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HomeMy WebLinkAboutDWG 442-4L; CT 04-11; BLUWATER CROSSING; 01-60._._,._ _______ --- RECYCLED WATER SYSTEM (PRIVATE) BLU ATER R SSIN INSPECTION PROCEDURES \ CITY CONSTRUCTION INSP!:CTION SHALL INCLUDE: A. LOCATION OF PIPE LINES. 8. TRENCH DEPTHS C. REQUIRED SEPARATION (HORIZONTALLY AND VERTICALLYI D, PIPE IDENTIFICATION E, POINTS-OF-CONNECTION IPOC'Sl F. LOCATION Atll IDENTIFICA TIOH OF SPRINKLER HEADS G. WARNING SIGNS AT THE SITE AND DH THE TRUCKS HAULING RECYCLED WATEI llF RECYCLED WATER IS USED FOR CONSTRUCTIONI, AN APPROVED LETTER REGARDINQ THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE SAN DIEQO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO FINAL INSPECTION APPROVAL 2, DISTRICT FINAL INSPECTION SHALL INCLUPE: A. COVERAGE TEST, AFTER COMPLETION OF THE Sl'RINKLER SYSTEI!, TO DETERMIHE THE ADEQUACY OF COVERAGE ON THI! APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECYCLED WATER. . 8, WARNING SIGNS AND LABELS, C. QUICK COUPLINQ VALVES. D. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF AND PONDING. E. REQUIRED PROTECTION OF ALL RESWENTIAL AREAS. F. REQUIRED PROTECTION OF ALL WELLS, STREAMS, RESERVOIRS, ETC. G, CROSS-CONIECTION. 3. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PARTS "A", ·a·, AND ·a· OF THE DISTRICT FINAL INSPECTION. LEGEND -··-··-··-.,,., .. ,, .. , .. , - ...................... -·-·- ICl.a.Jili,11 ■ <1111111■1• ' l■I• 0 IIIH ------ EXISTING RECYCLED WATER SYSTEM -IRRIGATION RECYCLED WATER AREA PROPOSED RECYCLED IRRIGATION WATER MAINLINE lln podium slabl • RECYCLED WATER METER PROPOSED RECYCLED WATER SYSTEM PROPOSED RECYCLED IRRIGATION WATER MAINLINE EXISTING DOMESTIC WATER SYSTEM PROPOSED DOMESTIC WATER SYSTEM • • 0 DOMESTIC WATER METER @) FIRE HYDRANT @ RECYCLED WATER WARNING SIGN !See Typical Signs Detail Belowl I!"".] BACKFLOW PREVENTER MAINTENANCE RESPONSIBILITY NOTE: THE MEANDERING SIDEWALK ALONQ AVENIDA ENCINAS SHALL BE MAINTAINED BY THE CITY. ALL LANDSCAPE AND IRRIGATION WITHIN THE R.O.W. ALONG AVENIDA ENCINAS SHALL BE MAINTAINEQ BY THE HOt.EOWtER ASSDCIA TION, Ud~,a:t CARLSBAD, CALIFORNIA SIGNAGE NOTES: ·RECYCLED WATER THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANEIITLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-1/2" X 11' SIZED SIGN. COLOR PURPLE BACKGROUND WITH BLACK LETTERING. I, GUIDEIJNES FOR RECYCLED WATER USE \ IRRGATE BETWEEN THE HOURS OF 10:00 PM AND &:00 All ONLY. WATERING OUTSIDE THE TIME FRAl,E IIUST RE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY Tl.,_ BE LEFT UNA TTENOED DURING USE OUTSIDE THE NORMAL SCHEDVLE. 2. IRRGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE IN FLT RATION RATE OF THE SOIL TIMERS MUST BE ADJUSTED SO Al TO BE COMPATIBLE WITH THE LOWEST SOL INFILTMTION RATE PRESENT. THIS PROCEDURE MAY RE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, ii.!, EMPLOYING THE REPEAT FIJIICTION TO BREAK IJl' THI! TOTAL IRRGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL AB~ORPTION. 3. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS, STREETS ANO SIDEWALKS. 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMEIIT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC, SHOULD BE REFAIIED AS SOON AS TH~Y BECOIII! APPARENT. ! S. EDUCATE ALL MAINTENANCE PERSONNEL, ON A CONTINUOUS BASIS, OF THE PRESENCE OF RECYCLED W4TER, Atll THE FACT THAT If IS NOT AP~ROVED FOR DRINKING PVRPOSES. GIVEN THE HIGH TURNOVER RA TE OF EMPLOYEES IN THE LAljDSCAP! INDUSTRY, IT IS IMPORTANT THAT THIS INFORMATION BE DISSEMINATED ON AN ALM~ST DAILY BASIS. IT IS YOU, THE LANDSCAPE °CONTRACTOR, WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 11. OBTAIN PRIOR APPROVAL FOR ALL PROPOSED CHANGES AND MODFICATIONS TO ANY ON-SITE FACILITES. SUCH CHANGES MVST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7. ALL RECYCLED WATER SPRINKLER CONTROL VALVES, STRAINERS, PRESSURE REGULATOR, QUICK COUPLERS, ISOLATION VALYES SHALL BE TAGGED WITH IDENTIFICATION TAGS, A. TAGS SHALL BE WEATHERPROOF PLASTIC, 31 X 46, PURPLE IN COLOR I\ITH THE WORDS "WARNING • RECYCLED WATER -DO NOT ORIIIK" IMPRINTED ON ONE SIDE, AND "AVISA • AGUA IMPURA • NO TOMAR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CllllSTY ENTERPRISES OR APPROVED EQUAL I. ONE TAG SHALL Bl! ATTACHED TO EACH APPURTENANCE AS FOLLOWSI 1 ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE WRAP OR 2. ATTACH 10 SOLENOID WIRE DIRECTLY OR WITH PLASTIC TE WRAP OR 3. ATTACH 10 VALVE COVER WITH EXISTING VALVE COVER BOLT. 11. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. II EACH AUTOMATIC CONTROLLER AND IT'S ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING me WORDS "RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1' HIGH ON A PURPLE BACKGROUNG. THE SIGN SHALL BE PLACED SO THAT IT CAN Bl! READILY SEEN BY ANY OP~RETIONS PERSONNEL UTILIZING THE EQUIPMENT, TYPICAL SIGNS ' . ;__ . · . . · · . · e1.AC11 1.oob ·· · ·. · · · · · · ·.. · , • · , • . · .· . . PURPl,I: BACKROUND .· · . . . . . . •. _.. . • •.• · .. , . ·•· . ·. • r-:".' Ill.ACK LETi.-S • .•· 8!.ACI U.:TlJlii 11' Bi.ACK l.£T)ERt . TYPICAL SI<iNS 11• X 111" Slzt: . • • , .032. ,\U/MINUM. .060 ABS PLASTIC Oft S11CK-OII \1N'il. Sl!ll<S NTS -~~ -~~· ~ .. l~';!f'l!J l__,-,-~-~--._I ---·- ~ [ ~ .... STANDARD PLAN NOTES: 1 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MVNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. a. OR!NKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST, OR RUNOFF. 3, BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED, s. ,CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICnY PROHIBITED. 9, NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED I\ITHOUT PRIOR APPROVAL OF THE CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WAIU DISTRICTJ RULES AND REGULATIONS. 8. HOURS FOR IRRIGATION WITH RECYCLED WATER AR! FROM 9:00P.M. TO 6:00A.M. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY, IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRGA TION WITH WATER OF A LESSER QUALITY THAT DISINFECTED TERTIARY RECYCLED WATER SHALL RE BETWEEN THE HOURS OF 9:00P.M. Atll 6:DOA.M. 9, BURIAL OF ALL WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER OISTRICJ'.S RULES AND REGULATIONS. 10, NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATEII, WHEm:R BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER VSE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. fl. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TH MINIMIZE OR ELIMINATE OVER-SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS, 11. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FRO THE USE ON RECYCLED WATER DISTRIBUTION SYSTEIIS PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 13. _ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES !SPRINKLER HEADS, VALVE BOXEii, ETCJ SHALL BE COLOR-CODED PURPLE PER A WWA GUIDELINES AND SECTION 116815 OR TIE CALIFORNIA HEALTH AND SAFETY CODE. 14. ALL IRRIGATION PIPES SHALL RE STENCILED WITH THE WARNING, "NON-POTABLE OR RECYCLED WATER," COLOR-COOED IPURPLS AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD lHE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAUYATER DISTRICT'S RULE AND REGULATIONS. 15. ON NEIY ON-SITE !POST-METER~ POTABLE WATEII, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHOULD RE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT EIIGINEEI AND /OR REGULATORY AGENCY, MEASUREMENTS SHALL BE BETWEEN FACING SURFACE&, NOT PIPE CFNTERLINES • 18. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABL! WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 17. IF A CONSTANT PERSSURE RECYCLED WATER LINE MUST BE IN6TALLEP ABOl'E A POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL Wf\TER DISTRICT'S RULES AND REGULATIONS, . 18. DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTOIN TEST AND COVERAGE TEST AS DIRECTED BY CARLSBAD MUNICIPAL WATER DISTRICT Atll THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO ANY USE OF RECYCLED WATER. · 19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT ANP/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 20. THI! DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "00 NOT DRINK" SIGNS SHALL BE CALLED OUT ON THE PLANS. 2t WHEN RECYCLED WATER BECOt.E8 AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITINIJ. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, THI! RECYCLED PURVEYOR'S Ru.es AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTE!I. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT AHO/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTN. IN CASE OF EMERGENCY CONTACT LARRY TRUE (MAINTENANCE SUPERVISOR) AT __ ~l7~6~0'=l _43~8~-6~66~1'----- PHONE NUMBER OR AFTER HOURS CONTACT --~L~AR=R~Y_T~R=UE~---~u---='7=6="01=4~3cc8·=6=66~1 ___ _ PHOIE NUMBER (MAINTENANCE SUPERVISOR! Z2. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUlllNG FIRE IIAINI AND ANY WATER WEI.LS AND WATER COURSES WITHIN THI! RECYCLED WA TEA PROJECT SHALL BE SHOWN ON THE PLANS. 23. CALL our ON THE Pl.ANS IF THERE ARE OR ARE NOT DRltl<IHG FOUNTAINS Alll/OR DESIGNATED OUTDOOR EA TING AREAS ON THIS SITE. 24. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE Of RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSEJ ONLY, AND 18 NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RATE QF EMPLOYEES IN THE LANDSCAPE INDUSTRY IT IS IMPORTANT THIS INFORMATION RE DISSEMINATED ON AN ALMOST DAILY BASIS. 25. A PHYSICAL SEPERATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WfTH RECYCLED WATER AND POTABLE WATER. SEPERATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. NOTES INSPECTION PROCEDURES: 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 REQ~IRED INSPECTIONS AND REQUIRED SUBMITTALS. 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 FORII", A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST Lit£ "FINAL LANDSCAPE CERTIFICATION FORM" FAX TO: 760-944-8943 LANDSCAPE INSPECTION REQUEST PHONE LINE: 760-602-4602 IRRIGATION NO TE: CONTACTS OWNER: TRAMMELL CROW RESIDENTIAL 949 SOUTH COAST DRIVE 1400 COST A MESA, CA 92626 PHONE: 1714) 968-9355 FAX: (714) 968-9353 CONTACT: BRAD PEROZZI LANDSCAPE ARCHITECT: URBAN ARENA, LLC 3195 REDHILL AVENUE COSTA MESA, CALIFORNIA 92628 PHONE: 714.754,4500 FAX: 714.754.4545 CONTACTS: MICHAEL SCHROCK · ARCHITECT: MVE & PARTNERS 1900 MAIN STREET, #800 IRVINE, CA 92614 PHONE: (949) 809-3388 FAX: 19491 809-3399 CONTACT: TIM SMALLWOOD CIVIL ENGINEER: PDC (PROJ, DESIGN CONSULT .I 701 B STREET, SUITE 800 SAN DIEGO, CA 92101 PHONE: 1619) 235-6471 FAX: 16191 234-0349 CONTACT: NICK PSYHOGlOS "" cu > ...I I 0 C a: II• > I-:z 0 C I 0 :c 3:: I.LI 0 ELECTRICAL ENGINEERING AMELECT INC~ 1330 OLYMPIC BLVD. SANTA MONICA, CA 90404-3728 PHONI=: (310). 450-8752 FAX: (310) 450-4742 CONT ACT: AMOS SLUTZKY PLUMBING ENGINEERING TAD ENGINEERING 1401 BATAVIA 1103 ORANGE, CA. 92867 PHONE: (7141 53B-3802 FAX: (7141 538-3812 CONT.ACT: HUEY CAO STRUCTURAL ENGINEERING VANDORPE CHOU ASSOCIATES, INC. 2200 WEST ORANGEWOOD AVE., #150 ORANGE, CA 92868 PHONE: (714) 978-9780 FAX: (7141 978-9929 CONTACT: BOB CHOU GE0TECHNICAL: ALBUS-KEEFE & ASSOCIATES, INC 1011 NORTH' ARMANDO STRET ANAHEIM, CA 92806 PHONE: (714) 630-1628 FAX: (7141 630-1910 CONTACT: DOUGLAS ALBERNATHY SHEET INDEX SHEET TITLE SHEET I SHEET TITLE SHEET I TITLE SHEET KEY MAP PODIUM GRADING PLAN PODIUM GRADING PLAN PODIUM GRADING PLAN MASTER ELECTRICAL PLAN FOR SITE AMENITIES !FOR REFERENCE ONL YI CONSTRUCTION PLAN CONSTRUCTION PLAN CONSTRUCTION PLAN CONSTRUCTION PLAN CONSTRUCTION PLAN CONSTRUCTION PLAN CONSTRUCTION PLAN CONSTRUCTION PLAN CONSTRUCTION PLAN CONSTRUCTION PLAN STAKING PLAN STAKING PLAN STAKING PLAN STAKING PLAN STAKING PLAN STAKING PLAN STAKING PLAN STAKING PLAN STAKING PLAN STAKING PLAN CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS 1 2 3 4 5 s 7 • 9 1D 11 12 13 14 15 19 17 18 19 20 21 22 23 24 25 29 27 28 29 CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION SPECIFICATIONS CONSTRUCTION SPECIFICATIONS 30 31 32 33 IRRIGATION MASTER PLAN 34 IRRIGATION WATER METER KEY MAP 35 IRRIGATION PLAN 38 IRRIGATION PLAN 37 IRRIGATION PLAN 38. IRRIGATION PLAN 39 IRRIGATION PLAN 40 IRRIGATION PLAN 41 IRRIGATION PLAN 42 IRRIGATION PLAN 43 IRRIGA tlON PLAN 44 IRRIGATION DET AL$ IRRIGA TIOlt SPECIFICATIONS IRRIGATION SPECIFICATIONS PLANTING PLAN PLANTING PLAN PLANTI: G PLAN PLANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING DETAILS PLANTING: SPECIFICATIONS PLANTING. SPECIFICATIONS 45 40 47 48 49 50 51 52 53 54 55 59 57 58 59 60 APROVAL NOTE: APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. VICINITY MAP . 'ife.~i ~~ f,l,i/1 ,cf( , ... :-;;%: '~·· ·rJ~~r''~ ~!!l'.\\~)1 URBAN AREN~ 3195 Red Hill Avenue-Loft F Cosio Mesa, California 92626 T. 714.754.4500 F. 714.754.4545 Orange County. San Diego • Merced L I C CALIFORNIA CALIFORNIA ARIZONA UTAH NEVADA ACAD FILE: JOB NO.: SCALE: DATE: E N s E s #4192 #539 #3905 #32522 #379520-5301 L0.OOlndeXSheet.dwg 06-009 I"= 40'-0' 05-10-07 BID DATI::" 1ST SUBMITTAL (COUNTY): 1ST SUBMITTAL (PLANNING): 2ND SUBMITTAL: 02-20-07 02-21-07 05-10-07 C L I E N T 949 SOUTH COAST DRIVE# 40D COSTA MESA, CA. 92626 T : (714) 966-9355 F: (714) 966-9355 PROJECT BLUWATIR NORTH -Islet ·-::J l!2i -:::i . [.?; ! ~ ; : la :J ' :· -,.1,e~7. ' ,--"~-~.---_:, -,,ddi[sjr' -'~' 'EZ-~u :~.