 SI ---l_ ,-• ., NORTH VICINITY MAP \,.~SW$ CARLSBAD MUNICIPAL WATER DISTRICT NO. __Q_~SQRIPTION ------APPROVED I DATE ~,_.,~\\ L. 8~1,;{,fo. • .. -----~-9 8 08 ~ ,;• ..-.,.._ "...-.:; ~ /r /~ ~ /.. 9 1 1st City Submittal and Bid Set _ 1 / / {j ~._ 7/J.°'' fj ~ l""',f/ £, y;::i ..,,-_z,o--_() 2 2~d CitySubmittal --------j10/10/D8 ::, / q W LIAM . PLUMMER R.C.E. 28176 DATE 3 lr,l City_S_ubmittal_/ Fln¥i §id§;,~ ---+D2/13/09 * Y:-_V; /4,. * DEPUTY CITY ENGINEER EXP. 3/31/02 ~ -.1//~• 4 -□~Hand 9ity Sub_mit~aJ for Approval A __ 7 __ 03/24/09 •. :,.wrn .:,,_0' ~A DI O COUNTY HEALTH DEPARTMENT -"'= ~ 'Z L F ci.,\'il:i xpiration ------'-}__-_Z'-f-:df__ -~-Date: ,~ "•"" PPROVED BY: 6-{ iHk. ¼ ek!, DATE DISTRICT APPROVED CHANGES DEVELOPERS NAME: ADDRESS: TELEPHONE: DATE PLAN PREPARED: BY: _ _ _ _ _ __ _ s..... (]) .c E :J C: -e r----.. co co C\I SHEET NUMBER +-' C: RW 1 2,3 4.5 6 TITLE 0 () ■ I ■ w ■ 0 p,·epared for, RIO SAN DIEGO PLAZA II MASTER, LLC/525 FARADAY AVENUE, SUITE 100 CARlSBAD, CALIFORNIA 92008 (760) 607-4282 "AS BUILT" DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET a CITY OF CARLSBAD %0 PLANNING DEPARTMENT PRIVATE (ONSITE) RECLAIMED WATER SYSTEM FOR: SHEETS VENT ANA REAL PH II 2175 SALK AVENUE CAR15BAD, CALIFORNIA APPROVED J~i ( "r, ~L;.,t 't -\-f. e>"f -- PLANNING DATE DAWN I YL PROJECT NO. l,RAWING NO. ss PIP 04-03 440•7M \ I ' I \ I \ \ ~---1 I EXISTING IRRIGATION ON SLOPES, PROTECT IN Pl.ACE. MAKE NECESSARY FELD ADJUSTMENTS TO ENSURE 100% COVERAGE. 1----ri • I I I I I L_, I I I I I I l -I 8' 2' £1 \" EXIST1NG 25 \ LIMIT OF WORK L 1' /YI,' I I 1' EX. MAINLIIE INSTALLED 314' 3" FROM FACE OF CURB i--1-+ \ I CONNECT TO EXISTING ~_,MAINLINE TO LOOP SYSTEM PONO POTABLE WATER SUPPLY &BACKFLOW I I I gZ \ I \ oL-'L ..... __.l. _._ .... LIMITOF -'---, ---ex. r -+I-r - -~i---.=-=='===-=~l ~-===-~AOD~~H;EADS; TO TOP OF -1 -SLOPE ANO CONNECT TO ---\-~jot?,at /j{f EX.~SYSTEM ATTOE "','R ·c ~ SLOPE ,, r ]_----:-C FMWFN:!E.OF -EXISTING "DO --+----- -NOT DRINK" SIGN II LOCATION, I PROTECT IN Pl.ACE PtlA8E M -.-,:,ou~ 815 11J 1' f!fr--- MAINUNE SHOWN CLARITY ONLY TYP . 11 11 11 I I I I I I / 2' FIUII IC '0--4111 LOCATION TO BE INST-...c, Pt.ANTER WITHIN THE ADO HEADS TO EX.~ SLOPE SPRAY HEADS -·- I /)} YI,' • REMOVE AND RELOCATE (4) EXISTING VALVES • I I ~ • I I I 8' I FC MAINLINE INSTALLED 2' FROM FACE OF CURB CONTRACTOR TO INSTALL IRRIGATION ADJACENT TO BUILDING SO THERE IS NO OVERSPRAY ON THE BUILDING I i I w w (/) _, ~ I PROPOSED I ?D' PUBLIC I WlR. ESM'~RE PULL I '-3/4' 314' -- ~--------------~ \@ 314' YI,' ---I I I I i -__J 1 6' 1 O' 314' 36' ~l 5~ 314' ----q L __________ ----~=~-------~~--~~- 18 ®10 / 13 l PROPOSED 31 ~ 28 B9 ,__, 20" PUBLIC ----<f-----¥ WTR £.-c., 'f 1.5" I ----r 2' 5' 3' • POTABLE WATER . ~M ' L ----71/4 "'1-----_1_ -METER_ --71 -~\, -----_ l_ _ ----7 1,.--:c-.\ , --t I I 314' \ ,ty,.· ~-~ VINGFOR NLINE SHRUB WORK 3M' I I I I I 1' / "DO NOT DRINK" ~ SIGN LOCATION RELOCATE FROM 5" EX. LOCATION , ff EX. SIGN LOCATION 314' MOVE TO PARKING ISLAND AS NOTED 72' I I 7' 1) I \ r-r- 314' YI,' 1' 1111" 1' YI,' YI,' ,. I lf 33 I I • I 91' I I I 94' 2' 2' 78' / \ __ -------------f-7--------~~M~.>~.S~TE~R~HOA~:------~ MAINLINE INSTALLED I 2' FROM BACK OF V-DITCH l l -Jl -1 ! -· •-1•-1 1 -l!-II -J ' ' LIMIT OF WORK w z :::::i ::c 2 <( :,:; I - a I /a KEYM>P I 'Z 'Z \ \~_ . _f\:, ~ a.a I EXISTING IRRIGATION ON SLOPES, PER FOX-MILLER "-----I IRRIGATION PLANS. DRAWING NO. 418GL & RW-2185. PROTECT IN PLACE OR REMOVE AND REPLACE AS REQUIRED AND MAKE NECESSARY FIELD ADJUSTMENTS TO ENSURE 100% COVERAGE . tU.S. ! 1 2 3 4 5 6 7 8 9 10 11 12 13 14 SVWOL Q T H ' ~ --• • • 0 .. .. .. • • • • • .. 0 .. • • .. • • Bl • II • MIIN<KACT. .... .., .. .. ..., --.. .. ..., ...,_, RAIHOIAO RAIHORl --...... ..., IRRIGATION MATERIAL LEGEND MODEL NO. I OE6CN"iiON 8'111 1112-&AM POP-LP ....... f-aAD wt MilN 1111D 1-0TA-t NOiZZl8 _.,Cl# .•.. M, .41 1,1~POP-4.P ....... ~WIM!Nlllllll~NOZZLB .... C/# •• , .• , •• ,,1,W 1112-&Nll~ ...... ...OWMINllll:J100THJl'NCIIDLa'MPCN' .... 11,.11,1.IT 1112-MMPOP,,U' ...... HEADWJUJNNICl1J.OTMIFICIIZZLB._.CJill .•. 17, 1.:11,U 1112-MM POf4.ll ..... t9ADWIWN__,11-0THPNCGIAI .... ~ .a.1.a , 1.11, 1.11 1112-SAM 1tE1m1118T"l1ICIT "10l'-UlfJ ---~.,.CAP .'1, 1.11, 1.21 1-.8MI P'Ol4.P_.,. HMOWW'r»WRMtllllD.-..:sr-PCa-OII .41 NOZZLU. U9l ... N0ZZlD lll(lt ~ ... 'MIIN 114', U. ICIT .. NOZ'ZLDFa. ~ Lm nwrl21G"--.-ic... ,.......y. INITAU.!DASA IIAINNICI,,,,,. ..... ~'IIWTHTHlflGDUMltDMI ~ ...._. IIIC7l'0R MMD 140:2 W PA«I ADIU'TOIIII fUO....,,, I ,_ ■an:TIG. HM.f ~1-11\.P.t.P-...i:.MCHIVlaDL.IL ITS'T'M>(2) •-FM._. M..M TNII., PI.ACE,_,,..RDOIM.Lat.u+OWII 8l0E8 OF PALM TMI. T'l"PICAI.. .... r». 1.10(1.tl t CIP'lf .. .. ,. ,. • • • • • .. NOSYWCL HUNTBI HC-71F-7al .... c,acl( VAi.YB INITALl.lDIE..OWM.LflOTOM-......,TIDNOWG ... lWllMIIN 'tl,wf,,._ HIOtE8T tEAD IN 2IJtE P.0.C. r'IMNJNEST\a, TN>MOEXaTNarlMINL.M:IIIMDIII a .... ,. ... FEBCO -,-;o -... @ -. ....,.. a....,.. • w.c.s. . ,._,,,,, ...,./J._,.ICID-,MMllltOCP\D#mYICE. LOCATIDATl'CIJCICINfllQ'f,......,_IOUIC8:,.._-.mG.LOCAlE IEHN)P'JUC.-ATPON>TOIIIWC CIC II Ii T-IIO IW.L 'IW.VI.. LOCATI AT Ila.DIG IJOTM.a •ta ll:Ull::il ,all acll.ATIQN QJ_la,_'1\IW. ITU RA.1.~ ~ YN.'Vl, IT ...... STall..U.. Sla#Gtwa..lwntec:M.•- AIIEIIB. Y\aE OH 2: 1/Z" IIIIN..MN#J awJa. LN IIZI. L.-10r, la f' DNJ.r LM 7NI Nl)N..IOTAII.I QI.IQ( COll!fll.a WIIL ... 'MTH__,,A UX:..COW. ICV-XX-FS-11 (1~, 1_r,.... NIIINULATID"-'ITIC:__,...COlffllCl.WW..'4._AI..,... 1 PMSIUIIII MQUU.TOIII. P.O.C\19...a4Wlil~- ACC-21QO...U, • OA.TIQN IRQA.TIONCClffllDLL,M--Y. COffllCIU.III....._ .... AI..Lm~A STAN.US ST&L MU. lll0UffEI PD ce• .aa ,MT 01' AIIIBIILY MIN~ ~""• IICUfT TO TOI' a, PO CW M INITMJ.. ~ MAHJP'~ !Wt'. D1110NI ,,,.,,._ '11> 0Cllffll:IUall 120 VOLT El.ECTfflCAI.. ~ PftCMDED Ir\'" B.ICffllCWt,..,,,.., ~l.OCAl10N III MD A8""""1im ("PUftPLE"' fllE:CL.Ml!D -~ ~ IIIPE W • r a.. ... LA'IBW.LIB 12" -.OWmwl!. ----,._,,,, ("PlJNlt.E"-0 t -Tlllt)~PNIIZIPM"-MIQ..t'IIM_.U. trl&CIWwm: ~Ol!TMlll.8Ta.0CICIATALLDWGEO-WiiON. ("PUNJ'LE"-Ot -TBt)~,..CL.-MSFINlllWCa"naD IWI0, ... (1111 ...... C...... PLACEIELOWALL.PAVINQ.HIII ♦ ;l;M.,ETC.,NmN..L IM>.,~Al.ffi'i L ffll:.lM. NO SYWCL llll1QI.TION CONTROL 'MM~ AWIIO DIIIB:f" a.lllM.J.,L.L U I $LAD) NO SYWKI. 3M NO SYIIBOl. ltBJ. NOSYWBCJ.. K.B.1. QC..XXX-S....,,.,CHECKVAL"VE,I.N IIZE,1 DC I I IMQl'MCHJICV._JCV.\.CM!a1'1'M'M.Z II.Ml KC-XXX-l~CHECK.~~.LMIIZl.1DO It tM')!l'litOtlllCY'W'laV,..,,..,_.,..LA,..._LN..._ W1EN NCV • ~llWifn-a S LDdi NO SYMBOL M"""9110WD ~ MtJN liE ltWJ. liit!W CONCM IE n-w.ar 1L0DCS ~ -----0.P.M. '\J!../ It ----0.P,H. VAi.Wi- INSTALL 10GAL. EZ FLOW IN-LINE FERTILZER SYSTEM (MODEL EZ010-HC) AT IRRIGATION POINT OF CONNECTION, JUST AFTER THE MASTER VALVE. NOTES: 1) THE FINAL IRRIGATION AS-BUil T PLANS 'NILL BE REQURED TO BE REVIEWED AND APPROVED BY THE CITY AND FINAL MYLARS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO Pl.ANNING DEPARTMENT SIGNING THE PERMIT CARD. 2) CHECK VALVES SHALL BE INSTALLED AS REQUIRED TO PREVENT ALL LOW HEAD DRAINAGE. WATER PRESSURE CALCULATlCINS CONTROLLER NUMBER HYDRAULIC GRADE LINE ELEVATION DIFFERENCE A POCSIZE 'r NIA POC ELEVATION 27•1.tl 11' STAT1CPRESSUR£(PSl)ATPUMP IO REMOTE CONTROL VALVE# RC.V. DEMAND (GPMJ A19 REMOTE CONmOl VALYe SIZE 30 TOTAL DEM•,.D (GPM) RCV. ELEVATION 2811.5 SIZE DESCRIPTION 2" EX. SERVICE LINE 1" EX. WATER METER 1-112" EX. BACKFLOWPREVENTER 2" EX. BALL VAJ..Ye 1-112" EX. MASTER CONTROL VALVE 2" 1,495 FEET OF MAINLINE: TYPE CLS. 315 1.5" REMOTE CONTROL VALVE 10% LATERAL LINE LOSS 10% FITTING LOSS ELEVATION CHANGE (P.0 .C. TO HIGHEST HEAD) TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU #10) PRESSURE REQUIRED AT HEAD TOTAL PRESSURE REQUIRED (SUM OF •11 AND# 12) RESIDUAL PRESSURE PSILOSS 1.0 a., 5 .0 1.0 2 .0 11 .0 1.9 2,9 2.a 5.0 "'·' 30.0 70., 11.9 1.5" 30 PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI APPROVED FOR PLANTING AND IRRIGATION ONLY. --- '" • Fr 101'T 12'T ,..,. .-111'T _,, 'l'T 11 l'T .... pn,:p...-...:1 for: 1110 SM DIEGO PINA N IIASTER, UCIIZI ,......,v •--• SllTE IOO CHIW♦I, CALlfOllilA 9lOOI (760) 607-4Zl2 "AS BUILT" INCLUDING PRECISE LOCATION OF PLAINTING AREAS. REVIEWED 8Y: t1-:C<4r~lf11ott INSPECTOR CJS ~ \ \ i;::s \ S-v ~ \ EXISTING IRRIGATION ON SLOPES, PER FOX-MILLER IRRIGATION PLANS. DRAWING NO. 418GL & RW-2185. 91811)8 -__1111_ CNy -ond 11d Set 9/28/08 -2ndClty- 02/13/09 -3ra City _ , -11d Set =-t-~-t----=--c..,~~~~---,,.-------t--t---t-----t--t ~ I CITY~~ ~~AD I~ Crl!wne,, Z,1-zC:,'•L.C>l''IIPC!:0..EC't!o~N.9..io~rt N.!ltiOno!l •,-:v.snt.!~.!I 111!,H 111.<:,U.O•k.,r',3 Cro!!,..i,,e_•l~L.t;: -"11N-~-~~ La~ut.-IP-I M.a~ c,:; :z:,te, J,5lpm ....... ' ' --' '..,j \· ,,_ ' ' - I '- J ---r-_____::,.._I PROTECT IN PLACE AND ADJUST EXISTING PG SERIES HEADS TO 360-DEGREE TO ENSURE 100% COVERAGE. ll -11 I CONNECT VALVE "X" INTO EXISTING MASTER HOA MAINLINE AT FOX-MILLER ~----1 PROPERTY. -NORTH 40 I SCALE: 1"= 20"-Cr 0:1/2,4/0II -llEH ond _,., ll/01/C9 -ow,., 6 IP-1 IRRIGATION PLAN Ml9/09 -ow,., Sill Wal< VENT ANA REAL PH II 2175 WJC AYBU Oll5M), ~ 80 I 1------+----t------------t---l-------+-----+----t I= 1-z✓,€£ 4v M~t: t-OTHEII_DA_TE_;.~1 ~-.O.-.Al.--if--:v-TE-;.~11-~-AL---t I::, -:--11 DATE IH1W. ENGINEER OF WORK REVISION DESCRIPTION PROJECT NO. PlP 04-03 \ 052810 CJ ~ E ~ 0 -t-, ...c ~ _c 0 0 .J ~ • -ri. -1-w w J: rn w w rn I ~ w z ::::i J: (.) i EXISTING MAINLINE, FIELD VERIFY \ I I IRRIGATION MATERIAL LEGEND EXISTING IRRIGATION AT FOUNTAIN, PROTECT IN Pl.ACE. MAKE NECESSARY FIELD ADJU8TMENTS TO ENSURE 100% COVERAGE. \ I I I I I I I I I I I I I ~---j INSTALL A PUMP START RELAY SIMTCH ADJACENT TO PHASE I CONTROLLER. CONNECT TO EXISTING AND NEW CONTROLLER, VERIFY PUMP OPERATION FROM BOTH CONTROLLERS Q .. • ·-T H --• • F .....,ACT ..,...., 0 ..... """' IIODEL NO. I ilE8CHiP I iCW 1112-SAM POP-u> 9«U8 HEAD WI RAIN BR) 5-QIT/H NOZZLES WNP CJ# 1112-SAII POP--1.P $tRAI HEAD W ~ BIRD a.QTJH NOZZLES._. Cl,P 1112-Mlf POP4JP ~ HEAD WI RAtN IIAD 10--Q/TIMF N0Z2l.ES VIN' CJ,/1 1111,.$,\M POP-I.JP $RIA MIAO '# RAIN llfltl 12,0'f!IHIF NOZZl.E8 W/HP CJ.P 111a-SAM POP-1.P atR.a HEAD WI RAIN 8tAD 15,Q"T"HF' NOZZl.ES.., CAP 1112-8AM 11ESTl1581Tl1&CST P0P-t,IP SI-HAI 1-EAD NNP CAP .... .30, .30, .40 .a , .36, .52. .1.oe; ·•· .12, :n , 1.11 .1115, .17, 1.3, 2., .13, 1.23, , .•. 3.70 .81, 1.21 , 1.21 PII IWllUS ,. SFT ,. IFT JllffllG -+- \ I I I I I :w JI, a LIMIT OF :w r 1-112"POTABLE ~ WATERPERP-1.';4 .. \ MAINLINE INSTALLED PLUMBING SITE PLAN S- 2' FROM FACE OF CURB 311' :w \ r :w ----~---e...---j..--8 e 8--',.;---e---r----,--A-4---6e .. .. • • ...,...., ,. ,OFT L-~~I ,h--~_.,, I I I --□==~ . ,~ I I • • .. 0 • • .... ..., ,. 12FT 8 • ...,...., ,. 1SFT .... ..., ,. 4X16f<T • • _u_~':°lo.,.F'!"_~_,KI,-•;;l:~ r P.b.c. ~_, I A17 .-1-a I"'! I I I EDGE OF~ ~",1 I I I I I n I ,- ~ 1 24 I 1.5" ----1 -+ _MAJNUNlj INSTALL ---r___,..,. 2' FROM BC ~I I ___ J!W i----~, I I I I I I I I I I 11"" / I 10.a@ ~-'-,+---IY NOTE: ,----REFER TO DRAWING 440-7L FOR II I REFERENCE TO EXISTING METER ANO POINT OF CONNECTION. CONTRACTOR TO VERIFY STATIC PRESSURE IS EQUAL TO THAT ' REFERENCED IN THE PRESSURE CAI.C. ~ AS SHO\MOI ON SHEET IP• 1 •• =:==-i---,~. ~ ----t----i---+ I I I NOTE: OUTDOOR EATING AREA. CONTRACTOR TO INSTALL/ ADJUST IRRIGATION SO THERE IS NO OVERSPRA Y, MISTING OR RUNOFF ON OR NEAR THE EATING AREA .. .. • • II II • "" -- @ • a B B I ---- ---------- 314" NO SYMOOL I NO SYMOOL NO SVM80l NO SYM80l NO SYMBOL I ...,..., .... .., -- HLNTl!R F9C0 IOICO .. '"'"""" HIJNTBI w.c.s. "'""""""' ,._, "' K.8.1. K.9.1. """"""""' , ....... ~--.a 1-EAO'IMNPCN'W IWNIR>IFMCIT..flCI.Ola N0ZZLES, U8E Clf'-eNOZZLES FOIIII Pl.AHTEM,~~21!Z, UIE 5CST-e NOZl1.EI FO.. PI.ANTBaS LEU nw. 2112' 'lltlEN! ""'-1CM.E AIIU.I MAY 1111! INBTAU.s) Ml A IIWN 1111110 P ........ AOAPT&t WTH,._ N0ZZLI Ml 1HCW1H PGJ.Olt,,fl ...... ROTOR 1-EAO H02 W PA.-80 .t,l)AP'T"Oft (0.50 OPM), P111E.S81..11t1 CC PO ... TING, HAl.F CI\CLE1-P'lP-l.P-.st,EACHSYlaCI..IE e+,WlWO(%) 1111 WPS 118' PAUi TftEE, P\.ACEAIIOYE ~OhCMOMIE Stt8 ~ PALM T"l!ETVPICAL. W/H/' CAP .40 10 " O.!O (1.~ QPM " HC-79F,1W IERIES Ci-ECK VM.\IES IMITAUEO IB.ON AU. IIIOTOM \MS..EVATION CHANGE GNAT!R Ti-Wil 10 Fl!lET ~ I-IOHESTHfADtfZONE 2" tiWNJHf' STUB. TAP wro EXISTING Z' ........ LINE PSt OltAWHQAMM..7 IZIYANDUCB)~MO<Fl.CM'DEYICf.. LOCATEDATflON)ONPOTAILE•TBtSCUCIFROllaa.DNI.LOCATE 111&-.:l lO! I DP AT P(N.) TO IM,XMZI IC U•ll. T -MD IAU.. VALW:. LOCATE AT IUll.DtNO POT AILE \Wt. TUI: IOUfliCI FOR ISOI.A110N OF 'M. TM FIA TI.IE ITU FULL POAT IMlNZE V~\IE. STAINLESI 8"EB. M.L ITBIAND 1-WD.E ViT1i ICH. IO- ASl8e. Y UIE ON 2 117' MlrlNJNEN«'J SfllililER. Lil'E IIZEU.-TOT, I.a Z'ONJ.rt.»E 7'M5 NON-POTAll.E Ql.lCK COI..PlER VAlVE IMTH MAGENTA LOCKING COVER: 1CV.)()(,..F'S.R (1•, 1.5i 8BttES PRESIURE REQU..ATED PLASTIC A8IOTE CCJHTACl. VAl\1£. SIZE AS SHOWN 1 PRESSUN: ~TCJIII: OP.O.CVSEACHVM.1/E. ACC-2IOG-58, 311 STATION l~TION CONTAOU.EIIII •e-ew If, CONTROl..L.Efl stW.J..: INIITAL.LEO'HTHNA ST"H.E88 STEEL 'MU. MOUNTED ENCLOSLRE AS PART OF A8SBB. Y RAIN 9EN90R, ~VR. MOUNT TO TOP CF ENCi OSI IRE INSTALL PER MANJFM:TVRER'S RECCllalENlATIONS At«J ¥ME TO CONTR0l..1.ERS 120 VOi.. T EL.ECTRICAl. PO'l"E:R, Pfb'.)lltOED 8¥ B...ECTFIICJAN. VERIF'f ACTI.W_ tOC'.AT10N IN FIELD ("PlMfllE" RECLAIMED WA.TE"} PVC PIPE 31•" • Z-CL 200 AS LATEAAI.. UHES 1'1." BB.OW GRACE (-pu;!Pl.F RECLAIMED W,. TER} PVC PIPE SIZE PER Pl.AN CL 315 AS MAINJNES 1tr BELOW GRADE PROVIDE T~UST BLOCII.S AT .a.LL Ctwo1GE OF OIRECTION. ("'PI...Rf'LE" RECLAIMED ""-lERJ PVC PIPE CL. 200 AS Sl..EEVlNa, TWICE TIE OWETER OF Plf'I: OR 'MRE 8LNJlE CARRIED PL.ACE BELOW AU PAVING, HAROSCAPE, ETC., ANO AS DtRECTEO BY O\MER'S AIJTHORIZED REPRESENTATIVE. IRRIGATION CONTROL 'MRE •14UF AWG DIRECT BlRAI.. (U.L. APPROVED} OBY DIRECT ~IAL WATER--PROOF WRE CON,,ECTORS F~ USE ON ALL tMRE CQNrECTIONS KSC-xxx.s SWING CHECK VALVE, LINE SIZE, 1 ~STREAM OF EACH RCV 'M-EN RCV IS LOVIER THAN TIE SffllNKI.ERS KC-XXX-S SPRING CtECK VM.~, LIN: SIZE, 1 DO'IMSTREMI OF EACH RCV IIAEDIATB.Y ABOVE FIRST LATERAL LJftE TEE, 'M-tEN RCV IS 1-ttGHER THA.N Tl-£ SPR1HKLERS ,\LL IIIWNUNE st-w.L ~VE CONCRETE THRUST a.ocKS £i.iii\ 3l ---<l.P.M. ~ -G.P.H. ~--VAL.VESlZE MASTER HOA I CONTROLLER ASSEMBLY LOCATION NOTE: INUNE INSTALLED 8 FROM FACE OF CURB I I ""°FT IFT lt FT ... 11 :w, L I:(~ hl:I I I CONTROLLER LOCATION SHOIIVN ON THIS DRAWING IS APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT THE CONTROLLER LOCATION FOR REVIEW AND APPROVAL BY THE O1/VNER PRIOR TO INSTALLATION OF THIS EQUIPMENT. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ELECTRICAL CONNECTION FROM 120 VOLT POWER SOURCE TO THE CONTROLLER AND All WIRE CONNECTIONS FROM ALL VALVES AND APPURTENANCE VALVES TO TERMINAL STRIP. INSTALL WIRES IN 3" PVC PIPE AND PAINT PIPE TO MATCH CONTROLLER PANEL. REFER TO ELECTRICAL ENGINEER'S DRAWING'S FOR POWER SOURCE. ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL STATE AND NATIONAL ELECTRICAL CODES AND REGULATIONS. FINAL LOCATION AND EXACT POSITIONING OF THE CONTROLLER SHALL BE DETERMINED BY THE O1/VNER. MINOR MODIFICATIONS OF CONTROLLER REQUESTED BY THE O1/VNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE O1/VNER. FAILURE TO OBTAIN O1/VNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE O1/VNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE O1/VNER. VALVE LOCATION NOTE: • 1 II l c:~J1 I 86 12 20" PUBLIC ~ 11 \ ) 1 ·- 1, WTR ESM'T '\Jij --\ 1 /i I I -1----------, __ , ----) _ 1.5' ______ \//_JI I \ ( / I 314" -311' 314" I I 8 ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THIS DRAWING ARE APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT EACH ELECTRICAL CONTROL VALVE AND ISOLATION VALVE LOCATION FOR REVIEW AND APPROVAL BY O1/VNER PRIOR TO INSTALLATION OF ALL VALVES. FINAL LOCATION AND EXACT POSITIONING FOR ELECTRIC CONTROL VALVES AND ISOLATION VALVES SHALL BE DETERMINED BY THE O1/VNER. MINOR MODIFICATIONS OF ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE O1/VNER. FAILURE JI I ~ 70' -I· 14 823 1' ' \1 _11' \ 311' I I 2' MASTER HOA MAINLINE INSTALLED 2' FROM BACK OF V-OIT H 1 1 -1 1 -11 311' -11 -1 LIMIT OF WORK -314' I sr ' I "DO NOT DRINK" SIGN LOCATION RELOCATE FROM - EX. LOCATION l M .:.19nnuA MAIN INE 'NSTALLE 2' FRO BA K OF CURB "' I WIRE PULLBOX "' EX. SIGN LOCATIOf<',L.----f- MOVE TO PARKING ISLAND AS NOTED ~ 1 1 -1 -11 -11 BLDGI I _J TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE O1/VNER. IN GENERAL, UNLESS OTHERWISE DIRECTED BY O1/VNER, ALL VALVES SHALL BE INSTALLED THREE FEET FROM EDGE OF HARDSCAPE, WALK OR CURB IN SHRUB PLANTING AREAS. CONNECT VALVE "X" INTO EXISTING MASTER HOA MAINLINE AT FOX-MILLER ~---1 PROPERTY. RE-USE STATION C-24. VERIFY CONTROLLER CAPABILITY IN THE FIELD RUN PHONE CONDUIT TO IRRGATION CONTROLLER. VERIFY PHONE POINT OF CONNECTION IN THE FIELD. INSTALL NEW CONTROLLER AT NEW COOLING STATION AND CONNECT BACK TO PUMP START RELAY SWITCH ~-_, TO BE LOCATED AT EXISTING CONTROLLER LOCATION, NOTED ABOVE. REFER TO CONTROLLER ASSEMBLY LOCATION NOTE ABOVE EXISTING IRRIGATION ON SLOPES, PER FOX-MILLER CONNECT VALVE "X" INTO EXISTING MASTER HOA MAINLINE AT FOX-MILLER ~---1 PROPERTY. RE-USE STATION C-24. REMOVE EXISTING FOX-MILLER IRRIGATION PLANS. DRAWING NO. 418Gl & 0 10 40 60 IRRIGATION IN ORDER TO CONSTRUCT \L___-J RW-2185.PROTECT IN PLACE OR REMOVE AND REPLACE KEY MAP I l If .. , ..... ··::"-~:-· tH.S. ~ t; ~ Ot'f'ICI: 11111 .lflNr. I/ U'lf, 2!2 /1 f;'. I f;'. ... ii;'. -/ / II 918/08 .. 1st City Slbrit1al and Bid Set 9/26/06 ss 2nd City Sutmttal 02/13/09 .. 3rd City Sutmttal / Fnl Bid 5et ,m_ 03/24/09 .. DEH and City Sutmttal '"' ApprovalA 10/01/09 .. Owner Changes I:,. tvll9/09 .. Owner Site Wale Cha,_ A DATE INITIAL • NOTE A: POINT OF CONNECTION SHALL BE A 2" MAINLINE STIJI FROM EXISTING Pl ~SE I. VERIFY THE ACT\JAL LOCATION SIZE NfO ~TER PMSIURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORll\TION SHOINN ON THESE DRAWNG IS FOUND TO BE DIFFERENT THAN TIE ACTUAL POC N=ORMATION GATHERED IN THE FIELD, WEDIATELY NOTIFY THE VJilOSC>PE ARCHITECT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION NfY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME Sl-'.til I 15£ THE SOLE RESPONSIBILITY OF THE CONTRACTOR. STATIC WATER PRESSURE DESIGN WATER PRESSURE MAXIMUM SYSTEM DEMAND RESIDUAL PRESSURE IRRIGATION NOTES: 100PSI 74PSI 32GPM 2ePSI 1. MAINLINE SHOWN IMTHIN PAVING FOR CLARITY 0Nl Y, ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HAR06CAPE AND OTHER OBSTACLES TYP. 2. ALL LATERAL LINES WTH GREATER THAN FIVE FEET OF ELEVATION CHANGE SHALL HAVE THE KING BROS. MOD. NO. KSC-XXX-S (LINE SIZE) SWING CHECK VALVE INSTALLED AT EVERY FIVE (5) FEET OF ELEVATION CHANGE MINIMUM. CONTRACTOR SI-foll ! VERIFY ALL SWING CHECK VALVE LOCATIONS WITH OYt'NER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING 'MlRK. 3. ALL RCV'S CONTROLLING IRRIGATION HEADS ON SLOPE SHALL BE INSTALLED WITH A LINE SIZED KING PROS. MOD. NO. KSC-XXX-S SWING CHECK VALVE. INSTALL SIMNG CHECK VALVE DIRECTLY DOWN STREAM OF THE RCV TO PREVENT DRAINAGE OF WATER IN PVC LATERAL INTO VALVE BOX DURING RCV MAINTENANCE. 4. USE ADJUSTABLE ARC NOZZLES FOR All HEADS LOCATED IN AREAS MiERE A STANDARD ARC PATTERN OVER SPRAYS ONTO BUILDINGS, WALLS OR PAVING. ADJUSTABLE ARC NOZZLE SHOULD HAVE THE SAME RADIUS OF THROW AS THE NOZZLE BEING REPLACED. 5. CONTRACTOR SHALL ADJUST All HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH O1/VNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. WHEN A 180 DEGREE ARC HEAD IS LOCATED WITHIN 3 FEET OF AN OBSTRUCTION THE CONTRACTOR SHALL INSTALL 1WO 90 DEGREE ARC HEADS AND ADJUST TO AVOID THE OBSTRUCTION. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, PROPERTY LINES, DIMENSIONS, ETC. PRIOR TO BIDDING AND PRIOR TO COMMENCING WORK. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF IMTH All SITE CONDITIONS PRIOR TO BIDDING AND PRIOR TO COMMENCING 'M)RK. 5. IRRIGATION SLEEVES SHOIIVN FOR MAJOR STREET AND DRIVEWAY CROSSINGS FOR CLARITY ONLY. CONTRACTOR SHALL INSTALL SLEEVING BELOW ALL PAVING, HARDSCAPE, ETC. AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. 6. All PIPING AND WIRE SHALL BE SLEEVED UNDER PAVING. ALL SLEEVES TO BE MINIMUM 2X DIAMETER OF PIPE SLEEVES. ALL MAINLINE SHALL BE ACCOMPANIED WITH A MINIMUM 2-INCH DIAMETER WIRE SLEEVE. SLEEVING TO EXTEND MINIMUM 12 INCHES BEYOND PAVING. 7. BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING AND BUILDINGS FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED IMTH TREES AND AS DIRECTED BY 01/VNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD IMTH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING 'MlRK. 8. NEW IRRIGATION WILL HAVE TO BE "HI-LINED" FOR SHUT DOINN TEST AND CONNECTED TO EXISTING AFTER THE CROSS CONNECTION TEST IS COMPLETE AND CERTIFIED BY COUNTY HEAL TH RIO SAN DIEQO PLAZA JI W.STER, LLCUl1H f' AAAOA Y Affl!IUE. SUITE 100 CAJIUIIAD, CALFOINA 9ZOOI (760) 607-4ZIZ DEPARTMENT. "AS BUILT" APPROVED FOR PLANTING /fjtl AND IRRIGATION ONLY, ~Jr!£ Z'Hfl:-,,-.t;,10 INCLUDING PRECISE TITLE /'l,_ttJC. Ill.,!-,._ ,...... I DATE LOCATION OF PLAINTING REVIEWED (Y: AREAS. hJ.L t:,-. l:lL.,1\-',-1~\Q INSPECTOR DATE ~ 11 CITY OF CARLSBAD PLANNING DEPARTMENT ~ 0 • -IP-2 IRRIGATION PLAN VENT ANA REAL PH II Z175 SAIJC AVENUE CAI.I.S8AD, CUOtl'tA [ APPROVED l"z..,/4.( ~-~ \A PLANNING ,;--,~-~ I DATE DWN BY: YL PROJECT NO. DATE INITIAi. DATE INITIAL CHKO BY: .. VERIFY CONTROLLER CAPABILITY IN THE FIELD KEYSTONE RETAINING WALL, REPLACE AS REQUIRED AND MAKE NECESSARY FIELD IRRIGATION AND INSTALL NEW. ADJUSTMENTS TO ENSURE 100% COVERAGE. NORTH I I I ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: .. I P1P 04-03 11 ~~~:0·1 c,r,11,.~ Z:,l;i::i'-.L.Dl'-io"""'OJ■C:Te.',1!',,e..port Nol tlC>Ni l½v•nu1n11 "••I IJ½\I,~ Cli"a111ins3•'-'JL:ll•v9N·~-I~~ L.a!P'-'t, lf'l>-l Mo!~ OS., 20 10 , 3 .S.8ptli SCALE: 1 "= 20'-0" 052810 -0 0 -t, rJ 0 ..c .r.. 0 ~ ~ ,;,\ ,---, 3 ,.,~-; ---' ' 4" MIN. ~ II _..., 10 PIPE DIA - IN. · ;~~',1(,: t,• f~,D-r•" ,;, "\':li)''ll!,;'('•o . ,' :J'.11'~!1'"• ~S,-!.•r, :r"'..:•!:J•,-:· ·:..• !ib~.,~-~,z •• ;•,i·• .i.:~:;:..,_ __ _, 1 '----------;B '------------49 '----------------f10 NOTE: 1. FINISHED GRADE IN TIJRF AREAS 2. PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "FS" ONTO LID. 3. FLOW SENSOR, SEE LEGEND FOR SPECIFICATION 4, FINISHED GRADE IN SHRUB AREAS 5. 24' WIRE LOOP 6, PVC MAINLINE PIPE PER SPECIFICATION 7. BRICK SUPPORTS 8, LANDSCAPE FABRIC 9. 314" ROCK, 2 CUBIC FT. 10. PVC MAINLINE PIPE TO MASTER VALVE (NOT LESS THAN 10 PIPE DIAMETERS) PER SPECS. AND PLAN, 11. WARNING PLASTIC TAG 'RECYCLED WATER -00 NOT DRINK" IN ENGLISH AND SPANISH INSTALL FLOW SENSOR AS PER TI-IE MANUFACTIJRER'S RECOMMENDATIONS, WIRE TO IRRIGATION CONTROLLER. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTI-1 ON THE DOWN-STREAM SIDE OF THE FLOW SENSOR. I FLOW SENSOR ~mt: ~ M.INIMUM PIPE COVERAGE SHALL BE AS FOLLOW: ': A. PRESSURE LINES: • LESS THAN 3" IN DIAMETER -18" COVER • 3"-5 ½" IN DIAMETER -24" COVER / • 6" OR GREATER IN DIAMETER -36" B. LATERAL LINES" 12" COVER C. SLEEVES UNDER ROADS: • 6" OR LESS IN DIAMETER -36" COVER : • GREATED THAT 6' IN DIAMETER -48" COVER • .. D. SLEEVES UNDER PAVING (NON-ROADS): SAME AS ABOVE CD N.T.S. 1. FINISH GRADE 2. CLEAN COMPACTED BACKFILL 3. LATERAL LINES, PURPLE "ALERT LINE" PIPE SEE SPECS. 4. CONTROL WIRES, SEE SPECS. 5. UNDISTURBED SOIL 6. PRESSURE MAINLINE, SEE ,.~Jl~~C!,l;JQ,ATl9~ /• ', 7. WARNING TAPE J/1 \ ,..,,-----✓--, ,---._,,.~ ,--~",---._ ----✓---. ---,_,-.......,_,,----.__,---~ NOTES:. \, ! 1) RECLAIMED SYSTEMS TENCHES , SHALL PROVIDE FOR TWO LAYERS OF' WARNING TAPE RUNNING CONTINUOUS ALONG THE ROUTE OF THE MAIN LINE. ONE SHALL BE LOCATED IMMEDIATELY ON TOP OF THE MAINLINE PIPE AND ONE 12" ABOVE THE TOP OF THE MAINLINE. F 1. FINISHED GRADE IN TURF AREAS 2. PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BV" ONTO LID. 3. BALL VALVE, SEE LEGEND FOR SPECIFICATION 1" ABOVE ADJACENT CURB ----<3 llllfllllHM ~----<6 ----{l ~---® ~----------<~ ----{S) -------------j1J NOTE: 4. FINISHED GRADE IN SHRUB AREAS 5. PRESSURE SUPPLY LINE DEPTH AS PER SPECS. PURPLE "ALERT LINE" PIPE 6. PVC MALE ADAPTER 7. BRICK SUPPORTS 8. BRASS UNION 9. BRASS NIPPLE 10. LANDSCAPE FABRIC 11. 3/4" ROCK, 2 CUBIC FT. 12, WARNING PLASTIC TAG "RECYCLED WATER -00 NOT DRINK" IN ENGLISH AND SPANISH ' BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION AT MAIN LINE DEPTH. BALL VALVE 1" ABOVE ADJACENT CURB 3 --------{ 6 -½-----{ 1 _,---1 B ~!,f""' SJ'-'-''-;"'-...:..,.tl..::V~~'--'t.i:~----{9 '---L: l_J._J-----{10 ----€) ~-----------<12 ~---------€) NOTES: N.T.S. 1. FINISHED GRADE IN TIJRF AREAS 2. PLASTIC ROUND VALVE BOX WITH SOLT DOWN COVER, USE STAINLESS BOLT NUT AND WASHER HEAT BRAND 'QCV' ONTO LID. 3. QUICK COUPLER KEY WITH MALE HOSE BIB CONNECTION AS SHOWN, KEY MUST CLEAR VALVE BOX 4. FINISHED GRADE IN SHRUB AREAS 5. QUICK COUPLER VALVE SEE LEGEND FOR SPEC. 6. GALV. PUNCH LOC (2 REQ.) 7, BRASS NIPPLE (LENGTH AS REQ.) 8, BRICK SUPPORTS 9. BRASS TRIPLE SWING JOINT (SIZE PER QCV) USE lWO STREET ELLS, ONE NIPPLE (6" MIN. LENGIB), AND ONE IBREADED ELL FOR ASSEMBLY 10. MAINLINE, SEE SPECS. 11, #4x 36' REBAR STAKE 12. LANDSCAPE FABRIC 13. 314" ROCK, 1 CUBIC FT. 14. WARNING PLASTIC TAG "RECYCLED WATER-DO NOT DRINK" IN ENGLISH AND SPANISH a, USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL. b, QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. LEGEND: 1. SIGN MAT'L: .032 THK ALUMINUM ABS PLASTIC OR STICK ON VINYL SIGNS. 2.1-1/4" GALVANIZED STEEL, U CHANNEL OR BOX POST. 112 3.SIGN FACE: WHITE REFLECTIVE SHEETING 3M DIAMOND GRADE OR APPROVED EQUAL (PER CALIF. D.O.T. MAT'LS SPECIFICATIONS) COLORS: -WHITE WILL BE USED FOR LETTERING AND THE PICTOGRAM BACKGROUND. -PURPLE (EQUAL TO SPL 71 PEMANENT VIOLET 498) WILL BE USED FOR THE GENERAL BACKGROUND. -BLACK WILL BE USED FOR THE PICTOGRAM • ~ OUTLINE ;); .., -RED WILL BE USED FOR THE "PROHIBIT' SYMBOL. NOTES: SIGN POST INSTALLATION SHALL BE APPROVED BY THE WATER QUALITY TECHNICIAN. LOCATION OF SIGNS SHALL BE APPROVED BY THE CITY ENGINEER. 1 / 10' 5• ~ !'--~--:_3/8"DIA • o. 1" (2 PLCS.) ~~ IN ORDER TO CONSERVE WATER .... RECYCLED WATER IN USE ----0) ~ DO NOT DRINK NOTOME • :i! ELAGUA WA.SH HANDS AF"Tm CONTACTING LA\'ESE SUS MANOS DESf'UES DE USAR 112· -_: ! , ____ , 1-'' I---: l i ----' • 5/8" R. (4 PLCS _ll'\,1!1--------( 2 -, . ,-- ' j ___ _ ,- ' ,- _, ,,-'' ,--1 -'i'-'I' ' ·-_-::_-::! ! ; -~;I:= 1-----------{2 NOTE: ----~----<® 11,2· -~--------® lJI: r-1; :-:_iJ~ " 1"'-'· • ,'~c,-1' 1: -_--:-_--:j,1_!,1- 1· -:-s-1 ::=I ----G) . : !t~;-;-i :~ -® 1, INSTALL SPRINKLER HEAD FLUSH WITH FINISHED GRADE IN TURF AREAS 2. POP-UP SPRINKLER HEAD, SPRAY OR ROTOR SEE LEGEND FOR SPECIFICATION 3. INSTALL SPRINKLER HEAD 112" ABOVE FINISHED GRADE IN SHRUB AND GROUND COVERS AREAS 4. UNDISTURBED SOIL 5. TRIPLE SWING JOINT, LAY LENGTH TO BE 6" MINIMUM SIZE AS PER SPRINKLER OUTLET 6. SCH 40 PVC SxSxT TEE FITTING LATERAL x SPRINKLER INLET SIZE 7. LATERAL LINE, SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIRED 8. PURPLE COVER ,.,.--.,,,~,--.__,/--...__,/-----V------../------..,,,r'------..~,,..---...,_/~ ( PRE-ASSEMBLED TRIPLE SWING JOINT, ') PVC TYPE, WITH 0-RINGED JOINTS, 1 MIPT INLET AND MIPT OUTLET LAY LENGTH TO BE 6" MINIMUM SIZE AS PER SPRINKLER OUTLET INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN GROUND COVER AREAS. INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS. INSTALL SPRINKLER HEADS 12" FROM ALL BUILDINGS AND WALLS. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS, RECYCLED WATER SIGNAGE N.T.S. A POP-UP SPRINKLER N.T.S. ~-------11 ~------0 1" ABOVE ADJACENT CURB ----® 4 ~~~~;---\ 6 ~~--......---1,l '/ t~i:.i.,)·._Ji,.'.:·;·· ~. ~ ~. ·--. ----@ , • .,,( •. " •o·' ••~':'\•>' <, •.•. ~~ .. '8'c:.:•·;· ;~-·•·r···r··-=·•O~"'':··~· ~· ;•·i•".!'2~=:.i-~--{0 1--= .-• ' .... '-' • ' ~ •> .,._, '"~ ~ ~ ~-------<10 ~-------<II --0 --@ ~------------€) NOTE: 1. FINISHED GRADE IN TURF AREAS 2. PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "MV" ONTO LID. 3. MASTER CONTROL VALVE, SEE LEGEND FOR SPEC. 4. FINISHED GRADE IN SHRUB AREAS 5. 24" WIRE LOOP WITH WATER PROOF COLOR WIRES WITH STRIPE WIRE CONECTORS USE Wl-ilTE AND RED 6. VALVE ID TAGS 7. PVC SCH 40 FEMALE ADAPTER, 2 REQUIRED 8. PVC MAINLINE TO FLOW SENSOR, PIPE PER SPECS. 9. BRICK SUPPORTS 10. PVC UNION 11. PVC NIPPLE TYP. 12. LANDSCAPE FABRIC 13. 3/4" ROCK, 2 CUBIC FT. 14. PVC MAINLINE PIPE FROM BACKFLOW PER SPECS. 15, WARNING PLASTIC TAG "RECYCLED WATER -DO NOT DRINK" IN ENGLISH AND SPANISH USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF THE MASTER VALVE ASSEMBLY. ICTE, All l'E<'nUP IIIA1EJ<-,,llajpff Alf>~ mu_ l'f-AI0~"6-/N, 'OT!l()A'II> ftcn:Alm 1(;11 l'laVA1E -..11a101'&111'5" ~ IEQ..ll1Att,;fl w, Al-0 Mnl.Ancte-f'Gfil: 00<&11W1<>1 Cl 1'E<TCL!l> ""TlRIWII' OCT<a'R 1\19 POTABLE MAINLINE: CROSSING rot<\fll! ~ 1.1£----->t l\'ECl'c:l,B) UlllER -OON l1AN.III! lll' ![J:N; -~ -•~ Ci.l'AANU Cf ~• lffll1J1 I& l'llm'.TCl1Y IIJ,iEII GS!:65N:; P>lH Cf A F'OTta! IIIATE!t I.IN!. IN!