-- ALL IRRIGATION BACKFLDW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THI! CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BET\YEl,N THE METER AND BACKFLOW PREVENTER SHALL BE 'SCHEDULE K HARD COPPER' • APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT: www.cl.carlsbed,c■.ue/pdfdoc.hlml?pid,340 \;~~·~ ., .. ,'1 \i'l• :. "'~ u .. ,..., .. ~1 0 • • ON SHEET • • /IA • • • ! 30 60 120 180 DECLARATION OF RESPONSIBILITY CHARGE: I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCIZED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THI! DESIGN IS CONSISTENT WITH CURRENT STANDARDS, I UNDERSTA~ THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRDMENTAL HEALTH IS CONFINED TO A REVIEW ONL DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES OR PROJECT DESIGN. URBAN~~ I 3 5 REDHILL AVI!, I COSTA MESA, CALIFORNIA 92825 I PHONE: 714-754-4500 BY: DATE: Prep a /'V • " 4192 (1 I ti. ()1 REGIS I NO:, I . I (7 03/31/08 EXPIRATION DA TE:. IRRIGATION AS BUil T NOTE: APPROVED: THE FINAL IRRIGATION AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND FINAL WILL. BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO PLANNING DEPARTMENT SIGNING THE PERMIT CARD. ~v' ~G PLANCHECKER CARLSBAD MUNICIPAL WATER DISTRICT WILLIAM E. PLUMMER R.C.E. 28176 DEPUTY CITY ENGINEER EXP.3/31/09 COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH LAND AND WATER QUALITY DIVISION GLENN LEEKS ENVIRONMENTAL HEAL TH SPECIALIST 1 0, j/.--f47 DATE 1 UTILITY NOTE: THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINING LANDSCAPE WORK SO THAT THE LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTN.ITIES FROM VIEW ,, ., .. -~, l·-" .• NORTH INTSl S H E E T T I T L E INDEX SHEET NOTE: APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. l-------·~·~§-~JJIJ.~I-" ______ t-RE_Vl_s_107Nrs-M_us_T_BTE•A~~~R~O-~_o_B~Y~P~U-BL_~_H_.E_AL_T_H_E_NG_1N_E_ER_._A_ss_T_._PL_AN_N_IN,G_D_1R_E_cT_o_R_A_N_o_m_sT_R_~_r_E_NG,IN_E_ER~1 sH;ET I m PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD ~====-=======PL::::A=NN=IN:::G=D::::EP::::A::R::TM:::E::::NT:::::===:=~=:==0~ LANDSCAPE PLANS FOR: R.C.E. DATE: R.C.E. R.C.E. REVIEWED BY: INSPECTOR DATE: t----t---f'l::,,;c'---------------+---+---+---+-~ r------r--r./::,,~-----------t--+-~-+--t-----il := A=PPR=otld=.==/==e,.= .. =£i=l=;Jk=======J=l-=t1==.==0'7==~ ~ ~~ -u ~ t·· --=======:::=:~====:;===:::;--;=======~ f-;;-;-;;:;;---r;=:;-i~--------------1--=-:-c:::-"'+:::=-:-:~-:-:-:::=-1-=~ C' r-~--c--c=----, r-----~ DATE INITIAL ATE INITI.AL DATE INITIAL DWN BY: PROJECT NO, ORA WING NO. °CHKD BY: ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT04-11 442-4L BLUWATER CROSSING ' i • • " , 4::: f; I ....c. r--.... ~ 8t I j ' I I SHEETS: 15 (CONSTRUCTION PLAN) 25 (STAKING PLANI 44 IIRRIGA TION PLANI 58 (PLANTING Pl.AN) SHEETS: 14 (CONSTRUCTION PLANI 24 (STAKING PLANI 43 !IRRIGATION PLANI 55 IPI.ANTING PLANI SHEETS: 13 !CONSTRUCTION PLAN) 23 !STAKING PLAN) 42 IIRRIGA TION PLAN! 54 !PLANTING PLAN) SHEETS: 10 !CONSTRUCTION PLANI 20 1ST AKING PLAN) 39 !IRRIGATION PLANJ 51 (PLANTING PLANI I I I I I • I I SHEETS: 5 !GRADING PLAN! 11 !CONSTRUCTION PLAN! · . 21 1ST AKING PLAN) 57 (PLANTING PLANI Bwldmgt T ! I RESIDENTIAL _ __J--····rr·· lJ 111 1111 URBAN AREN~ 3195 Red Hill Avenue-Loft F Costa Mesa, California 92626 T.714.754.4500 F.714.754.4545 Orange County • San Diego • Merced LICENSES CALIFCRNIA CALIFCRNIA ARIZONA UTAH NEVADA #4192 11539 #3905 #32522 ____ __.11379520-5301 ~OSC~pl ~ -... <> ~r.!Lz,;;:--...,...-0-' * \.~~':~~,,,:~:::,;~ * LL I I n~l I =====I I ===r ========'=='--, \ I I 7 I 11 I n I I I I n 11 I' 11 1111 11 n I I I I _l_J-y~,, SHEETS: 1 r,_J' ACAD FILE: JOB NO.: OJ: C-'\. \ L2.1 0ConPlan.dwg 06-009 I"= 40'-0" 05-10-07 SHEETS: 5 (GRADING PLANI 9 !CONSTRUCTION PLANI 19 !STAKING PLAN) 38 IIRRIGA TION PLAN) SO !PLANTING PLAN! SHEETS: 12 !CONSTRUCTION PLAN) 22 !STAKING PLAN) 41 IIRRIGA TION PLAN) 53 !PLANTING PLAN) i • l /j+OO EMBARCADERO-rANc ,:,- - NCTD SHEETS: 4 (GRADING PLANI 8 (CONSTRUCTION PLAN) 18 !STAKING PLAN! 37 (IRRIGATION Pt.ANI 49 !PLANTING Pl.AHi I21 0 EMBAR R N 11 (CONSTRUCTION PLAN) I / \ 21 (STAKING PLAN) / / 40 IIIRIGA TION Pl.AN) ii 52 !PLANTING PLAN) I I_ NOTE: SHEETS: 3 !GRADING PLAN) 7 !CONSTRUCTION PLANI 17 (STAKING PLANI 38 !IRRIGATION Pt.AN) 48 (Pl.ANTING Pl.AN) 7: RESIDENTIAL 0 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. SCALE: DATE: BID DATE: 1 ST SUBMITTAL ICOUNTYI: 02-20-07 lSTSUBMITTAL PLANNING): 02-21-07 2ND SUBMITTA[: 05-l 0-07 C L I E N T TCJR Trammell Crow R..sldeudal 949 SOUTl1 COAST DRIVE # 400 COSTA MESA, CA. 92626 T: (714) 966-9355 F: (714) 966-9355 PROJECT lUWDTIR CARLSBAD, CALIFORNIA SHEET TITLE KEY MAP t--~-~_s1o_N~S-Mu_s_T~BE~A-P-PR_ov_~_sv_P_ue_L_1c_H_EA-LT_H_E_NG_1~_E_~~A-SS~~-P~L~_NIN~G-0_1R_Ec_To,~R-A-ND_o_1s~TR_1c_T~E~NG_1N_EE_R~1S~ETI m PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD A PLANNING DEPARTMENT 0 i ::====:'....'=:================::::'....'::==~ t----t-----J9F-----------------;--+---+------1-~ LANDSCAPE PLANS FOR: BLUWA TER CROSSING l----+--+ ....... --------------1---1----l----1--1~=================================~ 1-::~+=-c-tb,L ____________ -l"'7'C'"=-+c:=c-+--,-,-=--1---I ~======='.:'.~==========::;--;:::.=.=-=-=-=-=-=-=-=-~ DATE INITIAL ENGINEER OF WOR REVISION DESCRIPTION IAPP~--1 ~-~i:...,--\\-ll-i-1 ... , NNING DATE DATE INITIAL DATE INITIAL OWN BY: PROJECT NO. DRAWING NO. CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: Cr04-11 442-4L 1' _, FF 57.12 Buil . ______ _ _e-L __ _ -■■-■■ I ■■-■■-■■ I ■■ GRADING LEGEND SYMBOL FS R RE DESCRIPTION FINISH SUl!FACE RIDGE RIM ELEVATION PROPOSED GRADE ELEVATIONS FLOW DIRECTION 6' BRASS DECK DRAIN ISEE PLANS BY PLUMBING ENGINEER FOR SPECIFICATIONS AND INSTALLATION DETAILS) GRADING NOTES 1. GRADING PLAN IS FOR POOIUII TOPPING SLAB AND PODIUM PLANTER AREAS ONLY. DETAILS AND SPECIFICATIONS FOR ALL DRAINS AND CRAIN LINES PER PLANS BY PLUMBING ENGINEER AND CIVIL ENGINEER. - 2. ALL DECK DRAINS SHALL BE NOS 6" ROUND, BRASS FINISH. 3, ALL PLANTER DRAINS SHALL BE NDS A TRIUIII DRAIN, GREEN COLOR. 4. DRAINAGE GRADIENT IN PLANTER AREAS SHALL BE A MINIMUM OF 2% (UNLESS OTHERWISE NOTED). 5, ALL MATERIALS AND WORKMANSHIP IS TO COIIFORM TO GOVERNING CODES AND ORDINANCES, 6, CONTRACTOR IS TO NOTIFY OWNER AND/OR LANDSCAPE ARCHITECT IF PROPER DRAINAGE CANNOT BE oeTAINED, 7, DRAIN LOCATIONS ARE TO BE LOCATED AS SHOWN ON PLANS. 