>[,dl.J..ATJQ,I Cf isEC'Cl.l:D 111',fER ~'.fo,J YAltH: 24' AU1 f/a Gf &IP!lJlOU<Ul.i FrCWt Ill! ~W,Rr YI Jffll!tl\tAJ. Q.Ell</,IJQ flU1 F01Aa.E MAll<.1£ ~ oll'l'ET. (--) POTABLE SERVICE LINE CROSSING prepared for, RIO SAN DIEGO PLAZA II MASTER, LLCl!S2S FARADAY AVENUI!, SUITE 100 l-7.....,,-----------------------------------~b,-~----------------------------------+7""...,_.---------------------------------t ...... .._----'-·'-· ·--~-~..:,._....,:....,__"-'-~~'--"'-'---~-'-'""-"'"-""'"".,;.;..""""'-------1 CARlS!All, CALlfORNlA 92008 J PIPE INSTALLATION N.T.S. ,,----,,.--.__~-,,--~ ----~-'-- MINIMUM PIPE COVERAGE SHALL BE AS FOLLOW: A. PRESSURE LINES: • LESS THAN 3" IN DIAMETER -18" COVER • 3"-5 ½" IN DIAMETER -24" COVER i • 6" OR GREATER IN DIAMETER -36' B. LATERAL LINES' 12"COVER C. SLEEVES UNDER ROADS: • 6" OR LESS IN DIAMETER -36" COVER • GREATED THAT 6" IN DIAMETER -48" COVER ! • SCHEDULE 80 PVC D. SLEEVES UNDER PAVING (NON-ROADS): • LESS THAN 3" IN DIAMETER -18" COVER • 3"-5 ½" IN DIAMETER· 24" COVER • 6" OR GREATER IN DIAMETER -36" • SCHEDULE 80 PVC NOTES: 1. ROADWAY PAVING OR PEDESTRIAN PAVING 2. SAND BACKFILL COMPACTED TO THE DENSITY OF EXISTING SOIL 3. LATERAL LINES PURPLE "ALERT LINE" PIPE IN SCH 40 SLEEVE 4. CONTROL WIRES IN SCH 40 SLEEVE 5. UNDISTURBED SOIL 6. PRESSURE MAINLINE IN SCH 40 SLEEVE --------- ' 1. WARNING 'TAPE 1) PVC SLEEVES TO BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED 2) DETAIL ALSO FOR PIPE INSTALLED IN ROCKS.QI[_,~, •. •, 3) RECLAIMED SYSTEMS TENCHES SHALL PROVIDE FOR TWO LAYERS OF , WARNING TAPE RUNNING CONTINUOUS ALONG THE ROUTE OF ' THE MAIN LINE. ONE SHALL BE LOCATED IMMEDIATELY ON TOP OF THE MAINLINE PIPE AND ONE 12" ABOVE THE TOP OF THE MAINLINE. SLEEVING INSTALLATION N.T.S. Or<'!11.,in9, %, 1·2 F''-!OJEiC't!.'.-,"Jswparl -..i,i,or,,11 v,·,.-<Snti!ino!I Fits al 111--::LUarl<.in9 Orawrr-e•'":!..01 °VEl\l•F"~-1c:> du,9 l-il~C-1.ltc •~., J,61 :4, ~o,z,,a, 11c;,:am G QUICK COUPLER N.T.S. 4'MIN. PVC SLEEVES TO BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. DETAIL ALSO FOR PIPE INSTALLED IN ROCK SOIL. 1• ABOVE ADJACENT CURB 6 7 1. FINISH GRADE IN TURF AREAS 2. PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARD SCAPE EDGE, HEAT BRAND "RCV' AND CONTROL STATION # ONTO LID. 3. FINISHED GRADE IN SHRUB AREAS 4. 24" WIRE LOOP 5. VALVE 10 TAG 6. PVC THO. ELL SCH 80 PVC 7. CONTROL VALVE 8. SCH 80 PVC NIPPLE TYP. 9. BRICK SUPPORTS 10, IRRIGATION MAINLINE 11,314' CRUSHED GRAVEL TWO CUBIC FEET 12. LANDSCAPE FABRIC 13. LATERAL 0 14. FEMALE ADAP. SCH. 80 PVC i-----(10 15,SCH.80UNION 16. WARNING PLASTIC TAG "RECYCLED WATER-DO NOT DRINK" IN ENGLISH ~-------<II AND SPANISH H REMOTE CONTROL VALVE N.T.S. D MASTER CONTROL VALVE N.T.S. B 9/8/08 ss 1st City Submittal and Bid Set - 9/26/08 ss 2nd City Submittal 02/13/09 i ss 3rd City Submittal / Final Bid Set o:;- 03124109 ss DEH and City Submittal for Approval.A ----- ~---DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION (760) 607-4282 POTABLE CROSSING N.T.S. APPROVED FOR PLANTING "AS BUILT" AND IRRIGATION ONLY, ·------------. INCLUDING PRECISE TITLE -· ---·· ··-· DATE LOCATION OF PLAINTING REVIEWED BY: AREAS. -------- INSPECTOR DATE I SH1EfT 11 CITY OF CARLSBAD l ISHEETJ ~- -~--~--PLANNING DEPARTMENT 20 10-1 IRRIGATION DETAILS -VENTANA REAL PH II 2175 SALK AVENUE CARLSBAD, CALIFORNIA - -. APPROVED li,,:((_i~ '?·l-!, .. 'f_ I ---- PLANNING DATE I [DWN BY: YL i PROJECT NO. -110~;~;;0. DATE INITIAL DATE INITIAL 1CHKD BY: ss P1P 04-03 OTHER APPROVAL Clli' APPROVAL AVWO BY: ss II ! ,, ' ' J :i . ' .i, u w Or~ ,.;n9, :Z:, '-·, F'~OJiiC'TS.' iNewport t,,;ational1/, '✓&1tana i:.?ea I 111·'~\J.lorklns C-as.insz•'·':lO:--✓EN•PO•IO.dw9 L.a~o.it, 10-% JI'!'! :4, :oo'!, 11,:.2a., R i-----~~-----0 ~--------@ 1. INSTALL SPRINKLER HEAD FLUSH WITH FINISHED GRADE IN TURF AREAS 2. POP-UP SPRINKLER HEAD, SPRAY OR ROTOR SEE LEGEND FOR SPECIFICATION 3. INSTALL SPRINKLER HEAD 1/2" ABOVE FINISHED GRADE IN SHRUB AND GROUND COVERS AREAS 4. UNOISTURBED SOIL 5. TRIPLE SWING JOINT, LAY LENGTH TO BE 6" MINIMUM SIZE AS PER SPRINKLER OUTLET 6. SCH 40 PVC SxSxT TEE FITTING LATERAL x SPRINKLER INLET SIZE 7. LATERAL LINE, SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIRED 8. ROOT BALL OF PALM TREE 9. PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF PALM. ADJUST PER ROOTBALL SIZE TYPICAL 10. FOR PALM TREES USE ONLY: 1402 PRESSURE COMPENSATING FULL CIRCLE BUBBLERS. 11. PVC LATERAL LINE PIPE, SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIREMENTS 12. PURPLE COVER NOTE: @---------H----____ u-, (D-______ _ 2. ------------------------------- 4. LOCATED INSIDE ENCLOSURE WALL WALL MOUNT CONTROLLER ASSEMBLY 0 LEGEND Q) CONTROLLER M\ 110VACHARDWIRE D GFI AND SURGE PROTECTION @ N/A INSTALL BUBBLER HEADS 12" MIN. FROM FENCES WALLS OR BUILDINGS. @ 1'FLEXCONDUITFORPOWERSUPPLY C'\ RAIN SENSOR INSIDE A STRONGBOX ~ RGVRSS ENCLOSURE PALM BUBBLER IRRIGATION WATERING SCEDULE Ventana Real PH II ' JAN FEB MAR APR MAY JUN JUL AUG SEP Irrigation Schedule I ETo/Mo 1.9 2.2 3.4 4.5 5.3 5.7 5.9 5.6 4.5 POC / Controller PH I & II ETo/Day 0.06 0.08 0.11 0.15 0.17 0.19 0.19 0.18 0.15 l ' -----. . -· ------· " ----------------Type AKc Pr Rate IE ! I Shrub Spray I 0.4 1.9 0.65 1.2 1.6 2.1 2.9 3.3 3.7 3.7 35 2.9 16 Qty. of Valves Total Run Times 19 25 34 47 53 59 59 56 47 Shrub Rotors 0.4 0.5 0.8 3.6 4.8 6.6 9.0 10.3 11.4 11.4 10.8 9.0 7 Qty. of Valves Total Run limes 25 34 46 63 72 80 80 76 63 Turf Spray 0.8 1.74 0.7 2.4 3.2 4.3 5.9 6.7 7.5 7.5 7.1 5.9 0 Qty. of Valves Total Run limes 0 0 0 0 0 0 0 0 0 Tree Bubbler1 I 0.8 I 3 1 1.0 1.3 1.8 2.4 2.7 3.0 3.0 2.9 2.4 6 Qty. of Valves Total Run Times 6 8 11 14 16 18 18 17 14 -· ·-------------------···---------------·-·-----··--- .. ----·--·· -____ ,. .... ,., .. --------------------------------------------Total Valves: 29 TOTAL RUN TIMES (HRS):; 0.8 1.1 1.5 2.1 2.4 2.6 2.6 2.5 2.1 ! I -····----------+ ------- I I JAN FEB MAR APR MAY JUN JUL AUG SEP 1 . OCT NOV DEC Total: 3.4 2.4 1.9 46.7 0.11 0.08 0.06 ! 2.1 1.6 1.2 Min/Day 34 25 19 Total Min/Day 6.6 4.8 3.7 Min/Day 46 34 26 Total Min/Day 4.3 3.2 2.4 Min/Day 0 0 0 Total Min/Day 1.8 1.3 1.0 Min/Day 11 8 6 Total Min/Day ~----- ------------r-------------------------1.5 1.1 0.8 ------------- -----~ ····-----OCT NOV DEC 9/8/08 ss 9126/08 ss - 02/13/09 ss - 03124/09 ss -· ·- --- -- - -DATE INITIAL - ENGINEER OF WORK N.T.S. 1st City Submittal and Bid Set 2nd City Submittal NOTE: I. 2. 4. 1. 3. @ ENCLOSURE WALL, PER ARCHITECT CD POWER AND IRRIGATION CONDUIT/ WIRING @ FINISHED GRADE INSTALL ENCLOSURE AS INDICATED BY MANUFACTURER'S RECOMMENDATION. ROUTE WIRES AND SLEEVE THROUGH WALL AS PER LANDSCAPE ARCHITECT'S RECOMMENDATION. CONTROLLER ENCLOSURE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE TITLE ____ LOCATION OF PLAINTING REVIEWED BY: AREAS. INSPECTOR N.T.S. prepareol for, RIO SAN DIEGO PI.AZA II MASTER, LLCl5Z-5 FARADAY AVENU!, SUITE 100 CARLSBAD, CALIFORNIA 92008 (160) 607-4282 11AS BUILT11 DATE DATE 3rd City Submittal / Final Bid Set 8. cm [:ITY OF CARLSBAD PLANNING DEPARTM_ENT LH~~~l DEH andClty Submittal for Approval.i:. _ ------------. -~-- ----I----~----10-2 IRRIGATION DETAILS ---------·· ---~----VENTANA REAL PH II 2175 SALK AVENUE CARISBAD, CALIFORNIA ~- ~PROVED .. li..-&_eq_._ ~iL --·----. ---- j .1+,e"S ---·-LANNING DATE :owN BY: YL PROJECT NO. -. ·1 iDRAWING NO. DATE INITIAL DATE INITIAL ss REVISION DESCRIPTION -~-1CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: ss P1P 04-03 440·7M PARTI-GENEIW. 1.01 SUMMAl!r SECllON 02811 I.ANOSCN'E IRRIG',110M A. It ii the intent of the epeciftCOtiono ond dnlwingo that tho fini&hed system is eornplei. in tNOr'J reos,ecl and ohol be roody for operation ootisfocto,y lo the Owner. I!. Thll wOi'II shal inolude al mot«folo, labor, OO'Vices, tronsporlotion, and equipment necenory to perform tht work 01 incflCCJled on the drawing-. in these epecifteotion, ond a, noceooary lo complete the controct. 1.02 CONS1R\JCTION DRAWINGS A. Out lo the ocolt of the drawlngo, ~ l1 not possibl1 lo ind"H:Olo al offseto, fltllnoo, "'"'"' eta. which may be required. Tho Controclor shal carefully invesilgolt the olruclural ond fini,hed conditions affecting al of hi■ wOi'II ond plan hit work occonlingly, furnishing such fllllngo, eta. as may be required lo meet such cond"rlionL llrowinga art generally d",ogrommotic and indicotivl of the wO!lt to bt inslallod. 1bt work ahal be insfalled in such a mannor 01 to avoid contricts between irrigation system-. plantlng, and arehlloclurol featurea. I!. Al woril colltd for on tho dnlwingo by naleo o, delan, ■hol be fumished and illlf<llled whether or not specif,cally mentioned in tho speciflCOtionL When an item It shown an tho piano but not shown on the speciflCOtion1 or vice verso, ft shol be deemed to be a, shawn on both. Thll londocopo Arehftect shol have final •ulhori'1 for clariftCotion. C. Tho Controclor ehol not willfully inslol the irrigotion system as shown on the drawinga when it i1 obvious in the field that o6structions. grade differences or dllcrepancin in oreo cfamension■ exist that might not have b&on considered in engineeri09, Such obolruction1 or differenoeo should be brought lo the attelll:ian of tho londocapo Arehilect 01 oaon ao detected. In the event this notiflCOtion is not performed, the lrrigotion Controclor shall assume ful reoponsibilil)> for any revisaon nee In ary. 1.0J QIWJIY .\SSUIWICE A. -ol least ono engrish speaking por.,on who shal be present ol al tlmeo during execution of thia portion of llio work and who shal be thoroughly famir,or with tho l>De of. material• being instaned and the manufocturer'o recommended method■ of installation and who shal direct al work performed under thi1 section. I!. Manufocturer' 1 dirocllon1 and deloiled dnlwings shaU be followed in al co ... where the manufacturer cl articlet used i11 tfii1 contract furnish direction, covering pointa not shown in the drawing• and specif'ications. C. Al local, municipal and state klwa. rule1 and regulation, governing or relattng to al\f portion of thio warti are hereby incorporated into and made a part of th ... apecitlcotlono, and thw provialan1 shal be carried out by tho Controclor. Anything conloined in theoe speciftCotion, shal nol be construed lo canfrict with any af the above ruin and regulation■ ol th• 1ame. However. when these spec;r,cat;on, and dr<lwir.g1 car for or de,cn'be mater'tols. workmanship, cw construction of a betler qualil)>, higher standard, or larger alzo !hon io required by the above ruin ond regulatlorio, the provision■ of the9o speciflCOtions and drawing, lhal lake precedence. D. >I malorialt supollod for thio project shal be new and free from Ol\f defects. All defecllvt mot«fof1 shol be replocod immediolely ol no additional cast to owner. E. The Controctor 1h01 secure the required licensee: and pormrta includin9 poymenb of chorgeo ond f-gl'le required noliceo la publ"oe authorities, verify permila secured or ommgements mode by olhor1 affecting the wOi'II of lhi1 section. 1.04 SUBMITTIU A. Material, Lisi: 1. Mer award of contract and bsfore Ol\f irrigatlon system mot«fola ore dellverod lo the job site, 1Ubm~ lo the Owner a complet. 691 of al ill'lQCltion system, material-. or procesae1 proposed to bl furnished and ins£alted OI part rA thia controct. 2. Show manufaeturer'1 name and M<Jlog number for eodl item. furnish complet. colalog cuts and lechnicol dalo, furnish the monufacturer'o recommendation, 01 to the method rA instanation. 1.08 CIIANUP AND DISPOSAL A. Disposo of waste, troah, and debrio in occ0fdano1 with oppr,cable lows and ardinonoeo and as prescribed by authorities having Jurisd"oclion. Bury no such woste material and debri1 on th1 site. Burning of trash and debria wiH not bt permitted. The Controct.or sholl remove ond dispose of rubbish and debri1 generated by hit WOO( and workmen at frequent intervala or when ordered to do so by the Owner"a authorized representative. B. Af. the time of compleUon the entire site will bl cleared of tool,. equipment.. rubbish and debria which shall be disposed rA off-site in a legal disposal area. 1.og lVRNOVER ITEMS A. Record Drawing« 1. Record accurately on one set of As-Buills (approved by city) contract drowings all changea in the work constituting departure, from the original contract drowinga. 2. The changes and dimension, shal bl recorded in a legible and workmanlike manner lo the satisfoctlon cl the owner. Prior to final inspection of work. submit record drawings to the landscape Nchitect or Owner"s authorized representative. J. Dimension, from/to permanent points of reference such aa buDdings. sidewalk!, cwta, etc. shai be shown. Data on record drawinga shal be recorded on a day to d<?Y basis QI the project ia being instaned. Al lettering on drawinga shal be minimum 1/8 inch in size. 4. Show Jocation1 and depth1 of the following item,: a. Point of connectlon (including water meters. bockflow preventers, master control valves, etc.) b. Routing of sprinkler pn;ssure 6nes (dimensions shown at a maximum r;A 100 feet along routing), including sleevea for pipe and wire. c. Bal valvea d. Automatic remote control valvea e. Quick coupr.ng valvea f. Routing of control wires g.. Irrigation controllera h Related equipment (01 may be d"orecled) 5. Maintain record drawing, on site at all times. Upon completion of work. transfer all as-built informotion and dimensiona to reproducible sepia prints. B. Controller Charis: 1. Record drawinga must be approved by londsca. pe Architect and/or Owner'• authorized representative before charts are prepared. 2. Provide three controller charts for eoch automatic controller. Charta shall show the oreo covered by the particular controner. 3. The chart.a art to bl a reduced copy of the actual •record" drawing. In the event the controller sequence i1 not legible when the drawing ia reduced, it shal be enlarged to a readable size. 4. When completed and approved, the charts shall be hermetlcal\J sealed between two piece1 of plastlc,, each piece being a minimum 20 mila 1n thicknesa. C. Operation and Maintenance Manualr. 1. Two indtvidually bound copies of operation and maintenance manuala shaU be dollverod lo tho londecapo Arehltocl, own..