8. ALL SUl!FACE WATER SHALL DRAIN AWAY FROM BUILDINGS, DIAL TOLL fREE 1-800-422-4133 AT LEAST nvo DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 0 5 10 20 L ___ _J I ■■ ■■ I ■■-■■ 30 L__, ____ __j i ,_--... FF 57.12 Ll ---{ ,_______. Buil , ·1!g 12 " Buil • 13 FF 57.12 CJ ___ _ _ PL,. I ■■-■■ NOTE: _i. ·", \,..._ ~- I I ----7 I I I I I' I I I I 0 - I /- I t I r-- I /--- I ,e.... .. , ... ,.; '--"'----'---! APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. URBAN AREN~ 3195 Red Hill Avenue -Loft F Cosio Mesa_, California 92626 T. 71 ◄.754.4500 F. 714.754.4545 Orange County • San Diego • Merced L I C E CALIFORNIA CALIFORNIA ARIZONA UTAH NEVADA ACAD FILE: JOB NO.: SCALE: DATE: BID DATE: N s E s #4192 #539 #3905 #32522 #379520.5301 L2, 1 OGradPlan.dwg 06-009 1·= J0'-0" 05-10-07 I ST SUBMITTAL {COUNTY]: I ST SUBMITTAL {PLANNING): 2ND SUBMITTAL: 02-20-07 02-21-07 05-10-07 C L I E N T TCR Trammell Crot¥ Rnldent.lal 949 SOUTH COAST DRIVE # 400 COSTA MESA. CA. 92626 T: {714) 966-9355 F: (714) 966-9355 PROJECT lUWAJIR _S S I N G CARLSBAD, CALIFORNIA S H E E T T I T L E GRADING PLAN REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST, PLANNING--D-IR-EC_T_o,R_A_ND-Dl·S-TR_rc_r_E_-NTG-IN-EE_R-----1 I SH!ET I m PRIOR TO IMPLE!wENTATION IN FIELD. ' CITY OF CARLSBAD 6. PLANNING DEPARTMENT 0 f'o.,.._ ____________ ---+ ~====:'....~ ~=-=-=-=-=-=--=-=============~-===~ r------,------~r,:--LANDSCAPE PLANS FOR: DATE INITIAL ENGINEER OF WOR REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL BLUWATER CROSSING OWN BY: CHKD BY: RVWD BY: PROJECT NO. CT04-11 DRAWING NO. 442-4L j-·, ' ' , 1111 • i I ■■ •• -----· ---· ------· ---•• •• •• •• GRADING LEGEND SYMBOL FS R RE DESCRIPTION FINISH SURF ACE RIDGE RIM ELEVATION PROPOSED GRADE ELEVATIONS FLOW DIRECTION S' BRASS DECK DRAIN {SEE PLANS BY PLUMBING ENGINEER FOR SPECFICATIONS AND INSTALLATION DETAILS) __ c.Pi..l ____ _ •• •• •• •• GRADING NOTES 1. GRADING PLAN IS FOR POPIUM TOPPING SLAB AND PODIUM Pl.ANTER AREAS ONLY. DETAILS AND SPECIFICATIONS FOR ALL DRAINS AND DRAIN LINES PER PLANS BY PLUMBING ENGINEER AND CIVIL ENGINEER. 2. ALL DECK DRAINS SHALL BE NOS 8' ROUND, BIJASS FINISH. 3. ALL PLANTER DRAINS SHALL BE NDS ATRIUM DRAIN, GREEN COLOR. 4. DRAINAGE GRADIENT IN PLANTER AREAS SHALL BE A MINIMUM OF 2% (UNLESS OTHERWISE NOTED!. 5. ALL MATERIALS AND WORKMANSHIP IS TO CONFORM TO GOVERNING CODES AND ORDINANCES. 8. CONTRACTOR IS TO NOTIFY OWNER AND/OR LANDSCAPE ARCHITECT IF PROPER DRAINAGE CANNOT BE OBTAINED. 7. DRAIN LOCATIONS ARE TO BE LOCATED AS SHOWN ON PLANS. 8. ALL SURFACE WATER SHALL DRAIN AWAY FROI~ BUILDINGS, DIAL TOLL FREE 1-800-422-4133 AT Ll:AST 1WO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 0 20 ', --;:_,,_, __ .. ,:-:-::~ .. j -,~~L..._ rr:/ t□CJ •• ---_pj_ ---•• •• •• •• 30 •• • • • • •• •• • • NOTE: URBAN AREN.A: 3195 Red Hill Avenue-Loft F Cosio Mesa, California 92626 T. 714.754.4500 F. 714.754.4545 Orange County • San Diego • Merced L I C E CALIFORNIA CALIFORNIA ARIZONA UTAH NEVADA ACAD FILE: JOB NO.: SCALE: DATE: BID DATE: N s E s #4192 #539 #3905 #32522 #379520-5301 L2.1 0GradPlan.dwg 06-009 ... = 10'-0'' 05-10-07 1ST SUBMITTAL (COUNTY): 1ST SUBMITTAL (PLANNING): 2ND SUBMITTAi.: 02-20-07 02-21-07 05-10-07 C L I E N T TCR Trammell Crow Re.sklenttal 949 SOUTI-t COAST DRIVE # 400 COSTA MESA, CA. 92626 T: (714) 966-9355 F : (714) 966-9355 PROJECT lUWfllfR CARLSBAD, CALIFORNIA S H E ET T I T L E GRADING PLAN APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER IT] ~ _PR-1o_R_r-+□-1M_P-LE_M__,E""'e"r-Ar-1o_N_1N-FIE_LD_. _______________ -----~---.-----,r---.----1 sH:ET ~--c_i_r_v_o_F_c_A_R_L_s_s_A_o_~ 0 • ,_.., PLANNING DEPARTMENT /'... LANDSCAPE PLANS FOR: -----------j--- ----+---BLUWATER CROSSING /'... [ APPROW;.x.,{ • ~~ I ~ ~=IHG~ _______ ,_ 1·_~~~·--· -----+---1-e-. -----------------l-----l------l----+-----1,--------, ,-------, OWN BY: PROJECT NO. DRAWING NO. DA TE INITIAL ENGINEER OF WOR REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL CHKD BY: RVWD BY: _ ____ CT04-11 442-4L '_j ,, 'rn,-:_, 1:" ,, 'i ' ' : I I I ! I I I I 4 _ _,P""'L. -- I i ■ --■ ■ ----, ff C ; ,,-' ' . . R ' . ·---~--!) _, ..,,,.~ ' ) ' IJ -:1r------------·--R --- ,( I 11-,cc .. · , ~~~IJ11j-l--+.il( , v v; I ! 7 ··---·-F~~--::jr:-:--:::_r·,1!' ✓' ·~:_,,"('' II I 1=~-'lc===H;'l\""=!c===cl:==~lill==l===="='-c,'I '-, ~,.,. Ii I ~~;'=';~""'··==;·· • .. , ' :__,/ '-,",._,,_ ' . CJ :1--=· -·+---+-+-r--+-t----J-+-+-t-+--+--t--+--□ ____________ ~P-1 __ •• •• •• •• GRADING LEGEND SYMBOL FS R RE DESCRIPTION FINISH SURF ACE RIDGE RIM ELEVATION PROPOSED GRADE El£VATIONS FLOW DIRECTION 6" BRASS DECK DRAIN {SEE PLANS BY PLUMBING ENGINEER FOR SPECIFICATIONS AND INSTALLATION DETAILSI •• .-.-· -■ii■•---■ II •• GRADING NOTES 1. GRADING PLAN IS FOR PODIUM TOPPING SLAB /IND PODIUM PLANTER AREAS ONLY. DETAILS AND SPECIFICATIONS FOR ALL DRAINS AND DRAIN LINES PER PLANS BY PLUMBING ENGINEER AND CIVIL ENGINEER. 2. ALL DECK DRAINS SHALL BE NDS 6" ROUND, BIIASS FINISH. 3. ALL PLANTER DRAINS SH.ALL BE NDS ATRIUM DRAIN, GREEN COLOR. 4. DRAINAGE GRADIENT IN P~ANTER AREAS SHALL BE A MINIMUM OF 2% !UNLESS OTHERWISE NOTEDI. 5. ALL MATERIALS AND WORKMANSHIP IS TO CONFORM TO GOVERNING CODES AND ORDINANCES. II. CONTRACTOR IS TO NOTIFY OWNER ANO/OR LANDSCAPE ARCHITECT IF PROPER DRAINAGE CAtJNDT BE OBTAINED, 7. DRAIN LOCATIONS ARE TO BE LOCATED AS SHOWN ON PLANS. B. ALL SURFACE WATER SHALL DRAIN AWAY FROM BUILDINGS. •• - ~e~i~-___ _ ___ .. _ ---+-__ e~1 ..... __ .. ___ _ ■ ■ •• • • •• • • •• NOTE: I I I L ___ J FF 57.12 Bull n 4 !O 0 FF 57.12 •• ■■ ... LI.I ~ m ! 0 ... <C :I -· N 0 ... ... i LI.I LI.I U1 ~ ::c ~ t <C :I ·---' • • URBAN AREN,£\ 3195 Red Hill Avenue-loft F Costa Mesa, California 92626 T. 714.754.4500 f. 714.754.4545 Orange County• San Diego • Merced L C E CALIFORNIA CALIFORNIA ARIZONA UTAH NEVADA ACAD FILE: JOB NO.: SCALE: DATE: BID DATE: N s E s #4192 #539 #3905 #32522 #379520-5301 L2.10GrodPlon.dwg 06-009 1"= 10'-0'' 0.>-10-07 1ST SUBMITTAL !COUNTY): 1 ST SUBMITTAL PLANNING): 2ND SUBMITTAL: 02-20-07 02--21-07 0.