-authorized represenlotive, and City of San Marcos al leost 10 calendar dayo prior to final inspection. The manuals shal descrobe tho material instaned and the proper operation of the system. Watering schedule adressing time of year and wind conditionL 2. Eoch complete. bound manual ahal include the folJowing information: a. lnde11: sheet stating Contractor"s addresa and telephone number, duration ofJuarantee period, list of equipment including name■ and addressea locol manufacturer representatlves. b. Operating and maintenance instructions for all equipment c. Spare parts lista and related manufacturer information for all equipment. D. Equipment 1. Supply 01 a part of thia contract the following items: a. Two (2J wrenches for disassembly and adjusbnent of eoch fype of sprinkier head used in the irrigation system. b. lhree JO-inch sprinkler keya for manual operation of control valves. c. Two keyl for each automatlc controller. d. Two quick coupler keya with a J/4• bronze host bib, bent nose type with hand wheel and two coupler Rd keya. a. One volve box cow, key or wrench. f. Ont 0-foot tee wrench for operating got.1 valves J inches or larger (if used). J. Na subsli\ution1 wil be anowed without review and approval by the Ci!)> ond ~:1/v.. <10COptance by the londecopo Arehltect or Owner's authorized 1 g. Six extra sprinkler heada of each size and type. ,/t 2. Tht above equipment shal be turned over to Ownets authorized representative at 4. Monufaclurw', W01TOntleo shal nol rel"HMI tho Contractor of his r,obilil)> under ths guarantee. Such warronliet shai only supplement the guarantee. I!. Subolilutions W the frri¥ation Controclor w-la substitute any equipment or mot«fols for thost equ,pment or material• fisted on tho irrf9ation dnlwlngo and specifiootiono ho may do so by providing tho following information lo tho Ci!)> and the londscapo Arehilect or 0Wner'1 authorized "'eresenlolivo for approval. 1. Provide a written statement 1nd"ICOtlng the reason for making the oubslilutlon. 2. Provide colalog cut shoelo, lochnicol dalo, and perfannance information fo, ooch aubatitut• item. J, Provido In writing the diffonmco In inslaRed price W tho item is accepted. 1 .05 EXISTING CONOOlONS A. Tho Controclor shal verify and be famiflOI' with tho locationo, oize and dstol of pointa of connection provided 01 the eollfee cf water, electrical supply, and lolephan• ITns connection lo tho irrigation system. I!. Irrigation cleoign ii booed on the DYailablo slotio waler presswo ahown on tho drawings. Controclor ohol verify 8lotio waler on the project prlor lo the start of construction. Should a d",screpanq exi,t, notify tho Landecape Arehltect and Owner', authorized represenlollve prior lo beginning canslructlan. C. Po!or to culling into the soil, the Contractor lhall lacolo al cableo, canduilo, sewer oeptlo lonko, and other utllitleo •• art commonly oncountsrod underground and ho shol loko proper pn,coution1 nol lo damago or disturb such improvement& W o conflict exiet. between the oucll obstocleo ond the proposed wart<, tho Controclor ohal promptly notify the londscape Arehltect and Owner who wil Dmlng9 for relocotion& Thi Contractor wil proceed in the same manner if a rock layer or •'If other such condition• are encountered. D. Tho Controclor shal protect al existlng utllities and featureo lo remain an and adjacent lo the project sill during construction. Controclor shall n,pair, ol his own cost. ol damage nosulling from his operation■ or negl"~•nce. E. Tho lrriQallon Conlraclor shal coardinalo with the Goneral Controclor for inslolloilon of required oleeving as shown an tho planL f. >I irrigotian shal be underground. W there are rocky conditions irrigation shal be loyod out lo ovoid rocko and covered with eol lo the ootisfacllan of city inspector. 1.05 A. INSPECTIONS Tho Controclor shol permR tho 1.ondecor Arehflect and Owner's authorized -\,,.~-✓~-_.,..-1:h.!-,rll'!,~-~~,..,.--------..,-----,.✓--------✓,... -------./------✓ --~✓ -,,/--,,"-----.._,.----.,,..,.----...,,...--...,__,...-,_,.----._ 0. As-built plan, for all pro_iects (bonded and non-bonded, pubric odn private are required - to be submitted. Submit£al rl as-built pfans shoH bl 01 required by tht Engineering and Planning Departments. The final plans should be prepared by the londscope architect from ' dimensions provided by the contmct.or. · E. 1.10 A. Final as-built plan, shal be drafted cleorfy to the satisfaction of the City, and the original my1.,. shai be submitted lo tho Ci!)> fo, their l<ooping. COMP1£110N N. tho tlmo of the pre-mainlenonoe period inspection. tho londocape Arehltoct, Owners authorized represenlotlve. and governing agenc1ea will inspect the work. and if not oocepted, wil prepare a list of itema to be completed by the Contmct.or. At the time rl the post-maintenance period or final inspection the work wiU bl reinspected and final acceptance wiU be in writing by the Londscopo Arehitocl, Owner's authorized representative. and governing agencies. 8. The Owner" 1 authorized representative shall have final authority on al portlona of the work. C. After the system hoa been completed, the Contraclcw shaU instruct Owner"s authorized representative in the operation and rnainteoanc1 of the irrigation system and shall furnish a compfete set of operating and maintenance instructions. D. hoy sellling of lrencheo which may occur during tho one-year period fallowing acceptance shal bl repaired ta the owner's satisfaction by the Contract.or without any additional expense to the owner. Repaira shaN include the complete rest.oration cl all damage to planting, paving or other improvements of any kind 01 a result of the work. 1.11 A. GUARAN1[[ The entire sprinkler system, including aU work done under thia contract. shaU be unconditionally guaranteed against aH defoctl and fault of material and workmanship, including sellling of bockfilled areo1 below grade, for a period of ano (1) yeo, following the finng of the Notice of Completion. Should any problem with the irrigation system be discovered llilhin the guarantee per!od. l shol be corrected by the Cantroclor ol no additional expense to owner within ten (10) calendar daya of ~ipt of written notice from Owner. When the nature d the repairs 01 determined by the Owner constitute an emergency (I.e. broken pressure fine) the Owner may proceed to make repoins al the Controclors expense. AA'/ and ol damageo lo existing improvement reoulling either from faulty material■ or workmanship, or from th1 necessary repoira ta correct some, ahal be repained la tho ootisfaction of the owner by the Conlraclor, al at no additional cost ta the Owner. represenloll'le lo vieR and inspect ol a tlmeo any part of the Wark and shal provide safe accen for such viaits. Irr addition, the CifJ Inspector wil ask for a preconstruction meetlng and per!odio lnapeclionL I!. Guarantee shall be submitted on Controctor1 own lettafheod 01 follows: I!. C. D. E. 1.07 A. I!. Where tho spociflCOtiono require warti lo be tested by the Controclor, a shal not be covorod over until accepted by tho londecopo Arehitocl, Owner. authorized ~ and Ci!)> of Comobod repreaenlollve. Tho Contractor shall be solely nespansible for notifying the Londscape Arehitoct, OWner, and governing agenoieo, a minimum cl 48 hourai in advance e,ccluding weekends, where and when th• work 11 rood, for testing. Should any Wark be covered without testing or occeptonoo, R shol be, W so ordered, uncaverod ol the Contractor's expense. Ins~• wil bt required for tht foffowing at o minimum: 1. Sleevin_g 2. Tn,noho~ J. Systom 4. l'"nessure of irrigation moin rone (four haun, ol 125 PSI or 120ll of static waler preseuno, which "'°' is greater). 5. cov.rog, loel of irrigation system. II. Final inspectlon pojor lo ,tort of mainllnanco period 7. Final occeptonoe (mainlanonoe plan) Sitt observation, and testing wll not commence without the record drawing• a, prepared I>)' the irrigollon Controclor. Record drawings must complels and up lo dalo for each site v,,il Warti which fa,11 testing and i1 not accepted wiU be rsleslod. Hourly rate, and expense■ of the londscopo Arehitocl, Owner', authorized represenlollve. and governing ogenooeo for reinapeclion or rslesling wil be paid by tho lrrigotion Controclor ol no additional expense to Owner. STORAG[ ANO twlDI.JNCI Ust al mecno nece911<XJ lo proloct irrigatlon system molerialo bsfaro, during, and after lnstonation and lo protect tho inslallotian wO!lt and materials of al other trodes. In the event of damage, immed!olely make ol repain, and replocemenll necessary lo the acceptono, of tho londecapo Arehftect ond Owner ond ol no additional cost lo tho Owner. ExerciN core in handr,ng, loading, unloading. and storing plastic pipe and fitting■ under C<Ner unll roody lo inslal. T1a11,po,I ploslie pipo only an • vehlclo with o bod long onaugh lo allow the pipo lo Joy not lo ovoid undue bending ond concenlroled external lood. Oro!!11J;n9, Z, 1'1F'l::.O~iaaC'te1·,1'..~~ort Nllt ional'-'• '✓!Sn',llNI ~,=ia I I l'·,u.;c,_...,_1n9 Ora11Ji1"9&',,,I.Dl • "✓liN-PC-11;..~wg J..ll,jO.il.· e-1 ;,_,,, :-4, 700~, 11.'4Zan, GUARAN1[[ FOR SPRINKLER IRRIG',TlON SYSTEM We hereby guarantH that the sprinkler irrigation system wt have furnished and installed 11 free from defecta in materials and workmanship, and the work has been completed in accordance with the drawings and specif'1eations. ordinary wear and tear and unusual abuse, or neglect excepted. Wt ~ree to repair or repl_oce onJ dectlve material during tho period of one year from dalo of fiRn~ of tho Notlce of Completlon and also lo or repJact any damage resulting from the repainng or replacing of such defecb at no odditional cost to the owner. We shol make such repairs or replocementa within 10 calendar days folJowing written notificatiort by the owner. In the event of our failure to moke such repairs or repJacementa within the time specified aft.er receipt of written noftet from owner, wt authorize the owner ta proceed to have said repairs or replacements mode at our expanse and we wil pay the costa and charges therefore upon demand. Part I -MAID!WS 2.01 SUMMARY Use only new materiala of the manufacturer, size and type shown on the drawing, and specif'teation11. Materials or equfpment installed or furnished that do not meet londscope Architect'a, Owner's. or governing agenciea standards wHI be rejected and shall be removed from the site at no expense to the Owner. 2.02 PIPE A. Pressure supp!f 6ne from point of connection through bockflow prevention unit shall be Type K i.ard copper pipe. B. c. o. E. Pressure supply line instaUed over structure shall bl Type K i,.ord• copper pipe. Copper pressure supply line installed over structure shall be secured to the concrete slab using Architect approved fastenn. Pressure supply lines 2 inches in diameter and up to 3 inches in diameter downstream of bockflow prevention unit shal bl Closs 315 solvent weld WC. Piping shall conform to AS1l,I D2241. Pressure supply fines 1 1/2 inches in diameter and smaner downstream of the bockflow prevention uni shal bt Schedule 40 sofven( weld PVC conforming to ASTN D1785. Nan-preosun, roneo 3/4 lnchss In diameter and Jorg..-downstream of the remote canlrol valve shall bt Clan 200 PvC. Non-pressure fine■ 1/2 inch in diameter shall be Clas, J1, P>e. Nan-presoure piping shal conform lo ASTM D2241. 2.0l METAL PIPE AND FITTINGS A. Bras, p;pe ,holl be 85 percent red broso, ANSI, IPS standard 125 poundo, Schedule ~ screwed pipe. B. Brasa frttinga shall be medium bross. screwed 120-pound closs. C. Copper pipo shal be i.ard" Type K. 0. Copper fittings shaU be soldered type. 2.04 Pt.ASTIC PIPE AND Fl1TINGS A. I!. C. Pipe shal be marked continUOU81y with manufocturer"s name. nominal pipe size, schedule or class. PVC type and grade, National Sanitation foundation approvat, Commercial Standards designatiOI\ and date of extrusion. Al plastic pipe shall be extruded of on improved PVC virgin pipe compound in accordanoe with AS1l,I D2241 or AS1l,I 01184. Al ~ filling• shal be standard weight Schedule ~ end shall be injection molded of an improved virgin PVC fitting compound. Slip PVC fitting, shall be the •deep socket" bracketed fype. Threaded plastic fittings shaH be injection molded. Al teeo and el11 shall be sido gated. All fllllngo shal conform lo AS1l,I D2468. 0. Al threaded nipplet shaU be standard weight ScheduJe 80 with molded threads and shal conform to ASTN D1785. E. All solvent cementing of plastic pipe and fitting, shaU be a two-step process, using primer and solvent cement appned per the monufocturar"a recommendations. Cement shall be of a fluicl consistency, not gel-like or ropy. Solvent cementing shaU bl in conformance with AS1l,I 02564 and AS1l,I 02855. f. When connection is plastic to metal, female adopters shaH be hand tightened, plus one tum with a strop wrench. Joint compound shal be non-Jead base feflon paste, tape. or equat. G. W any e,cposed pipe i1 approved by citJ it must have a U.V. roting. 2.05 BACKFI.OW PRE.1/EN110N UNITS A. B. C. o. E. 2.08 A. B. C. D. 2.07 A. C. The bockflow prevention unit shal bl of the manufact1.1rer, size. and fype incficoted on the drawings. The bocktlow prevention unit shaU be installed in accordance with the requirementa set forth by local codes. Tht bockflow prevention assembly shall consist of bross piping, unions and fittings. Bockflow preventer enclosure shal bl of the manufacturer, size, and type indicated on tho drawings. Enclosure shol be conslrucled of 3/16" stainleso steel angle slack with 1-1/2" Na. 9 expanded metal panels and a 3/8" U-bolt lock lo be secured la the concrete mounting pod. Bockflow preventer enclosure shal be placed where it can be screened by londscoping. VAl.vtS Bol Valves: 1. Boll valves shal bl of the manufacturer, size, and type ind"ICOf.ed on the drawings. 2. Ball valves shal be double union design, Sch. BO PVC blocked, with Teflon ball seats. End connect.or carrier and stem are ta have either EPOM or Vd.on O-ring11. Ban valvet are to have threoded connections. 3. All bal valves shaU have a minimum working pressure of not less than 125 psi ond shall conform to AV/WA standards. Quick Coupler Valves: 1. Quick coupler valvea shaH be of the manufacturer, size, and fype ind'tcoted on the drawinge. 2. Quick coupler vofves shal be brosa with a waff thicknesl guaranteed to withstond nonnal working pressure of 150 psi without leakage. Valvea shal have 3/ 4 female threads opening at base, with two-piece body. Valves to be operot.ed only with a coupler key, designed few that purpose. Coupler key i1 inserted into valve and a positive, watertight connection shall bl made between the coupler key and valve. Hinge cover shall be the locking type constructed of bras1 with a rubber-like vinyl cover. Automatic Control Volver. 1. Automatlc control valves shall be of the manufacturer, size, and type indicated on the drawing11. 2. Aulomotic control valves shaH be eleclrically operated. Anti-drain Valvee: 1. Antl-droin valves shaU bl of the manufacturer, size, and type indicated on the drowinga. 2. Anti-drain valves shall have 18-8 stainless steel springs and valve stema with Buna-N seals. 3, Anti-drain valves wil have threaded connections the size of the riser or pipe they ore to be installed onto, or the next avaiklble size. No slip connection antl-drain valvea are allowed. VALVE BOXES Valve boxes shall be fabricated from a durable, Weather-resistant plastic material resistant to sunlight and chemical action of sons. The cover and box shal be capable of sustaining a load of 1.500 pounds. D. Valve box extension, shal bl by the same manufacturer 01 the valve box. E. F. G. H. 3.02 A. B. C. D. f. J.OJ A. a. C. D. E. J.04 A. B. C. D. E. F. G. H. I. J. K. E. Automatic control volve boxea shaU be 1 a•x11•x12• rectanguJar size. Valve box oover1 shal be "heat branded• in 2• high lettera "RC(' with the valve identification number. L F. Ball valve, flush valve, master valve and quick coupler valve bo,ce1 sh al be 1 o• circular size. Valve box coven shal bt "heat branded• in 2• high lettera with either W. W. w ., "Q()('. 2.08 AUTOMATIC CONTROLLER 3.05 Automatic controner and RIDn Sensor shal be of the manufacturer, size. and type ind'ICOf.ed A. on the drowings, 2,og El.£CTRICAL A. >I eleclrical equipment ehal be NEMA Type 3, waterproofed for exterior inslaDotiano. B. All electrical work shall conform to local codea and ordinances. 2.10 LOW VOLTAGE CON'JROI. WIRING A. Remote control wire shaH be direct-burial AWG-UF type, size as incf1Cated on the dr<:1wing11, and in no case smaner than 14 gauge. B. Connections shall bl either epo,cy-sealed packet type or Penn-nt, connect~ C. Ground wirea ahaH bl white in color. Control wirea shall bl red (where two or more controllera are used, the control wirea shal bl a differentcolor for each controller. These colora shall be noted on the "Record Drawings• plans located on controller door). D. Provide a 2♦• long expansion loop for all directional change. in control wire routing. 2.11 IRR!G',110N HEADS A. Sprinkler heads and drip emitters shall bl of the manufacturer, size. type. with radiu1 of throw, operating pressure, and discharge rate indk:ated an the drawings. B. Pop-up heads and riser heada shall be used ond sized QI indicated on the drawings. Part IH -EXECll!lON 3.01 Sil[ CONDIT10NS A. lnspectionr. 1. Prior to al work of this section, carefully inspect tht installed work of all other trodes and verify that al such work is complete to the point where this instaDation may properly commence. 2. Verify that irrigation system may be installed in strict accordance with all pertinent codes and regulations, the origind design, the referenced standards,. and the manufacturer's recommendations. B. Discrepancies: 1. In the event of discrepancy, immediately notify the Landscape Architect or Owner"s authorized representative and tfit Cit)' of _________ in writing. 2. Do not proceed with instollaUon in areaa of discrepancy until off discrepancie1 have been resolved and approved by the city. C. Grodes: 1. Before slorllng wart<, carefully check al grades lo delarmino thol warti may safely proceed, keeping within the specified material depth1 with respect to finish grode. 2. final grades shal be accepted by the Engineer before work on thia section wil be olfowed to begin. D. f"teld Meosurementa: 1. Make al necessary measurements in the field to ensure precise fit rA item1 in accordance with the origiool design. Contractor shol coordinate the instoll<:ltlon of aU irrigation material, with all other work. 2. Al scaled dimensions are approximate. The Contractor shall check and verify oH size dimension, prior to proceeding with work under this section. 3. Exercise extreme core in excavating and working near existing utilitiea. Controctor shall be responsible for damoges to utilitiea which are caused by hi1 operation, neglect. B. C. 3.08 A. a. C. D. E. Diagrammatic Intent Tht drawings ore essentially diagrammatic. Tht size and Jocotion rl equipment and fixtures are drawn ta 9cal1 where possible. Provide affseta in piping change, in equipment location, 01 nece89QI')' to conform with struct.urea and to avoid obstructions or confricta with other wor1c at no odditional expense to Owner. Layout 1. Prior ta installation. the Contractor shal stake out al pressure supply nnes, routing and location of sprinkler heads, volves, backftow preventer, and automatlc controller. , 2. Layout irrigation system and make minor adjustments required due to differences between site and drawings. Where piping; i1 shown on drawing• under ~ved areas. but running parallel and ,adjacent to planted areas. instoN the piping in the planted areaa. · Waler Supply Connection, to. or the installation of, the W<Jter supply shal bl at the locations shown on the drawings. Minor change, caused by actual site condition, sholl be made at no odditional e,cpenst to Owner. Electrlcol Service: 1. Connections to the electrical supply shal be at the locotion1 shown on the drawings. Minor changes ooused by site cond'rtions shal bl made al no additional expense to Owner. 2. Contractor shall make 120 volt connection to the irrigation controllers. Electr'ical power source to controller Socat:ian1 shal bt provided by othn. TRENCHING Excovotion1 shall be straight with vertical sidu, even grade, ond support pipe continuously an bottom of trench. Trenching excovotion shall follow layout ind"teated on drawings ta tht depths below finished grade and 01 noted. Where fine, oocur under paved area, these dimension, sholl be considered beklw subgrode. Provide minimum cover of 18 inchea on pressure supply line, 2 inches and smaller, or as avaDable when installed over structure. Provide minimum cover of 18 inchea for control wirea, or 01 avaiklble when installed over structure. Provide minimum cover of 12 inches for non-pressure lines. or as avaDoble when installed over structure. Pipes installed in a common trench shall have a 8 inch minimum space between pipes. BACl<FUING BackfiU material on all lines shall be the some 01 adjacent son free of debris, litter, and rockl aver 1 /2 inch in diameter. Bockfill shall bl tamped in 4-inch Jayera under tht pipe and uniformly on both sidea for tho full width of tho trench and tho lul length of the pipe. Backlill molerial1 shal be suff1Ciently damp to permit thorough compaction, free of voids. Backfill shall be compacted to dry density equal to adjacent undisturbed sol and shaU conform to adjacent grade,. f1oodtng in lieu rA tamping ia not allowed. Under no circumslanoeo shal truck wheelo be uood lo compact bocldi!. Provide sand bockfiH a minimum cl 8 inches over and under al piping under paved anoas. PIPING Piping under existing pavement may be installed by jacking. boring, or hydrour,c driving. No hydroulic driving is permitted under asphalt pavement Cutting or breaking of existing pavement is not permitted. Carefutly inspect al pipe and fittings before instaOotion, removing dirt. scale. burn reaming. lnstoU pipe with all markinga up for visual inspection and verification. Remove all dented and damaged pipe sections. All linea shal have a minimum cleoronce rA 8 inches from each other and 12 inches from line, of other trades. Parallel linea shol not be installed directly over ead1 other. In solvent welding. use only the specified J>nmer and solvent cement and make al joints in strict accordance with the manufocturela recommended methods including wiping all excess solvent from each weld. A!Jow solvent welds at leost 15 minutes setup time before moving or handfing and 24 haura curing time before filling. PvC pipe shol bl installed in a manner which will provide for e,cpanslon contraction as recommended by the pipe manufacturer. Centet1ood all plasf,c pipe prlor lo pressure testing. All threaded plostic-to-plastic connections shall bl assembled using Teflon tape or Teflon paste-. For plastic-to-metal connections. worlc the metal connection, first. Ust a non-hardening pipe dope on al threaded plastic-to-metal connections, except where noted otherwise. All plastic-to-metal connection, shall be made with plasfic femaJe adapters. All connection, between PVC Jaterol line, shall be mode usif!9 Sch. -40 Pv'C fittings with compression adopters. Al connectlona between drippertines to be made using compression fittings of manufacturer of the dripperlina. Use no pipe dope, Teflon tape. prtmer or solvent cement on compression fittingL CONlROWJI The exact lacotion of tho canlrollor ehaU be approved by tho londscapo Arehilect or Owner's authorized representative before instatlation. The electrical service shall be coordinated with thia location. Th• Irrigation Contractor shal bl responsible for the final electrical hook up to irrigation controller. Tht irrigation system shal bl programmed to operate during tht period• of minimal use of the design area. CON'JROI. WIRING Low voltage control wiring shaU oocupy the same trench and shol be instoned along tht same route 01 th• pressure supply 6nes whenever possible. Where mare than one wire ii ploced in a trench. the wiring shaU bl taped together in a bundle at intervol1 of 10 feel Bundle shaH be secured to the mainline with tape at inta,volt of 20 feel Al eonnection1 shall bl of on approved type and shall oceur in a valve box. Provide on 18 inch service loop at each connecllon. wire connection and/or M expansion loop of 12 inches shall be provided at each directional change. and one of 24 inchea shall be provided A continuoua run rl wire shal be used between o controller valve. Under no clrctnnstancea shal sprteea bl used without at each remote control valve. and each remote control prior approYOI. 3.07 A. I!. C. D. 3.08 A. I!. 3_og A. I!. C. o. E. J.10 A. I!. C. D. 3.11 A. I!. C. o. 3.12 A. I!. 3.13 A. I!. C. D. J.14 A. I!. C. 0. E. 3.15 3.16 VAl.vtS Automatic control valves, manual valves, gate valves. end bal valvea art to be installed in the approximate locat'10111 ind'icated on the drawings. Valve ehaN bt installed in ehrub areas whenever possible. lnstal all volvea as ind'teated in the detail drawinge. Valves to be installed in valve boxe1 shall bt instaned one valve per box. VAi.Yr. BOXES Valve boxes shall be installod in shrub area, whenever possible. Each volvo box shal be installed on a foundation of 3/4 inoh grovel bockfi!, J cubic feet minimum. Valve boxes shaH bl installed with their top1 1/2 inch above tht surface af surrounding finish grodt in lawn areaa and 2 inchea above finish grade in ground cover areas. BACKFI.OW PREVENl<RS Install backflow preventer unit 01 ind'teated in the detol drawings. lnstal bockflow assembnea at location, approved in the field and at height required by local codea. lnstal Vf'i8 strainers and pressure regulatora on the bockftow assembly. W bockflow preventer is installed adjacent to a building, wan, or other obstruction, instaH unit so that the test cocka are facing outwcrd away from the obstruction. lnstal backffow enclosure as recommended by the manufacturer. SPRINKUR HOOS Sprinkler heoda shal bl installed 01 ind'ICOf.ed on tht drawings. Spacing of heads shall not exceed maximum incficated on the drawings. Riser nipples shoH be of the same size 01 the riser opening; in the sprinkler body. Pop-up sprinkler heod1 shal not be installed using sidt outlet openings. MISCEU.ANEOUS EQUIPMENT Install al assembliea specified herein according to the respective detaQ drowinga or specifications, using best standard procticee. Quick coupler valves shaH be set approximately 12 incheo from walko, curbo, header boards, or paved areas where apprlCOble. Unless designed as on integrol part of tht irrigation head, anU-mllin volvea will bl installed under ever, head. Th• anU-drain valve wil bt tht some d'tameter aa tht riser and be integral to the riser assembly. lnstol rain sensor as ind'IC<:lted on the drawings and os recommended by the manufacturer. FLUSHING THE SYSTEM Pr1or to installation of sprinkler nozzles, the volvea shall be opened ond a full heod rl water used to flush out the nneo and risers. Sprinkler nozzles shall be instaned after flushing the system haa been completed. ADJUSTING 11£ SYSTEM Contractor shal adjust valves, align heads. and check coverage of eoch system prior to coverage test. W a io delarmined by tho londscapo Arehltocl, Owner's authorized representatlve or City Inspector that additional adjustments or nozzle changea will be required to provide proper coverage, aH necessary changes or odjustmenta shal bl made prior ta any planting. The entire system shad be operating proper1)' before any planting operation, commence. Automatic control valves ore to bl adjusted so that the sprinkler heads operate at the pressure recommended by the manufacturer. TESTING AND 08SERVA110N Do not allow or cause any of the work of thil section to be covered up or enclosod untD it ho1 been observed, tested and accepted by the landscape Architect. Owner, ond governing agencies. Tht Contractor shall bl solely responsible for noti','ing the landscope Architect., Owner, and governing agencies. a minimum of 48 hount in advance, where and when the work is noad1 for lestlng. When the sprinkler system is completed, the Contractor shall perform a coverage test of each system in its entirety to ensure not less than 100" coverage for the planted area, i1 attained and odequate in tht presence of the londscope Architect. The Controctor shall furnish all material, and perform al work required to correct any inodequacies of coverage due to deviations from the pJans, or where the system has been willfully installed as ind'icated on the drawinga when it ia obviously inodequale, without bringing !hi■ lo the attention of tho londscape Arehflecl This test shall be occopled by tht Landscape Architect and accomplished before starting Oil)' pJanting. finci inspectiort wil not commence without record drawings as prepared by the- Irrigation Contractor. MAINTEIWICE During the maintenance period the Controctor shall adjust and maintain tht irrigation system in a fully operational condition providing complete irrigation coverage to al intended planting11. COMPl.£1lON CILANING Cleon-up shal bl mode as each portion of the work progresse11. Refuse and excesa dirt shall bl removed from the site, aO walks and paving shal bt broomed, and Oil)' damage sustained on the work of others shal be repaired to original conditions. END Of SECTlON APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLAINTING AREAS. TITLE REVIEWED BY: ---,·-· INSPECTOR prepared For: RIO SAN DIEGO PLAZA II MASTER. LLC1525 FARADAY AVENUI!, su1re 100 CARLSIIAO, CAUFORNIA 92008 (760) 607-4282 "AS BUILT" DATE ------- DATE 9/6108 i ss 1st City Submittal and Bid Set -------L1TI CITY OF CARLSBAD lsH~~s] r 9/26/08 i SS 2nd City Submittal 02/13/09 ! 