>-10-07 C L I E N T TCR Trammell Cro\V &.i.ldentlal 949 SOUTH COAST DRIVE # 400 COSTA MESA, CA. 92626 T: {714) 966-9355 F: {714) 966-9355 PROJECT lUWnTIR CARLSBAD, CALIFORNIA S H E ET T I T L E GRADING PLAN APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. DIAL TOLL FREE 1-800-422-4133 AT LCAST TWO DAYS BEFORE YOU DIG UNDERGROLND SERVICE ALERT OF SOUTHERN CALIFOf.!NlA 0 ■ ' 5 10 20 30 REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. , I'-, DA TE INITIAL ENGINEER OF WORK -----------~~-~--~--~- REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL CITY OF CARLSBAD SHEETS 60 PLANNING DEPARTMENT ~---L_-_-_-_-:__-_-:__-_-_-_-:__-_-:__-_-_-_-_'--_-_--'----" L ___ _ LANDSCAPE PLANS FOR: BLUWA TER CROSSING OWN BY: CHKD BY: RVWD BY: PROJECT NO. CT04-11 DRAWING NO. 442-4L ---__ , ____ _ I ! ' j I ' (' I i I' i ' bk" I H ' i : -----' I I I 1--"-·7 I I -7 I I ~·~fl FOUNTAIN NOTE: FOUNTAIN WATER SUPPLY LINE SHALL BE CONNECTED TO POTABLE WATER SOURCE FOUTAIN PUMP, FILTER TO BE LOCATED IN FOUTAIN EQUIPMENT ROOM ON GARAGE LEVEL -REFER TO ARCHITECT ·s PLANS FOR EXACT LOCATION OUTLINE OF CUSTOM BUil T FOUNTAIN ABOVE EQUIPMENT LEGEND • □ • • □ □ □ • FOUNTAIN EQUIPMENT LOCATION (GARAGE LEVEL) ~ f,W,111 GAS LINE PENETRATION AT FIRE PIT • INSTALL PER PLUMBING PLAN WATER LINE PENETRATION AND TRANSITION FROM COPPER PIPE TO PVC PIPE • INSTALL PER PLUMBING PLANS ELECTRICAL WIRE PENETRATION -INSTALL PER ELECTRICAL PLANS . . r COPPER "K" PIPE FOUNTAIN WATER SUPPLY LINE BELOW PODIUM • MAY BE CONNECTED TO DOMESTIC LINE • INSTALLED PER PLUMBING PLANS 2' FOUNTAIN DRAINLINE BELOW PODIUM • CONNECT TO SEWAGE SYSTEM • INSTALLED PER PLUMBING PLANS GAS LINE IN SLEEVE BELOW PODIUM • INSTALLED PER PLUMBING PLANS ELECTRICAL WIRE IN SLEEVE/CONDUIT BELOW PODIUM r OIAMETER • WIRE SHOWN FOR REFERENCE ONLY. INSTALLED PER ELECTRICAL PLANS l J _W _ _L II \J I 0 5 10 II J_ ill ' ' II I I I~ ! ____ J L.., I I f I IT L __ _j • • NOTE: • , ''-----1 L_ ~L __ _J r---, I I I I I I I Bui · ing6 FIRE PIT ---, I r- I I I URBAN AREN~ 3195 Red Hill Avenue -Loft F Costa Mesa. California 92626 T.714.754.4500 F. 714.754.4545 ' Orange County • San Diego • Merced LICENSES CALIFORNIA CALIFORNIA ARIZONA UTAH NEVADA ACAD FIUE: JOB NO.: SCALE: DATE: BID DATE: #4192 #539 #3905 #32522 ___ #379520-5301 L3.0lrrPlan.dwg 06-009 I"= 10'-0'' 05-10-07 1ST SUBMITTAL {COUNTY): 02-20-07 02-21-07 05-10-07 1 ST SUBMITTAL {PLANNING): 2ND SUBMITTAL: C L I E N T TC~R 949 SOUTH COAST DRIVE # 400 COSTA MESA, CA. 92626 T: (714) 9669355 F: (714) 966-9355 PROJECT BlUWnlfR S H E E T T I T L E AMENITIES MASTER PLAN APPROVED FOR IRRIGATION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. (FOR REFERENCE ONLY) • PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD ~RE-vi_s_io_N_s_M_u_s_r 7 B"E _AP_r_R_o_ve_o_B_v_r_u_BL_1c_"_eA_L_TH_EN_G_1N_E_ER_, _A_ss_T_. _PL_A_N_N1_NG.-0_1Re_c_T~O.R _A_ND_01,sT_R_JC_r_e_"_G_1N_EE_R---1 l SH!ET I ~--------------~ ~ PLANNING DEPARTMENT LANPSCAPE PLANS FOR: BLUWATER CROSSING l---f----,J',=l-------------1----1--------1------1-----1 i APP~~lJ ~-ti,4 n--i.-r.t:,; . PLANNINQ PATE ~D::WN:::::::B::Y,======~:':.,~~--=--=-=p==-R=Oc-=J-=E=-C:::T,::..,,N=-o=.--=--=..:::;-;::::=Dl!=A=W=l=NG'==N=o.=~ CHKD BY: DA TE INITIAL ENGINEER OF WOR REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY AP PROV AL RVWD BY: CT04-11 442-4L ,_, i i,:.' I •• 1 •. •• •• I "AS BUil T" DATE: LICENSE d~t)j,O EXP. REVIEWED BY: ---INSPECTOR 0 Buil 12 . x7 1-Hl, -+· . d c'-'CC~L''\'' . -'CC'"-L ·-r· -r-"'j : -1 fl-~-~6-~ J i;~~:: = =-;f ~ ~1]J •· :: = -1.==.===-==-=; I Buil 13 I -.J -~- D - __ .ce .... 1. _____ , •• ■ ■ W,-.. ec I I / :';" / 1 [[I 0 "' ' I ' ' ' ' b .. URBAN AREN~ 3195 Ked Hill Avenue· Loft F Cosio Mesa. Call!ornlo ,2626 T, 11,.75,1.000 F. 71,.754.,545 Orange County • San Diego • Merced LICENSES CALIFORNIA CALIFORNIA ARIZONA UTAH NEVADA 114192 #539 113905 #32522 -~-•379520-5301 * C --;;;.t!!,~..,.-;J * ACAD FILE: JOB NO.: SCALE: DATE: BID DATE: C L 'I' ' OF CA\.\ I l2. IOConPlan.dwg 06-009 I"= 10'--0'' 05-10-07 E N T TCR TnmmeU Crow R...id.,nl.lal 949 SOUTH COAST DRIVE # 400 COSTA MESA, CA. 92626 T: (714J 966-9355 F: (714J 966-9355 p R 0 J E C T ,---·7 I I I I a, ---0 / I I ' 0 ---~ ·' ' ,-- [[) NOTE: APPROVED FOR IRRIGATION AND PLANTING ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREA. LUWPTfR CROSSING CARLSBAD, CALIFORNIA S H E ET T I T l E AS-BUILT CONSTRUCTION PL~ .. N • -RE"'V1-'-s-'-10.:..N;..s.:c11U=-=sT==,.BE·APP-'-R=-o:..:ve::.:.o.:..:=BY=PU-'---e-uc_HE_A_L_TH_E_N_GJNE_E_R_. A_s_s_T._PLA_NN111_~G-D1RE_c_T~oR_AND_01S"-T-T-R1_cr_EN~G-1NE_ER_--1 I SHiET 11 1-l SHE6E0Ts I r PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DEPARTMENT :::=:==--================='-'==~ LANDSCAPE PLANS FOR: REFER TO SHEET# 11 FOR CONSTRUCTION AND PAVING LEGENDS fj]i ,---~~~:~=-'.5-~"~~,::-:5~}t~~;.~~~:-,:,~,-;~--~~~=c:s· E~=(Y ~"""~~ · ... ABAR~!.QE!lp BLUWATER CROSSING jfc~,;2~¢8'.',\\fJ:,m 2 S ~ coco . 5 10 1-------1---l",.,__ _________ ....j__..J_._1--__J.--1 I APPROVED: 11-k~a-Bk~ - DATE INITIAL ENGINEER OF WO REVISION DESCRIPTION - DATE IIITIAL DATE IIITIAL OTIJER APPROVAL CITY APPROVAL DWN BY: CHKD BY, RVWD BY: PROJECT NO. CT04-11 DRAWING NO. 442-4L ; w ~ ~ 0 ~ ti; u ~ I 0 V i ~ < ::, ~ ! ., -~ ~ K:' < u ~ :s ~ ~ 0 -¥ I .. u \ I -i !i i s :s i a: I I i I I t i I i f! ~ i i ~ "' ;;;', ; t f2 ; w ., ~ ~ < r "' ~ ~ ~ < g i "' !i ~ w 91 ~ 0 ; ~ i w !3 ~ 0, .... w ~ u, w w u, I w ! :c 0 .... C( :IE I i Jlii I I I ,, 1; Ii Ii[ ll ! . MA TCHLINE -SEE SHEET 12 Bui 6 r---- !OJ b___ Bui] 1 in 7 61 ,--------·-7 I I I I I I 1-.-=.J ~~-.----,, --"=:J I .j ..... L ..J -_p ) / "AS BUILT" II J_/"V .-v~/)!!1 SIGNATURE DATE: 1/9:L 1/00/10 LICENSE EXP. REVIEWED BY: ~1--.£( 6r, ~Ur ~-lS ·-""" INSPECTOR -DATE: - MA TCHLINE -SEE SHEET 11 UTILITY 'e.t.seMENT \ :---'<c---, 6 \ ~ a;' -.... , ~~~~L ____ -' -= . -'lilE::. "l:, -- I < < < < ·-t-'='--t---+--+ -+r-+----+---+--+--+--t-++--+--+...-......,.-+---+--+--t---+--+--+--1f---f--+--+~--+--+-r<<~< ~<~<~<~<<~<~<~<:<r;--;--- -J <///<<//<<<<<\<// URBAN ARENA 56 ------0!!8}-..__.\ --±::-:l.!!J -11----+ t----Jr~-+-4---t-+-t---r1•-=t='-t''t---t--t4-t--t----rl~=t-'-t'rl-t-+--r+=~F-9tl<<<<<<<<<<<<<<<<<<~<<<'l-t--'=-t <(<(<(</(<(<(<(<( F <<( r -< < < < < < < < < '< < 3195 Red Hill Avenue -Loft F Costa Mesa·. California 92626 T. 714.754.4500 F. 714.754.4545 ,-----7 I I I I I I -----·----··----- I I 1 ---- 55 54 I I L ___ _j I 53 I, ), ' I .I A--,--f---l-+-+-l--+-lB--1---l-i~' ~tt=~'."1-----------____ _,_.,. □ -□ iJ ---------------1+ r -[!JI I 1 1----7 ..._,-.-.. !H-+--+----t-+---+---+---+-t!" I L ~="1 =-'Ce-=~ :,=c:J -I I REFER TO SHEETI ft FOR CONSTRUCTION AND PA YING LEGENDS 0 20 30 I [_ __ j L ____ _j C PP4x7 -----1'- □ ! ,---·-7 I I I I I I CJ 7~ ---:;1:qt];.=l~;;;1i;~t;:::t;;;;~ -[ __ _ :·---··: c= "'! : rnr -1t~ I I I I q --·--r::;::, ·,·:·:·'"· --11· ·•----· · ----. t:· --::::1 L ___ J ~ --::j L ___ J I= -=I ~_,, """~ ~~Q-= ITJo PP4x7 Bui r---, r---, I I I I I I I I I I I NOTE: L ___ _J --~,;;:.;71-i -:::.i,: -:,i IIll -1 3 -7 -TI I ~~· ,---7 I I I I I I l!J I ' I -. () -- i 1 l~~ I Ll7 :::c ~o .... C( -""-...r3• r ::::E J-'--'-,1 [L - I I I; I I I APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. Orange County • San Diego • Merced l I C E CALIFORNIA CALIFORNIA ARIZONA UTAH NEVADA ACAD ALE: JOB NO.: SCALE: DATE: BID DATE: N s E s #4192 #539 13905 #32522 #379520-5301 l2. l OConPl□n.dwg 06-'.009 , .. = I0'-0' 05-10-07 C L I E N T TCR Tnunme.U Crnw Reldenttiil 949 SOUTH COAST DRIVE # -400 COST A MESA, CA. 92626 T: (714) 966-9355 F: (714) 966-9355 PROJECT lUWOTfR ' ROSSING CARLSBAD. CALIFORNIA SHEET TITLE AS-BUILT CONSTRUCTION PLAN REVISIONS IIUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PlAIINING DIRECTOR AND DISTRICT ENGINEER CT] ~ t-PR_IO_R_TTO_IMP_L_EIIE-.NATA_TI_ON_IN_FIEL_D_. ----------,----.------,--~--'--I ":ET CITY OF CARLSBAD O PLANNING DEPARTMENT ~::=:'..--'================:'_':::=~ LANDSCAPE PLANS FOR: BLUWATER CROSSING , I APPROVED: 11.:kC lr-~ ,-, , .. •.:,"'I Pi.ANNING DATE. ' DA TE INITIAL ENGINEER OF WOR REVISION DESCRIPTION DATE IIITIAL DATE lilTIAL DWN BY: PROJECT NO. DRAWING NO. CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: CT04-11 442-4L • ' •~"•,• ) MA TCHLINE -SEE SHEET12 I UTILITY EASEMENT '' ' ~\ ===-----:L-A~\:. ~2.\':'=~=;==,i -'-__ :□:0 ~,\ ~,-~if.. I \ I _ _ L _ _ _ __ I -+-_; -+---l-----+--, L ____ --,--__,1 ___ Io : __ _ >s:>,~>;5>; ,_ I -I -L __ ----I L_ --------Li--r. -_J >s> :>s>; --=· ----+y----+--t----rl~~---'l-,---1 -+--t---t--+------1-----t ------'--+",----t---t---t--"FF -~ -1 >)x>>>>> I lnl '>>> -~>(> ml ____ t.::.i_0 -I, I I ~j :=':';' ;;;:::;---;' :;;;:;;=~====:::::!::=====iirT,~~~.==r~"---,,., c9_____ --'p~~-· ---- • •• • I I \ "AS BUil T" fll V\....,-... f/30/~ SI NATURE ~ , ,1~2~: 11'1:Z. LICENSE EXP. REVIEWED BY: 11-,:(_( lr-~M ""-i-i ..:oC\ INSPECTOR -DATE: - ' ' '-----__, Buil ' in 4 ,---, I I I I I I c=-,_·=:.:=L..,.,. __ =·, ___ ~.,,--,----. l t ---, 20 30 I I I ~ I Cl0 .... w w ::c (/) w w (/) ~ ' ..J ::c (.) .... C :E QONSTRUCTION NOTES C!:) CONCRETE STEPS WI MEDIUM SAND BLAST • REFER TO DETAIL I, SHEETI 27 (D 6' WIDE NATURAL GRAY CONCRETE MOW STRIP WITH BROOM FINISH • REFER TO DETAIL D, IHEETI 27 © 30" HIGH STUCCO PLANTER WALL ON PODIUM-STUCCO COLOR & FINJSH TO MATCH ARCHJTECTU!!E • REFER TO DETAIL C, SHEET# 29 IID AL TERNA TE: 30" HIGH BURNISHED BLOCK PLANTER- <!) 30" HIGH STUCCO BLOCK PLANTER WALL ON PODIUM (STEP WALL 1 COURSE @ AT RAMP CONDITION] STUCCO COLOR & FINISH TO MATCH ARCHITECTURE-REFER TO DETAIL C, IHEETI 29 - llD AL TERNA TE: 30" HIGH BURNISHED BLOCK © 30' HIGH STUCCO BLOCK PLANTER WALL ON GRADE· STUCCO COLOR & FINJSH TO MATCH ARCHITECTURE • REFER TO DET All C, SHEET# 29 llD ALTERNATE: 30" HIGH BURNISHED BLOCK PLANTER WALL ON GRADE <!) TUBULAR STEEL COURTYARD GATE • REFER TO DETAIL H, SHEETI 28 <i) TUBULAR STEEL COURTYARD FENCING -REFER TO DETAIL H, SHEET# 28 <!) PODIUM COURTYARD PILASTEk TO BE CMV BLOCK W/ ITUCCO BLOCK & PRECAST CONC, CAP · STUCCO COLOR & FINJSH TO MATCH ARCHITECTURE • REFER TO DETAIL J, SHEET# 28 l!D ALTERNATE: BURNISHED BLOCK W/ PRECAST CONCRETE CAP © TUBULAR STEEL HANDRAILS IAT STEPS CONDITION] • REFER TO DETAIL G, SHEET# 27 ® T.S. GUARDRAILS A TOP CIVIL ·s BET AINING WALL • REFER TO DETAIL E, SHEET# 27 @ HIGH BLOCK WALL (AT DAY-CAREi -REFER TO DETAIL B, SHEET# 28 @ HIGH BLOCK PILASTER !AT DAY-CAREi • REFER TO DETAIL H, SHEETf 27 @ TUBULAR STEEL EMERGENCY VEHICULAR ACCESS GATE IAT DAY-CARE) • REl'ER TO DETAIL F, SHEET# 27 @ PLAZA FOUNTAIN -REFER TO DETAIL G, SHEET# 30 <!) PRECAST FOUNTAIN (@ BLDG .•. 3.4,SJ • TO BE TREVl'S BLOCK WITH BALL FOUNTAIN • MODEL I 8LKF-BALL • COLOR TO BE SELECTED -AVAILABLE FROM: TREVI MANUFACTURING 17021 '64.3030 @ GLASS GUARDRAIL ATOP LOW BLOCK • REFER TO DETAIL B, SHEET L2.24 @ PRECAST FOUNTAIN (@ BLOG ... t0,11,12,131 TO BE TRrVl'S VORTEX WITH BALL -MODEL I YTXR-BALL • COLOR TO BE SELECTED • AVAILABLE FROM: fREVI MANUFACTURING 1702I 664.3030 @ FIRE PIT • REFER TO DETAIL E. SHEETI 28 ® TUBULAR STEEL OVERHEAD TRELLIS WITH STRING LIGHT!! • IIEFER TO DETAIL 8, IHEEU 28 ® TUBULAR STEEL OVERHEAD TRELLIS WITH CABLE WIRE • REFER TO DETAll A, SllEET# 29 @ FREESTANDING CLUSTER MAILBOX @ POST TOP LIGHT • REFER TO LIGHTING PLANS PREPARED BY OTHERS @ TRASH ENCLOSURE • REFER TO ARCHITECT'S PLANS @ RETAINING WALL & PILASTERS • REFER TO CML 'S PLANS • RETAINING WALL & PILASID TO H_AVE STUCCO FINISH TO MATCH ARCHITECTURE & CONCRETE CAP • COLOR TO BE SELECTED PR.ASID BID ALTERNATE: BURNISHED BLOCK PILASTER WITH CONCRETE CAP ® 30" IIIGH CUSTOM PRECAST CONCRETE PLANTER AVAILABLE FROM QUICKCRETE, PHONE: 1151-737-6240 • MODEL f CALll'ORNlA 4X7-INTEGRAL COLOR CONCRETE TO BE ADOBE WITH ACID ETCH FINJSH • ALLOW 8 WEEKS LEAD TIME FOR DELIVERY • POT TO HAVE PLANTER TECHNOLOGY CUSTOM SELF IRRIGATION LINER • AVAllABLE FROM PLANTER TECHNOLOGY • PHONE: 951-737-6240 (OR EQUAL) ALLOW 6 WEEKS LEAD TIME FOR DELIVERY ® PRECAST CONCRETE POT TO BE QUICKCRETE CALll'ORNIA SQUARE PLANTER-MODEL f QS-CAL3030P WITH ACID ETCH -COLOR TO BE ADOBE • ALLOW MIN. 6 WEEKS LEAD TIME FOR DELIVERY • PLANTER TO HA VE SELF IRRIGATION LINER AVAILABLE FROM PLANTER TECHNOLOGY • PHONE: 951-737-6240 IOR EQUAL) @ CORNER MON\JMEIIT SIGN • BY OTHERS @ TUBULAR STEEL GUARD RAILS ATOP LOW BLOCK -REFER TO DETAIL D, SIIEEH 30 @ SPLIT FACE BLOCK MAIL BOX KIOSK AT ENTRY • REFER TO DETAIL A. SHEET# 30 ® PRECAST ROUND PLANTER POT @ TUBULAR STEEL HANDRAILS (AT RAMP CONDITION] • REFER TO DETAIL F, SHEETI 30 @ POURED-IN-PLACE NATURAL GRAY CONCRETE RETAINING CHEEK WALL (AT RAMP CONDITIONI • REFER TO DETAIL F, SHEETI 30 @ BIKE RACK TO BE COLUMBIA CASCADE BOLLARD CYCLOOPS, MODELf C-2172, WITH BLACK POWDER COAT • AVAILABLE FROM PACIFIC SITE COMPLEMENTS, INC. l949.496.805n • ALLOW 4 TO 6 WES<S LEAJ) TIME FOR DELIVERY. INSTALL PER MANUFACTURE'$ RECOMMENDATIONS ® LOW STUCCO SEAT WALL (AT RAMP CONDITION) • REFER TO DET All. F, &HEETf 28 @ PLANTER WALL ION GRADE) · REFER TO DETAIL D, SHEETf 31 ® BIKE LOCKER TO SE COLIJMl!lA CASCADE CVCLOCKER. MODEU 2176-2-C W/ POWDER-COATED FINISH • AVAILABLE FROM PACIFIC SITE COMPLEMENTS, INC. (949.496.BOSn ALLOW 4 TO 6 WEEKS LEAD T'IME FOR DELIVERY. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. ® SOHO LOUNGE FURNITURE SET (TYPI: 141 CHAIR$ • MODEL 1928390, 141 CUSHIONS -MODEL 1935007, Ill SOHO COFFEE TABLE -MODEL #928424 OR APPROVED EQUAL. AVAILABLE FROM SIIITH & HAWKEN, 800.423,0117 • ALLOW 4 TO 6 WEEKS LEAD TIME FOR DELIVERY @ NEWCASTLE BENCH !TYP.) • IIOOEL 1869719 OR APPROVED EQUAL. AVAILABLE FROM SMITH I< HAWKEN, 800.423.0117 • ALLOW 4 TO 6 WEEKS LEAD TJME FOR DELIVERY ® SOHO DINING SET ITYP.J • (4) CHAIRS • MODEL 1858985, 111 TABLE • MODEL 1858993, (11 o · -OCT.1,GON UMBRELi A · MODEL 1836098 !COLOR T B.S.I, l1l ALUMINUM UMBRELLA BASE • MODEL 1823617 !COLOR TB.S.I OR APPROVED EQUAL AVAILABLE FROM SMITH & HAWl<EN, 100.423.0117 • ALLOW 4 TO 6 WEEKS LEAD TIME FOR DELIVERY ® BOLLARD • REFER TO CIVIL ENGIIIEER ·s PLAN @ CLOCK TOWER FEATURE & SEATWALL BASE BY OTHERS @ BOLLARD LIGHT • REFER TO LIGHTING ENGINEER ·s PLANS @ TRA~SFORMER ACCESS GATE • REFER .. TO DETAIL E, SHEETf 31 ® PRECAST CONCRETE PLANTER AVAILABLE FROM QUICKCRETE, PHONE: 