3rd City Submittal / Rnal Bid Set fil 3 PLANNING DEPARTMENT ss ----. 03/24/09 ! DEH and City Submittal lo, Approval A -... ------------ss --IS-1 IRRIGATION SPECIFICATIONS VENTANA REAL PH 11 2175 SALK AVENUE CARl5BAD, CALIFORNIA --------· ---- 1'-14-.o"')'_] ------APPROVED l1-J. ( q ·_~,~it PLANNING -------------DATE ------I-· -------DWNBY: §I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ss P1P 04-03 440-7M ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: SS _ . . -. ' . -. . - · Ex. Koelreuteria ,i __ to be removed I I \ ----1--'...._ \ I ----·-- J . j_ _________ _ ------j---·- \ \ 0 CrSwir~, Z, '', F'liil!OJECi~\-,>.Jewport \JStiansl'-1 '✓i9nU,na f;:i!eSI 11''::w;orklr-g Orsw;ngtV:LOI• VIN-F'O-F'F'·l.o'wg Lll~a~t, F'F'-1-tree• J..., :4. 20~'!, 11-4-Jam .-·. ---·· \,/ ' ! ------I ------- 0 Existing Phoenix canariensis, protect in place. '-..__/ I --_j___---I -~---I ', _ _/ -:->_.-----~ Existing Cassia leptophylla, -· · · protect in place. 1,/Ct 1I i I ,:,, I ~ 1 't r"'v'""" ___ _,........,....""........,.,.....' } Remove existing Cassia 1• '(eptophylla. -'---''---''---''---<"----'----I t~)~ t::_/ ! ;~,: : ,,,~'i; '.> .:~:~j---~----L_l~ ! ·-' Ii ----~---~---/---~, -------------- l PROPosro I -----2-0-" PU!Jl/l'----------------------,------~------- W!N t3Ji'! ) ------------r I I . '-i--~'-'-+''-~ '-~ ' ' ' ' I ' ! ~~rtr\:;.._,;_~-, r""~r'~r"",ll"'-.71-;_ ~A~ir"~+~,;~~J-~~-... •--~~-I • I I I . -~ ' / " ,~-I (-, _,:_,_ (~~ :~l.---{"e __ -~_--~_,_JI --I/~ G /i<> '-"' -I '-~l "/ =--1/4 • '-. _ _) I. ./·Q 1 -~~:~1 --10)1 --~=--\~ ~------: ~ ~~n~: LIMIT OF WORK CONTRACTOR TO CONFIRM PRIOR TO PLANTING OF TREES THAT FINAL LOCATION IS NOT WITHIN AN EASEMENT. 10 20 KEY MAP N.T.S. 1! 918108 9/26108 02/13/09 03/24/09 60 I DATE i \ ' TREE LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE REMARKS TOTAL G ALBIZIA JULIBRISSIN DURAZZ 24" BOX 8 ~ ARCHONTOPHOENIX 'ALEXANDRE' KING PALM 8' BTH 16 4', 6', 8' BTH -MULTI 6 0 BRACHYCHITON POPULNEUS BOTTLE TREE 24" BOX 7'x3'x2" 14 CARYOTA GIGAS FISHTAIL PALM 8'BTH 2 @ 0 CASSIA LEPTOPHYLLA GOLD MEDALLION TREE 24" BOX 11'x4'x2' 29 •. ~ CYCAS REVOLUTA SAGO PALM 6' / 10" STEM HEIGHT 10 © DIOON MEROLAE DIOON 6'CAUDEX 5 0 ERIBOTRYA JAPONICA BRONZE LOQUAT 24" BOX 5 @ KENTIAPALM 15g-STD 2 HOWEA FORSTERIANA 6' BTH-STD 3 4', 6' BTH -MULTI 4 MARKHAMIA LUTEA MARKHAMIA 24"BOX 9' X 41 X 2" 12 36"BOX 12'x6'x2" 1 • MELALEUCA QUINQUENERVIA CAJEPUT TREE 24"BOX 9' X 4' X 2' 20 0 PINUS HALEPENSIS ALEPPO PINE 24"BOX 9' X 41 X 2" 7 & ~ PHOENIX RECLINATA SENEGAL DATE PALM 3, 4', 6' BTH -MULTI 1 PHOENIX ROEBELENII PYGMY DATE PALM 15 G. -4' TOTAL BTH -STD 12 * MUL Tl -8' BTH MAX, 3 TRUNK MAX. 0 ---------------------------PLATANUS ACERIFOLIA LONDON PLANE TREE 24"BOX 9' X 41 X 2• 3 0 STRELITZIA NICOLAI GIANT BIRD OF PARADISE 15GALLON 4-5'x 2½-3' 17 WODYETIA BIFURCATA FOXTAIL PALM 8'BTH I ~ VEITCHIA WOODYETIA FOXY LADY PALM 6'BTH /-=--:,, c' "' ,r E I' EXISTING TREES TO REMAIN '~ t 1i' \-..,__ -_;-/,/ ... MACFADYENA UNGUIS-CATI CATS CLAW 5GALLON FICUS REPENS CREPPING FIG 1 GALLON LANDSCAPE LIGHTING NOTE: FINAL TREE UPLIGHT LOCATIONS TO BE DETERMINED BY LANDSCAPE ARCHl;~CT_. __ j AFTER TREE AND PALMS HAVE BEEN PLANTED. ---------. -· LANDSCAPE PALM NOTE: CONTRACTOR SHALL PROVIDE THE SPECIFIED BROWN TRUNK HEIGHT AS INDICATED ON THE PLANS, IF PLANT MATERIAL IS NOT AVAILABLE IN THE SPECIFIED HEIGHT CONTRACTOR SHALL PROVIDE A CREDIT FOR THE DIFFERENCE BETWEEN THE SPECIFIED AND THE ACTUAL PROCURED BROWN TRUNK HEIGHT. THE CREDIT SHALL BE DETERMINED BY THE AVERAGE PRICE PER LINEAL FOOT OF THE 3 DIFFERENT NURSERIES. ALL SPECIFIED SIZES ARE REQUIRED UNLESS OTHERWISE APPROVED BY THE OWNER. ~-------------------------------------------- FOR SHRUB PLANTING, REFER TO SHEETS PP-3 AND PP-4 INSTALL 3" OF 3/8" PERENNIAL MULCH FOR ALL. PLANTING J AREAS EXCLUDING SLOPE, AVAILABLE FROM EL CORAZON ------ INSTALL ROOTBARRIERS FOR ALL TREES WITHIN 5' OF PUBLIC SIDEWALKS ,------------------=---_·-===::.~======'. CONTRACTOR SHALL CONT ACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK SO THAT THE LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW. ----------~ ---------'--''--''--''--''--''--''--''--'---'--'---'--''--''--'--- 6 2 41 --- p1-epared for, SAN DIEGO PLAZA JI MASTER, Cl525 fARA0.4.'t' .4.VENUI, SUITE 100 CARLSBAD, CALIFORNIA 92008 (760) 607-4282 ---"AS BUILT" [" ~£ r -G"'\-1:--g I APPROVED FOR PLANTING c ~ t: = -~ o 'RAJ.IC -71..!.:.i."; - --. f~ -~ AND IRRIGATION ONLY, '-I • -FN ;,, ~~~~~;~ - ½( . /~-;.:;--, ,"." o,,,,,~,,m/ ~j ' ' INCLUDING PRECISE TITLE DATE .p ~ pp~c! ' ' _ 1 I'·• • :_a::':·'T. , a1a• -. . .y;,'"'1 :''' ,' ,~ntt:1,r1mtn, ~ LOCATION OF PLAINTING REVIEWED BY: -' ,l't __ ,,_ ,,.. .... ,;,,,""'~_._'·l,-,t . -• .. 7'. ////2 ----' . AREAS . ///1 -· - INSPECTOR DATE ss 1st City Submittal and Bid Set ss 2nd City Submittal --------A i L1TJ 4 CITY OF CARLSBAD I [SHEETS I PLANNING DEPARTMENT 20 I ss 3rd City Submittal / Final Bid Set ~-' ss DEH and City Submittal for Approval.A I . - ' ----------PP-1 TREE & VINE PLANTING PLAN VENTANA REAL PH II I------~--+------2175 SALK AVENUE CARl5BAD, CALIFORNIA --- ------. -. ' I APPROVED_ l-Y-1-rq-~U~~fr__ -=ro~iE~ ----------- PLANNING ·-·. -. -- DWN BY: PROJECT NO. DRAWING NO. INITIAL DATE INITIAL DATE INITIAL . CHKD BY: NORTH SCALE: 1 "= 20'-0" ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: = --1 P1P 04-03 I 440-lM ·- I ' ( I ,, ii' ' ' '' ' '· ::i ,'. ii' r: ,I, 1' ,! \·i ,I• \ :i " Ii \\l i 1 : ..... d. a. ti w ::c (I) w w (I) ~ 't-i-t---t---1--1-+~ ; -! I --, --·;/~ \---- Dr11w1n9, Z, t,:P"10Ji,C"l;lt-,>,,,:"'wpart """t ;ar,1111,) v::irn,~, .ti,;a I 11'-:Work.ir9 !:,raw;"'9,'-':"lPI -VliN-P0-Pl='-'.C'"'9 ll!l~oJt, PP•2 V~:11• J:..,,, :,. ~0091. tl.4.;,Sm I'. ' LIMIT OF WORK a I l . I -I _., C l I ~/ ' . I " I I ' I ' I ' I ',I I I I ! I : I I I I ! I I I: • ! I' I I I I: ! ' ' i • I \ I ' I ! ! I I I I I I -I , I ! • ! ' I j ! ' ! Ii I I :1 I, I' ,I ' 1, ! i I • I I ! TREE LEGEND SYMBOL • 0 ~ * 0 0 BOTANICAL NAME COMMON NAME ALBIZIA JULIBRISSIN DURAZZ ARCHONTOPHOENIX 'ALEXANDRE' KING PALM BRACHYCHITON POPULNEUS BOTTLE TREE CARYOTA GIGAS FISHTAIL PALM CASSIA LEPTOPHYLLA GOLD MEDALLION TREE CYCAS REVOLUTA SAGO PALM DIOON MEROLAE DIOON ERIBOTRYA JAPONICA BRONZE LOQUAT HOWEA FORSTERIANA KENTIAPALM MARKHAMIA LUTEA MARKHAMIA MELALEUCA QUINQUENERVIA CAJEPUT TREE PINUS HALEPENSIS ALEPPO PINE PHOENIX RECLINATA SENEGAL DATE PALM PHOENIX ROEBELENII PYGMY DATE PALM PLATANUS ACERIFOLIA LONDON PLANE TREE STRELITZIA NICOLAI GIANT BIRD OF PARADISE SIZE REMARKS 24"BOX 8'BTH 4', 6', 8' BTH -MUL Tl 24" BOX Tx31 x2" 8'BTH 24"BOX 11 1 x4'x2" 6" / 1 O" STEM HEIGHT 6"CAUDEX 24"BOX 15g-STD 6' BTH -STD 4', 6' BTH -MULTI 24" BOX 36' BOX 24' BOX 24" BOX 9' X4' X 2" 12'x6'x2" 9' X 4' X 211 9' X 41 X 211 3, 4', 6' BTH -MUL Tl 15 G. -4' TOTAL BTH -STD MUL Tl -8' BTH MAX, 3 TRUNK MAX. ..._,..._,..._,..._,..._,..._,..._,..._,..._, 24" BOX 9' x 4' x 2" 15 GALLON 4-5' X 2½-3' TOTAL 8 16 6 14 2 29 10 5 5 2 3 4 12 1 20 7 1 12 3 17 WODYETIA BIFURCATA FOXTAIL PALM 8' BTH A ~~~..._,-v----,~-----v--v--.__,,,--v--v--,,.r---v-----v--~..._,-._,,.--.,~-----v--v--.__,,,-.,.,,-.v--,,.r---v-----v--~..._,.....-.-.!,ill 6 VEITCHIA WOODYETIA FOXY LADY PALM 6'BTH EXISTING TREES TO REMAIN • MACFADYENA UNGUIS-CATI CATS CLAW 5GALLON .... FICUS REPENS CREPPING FIG 1 GALLON LANDSCAPE LIGHTING NOTE: FINAL TREE UPLIGHT LOCATIONS TO BE DETERMINED BY LANDSCAPE ARCHITECT AFTER TREE AND PALMS HAVE BEEN PLANTED. ~==========================-=-cc_=:_~=-====-=-LANDSCAPE PALM NOTE: CONTRACTOR SHALL PROVIDE THE SPECIFIED BROWN TRUNK HEIGHT AS INDICATED ON THE PLANS, IF PLANT MATERIAL IS NOT AVAILABLE IN THE SPECIFIED HEIGHT CONTRACTOR SHALL PROVIDE A CREDIT FOR THE DIFFERENCE BETWEEN THE SPECIFIED AND THE ACTUAL PROCURED BROWN TRUNK HEIGHT. THE CREDIT SHALL BE DETERMINED BY THE AVERAGE PRICE PER LINEAL FOOT OF THE 3 DIFFERENT NURSERIES. ALL SPECIFIED SIZES ARE REQUIRED UNLESS OTHERWISE APPROVED BY THE OWNER. ..._,..._,..._,..._,..._,..._,..._,..._,..._,..._,..._,..._,..._,..._,..._,..._,..._,..._,..._,..._,..._,..._,..._,..._,..._,..._,..._,..._,..._,..._, ---- FOR SHRUB PLANTING, REFER TO SHEETS PP-3 AND PP-4 INSTALL 3" OF 3/8" PERENNI_A_ L MULCH FOR ALL PLANTING I ','- AREAS EXCLUDING SLOPE, AVAILABLE FROM EL CORA~ L!..::. --------------------------___ ..._,..._,..._,,_..._,,_..._,,_..._,,_..._,..._,..._,..._,'-·'-,,_,.......,_..._, INSTALL ROOTBARRIER-S FOR ALL TREES WITHIN 5' J OF PUBLIC SIDEWALKS ---... .. ------------------ 2 41 50 ..._,..._, prep.>re<l ror, RIO SAN DIEGO PLAZA II MASTER, LLC1525 FARADAY AVENUI, SUITE 100 CARLSBAD, CALIFORNIA ,noos (760) 607-4282 CONTRACTOR TO CONFIRM PRIOR TO PLANTING1 OF TREES THAT FINAL LOCATION IS NOT WITHIN AN EASEMENT. KEY MAP NJ.S. ~ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLAINTING AREAS. "AS BUILT" 9/8/08 ss 1st City Submittal and Bid Set t-----t------t---~--------------------- 9/26/08 ss 2nd City Submittal -----:----:~---------:---,.--------.----+-' --i----+-- ~0=2~~3~/0=9+--·=•-1--~3=m~C~i~~S~oo~m~itta~l /~Fl~1n~ru~B=~~S•~t-=n~;e-------t---+----·-t----+-- 03124109 ss DEH and Citv Subrniltru for •=•oval A ------t----+---1-----+-- -----------------1----+--+-----t---l ---------i----t---i----t--- 60 ------------------i----+---t--------,-- I NORTH SCALE: 1 "= 20'-0" DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL OTHER APPROVAL DA TE INITIAL I------------ CITY APPROVAL TITLE _______ _ DATE REVIEWED BY: INSPECTOR DATE [~ CITY OF CARLSBAD I ISHE20ETS I ~ PLANNING DEPARTMENT _ ---~=====:____:_::_===-:::-:~ PP-2 TREE & VINE PLANTING PLAN VENT ANA REAL PH II 2175 SALK AVENUE CARLSBAD, CALIFORNIA ~===::-::-- A_P_PR_ov_ED_~l"t~.:-1--1 ~-~,_._t _ PLANNING IDWN BY: ICHKD BY: RVWD BY: ss ss ---- PROJECT NO. P1P 04-03 7-1~-'il DATE I :I., ! , , 1 I _,J ----.J I I \ ', --------i /; ----- / '/ ' ,--vb c Ort1:.-in9 • z, !·2F~O~;CT!=1-·21\.eu.,;,,:;,rt Nat ional'":'✓entana .;.i9al 111':\JJork.ing OrB.,1n9•t-:LOr •'✓EN•PO•FF-1.chug L:!i;Put, FF-!-ioh"JC>• JU'\ :4, 100!, 11-Si>ll., -···--.. ----·-·-.... ' ; ' ---1----, I i ,( 7 -- L i / Remove ex. plant material ,-,-,- and ground cover prior. to,- new installation./,,// Remove ex. plant material and ground cover prior to new installation. IA / / / ' ,/ ,- 1// ✓, /' ! \f i/ ' J u:MIT PF WORK .,.._,,...._,,.,._,_ 1 , , ' I , I :: <--~,"-,"-,'·//,~(':--' ,-) .. • ·'· ,",: .·_;'/,'-,.", 1---li 0----l-'::" 0 s ~~_l;(~~ ~-~ ~:,-,----"= ' .,~ ~ ~, -~ - l__,_~, -1-% ✓:$::, ,_ ___J - ------i-' "1'l i • : -~-,-, --'-------- ' ----- -' ' I ,,...-:'~ I ---------- ' ' \ ! ' ' ' ' I "7 I -,-7 '' ; i r-:-- _J L --· ~~~~~~~~~~~~~~~~~~~~~~~~~~~ L_I Proposed grassy swalej CONTRACTOR TO CONFIRM PRIOR TO PLANTING OF TREES THAT FINAL LOCATION IS NOT WITHIN AN EASEMENT. Existing Myoporum parvifolium on upper portion of slope, protect in place, Remaining area of slope to receive newly planted Myoporum parvifolium at 18" o,c. as IA '--understory groundcover to gallon materiaL ;---v--..,.,,--._,,-....._,~..,,------.,---.,,--.,,--.._,.,-..,.,-._,,-~--~~.....;>-"~"""'->--'''-''--''--''--' NOTES CONT. FOR TREE & VINE PLANTING, REFER TO SHEETS PP-1 AND PP-2 INSTALL 3" OF 3/8" PERENNIAL MULCH FOR ALL PLANTING AREAS EXCLUDING SLOPE, AVAILABLE FROM EL CORAZON PLANTING LOCATED IN BIO-SWALES SHALL BE FULLY KNITTED IN AND PROVIDE COMPLETE COVERAGE OF THE SWALE AREA IN ORDER TO PROVIDE A WORKING FILTER PRIOR TO BUILDING OCCUPANCY PERMITS BEING SIGNED. STANDARD #2 -SHRUB CALCULATIONS TOTAL SHRUBS (excluding slopes): 1,184 50% OF 5 GAL SHRUBS REQUIRED: 592 50% OF 5 GAL SHRUBS PROVIDED: 650 '-''-"'--''-..--'-'--'-'-''-''--'-- 0 10 40 I NORTH SCALE: 1"= 20'-0" 60 I IA SYMBOL 0 BOTANICAL NAME AECHMEA / VRESIA -ASSORTED (SUN HARDY) CYATHEA COOPERI CYATHEA MEDULLARIS DICKSON IA ANTARCTICA PHILODENDRON SELLOUM AGAPANTHUS AFRICANUS ALOCASIA MACRORRHIZA ANIGAZANTHOS HYBRID COMMON NAME BROMELIAD AUSTRALIAN TREE FERN BLACK TREE FERN TASMANIAN TREE FERN PHILODENDRON LILY OF THE NILE GIANT TARO KA OPAW SIZE 8" / 10" / 1 G. 15 GALLON 15 GALLON 15 GALLON 15GALLON 5GALLON 5GALLON 5GALLON 0 CANNA 'TROPICANNA' CANNA 5 GALLON ~~~~~~~~~~~~~~~~~Mmlh1tr---'~~~~~~ttw @ DODONAEA VISCOSA HOP BUSH 5 GALLON a @) 0 @ Q) ~ Ld 0 D LJ HEBE CO-ED VERONICA PHORMIUM T. 'MAORI QUEEN' PHORMIUM T. 'YELLOW WAVE' POL YSTICHUM MUNITUM STRELITZIA REGINAE AGAPANTHUS AFRICANUS BEGONIA RICHMONDENSIS OSTEOSPERMUM FRUTICOSUM HEMEROCALLIS 'YELLOW JUNCUS PATENS LIRIOPE GIGANTEA LEYMUS ARENARIUS 'GLAUCUS' OPHIOPOGON P. 'NIGRESCENS' PHILODENDRON XANADU PLUMBAGO AURICULATA ACORUS GRAMIEUS VARIEGATUS' MYOPORUM PARVIFOLIUM VINCAMINOR HEBE NEW ZEALAND FLAX NEW ZEALAND FLAX CALIFORNIA SWORD FERN BIRD OF PARADISE LILY OF THE NILE RICHMOND BEGONIA TRAILING AFRICAN DAISY DAYLILY CALIFORNIA GREY RUSH BIG BLUE LILY TURF BLUEL YME GRASS BLACK MONDO GRASS PHILODENDRON XANADU CAPE PLUMBAGO JAPANESE SWEET FLAG MYOPORUM DWARF PERIWINKLE 5GALLON 5GALLON 5GALLON 5GALLON 5GALLON 1 GALLON 1 GALLON 1 GALLON 1 GALLON 1 GALLON 1 GALLON 1 GALLON 1 GALLON 1 GALLON 1 GALLON 1 GALLON FLATS FLATS REMARKS 2' MIN STEM HT. 2' MIN STEM HT. 2' MIN STEM HT. ASSORTED COLORS @24" O,C. @12'0.C, SLOPES @ 36' O.C. @30'0.C, @24"0.C. @24'0,C, SLOPES @ 36" O.C. @ 18' o.c. @24'0,C. SLOPES @ 36" O,C. LL SLOPES@ 18' O.C. @ 18" o.c. 81 8 4 19 25 68 93 82 66 19 48 3 165 54 54 84 675 271 785 475 170 130 536 93 131 382 71 2,082 2,887 r::--1 ~ FESTUCA RU BRA REDFESCUE SEED 475SF '-''--'-'...........,'-'-'-''-'-- EXISITING MYOPORUM PARVIFOLIUM MYOPORUM ------------,,---.,-...,-....,-....,---....,-...,-....,-....,-...,-..,-....,-....,-....,-...,-....,-....,-....,-....,-....,-....,-....,-.....,-...,-....,--...,--...,--...,-....,-....,-..,-...,-....,-..,--...,--..,-....,---..,---..,-....,-.... NOTES: SLOPES 6:1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF lliE FOLLOWING PLANTING STANDARDS: A STANDARD #1-COVER CROP/REINFORCED STRAW MATTING -COVER CROP SHALL BE SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS, SUBMIT THE SECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION, THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE Wlll-!IN THIRTY (30) DAY. -TYPE OF REINFORCED STRAW MATTING SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. -REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15, THE COVER CROP AND/OR REINFORCED STRAW SHALL BE USED THE REMAINDER OF THE YEAR. B. STANDARD #2-GROUND COVER (SEE CALCULATION BELOW LEFn -ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTING FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR), IA prep~red for, C. STANDARD #3-LOW SHRUBS -LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-3/4 INCH LINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). D. STANDARD #4-TREES AND/OR LARGE SHRUBS RIO SAN DIEGO PU\ZA II MASTER, LLCl525 FARADAY AVENUI!, SUITE 100 CARl.SSAD, CALIFORNIA 92008 (760) 607-4282 -TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM RATE OF ONE (1) PER TWO HUNDRED (200) SQUARE FEET. SLOPES-6:1 OR STEEPER AND: r"'"'\ A 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1. )l...