951-737-6240 • MODEL I (CASCADE QR-CE4836P)-INTEGRAL COLOR CONCRETE TO BE ADOBE WITH ACID ETCH FINJSH -ALLOW 8 WEEKS LEAD TIME FOR DELIVERY -POT TO HA VE PLANTER TECHNOLOGY &ELF IRRIGATION LINER OR EQUAL CONSTRUCTION LEGEND r--. ALIGN C.J. CONSTRUCTION JOINT ITYPJ, SEE DETAIL A, B, C, SHEET L2.21 EQ. EQUAL P.A. PLANTll,IG AREA R ~ADIUS It CENTERLINE NOTE: PA YING LEGEND I!) NATURAL GRAV CONCRETE ON GRADE !TOOLED JOINTS) WITH BROOM FIN!SH -REFER TO OET AILS A AND C, SHEETI 27 ' Ii) INTEGRAL COLOR CONCRETE PAVING/TOPPING SLAB ON STRUCTURE ISil.W CUT JOINTS], TO BE DAVIS 'SANDSTONE' WITH !Jll!!I ACID WASH FINISH· IEFER TO DETAll C, SHEET# 28 f!I INTEGRAL COLOR CONCRETE PA YING/TOPPING SLAB ON STRUCTURE '8AW CUT JOINTS! TO IE DAVIS 'IANOSTO!ie' WITH l:!laA'l'I. SANDBLAST FINISH • REFER TO OET AIL B, SHEET# 28 (!I INTEGRAL COLOR CONCRETE PAVING ON GRADE !SAW CUT JOINTS], TO If DA VIS 'SANDSTONE. WITH LIGHT SANDBLAST FINlSH • REFER TO DETAILS A&B. SHEET I 27 [!) PEDESTRIAN INTERLOCKING PAYERS (60MII. PAYERS] ON STRUCTURE (AT CENTRAL PLAZA], TO BE ACKERSTONE 6X12 PAYERS, COLOR: RED -TAN • CHARCOAL. PATTERN: HERRINGBONE • REFER TO DETAILS G ANO I, IHEET L2.22. am ALTERNATE: INTERLOCKING JIAVERS 160ML! PAVERSI ON STRUCTURE (AT CENTRAL PLAZA], TO BE BORAL PAYERS 4X8 f'AVERS, COLOR: KEY WEST, PATTERN: HERRINGBONE • REFER TO DETAILS G AND ~ SHEETf 28 l!) PEDESTRIAN INTERLOCKING PAYERS l&OMM PAYERS] ON STRUCTURE_ (AT CORRIDOR ENTRY!, TO BE ACKERSTONE 6X12 PAYERS, COLOR: RED -TAN • CHARCOAL, PATTERN: HERRINGBONE -REFER TO DETAIL G AND ~ SHTI 28. llD ALTERNATE: INTERLOCKING PAVER$ (60MM PAYERS] ON STRUCTURE lAT CORRlllOR EIITRYJ, TO BE BORAL PAYERS 4XB PAYERS, COLOR: TO BE SELECTED, PATTERN: HERRINGBONE • IEFER TO DETAILS G ANO ~ SHEET# 28 @) PEDESTR!il.N INTERLOCKING PAYERS 160111,! PAYERS] ON GRADE (AT DAYCARE), TO BE ACKERSTONE 6X12 PAYERS, COLOR: RED -TAN • CHARCOAL, PATTERN: HERRINGBONE • REFER TO DETAIL D, SHEET# 28 I!!) ALTERNA_t!;: INTERLOCKING PAYERS (6bMM PAVERSI ON GRADE (AT DAYCARE], TO BE BORAL PA VERS 4X8 PA VERS, COLOR: KEY WEST, PATTERN: HERRINGBONE -REFER TO DETAIL D, SHEET# 28 (!I VEHICULAR INTERLOCKING PAVERS ON GRADE AT STREET CIRCLE ISLAND 480MM PAYERS), TO BE ACKERSTONE 6X12 PAYERS, COLOR: RED -TAN • CHARCOAL. PATTERN: RADIAL -IIEFER TO DETAIL D, SIIEETf 28 IIP ALTERNATE: INTERLOCKING PAYERS ON GRADE l60MM PAVERSJ, TO IE BORAL PAYERS 4X8 PAYERS, COLOR: TO BE SELECTED, PATTERN: IIADIAL • REFER TO DETA!l D, SHEETI 28 [!) 12" INTEGRAL COLOR CONCRETE BAND IIIAW cur JOINT$), TO -~ DAV18 'SANDSTONE. WITH MEDIUM SANDBLAST FINISH • REFER TO DETAILS D & G, SHEETI 28 11D ALTERNATE: NATURAL GRAY CONCRETE BAND ISAW CUT JOINTS], WITH HEAVY SANDBLAST Flll!SH • REFER TO IIETAllS D & G, SHEETI 28 11] VEHICULAR INTERLOCKING PAYERS ON GRADE AT STREET CROSSING lSOMM PAVERSI, TO BE ACKERSTONE 8X12 PAYERS, COLOR: TO BE SELECTED BY LANDSCAPE ARCHITECT, PATTERN: HERRINGBONE • REFER TO DETAIL D, BHEETI 28 BID ALTERNATE: INTERLOCKING PAYERS ON GRADE l60MM PAYERS], TO IE DORAL PAYERS 4XB PAYERS, COLOR: TO BE SELECTED, PATTERN: IERRINGBONE • REFER TO DETAIL D, SHEET# 28 (!I GEOBLOCK TURF BLOCK • REFER TO DETAIL A, SHEETf 28 SID AL TERNA TE: ACKER-STONE TURFBLOCK OR EQUAL (g TILE PAVER ON CONCRETE BASE • TILE PAVER TO MATCH ARCHITECTURE l!) THIN SET TILE PAVER ON STRUCTURAL SLAB -REFER TO ARCHITECT'S PLANS FOR DETAILS, SPECIFICATIONS & WATER-PROOFING INFORMATION URBAN AREN~ 3195 Red Hill Avenue-Loft F Costa Mern, California 92626 T. 714.754,4500 F. 714.754.4545 Orange County -!!!an Diego • Merced LICENSES CALIFORNIA CALIFORNIA ARIZONA UTAH NEVADA Aj:AD ALE: JOB NO.: SCALE: DATE: 81D DATE: #4192 #539 #3905 L2.10ConPlan.clwg 06-009 I"= 10'-0' 05-10-07 C L I E N T TCR Tnunmen Crow R<5lrlm:'""1 949 SOUTH COAST DRIVE # 400 COSTA MESA, CA. 92626 T: (714) 966-9355 F: (714) 966-9355 PROJECT ·lUWATfR CROSSING CARLSBAD. CAUFORNIA SHEET TITLE CONSTRUCTION PLAN APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. l--~-VJ_s_,o_Nrs_M_us_r_BTE.A_~_n_o_VED_B_Y_~_BLl_c_~_AL_T_H_E_N_G1_NE_E_R,_A_s_sr_._~_A_~-G~~-C-TO,R_A_N_~-~~Tm_c_T_~~~-E_R4I8H9EEIIL----------~-~m PRIOR TO IIIPLEMENTATION IN FIELD, CITY OF CARLSBAD PLANNJNG DEPARTMENT LANDSCAPE PLANS FOR: BLUWA TER CROSSING 1-----t------1"':"---~---------+-----+---+---11--1J_APPR_o_VED_,_~_-_t:,(~P~-:r~~~~-=--=~~---W-·~~~r'-re--l ~========,"':'=---~=;.-~~------;=---==--, ---;::....=~~~~=; t--cD:cAc;T;:-E----t-:IN;:;;1:::T1-:cAL--f~---------------t-=-DA:-:T=E-+-=1N=m::cA::-L--+--=D-:-ATE=--+-:m=IA-:--:L-t OWN BY: PROJECT NO. DRAWING NO. I CHKO BY: REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT04-11 '42-4L I' i "' w ~ ~ 0 w ~ <( fu u ~ I u ti ~ u ~ <( ::, ~ I ., i I <( ~ <( u ; :s ~ ~ I I I I I I !i I ! I P.L. ■■ - ■■ II - I D l ---u._ --- ■■ ■ ■ Wi"<A ■ ■ "AS BUil T" ... 4192- LICENSE EXP. REVIEWED BY: INSPECTOR DATE: I 10 ' TILITY EA: [[I .J ' --_I I ! D D BuildLng 2 [j - c:?'. '~~' Y-.: I D D FOUNTAIN EQUIPMM LOCATED UNDERNEATH STAIRWAY. IEHIND THE FOUNTAIN ■■ D D D ~" -~'°F-,u , . ··~ ---77·---- l---+--+--c ID ■■ ■■ ■■ REFER TO SHEETI 11 FOR CONSTRUCTION AND PAVING LEGENDS □ □ ■■ •• •• 1 D □ •• -v _ .. .,_.,,-v. -~'.'"""'"".···---· · · -;,-·•·· .. : ·-· -, __ --~·· ··---"."':X::sJ •,r,L, 0 5 10 20 30 " " D-)1\==9~== ~-jj NOTE: URBAN AREN~ 3195 Red Hill Avenue-Loft F Cosio Meso. Colifornio 92626 I. 714.754,4500 f, 714.75<.<545 Orange County • San Diego • Merced L I C f CALIFORNIA CALIFORNIA ARIZONA UTAH NEVADA ACAD FILE: JOB NO.: SCALE: DATE: 81D DATE: C L I N s f s 14192 1539 #3905 #32522 #379520-5301 L2.1OConPlan.dwg 06-009 I"= 1O'-0'" 05-10-07 E N T TCR Tramrn,.n Crow Rmw:k,ntm1 949 SOUTH COAST DRIVE # 4DO COST A MESA, CA. 92626 T: (714) 966-9355 F: (714) 966-9355 p R 0 J E C T ~tuv,nrtR ROSSING CARLSBAD, CALIFORNIA S H E ET T I T L E APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. AS-BUILT CONSTRUCTION PLAN ~~-~_s_1o_Nrs_~_s_T_~~A_w_R_o_w_e_v_P_~_u_c_HE_.AL_T_H_~-~~-~-"_sT_._PLANMN __ Tc_D_~_cT_~~A-~-m~m-cT_~_G~~-R~18':,ETl~l--~---F-·_~ ______ ~Jl·s~0.Tsl • PRIOR TO IMPLEMENTATION IN FTELD. · · ITV O ARLSBAD PLANNIHG DEPARTMENT DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WO REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LANffJCAPE PLAHS FOR: BLUWA TER CROSSING DWN BY: CHKD BY: RVWD BY: PROJECT NO. CT04-11 DRAWING NO. 442-4L CONSTRUCTION NOTES (!) CONCRETE STEPS WI MEDIUM SAND BLAST -REFER TO DETAIL I, SHEETI 27 (D 8" WIDE NATURAL GRAY CONCRETE MOW STRIP WITH BROOM FINISH -REFER TO DETAIL D, SHEETI 27 © 30" HIGH STUCCO PLANTER WALL ON PODIUM-STUCCO COLOR & FINISH TO MATCH ARCHITECTURE -REFER TO DETAIL C, SHEET# 29 BID ALTERNATE; 30" HlGH BURNISHED BLOCK PLANTER- © 30" HlGH