-----._ ~: ~~ Ti~~~:~~~~~~~~~~:~:1~~~~:~u~~~Ni~~~~:!1~: =~'AND #4 ~i~9 :f/, AREAS GRADED FLATTER THAT 6:1 REQUIRE STANDARD #1 (COVER CROP) WITH TEMPORARY IRRIGATION WHEN THEY ~~~ ..... ~~~'1,i ~i HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: !;f / ..,. } /°~'f / f \~ A SHEET GRADEO PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION _, ~ JQ OF ROUGH GRADING. * ~ q <ft * B. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY, .,,_ -:t!:"_ r J_"' C, IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT ◊~ "'°;~~,$? I IA E T N Op Ch\.\'i KEY MAP N,T.S. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLAINTING AREAS. "AS BUILT" 1t TITLE __________ _ DATE REVIEWED BY: INSPECTOR DATE ::::8 +--::-:~/~;s~::~~;:I•~ ~ids~ __ ~ ____ -----t-----+---• jSHE_ET 11··-CITY OF CARLSBAD J [.s_H .. ;;TS I 1-0-2-/13-/0-9-+--ss __ 3rd City Submi11al / Anal Bid Set 8, ----+----+---=--t-,_-_-_-_-_-_+-t-----------•• ~==:::'.'==----P::-LA::.N::.N-=l=N=G=D=E=P=AR ___ T-::M:::E:_N:_T==~---=----~ ,_0~3~/2~4/~09~+--•-•_,_~DE=H~•=nd=Ci=tvS=ubmittal_ fOf' Ap__p=rov=•='A~ __ _ PP-3 SHRUB PLANTING PLAN -------------i----+-------1----+----i -----------t------t--VENT ANA REAL PH II --------t---------1-----t----· 2175 SALK AVENUE CARLSBAD, CALIFORNIA ------------- ------------ -t---+----1 -·--==== --+-_-___ -__ -+--APPROVED ,1 ... J~[Cz:-~l-~-it _1.1-!,.:,'\' PLANNING ___ _ _____ .. DATE --+-------- DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE 1------- INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL OWN BY: YL 1PROJECT~ iDRAWING NO. ~~g i~, :: L __ P1P 04~ ... __ J 440-7M ===--===" --· ----. ----- I i move all Begonia and onium perezii. \I I' I ,, (! I, Ii I', I' " ,, " ;1 ----- r --- ---------- l f'RO!'OSFO -2-fX_-P_/J/J/_-l&---- /11TR FSM'r Orsu.,;n,a· t,'.-,ieio:o~liC.'tS',,,t-.<9u,port N.!ltio,,11l½v.sntl!ni!I ~eal ll'':lJ.10°lc.1na Orawl~•'·',LOl•"..-e'\J-~-l'"'i='•l.d~ L.1!.put, l='P-4 ~ub• J_.., :4. :oo,. lla~~liim ist1ng yo or m parvi olium on upper portion of slope, protect in place. Remaining area of slope to receive newly planted Myoporum parvifolium at 18" o.c. as understory groundcover to gallon material. -------------------- I \ I ' I I II I , I I i I i 'I I, I , 11 '' I i: 'I ,- ' -j ' ! ' ' I ' ' ; ii I' ' I' I ' ' SHRUB/GROUND COVER LEGEND SYMBOL BOTANICAL NAME AECHMEA / VRESIA -ASSORTED (SUN HARDY) --~ CYATHEA COOPER! CYATHEA MEDULLARIS DICKSON IA ANTARCTICA PHILODENDRON SELLOUM COMMON NAME BROMELIAD AUSTRALIAN TREE FERN BLACK TREE FERN TASMANIAN TREE FERN PHILODENDRON SIZE 8" / 10" / 1 G. 15GALLON £ 15 GALLON 15 GALLON 15 GALLON @ AGAPANTHUS AFRICANUS LILY OF THE NILE 5 GALLON 0 ALOCASIA MACRORRHIZA GIANT TARO 5 GALLON &. /"'"v0CC:· v--~-..,---...A_,.-N ..... IG...-AZA---.---NvT_H"O~S---H_,.-Y....,B_,.-R....,ID_,.--....,,----~..,----v---...KA_,.--...N_,.-GA""RO~O-PVA_Wv--v---...,---...✓"" ..... /5 ..... GALLON 0 NA' NA 5 A[LO CD @ e, DODONAEA VISCOSA HEBE CO-ED VERONICA PHORMIUM T. 'MAORI QUEEN' PHORMIUM T. 'YELLOW WAVE' POL YSTICHUM MUNITUM STRELITZIA REGINAE AGAPANTHUS AFRICANUS BEGONIA RICHMONDENSIS OSTEOSPERMUM FRUTICOSUM HEMEROCALLIS 'YELLOW JUNCUS PATENS LIRIOPE GIGANTEA LEYMUS ARENARIUS 'GLAUCUS' OPHIOPOGON P. 'NIGRESCENS' PHILODENDRON XANADU PLUMBAGO AURIC ULA TA HOP BUSH HEBE NEW ZEALAND FLAX NEW ZEALAND FLAX CALIFORNIA SWORD FERN BIRD OF PARADISE LILY OF THE NILE RICHMOND BEGONIA TRAILING AFRICAN DAISY DAYLILY CALIFORNIA GREY RUSH BIG BLUE LILY TURF BLUE LYME GRASS BLACK MONDO GRASS PHILODENDRON XANADU CAPE PLUMBAGO 5GALLON 5GALLON 5GALLON 5GALLON 5GALLON 5GALLON 1 GALLON 1 GALLON 1 GALLON 1 GALLON 1 GALLON 1 GALLON 1 GALLON 1 GALLON 1 GALLON 1 GALLON \__ @ ACORUS GRAMIEUS 'VARIEGATUS' JAPANESE SWEET FLAG 1 GALLON J ~~'-''--~'-'-'-'-''----'-'--~'-'---'~~~'--:::_~Y~'-~-'-Y'-''-'-'--''---' D LJ D EXISITING l@;Y~f~I MYOPORUM PARVIFOLIUM VINCAMINOR FESTUCA RUBRA MYOPORUM PARVIFOLIUM PHORMIUM T. 'PURPLE' MYOPORUM DWARF PERIWINKLE REDFESCUE MYOPORUM NEW ZEALAND FLAX £ FOR TREE & VINE PLANTING, REFER TO SHEETS PP-1 AND PP-2 ~LL 3" OF 3/8" PERENNIAL MULCH FO~ ALL PLANT-ING -7 ~~ EXCLUDING SLOPE, AVAILABLE FROM EL CORAZON --------co'm~dro~~~~~~~~~TIN,------ OF TREES THAT FINAL LOCATION IS NOT WITHIN- AN EASEMENT. KEY MAP N.T.6. ~ FLATS FLATS SEED 5GALLON 2' MIN STEM HT. 2' MIN STEM HT. 2' MIN STEM HT. ASSORTED COLORS @24"O.C. @12"O.C. SLOPES @ 36" O.C. @30"O.C. @24"O.C. @24"O.C. SLOPES @ 36" O.C. @18"O.C. @24"O.C. 81 8 4 19 25 68 93 82 66 19 48 3 165 54 54 84 675 271 785 475 170 130 536 93 131 I- ----='-------C:-C-'1,=---==J·\-,C"'.::C- :•_-'\ I \'_-21 II ii """' tr--Existing to remain plus ne-,y planting enhancements 1\ \\ ii Ii \'r, '1\ \: ,' 11 'I I, 11 2173 WEST ELEVATION PLANTING ENHANCEMENT SLOPES @ 36" O.C. 382 ------------------------------------71 LL SLOPES@ 18" O.C. 2,082 @ 18" O.C. 2,887 475 SF 57 '-'-'--'--'-'-'-'-....._ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLAINTING AREAS. prepared for; RIO SAN DIEGO PL'.ZA II MASTER, LLCl525 FARADAY AVENUE, SUITE 100 CARI.SB.AO, CALIFORNIA 92008 (760) 607-4Z82 "AS BUILT" -------------- TITLE DATE REVIEWED BY: INSPECTOR DATE 9/8/08 9/26/08 02/13/09 ss 1st City Submittal and Bid Set I L -, l ss._1l--------'2:-"nd-_-Ccc,ily---"Su=bm .... itt...._al_ -====: __ = = =--=== S-H-EET CITY OF CARLSBAD I SHEETS I ss 3rd CiJy Submittal/ Fi.~nal~B~id~Se~1~f!::.=•~-------t---+---17 PLANNING DEPARTMENT _ 211 NORTH SCALE: 1 "= 20'-0" - ~/24/09 __ -_,-, _-_ DEH and CiJy Submittal for ApprovalA~------+---+---11-----+---I PP-4 SHRUB PLANTING PLAN 1-------1------1---- --~---11---------VENT ANA REAL PH II -----2175 SALK AVENUE CARLSBAD, CALIFORNIA ---------------------- ---j~ROVED {-t.,_:(.{ ~-iJLJt-==7./-f,cj J DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION --+---_,1-----+---• lft,,\NNING DATE --1----+---• fnWN BY: DATE I INITIAL DATE INITIAL i CHKD BY: OTHER APPROVAL CITY APPROVAL I RVWO BY: YL ss ss -- PROJECT NO. P1P 04-03 IOOWING NO.] -440•7M L Or<!I.J1"9' z, \,1F'iic0.1l:C.,.$'-.Neu.,port !',.lj!itic,nal\'!·11"19nti1<1.t lice al 11\•, LUc:,rl<..ir9 0-awin~•'-':I-Ol •·l"E"J-PO-t=>O C,1.19 1-B!,jOl.ltc P0-1 J,.., Z4. ~OcZ:'!,, '2-00prr, \ !, ,,F---EQ. -TO BE PLANTED IN TRIANGULAR PATTEN AS INDICATED. GROUND COVER/SHRUB SPACING E 2TIMES --,( SHRUB PLANTING 1) (D ROOTBALL 2 ® WATER BASIN <3) ® FINISH GRADE 4 © BACKFILL MIX PER NOTES/ SPECS 5 ® PLANT TAB .. --® (6) UNDISTURBED SOIL (D ROOTBALL ® WATER BASIN ffi FINISH GRADE 4 BACKFILL MIX PER NOTES/ SPECS ® <_0 PLANT TAB ----@ 6 UNDISTURBED SOIL 17\ EROSION CONTROL FABRIC & ·~'-'-'-'-'-'-'- NOTES: 1. THE REAR OF THE PLANTING PITS SHALL BE GRADED TO A MAXIMUM 1:1 SLOPE. SLOPE SHRUB PLANTING 9/8/08 ss 1st City Submittal and Bid Set -~ 9/26/08 ss 2nd City Submittal ---- 02/13/09 ss 3rd City Submittal / Final Bid Set /1::,. - DEH ~nd City Submittal for Approva1A 03/24/09 ss ---~ ------ --------- ------ -- --- ----------- -~---DATE INITIAL 2 TIMES )f NOTES: ,,---,4 ,,--, 5 --------© ;:;-\ 2-2" DIA X 10' LONG LODGE ~ POLE ® CINCH TIES (OR APPROVED EQUAL) ® ROOTBALL © 4" HIGH WATER BASIN IN SHRUB AREA ® FINISH GRADE ® PLANTTAB 1. ALL TREES SHALL RECEIVE 24" DEPTH ROOT BARRIERS WHERE LESS Tl1AN Tl1AN 5' FROM HARD SURFACES/ STRUCTUIRES 2. STREET TREES PLANTED IN TURF SHALL INCLUDE ARBOR GUARDS AT THE TRUNK BASE TREE STAKING (24" BOX AND SMALLER) '~ 'i' a • -~II l,ug11 II ~ =111 11 --Ill } 2TIMES_)f (ALL STREET TREES SHALL INCORPORATE DEEP ROOT BARRIERS) '---_J 6 '---_J 7 (D 2-2" DIA. X 10' LONG LODGE POLE (2;\ 10 GAUGE WIRE W/NEW GREEN :J RUBBER HOSE AROUND TREE TRUNK OR CINCH TIES ® ROOTBALL © 4" HIGH WATER BASIN IN SHRUB AREA ® FINISH GRADE ® PLANTTAB 7 BACKFILL MIX PER NOTES/ SPECS W EROSION CONTROL FABRIC R.'-'-'-'-.........,'-'-NOTES: 1. STREET TREES PLANTED IN TURF SHALL INCLUDE ARBOR GUARDS AT 2. THE REAR OF THE PLANTING PITS & SHALL BE GRADED TO A MAXIMUM 1:1 SLOPE. '-'-'-'-'-'-'-'-' SLOPE TREE PLANTING ~s__ * ~ ~ ~ 31, 2010 t~ (}p c~ prepare~ for, RIO SAN DIEGO PlAZA II MASTER, LLCIS25 fARADA'f AVENU!, SUITE 100 CARLSBAD, CALlfORN1A 92008 (760) 607-4282 APPROVED FOR PLANTING "AS BUILT" AND IRRIGATION ONLY, INCLUDING PRECISE TITLE DATE LOCATION OF PLAINTING REVIEWED BY: AREAS. ----- INSPECTOR DATE L!rJI' ---·· -1r~f~ --~--CITY OF CARLSBAD ------_ PLANNING DEPARTMENT -- -----f--------PD-1 PLANTING DETAILS -------VENTANA REAL PH II ---1175 SALK AVENUE CARLSOO, CALIFORNIA --------· --·- -----t-------APPROVED 11..:..LGc-~l~.;* --z. 1-!-~ ---PLANNING ----DATE DWN BY: PROJECT NO. DATE INITIAL DATE INITIAL CHKD BY: ---- ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~ . RVWD BY: §[ P1P 04-03 !DRAWING NO. 440•7M ---_,. --·----' < ,; t ,! :: I_ . \ ' '• ,, L. oO .c 0 I J ~3 PLANTING GENERAL PLANTING NOTES 1. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT FOR THE INSTALLATION OF PLANT MATERIAL AS INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN. 2. CONTRACTOR SHALL COORDINATE PLANTING WITH OTHER SITE IMPROVEMENTS. UNLESS OTHERWISE SPECIFIED, STRUCTURAL IMPROVEMENTS SHALL BE INSTALLED PRIOR TO PLANTING OPERATIONS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND STAKING EXISTING SEWER, WATER, AND UTILITY LINES ABOVE OR BELOW GRADE THAT MIGHT BE DAMAGED AS A RESULT OF PLANTING OPERATIONS. CONTRACTOR SHALL ASSUME SOLE RESPONSIBILITY FOR ANY COST INCURRED DUE TO DAMAGE AND FOR REPLACEMENT OF AFOREMENTIONED UTILITIES. 4. ALL WORK ON THE IRRIGATION SYSTEM, INCLUDING HYDROSTATIC, COVERAGE, AND OPERATIONAL TESTS, AND THE BACKFILLING AND COMPACTION OF TRENCHES SHALL BE PERFORMED PRIOR TO PLANTING OPERATIONS. 5. SAMPLES OF FERTILIZERS, SOIL CONDITIONERS, SEED, OR OTHER MATERIALS SHALL BE SUBMITTED TO CITY/OWNER FORTY-EIGHT (48) HOURS PRIOR TO INCORPORATION IN THE WORK. 6. AN AGRICULTURAL SUITABILITY AND FERTILITY ANALYSIS SOILS REPORT SHALL TAKE PRECEDENCE OVER THESE SPECIFICATIONS. A. PLANT MATERIAL QUALITY 1. PLANT MATERIAL SHALL BE IN ACCORDANCE WITH THE STATE DEPARTMENT OF AGRICULTURE'S REGULATIONS FOR NURSERY INSPECTIONS, RULES, AND GRADING. ALL PLANTS SHALL BE OF NO. 1 GRADE AND HAVE A NORMAL HABIT OF GROWTH, AND SHALL BE SOUND, HEALTHY, VIGOROUS, AND FREE OF INSECT INFESTATIONS, PLANT DISEASES, SUN SCALDS, FRESH BARK ABRASIONS, OR OTHER OBJECTIONABLE DISFIGUREMENTS. ALL PLANTS SHALL HAVE A NORMAL, WELL-DEVELOPED BRANCH SYSTEM ANO VIGOROUS AND FIBROUS ROOT SYSTEM WHICH IS NOT ROOT BOUND ANO IS FREE OF KINKED OR GIRDLING ROOTS. 2. NURSERY STOCK SHALL BE PER NUSERYMAN'S STANDARDS AND SELECTED FROM HIGH QUALITY WELL-SHAPED STOCK, GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE PROJECT LOCALE. MINIMUM ACCEPTABLE SIZE OF PLANTS AS INDICATED IN THE DRAWINGS SHALL CORRESPOND WITH THAT NORMALLY EXPECTED FOR THE SPECIES AND VARIETY OF COMMERCIALLY AVAILABLE NURSERY STOCK 3. WHERE APPLICABLE, CALIPER SHALL BE THE DIAMETER OF THE TRUNK ONE FOOT (1') ABOVE THE GROUND SURFACE. 4. OVERSIZE PLANTS MAY BE USED IF NOT ROOT BOUND, BUT SHALL NOT INCREASE THE CONTRACT PRICE. UP TO TEN PERCENT (10%) OF UNDERSIZED PLANTS IN ANY ONE (1) VARIETY AND GRADE MAY BE USED, PROVIDED THEY ARE LARGER THAN THE AVERAGE SIZE OF THE NEXT SMALLEST GRADE. 5. SCIENTIFIC AND COMMON NAMES CONFORM TO CUSTOMARY NURSERY USAGE. 6. TYPES AND SIZES OF PLANT MATERIALS SHALL BE AS INDICATED ON THE DRAWINGS. QUANTITIES SHOWN ARE A GUIDE ONLY; CONTRACTOR SHALL VERIFY QUANTITIES BY APPROVED LANDSCAPE PLANS. 7. THE CITY/OWNER RESERVES THE RIGHT TO REFUSE OR REJECT ANY UNSUITABLE PLANT MATERIAL. UNSUITABLE PLANTS SHALL BE REMOVED FROM THE PROJECT SITE AND REPLACED AT THE CONTRACTOR'S EXPENSE. REPLACEMENT PLANTS SHALL BE THE SAME SPECIES, VARIETY, SIZE AND CONDITIONS AS SPECIFIED. 8. PRUNING OF PLANT MATERIALS SHALL NOT BE DONE PRIOR TO DELIVERY. AFTER PLANTING, PRUNING SHALL BE LIMITED TO THE MINIMUM NECESSARY TO REMOVE INJURED TWIGS AND BRANCHES, DEAD WOOD, AND SUCKERS. 9. PLANT MATERIAL IS SUBJECT TO SUBSTITUTION BASED UPON AVAILABILITY. SUBSTITUTED MATERIAL SHALL BE APPROVED IN ADVANCE BY THE CITY/OWNER AND LANDSCAPE ARCHITECT. 8. FERTILIZERS 1. FERTILIZERS SHALL COMPLY WITH APPLICABLE REQUIREMENTS OF THE STATE AGRICULTURAL CODE AND SHALL BE PACKAGED, FIRST GRADE, COMMERCIAL QUALITY PRODUCTS IDENTIFIED AS TO SOURCE, TYPE OF MATERIAL, WEIGHT AND MANUFACTURER'S GUARANTEED ANALYSIS. FERTILIZERS SHALL NOT CONTAIN TOXIC INGREDIENTS IN QUANTITIES HARMFUL TO HUMAN, ANIMAL, OR PLANT LIFE. WHEN REQUESTED, CONTRACTOR SHALL FURNISH THE CITY/OWNER WITH CERTIFICATE OF COMPLIANCE STATING THAT THE MATERIAL SUBSTANTIALLY MEETS THE SPECIFICATIONS. 2. COMMERCIAL FERTILIZER SHALL BE A PELLETED, BEADED, OR GRANULAR PRODUCT HAVING THE CHEMICAL ANALYSIS SPECIFIED HEREIN AND SHALL BE FREE-FLOWING MATERIAL DELIVERED IN ORIGINAL UNOPENED CONTAINERS. USE OF MATERIAL WHICH BECOMES CAKED OR OTHERWISE DAMAGED SHALL NOT BE PERMITTED. 3. ORGANIC BASE FERTILIZER SHALL BE COMPRISED OF DECOMPOSED ANIMAL, FISH, AND VEGETABLE MATTER WITH HUMIC ACIDS AND A BACTERIAL STIMULANT, MANUFACTURED AS GRO-POWER BY SOUTHERN CALIFORNIA ORGANIC FERTILIZER CO., GLENDALE, CALIFORNIA, OR APPROVED EQUAL. C. AMENDMENTS 1. NITROGEN STABILIZED ORGANIC AMENDMENT SHALL BE A GROUND OR PROCESSED WOOD PRODUCT DERIVED FROM WOOD OF REDWOOD, FIR, OR CEDAR AND TREATED WITH A NON-TOXIC AGENT TO ABSORB WATER QUICKLY. NITROGEN CONTENT, BASED ON DRY WEIGHT SHALL BE 0.5% FOR REDWOOD AND 0. 7% FOR FIR AND CEDAR. IRON CONTENT, BASED ON DRY WEIGHT, SHALL BE 0.1%. PINE SAWDUST IS NOT ACCEPTABLE. 2. WHEN REQUESTED, CONTRACTOR SHALL FURNISH THE CITY/OWNER WITH A DELIVERY RECEIPT AND CERTIFICATE OF COMPLIANCE STATING THAT THE MATERIAL SU SST AN TIA LL Y MEETS THE SPECIFICATIONS. D. TOPSOIL 1. TOPSOIL SHALL CONSIST OF FERTILE, FRIABLE SOIL OF LOAMY CHARACTER, AND SHALL CONTAIN AN AMOUNT OF ORGANIC MATTER NORMAL TO THE AREA IT SHALL BE REASONABLY FREE FROM WEEDS, REFUSE, ROOTS, HEAVY OR STIFF CLAY, STONES LARGER THAN ONE INCH (1") IN DIAMETER, STICKS, BRUSH, LITTER AND OTHER DELETERIOUS SUBSTANCES. TOPSOIL MAY BE OBTAINED FROM THE SITE IF APPROVED BY THE CITY/OWNER. 2. IMPORTED TOPSOIL SHALL BE LAB TESTED AND SUBMITTED TO OWNERS REPRESENA TIVE FOR RECORDS. E. MATERIAL DELIVERY AND INSPECTION 1. PLANT MATERIAL SHALL BE DELIVERED WITH LEGIBLE IDENTIFICATION LABELS, HANDLED AND STORED ADEQUATELY TO MAINTAIN A HEALTHY CONDITION, PROTECTING THEM FROM DRYING OUT, WINDBURN, OR ANY OTHER INJURY. 2. INSPECTION OF PLANT MATERIALS REQUIRED BY CITY/OWNER, COUNTY, STATE OR FEDERAL AUTHORITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. WHEN REQUESTED, CONTRACTOR SHALL FURNISH COPIES OF SUCH PERMITS OR CERTIFICATES TO CITY/OWNER. F. SOIL PREPARATION (TURF AND GROUND COVER AREAS) 1. FERTILIZING AND CONDITIONING MATERIALS SHALL BE AS SPECIFIED IN THE PROJECT AGRICULTURAL SUITABILITY REPORT. 2. IF NO AGRICULTURAL SUITABILITY REPORT IS AVAILABLE, THE FOLLOWING AMENDMENTS, OR APPROVED EQUAL, SHALL BE MECHANICALLY SPREAD AND UNIFORMLY CULTIVATED INTO THE UPPER SIX INCHES (6") PER 1,000 SQUARE FEET OF SOIL BY SUITABLE EQUIPMENT OPERATED AT APPROXIMATELY RIGHT ANGLES IN AT LEAST TWO (2) DIRECTIONS: 4 CY Nitrogen stabilized organic amendment 150 LBS Gro-Power Plus 100 LBS Agricultural gypsum 3. RESULTING SOIL SHALL BE CLEAN, IN A FRIABLE CONDITION ANO SUIT ABLE FOR PLANTING. G. WEEDABATEMENTOPERATIONS 1. THE IRRIGATION SYSTEM AND FINISH GRADE SHALL BE COMPLETED PRIOR TO WEED ABATEMENT OPERATIONS. 2. CONTRACTOR SHALL OPERATE THE IRRIGATION SYSTEM TO KEEP PLANTING AREAS UNIFORMLY MOIST FOR A PERIOD OF THREE (3) WEEKS (21 CONSECUTIVE CALENDAR DAYS). AT THE END OF THE THREE (3) WEEK PERIOD, CONTRACTOR SHALL SPRAY ALL VISIBLE WEEDS WITH A CONTACT HERBICIDE. APPLICATION METHOD SHALL BE AS RECOMMENDED BY MANUFACTURER. AFTER SPRAYING, PLANTING AREAS SHALL REMAIN UNWATERED FOR A MINIMUM OF FORTY-EIGHT (48) HOURS. REMOVE WEEDS FROM SITE. A MAINTENANCE PLAN SHALL BE PREPARED AND IS SUBJECT TO APPROVAL BY OWNER. 3. WATER SEVEN (7) ADDITIONAL CONSECUTIVE CALENDAR DAYS FROM THE FIRST APPLICATION, AND APPLY A CONTACT HERBICIDE AS MAY BE NECESSARY. AFTER SECOND SPRAYING, WATER SHALL NOT BE APPLIED FOR AN ADDITIONAL FORTY-EIGHT (48) HOUR PERIOD. APPLICATIONS SHALL CONTINUE AT SEVEN (7) DAY INTERVALS AS DETERMINED BY THE CITY/OWNER. Dca1-ir9, Z,''iF''=<.OJECii:11','Ne~art. l\.11t·ora:1,,v~l"tana ~~al 11'/:Worl<.rng Oraw1na1-'':~D1--,.,ltN-F'D-F>e.clwg L.a~.:,1.1t, PS>-1 Jur, 24, 20~~, 12,20pPII 4. CONTRACTOR SHALL APPLY SPRAY CHEMICALS WHEN AIR CURRENTS ARE STILL; PREVENTING DRIFTING ONTO ADJOINING PROPERTY ANO PREVENTING ANY TOXIC EXPOSURE TO PERSONS WHETHER OR NOT THEY ARE IN OR NEAR THE PROJECT. 5. WEEDS AND DEBRIS SHALL BE DISPOSED OF OFF-SITE. I. BACKFILL 1. BACKFILL SHALL BE AS SPECIFIED IN THE PROJECT AGRICULTURAL SUITABILITY REPORT; MACHINE-MIXED AND APPROVED BY THE CITY/OWNER PRIOR TO INCORPORATION IN PLANTING PITS. 2. IF AN AGRICULTURAL SUITABILITY REPORT 18 NOT AVAILABLE, THE FOLLOWING AMENDMENTS OR APPROVED EQUAL, SHALL BE INCORPORATED: 6 parts by volume On-site soil 4 parts by volume Nitrogen stabilized organic amendment 17 LBS per CY of mix Gro-Power Plus 1 LB per CY of mix Iron sulfate 1 O LBS per CY of mix Agricultural gypsum J. INSTALLATION 1. STAKE PLANT LOCATIONS AND SECURE APPROVAL FROM THE CITY/OWNER BEFORE EXCAVATING PITS. EXCAVATED PITS SHALL BE AS INDICATED IN THE DETAILS ON THE DRAWINGS. DUST SIDES OF PITS WITH GYPSUM BEFORE BACKFILLING. 2. CONTAINERS SHALL BE OPENED ANO REMOVED SUCH THAT THE ROOTBALL IS NOT INJURED. 3. WATER ALL PLANTING AREAS THOROUGHLY AFTER INSTALLATION OF PLANT MATERIALS. ADDITIONAL BACKFILL SHALL BE ADDED TO FILL VOIDS CAUSED BY WATER SETTLEMENT. 4. TREES SHALL BE STAKED AT TIME OF PLANTING AS INDICATED IN THE DETAILS ON THE DRAWINGS. K. GUARANTEE 1. CONTRACTOR SHALL GUARANTEE PLANT MATERIAL THROUGH ONE (1) FULL YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK. 2. REPLACEMENT PLANT MATERIAL SHALL BE OF THE SAME SPECIES, VARIETY, & SIZE AS ORIGINALLY PLANTED AND SHALL BE GUARANTEED FOR ONE (1) FULL YEAR FROM THE DATE OF RE-PLANTING. 3. COST INCURRED DUE TO REPLACEMENT OF DEAD OR DYING PLANT MATERIAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. SOOOEOTURF A. NIA POST-INSTALLATION MAINTENANCE PERIOD A. GENERAL 1. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT TO PERFORM WORK DURING THE POST-INSTALLATION MAINTENANCE PERIOD, AS SPECIFIED HEREIN, INCLUDING BUT NOT LIMITED TO: ADEQUATE WATERING OF PLANT MATERIAL, REPLACING UNSUITABLE PLANT MATERIAL, AND CONTROLLING WEEDS, RODENTS, AND OTHER PESTS. 2. CONTRACTOR SHALL MAINTAIN THE PROJECT ON A CONTINUOUS BASIS FROM THE FIRST DAY AFTER PLANTING IS COMPLETED, UNTIL ACCEPTANCE OF THE WORK. 3. COSTS INCURRED DUE TO DAMAGE OR REPLACEMENT DURING POST-INSTALLATION MAINTENANCE PERIOD SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. UNLESS STIPULATED OTHERWISE BY THE CITY/OWNER, THE POST-INSTALLATION MAINTENANCE PERIOD SHALL CONSIST OF A MINIMUM OF NINETY (90) CONSECUTIVE CALENDAR DAYS. 5. POST-INSTALLATION MAINTENANCE PERIOD MAY BE EXTENDED BY THE CITY/OWNER IF THE PROJECT IS IMPROPERLY MAINTAINED, APPRECIABLE REPLACEMENT IS REQUIRED, OR OTHER CORRECTIVE WORK BECOMES NECESSARY. B. EXECUTION 1. ALL AREAS INCLUDING, BUT NOT LIMITED TO, TURF, GROUND COVER, AND CONCRETE FLA TWORK, SHALL BE KEPT CLEAN AND FREE OF WEEDS, LITTER AND DEBRIS. 2. SUBSURFACE DRAINS AND CATCH BASIN GRATES SHALL BE KEPT CLEAR OF LEAVES, LITTER AND DEBRIS TO ENSURE UNIMPEDED PASSAGE OF WATER. DRAINLINES SHALL BE PERIODICALLY FLUSHED WITH CLEAR WATER TO AVOID BUILD-UP OF SILT AND DEBRIS. 3. BEFORE WEEDS EXCEED TWO INCHES (2") IN HEIGHT, THEY SHALL BE REMOVED AND DISPOSED OF OFF-SITE. SERIOUS WEEDS SHALL BE SPOT SPRAYED AND LEFT IN PLACE FOR SEVEN (7) CALENDAR DAYS. AREAS SPRAYED SHALL REMAIN UNWATERED FOR A MINIMUM OF FORTY-EIGHT (48) HOURS. DEAD WEEDS SHALL BE REMOVED SEVEN (7) CALENDAR DAYS AFTER APPLICATION AND DISPOSED OF OFF-SITE. 4. IF THE CITY/OWNER NOTIFIES THE CONTRACTOR OF FAILURE TO CONTROL WEEDS AS SPECIFIED HEREIN, THE CONTRACTOR SHALL KILL ALL WEEDS WITHIN TEN (10) CALENDAR DAYS OF SUCH NOTIFICATION. THE POST-INSTALLATION MAINTENANCE PERIOD WILL BE EXTENDED FOR EVERY DAY AFTER THE TEN (10) CALENDAR DAYS UNTIL SUCH WEEDS HAVE BEEN KILLED. 5. CONTRACTOR SHALL TAKE APPROPRIATE STEPS TO ELIMINATE RODENTS. C. IRRIGATION SYSTEM 1. CONTRACTOR SHALL OPERA TE THE IRRIGATION SYSTEM AU TOMA TICALL Y ANO SHALL PROPERLY AND COMPLETELY MAINTAIN ALL PARTS OF THE IRRIGATION SYSTEM. 2. CONTRACTOR SHALL PROVIDE FOR DELIVERY OF WATER IN SUFFICIENT QUANTITIES AND ADJUST WATER APPLICATION TO COMPENSATE FOR SEASONAL CONDITIONS. 3. COSTS INCURRED DUE TO REPAIR OR REPLACEMENT OF EQUIPMENT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. REPLACEMENT PARTS SHALL BE IDENTICAL TO THE MATERIAL AND AS INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN. 4. COVERAGE MUST BE TO THE SATISFACTION OF THE CITY INSPECTOR. 5. LONG TERM GROWTH OF PLANT MATERIAL SHOULD BE MAINTAINED SO NOT TO INTERFER WITH IRRIGATION COVERAGE. D. GROUND COVER AREAS GROUND COVER AREAS SHALL BE FERTILIZED WITH GRO-POWER HI-NITROGEN 14-4-9 OR APPROVED EQUAL EVERY FORTY-FIVE (45) CALENDAR DAYS, AT A RATE RECOMMENDED BY THE MANUFACTURER OR AS THE AGRICULTURAL SUITABILITY SOILS REPORT RECOMMENDS. E. TREES 1. IF REQUIRED, OR AT THE DIRECTION OF THE CITY/OWNER, TREES PLANTED AS PART OF THE CONTRACT SHALL BE PRUNED OR HEADED BACK, TO ELIMINATE DISEASED OR DAMAGED GROWTH, REDUCE TOPPLING OR WIND DAMAGE, MAINTAIN GROWTH WITHIN SPACE LIMITATIONS, MAINTAIN NATURAL APPEARANCE, AND TO BALANCE THE CROWN WITH THE ROOT STRUCTURE. 2. STAKING OF TREES SHALL BE CHECKED FREQUENTLY FOR DAMAGE, AND TO PREVENT CHAFFING OR GIRDLING. COSTS INCURRED DUE TO DAMAGE OR REPLACEMENT DUE TO IMPROPER STAKING MATERIALS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 3. AT THE REQUEST OF THE CITY/OWNER, WOUNDS OVER ONE AND ONE-HALF INCH (1 112") IN DIAMETER MAY BE SEALED WITH AN APPROVED TREE SEAL. 4. DEAD OR DYING TREES SHALL BE IMMEDIATELY REPLACED AT THE CONTRACTOR'S EXPENSE WITH MA TE RIAL OF THE SAME SPECIES AND SIZE AND GUARANTEED AS DESCRIBED IN THESE SPECIFICATIONS. 5. CONTRACTOR SHALL EXERCISE PREVENTATIVE MEASURES WHEN USING STRING LINE TRIMMERS NEAR TREE TRUNKS. COSTS INCURRED DUE TO DAMAGE OR REPLACEMENT OF TREES DUE TO IMPROPER MEASURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. F. SLOPES 1. PRIOR TO ACCEPTANCE OF THE PROJECT AND MAINTENANCE PERIOD, SLOPES SHALL BE ESTABLISHED WITH A UNIFORM 100% COVERAGE OF HEAL THY, VIGOROUS GROWTH. COSTS INCURRED FOR REPAIR OR REPLACEMENT OF BARE, SPARSE, OR DAMAGED AREAS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 2. SEED FOR REPLACEMENT SHALL BE OF THE SAME TYPE AND QUANTITY RATIO AS SPECIFIED IN THE PLANT LIST ON THE DRAWINGS. 3. IF A SOILS REPORT IS NOT AVAILABLE, SLOPES SHALL BE FERTILIZED WITH GRO-POWER HI-NITROGEN 14-4-9 OR APPROVED EQUAL EVERY FORTY-FIVE (45) CALENDAR DAYS, AT A RATE RECOMMENDED BY THE MANUFACTURER. G. INSPECTION UPON COMPLETION OF THE POST-INSTALLATION MAINTENANCE PERIOD, CONTRACTOR SHALL REQUEST AN INSPECTION FOR ACCEPTANCE OF THE WORK PERFORMED IN ACCORDANCE WITH THE APPROVED LANDSCAPE AS-BUILTS AS APPROVED BY THE CITY OF CARLSBAD. THE REQUEST SHALL BE MADE TO THE CITY/OWNER, A MINIMUM OF SEVEN (7) CALENDAR DAYS PRIOR TO THE DATE FOR INSPECTION. THE APPLICANT WILL BEGIN INSTALLATION OF IRRIGATION LINES ANO LANDSCAPING IMMEDIATELY AFTER COMPLETION OF GRADING ON ALL SLOPES. PRESSURE AND COVERAGE TEST SHALL BE SCHEDULED WITH CITY INSPECTOR TO ENSURE ADEQUATE COVERAGE. PRIOR TO OCCUPANCY OF BUILDING, ALL SLOPES SHALL MEET A MINIMUN PLANT COVERAGE OF 60 PERCENT. H. MAINTENANCE: 1. MAINTENANCE PERIOD SHALL NOT BEGIN UNTIL ENTIRE INSTALLATION IS ACCEPTED BY THE OWNER. A. ALL PLANTS AND PLANTING SHALL BE GUARANTEED FOR 1 YEAR FOLLOWING THE BEGINNING OF THE FIRST DAY OF THE MAINTENANCE PERIOD. '----''----''----''----''----''----''----''----''----''----''----''----''----''----''----''----''----' B. ALL DEAD, DAMAGED OR BROKEN PLANT MATERIAL, INCLUDING SODDED AND SEEDED LAWNS AND GROUND COVER, SHALL BE REPLACED AT TWO-WEEK INTERVALS. 3. ALL PLANTING AREAS SHALL RECEIVE 4 CU YO PER 1000 SF OF SHAVINGS, 100 LBS PER 1000 SF OF AG. GYPSUM 10 LBS PER 1000 SF OF SULFUR AND 10 LBS PER 1000 SF OF FERTILIZER. IA ~~~~~~~~~~~~~~~~~~~~~~~~ I. SOIL SAMPLES AFTER ROUGH GRADING, SOIL SAMPLES SHALL BE TAKEN FROM ENOUGH LOCATIONS ON THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. SOIL TEST SHALL BE PREFORMED BY A SOIL TESTING LABORATORY (PRE-APPROVED BY THE CITY). THE TEST SHALL INDICATE BUT NOT BE LIMITED TOTHE FOLLOWING: A. ORGANIC MATTER CONTENT B. N, P, K C. pH D. EC E. SOIL TEXTURE (SILT, CLA, SAND) F. RECOMMENDATIONS FOR AMENDMENTS, LEACHING AND MAINTENANCE FERTILIZATIONS. THE RESULTS AND RECOMMENDATIONS OF THE SOILD TESTING LABO RA TORY SHALL BE SUBMITTED TO AND APPROVED BY THE OWNER AND CITY. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORA TEO INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS. END NOTES: SLOPES 6:1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: A. STANDARD #1· COVER CROP/REINFORCED STRAW MATTING -COVER CROP SHALL BE SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT THE SECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAY. -TYPE OF REINFORCED STRAW MATTING SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. -REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. THE COVER CROP AND/OR REINFORCED STRAW SHALL BE USED THE REMAINDER OF THE YEAR. B. STANDARD /fl-GROUND COVER (SEE CALCULATION BELOW LEFn -ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTING FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). C. STANDARD #3-LOW SHRUBS • LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-314 INCH LINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). D. STANDARD #4-TREES AND/OR LARGE SHRUBS -TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM RATE OF ONE (1) PER TWO HUNDRED (200) SQUARE FEET. SLOPES-6:1 OR STEEPER AND: IA pref'Jred fo,-, A. 3' OR LESS It-I VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1. B. 3' TO 8' IN VERTICAL HEIGHT ARE REQUIRE STANDARDS #1, #2, AND#3. C. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1, lf2, #3 AND #4. AREAS GRADED FLATTER THAT 6:1 REQUIRE STANDARD #1 (COVER CROP) WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: RIO SAN DIEGO PLAZA II MASTER, LLC1525 FARADAV AVENUI!, SUITE 100 CARLSBAD, CALIFORNIA 92008 (760} 607-4282 A. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. B. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. C. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRAt-lT IMMEDIATE TREATMENT. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLAINTING AREAS. "AS BUILT" -----------· ·-·-.. ---·- TITLE DATE REVIEWED BY: INSPECTOR DATE 9/8/08 ss 1st City Submittal and Bid Set I SH1EiT 11 CITY OF CARLSBAD l [SHEETS] ----- 9/26/08 ss 2nd City Submittal 02/13109 ss 3rd City Submittal / Final Bid Set lJS. PU.NNING DEPARTMENT 20 ---.. --------------DEH and City Submittal ,a,: Approv~IA 03/24/09 ss --·- ---C PS-1 PLANTING SPECIFICATIONS ------------VENT ANA REAL PH II ~-----2175 SALK AVENUE CARLSBAD, CALIFORNIA ---- ~PROVED ,~__({Gt-. ~\..at -7·Jtrr'T I - U.NNING DWN BY: YL L PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ss 440•7M ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY: ss P1P 04-03 --....... ----- • i J ---I I !l \, l \-- j \ ' \ ' I I 'I ' ! / ' I ' ' Or.!!\,in9, %, '·i PRO,.liitC'TS.1•i"Ji=.,,pori. '-llti""'a 11-~ ·ysma~• ~,HI 111.':l.i.brl<.l.-a _Or.,,1,1<ngt1·':L.DI-'>'EN-F'tH .. F'•!.ci.1J9 L.By",it, l.F'•I l.•~J,,;il"-JG J111 :.i, 10Cl'l 12-1~ I ----+_ \_ I \ -\----' \ \ ' ,, \ i ·, • /' '< ' ' ' -'s-¾ J ..L+-_; _ _j___ -\-- \ '-· ------- . ! 'J l ' _L-~-J-- l ,-1\ V _j I r \· -\, I \" \I J\' _.\ ' I I ! --- \i --+ i -t- -+ - L -------~' ' I ____ :~1 I I I • • ! r~--1---I \ -' -7------- i - ----/---1----- i -ct-- i ' --', -----'j•-.-.---------T -I , ~-r':';,_, ,.i., -,;_ I I _.,.---L ' ' • DATE - NORTH SCALE: 1 "= 20'-0" ENGINEER OF WORK :, ' J _.--l---. ' ' <=!:-------, -~'---------.c--- _,+,-_:--_:_~,:.:---=--:-...c ~;------:- 1 ' --- - - -I I I I L ___ ~ 1/ I I I I I -~ IA I \ I TITLE REVIEWED BY: • RIO SAN DIEGO PU.ZA II MASTER, LLCIS25 FARADAY AVENUI, SUIT! 100 CARLSBAD, CALIFORNIA 92008 (760) 607-4282 DATE 2175 SALK AVENUE CARLSBAD, CALIFORNIA --------------- _-_----------=---l---+-----1-------1--l'APPR--ovED 11~i ~-~n-~'t\-:.___ --,.,-t? ------.-----+---f----+----lLLAN_N:=_IN'::':__G"'::_-_-_---::-:===:-:-_.::===::-: ... -=~==D"ATE:-:'J DATE INITIAL DATE 1-NIT_IAL_ ~N BY: YL~_ PROJECT NO. DRAWING NO. REVISION DESCRIPTION OTHER AF'-P-RO-VA-L I--C-11Y-AF~PR-OV_A_L_, lli_~~ i~, : P1P 04-03 440-7M I , I ; \; I I 'I ii' ,I I , ', i ' '- ;1•,. I I : I ' ' '