STUCCO BLOCK PLANTER WALL ON PODIUM !STEP WALL 1 COURSE @ AT RAMP CONDITION) STUCCO COLOR & FINISH TO MATCH ARCHITECTURE-REFER TO DETAIL C, IHEETI 29 - !11D Al TERNA TE: 30' HIGH BURNISHED BLOCK Q) 30' HIGH STUCCO BLOCK PLANTER WALL ON GRADE-STUCCO COLOR & FINISH TO MATCH ARCHITECTURE -REFER TO DETAIL C, SHEETI 29 BID AL TERNA TE: 30" HlGH BURNISHED BLOCK PLANTER WALL ON GRADE © TUBULAR STEEL COURTYARD GATE -REFER TO DETAIL H, SHEETI 28 © TUBULAR STEEL COURTYARD FENCING -REFER TO DETAIL H, SHEETI 28 Q) PODIUM COURTYARD PILASTER TO BE CMU BLOCK WI STUCCO BLOCK & PRECAST CONC. .. CAP -STUCCO COLOR & FINISH TO MATCH ARCHITECTURE -REFER TO DETAIL J, SHEET# 28 BID Al TERNA H: BURNISHED BLOCK WI PRE CAST CONCRETE CAP © TUBULAR STEEL HANDRAILS !AT STEPS CONDITION) -REFER TO DETAIL G, SHEET# 27 @ T.S. GUARDRAILS ATOP CIVIL ·s RETAINING WAll • REFER TO DETAIL E, SHEETI 27 ® HIGH BLOCK WALL (AT DAY-CAREi • REFER TO DETAIL 8, SHEETt 28 @ HIGH BLOCK PILASTER IAT DAY-CAREi -REFER TO DETAIL H, SHEET# 27 @ TUBULAR STEEL EMERGENCY YlaHICULAR ACCESS GATE IAT DAY·CAJ!EI • REFER TO DETAU. F, SHEETI 27 · (E:) PLAZA FOUNTAIN -REFER TO DETAIL G, SHEET# 30 @ PRECAST FOUNTAIN (@ BLDG ... 3,(51 -TO BE TREV! 'S BLOCK WITH BALL FOUNTAIN -MODEL I BLKF-BALL -COLOR TO BE SELECTED -'-VAILABLE FROM: TREV! MANUFACTURING {702) 664.3030 (!!,) GLASS GUARDRAIL ATOP LOW BLOCK -REFER TO DETAIL B, SHEET L2.24 © PRECAST FOUNTAIN 1@ BLDG ... 10,11,12,131 TO BE TREVl"S VORTEX WITH BALL -MODEL I VTXR-BALL -COLOR TO BE SELECTED -AVAILABLE FROM: TREV! MANUFACTURING 17021 664.3030 @ FIRE PIT • REFER TO DETAIL E, SHEET# 28 @ TUBULAR smL OVERHEAD mELLIS WITH smJNG LIGHTS -AUER TO DETAIL B, SHEETI 29 @ TUBULAR STEEL OVERHEAD TRELLIS WITH CABLE WIRE -REFER TO DET All A, BHEETI 29 @ FREESTANDING CLUSTER MAILBOX ® POST TOP LIGHT -REFER TO LIGHTING PLANS PREPARED BY OTHERS @ TRASH ENCLOSURE -REFER TO ARCHITECT'S PLANS @ RETAINING WALL & PILASTERS -REFER TO CIVIL ·s PLANS - RETAINING WALL & PILASTER TO HAVE STUCCO FINISH TO MATCH ARCHITECTURE & CONCRETE CAP • COLOR TO BE SELECTED PILASTER BID ALTER~ TE~ BURNISHED BLOCK PILASTER WITH CONCRETE CAP @ 30" HIGH CUSTOM ?RECAST CONCRETE PLANTER AVAILABLE FROM OUICKCRETE, PHONE: 851-737-5240 -MODEL I CALIFORNIA 4X7-INTEGRAL COLOR CONCRETE TO BE ADOBE WITH ACID ETCH FINISH -ALLOW 8 WEEKS LEAD TIME FOR DELIVERY -POT TO HA VE PLANTER TECHNOLOGY CUSTOM SELF IRRIGATION LINER -AVAILABLE FROM PLANTER TECHNOLOGY - ~ PHONE: 951-737-6240 !OR EOUAll ALLOW 6 WEEKS LEAD TIME FOR DELIVERY ® PRECAST CONCRETE POT TO BE OUlCKCRETE CALIFORNIA SQUARE PLANTER-MODEL I OS-CAL3030P WITH ACID ETCH -COLOR TO BE ADOBE -ALLOW MIN. e WEEKS LEAD TIME FOR DELIVERY -PLANTER TO HAVE SELF IRRIGATION LINER AVAILABLE FROM PLANTER TECHNOLOGY -PHONE: 951-737-6240 IOR EQUAL) @ CORNER MONUMENT SIGN -BY OTHERS @ TUBULAR STEEL GUARD RAILS ATOP LOW BLOCK -REFER TO DETAIL D, SHEETI 30 ® SPLIT FACE BLOCK MAIL BOX KIOSK AT ENTRY · REFER TO DETAIL A, SHEET# 30 ® PRECAST ROUND PLANTER POT @ TUBULAR STEEL HANDRAILS IA T RAMP CONDITION) -REFER TO DETAIL F, SHEETI 30 @ POURED-IN-PLACE NATURAL GRAY CONCRETE RETAINING CHEEK WALL 1AT RAMP CONDITION) -REFER TO DETAIL F, SHEET# 30 @ BIKE RACK TO BE COLUMBIA CASCADE BOLLARD CYCLOOPS, MODELI C-2172, WITH BLACK POWDER COAT -AVAILABLE FROM PACIFIC SITE COMPLEMENTS, INC. 1949.496.BOSn • ALLOW 4 TO 6 WEEKS LEAD TIME FOR DELIVERY. INSTALL PER MANUFACTURE"$ RECOMMENDATIONS ® LOW STUCCO SEAT WALL !AT RAMP CONDITION) -REfEll TO DETAIL F, SHEETI 28 -® PLANTER WALL (ON GRADE) -REFER TO DETAIL D, SHEETI 31 @ BIKE LOCKER TO BE COLUMBIA CASCADE CYCLOCKER, MODELI 2176-2-C WI POWDER-COATED flNISH -AVAILABLE FROM PACIFIC SITE COMPLEMENTS, INC. 1949.496.SOSn ALLOW 4 TO 6 WEEKS LEAD TIME FOR DELIVERY. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. (£) SOHO LOUNGE FURNITURE SET ITYP): 141 CHAIRS -MODEL lll28390, 141 CUSHIONS -MODEL 1935007, (11 SOHO COFFEE TABLE -MODEL #928424 OR APPROVED EQUAL. AVAILABLE FROM SMITH & HAWKEN, 800.423.0117 -ALLOW 4 TO 6 WEEKS LEAD TIME FOR DELIVERY @ NEWCASTLE BENCH ITYP.) -MODEL 1869719 OR APPROVED EQUAL AVAILABLE FROM SMITH / .. HAWKEN, 800.423.0117 • ALLOW 4 TO 9 WEEKS LEAD TIME FOR_l>EllVERV @ SOHO DINING SET (TYP.l • 141 CHAIRS • MODEL 1858985, 111 TABLE -MODEL 1858993, 11l 8. OCTAGON UMBRELLA -MODEL 1836098 !COLOR T.B.S.), l1l ALUMINUM UMBRELLA BASE - . MODEL 1823617 (COLOR T.B.S.l OR APPROVED EQUAL. AVAILABLE FROM SMITH & HAWKEN, 800.423.0117 -All.OW 4 TO 6 WEEKS LEAD TIME FOR DELIVERY @ BOLLARD -REFER TO CIVIL ENGINEER ·s PLAN @ CLOCK TOWER FEATURE & SEATWALL BASE BY OTHERS ® BOLLARD LIGHT -REFER TO LIGHTING ENGINEER ·s PLANS @ mANSFORMER ACCESS GATE -REFER TO DETAIL E, SHEETI 31 @ PRECAST CONCRETE PLANTER AVAILABLE FROM OUICKCRETE, PHONE: 951-737-6240 -MODEL I 1CASCADE OR-CE4836Pl-INTEGRAL COLOR CONCRETE TO BE ADOBE WITH ACID ETCH FINISH -ALLOW 8 WEEKS LEAD TIME FOR DELIVERY -POT TO HA VE PLANTER TECHNOLOGY SELF IRRIGATION LINER OR EQUAL CONSTRUCTION LEGEND ,r,. C.J. EO. P.A. R Cl. ALIGN CONSTRUCTION JOINT ITYP.l, SEE DETAIL A, B, C, SHEET L2.21 EQUAL PLANTING AREA RADIUS CENTERLINE 10 I 20 I 30 PAVING LEGEND l!l NA TUR Al GRAY CONCRETE ON GRADE 1TOOLED JOINTS) WITH BROOM FINISH -REFER TO DETAILS A ANO C, SHEET# 27 [!I INTEGRAL COi.OR CONCRETE PAVING/TOPPING SLAB ON smucTURE 1SAW CUT JOINT$). TO BE DA VIS "SANDSTONE· WITH LIGHT ACID WASH FINISH - REFER TO DETAIL C, SHEET# 28 @) INTEGRAL COLOR CONCRETE PA YING/TOPPING SLAB ON STRUCTURE (SAW CUT JOINTS! TO BE DAVIS "SANDSTONE· WITH HEAVY SANDBLAST FINISH -REFER TO DET All 8, SHEET I 28 (!] INTEGRAL COLOR CONCRETE PAVING ON GRADE !SAW CUT JOTNTSJ, TO IE DA VIS ·sANDSTONE • WITH LIGHT SANDBLAST FINISH -REFER TO DETAILS A&B, SHEETI 27 I!) PEDESTRIAN INTERLOCKING PAYERS l60MM PAVERSI ON STRUCTURE IAT CENTRAL PLAZA), TO BE ACKERSTONE 6X12 PAYERS, COLOR: RED -TAN • CHARCOAL, PATTERN: HERRINGBONE -REFER TO DETAILS G AND I, SHEET L2.22. BID ALTERNATE: INTERLOCKING PAYERS l60MM PAVER$) ON STRUCTURE !AT CENTRAL PLAZA), TO BE BORAL PA VERS 4X8 PA VERS, COLOR: Kf.Y MST, PATTERN HERRINGBONE • IDER TO DETAILS G AND I, SHEETI 28 I!) PEDESffllAN INTERLOCKING PAYERS 160MM PAYERS) ON STRUCTURE 1AT CORRIDOR ENTRY), TO BE ACKERSTONE 6X12 PAYERS, COLOR: RED -TAN - CHARCQA!.. PATTERN: HERRINGBONE -REFER TO DETAU. G AND ~ SHH 28. IID ALTERNATE: INTERLOCKING PAYERS 160MM PAVERSl ON STRUCTURE (AT CORRIDOR ENTRY), TO BE BORAL PAYERS 4X8 PAYERS, COLOR: TO BE SELECTED, PATTERN: HERRINGBONE • REFER TO DETAILS G AND I, SHEETI 28 [i) PEDESTRIAN INTERLOCKING PAYERS l&OMM PAVERSI ON GRADE IAT DAYCARE], TO BE ACKERSTONE 6X12 PAYERS, COLOR: RED -TAN - CHARCOAL, PATTERN: HERRINGBONE -REFER TO DETAIL D, SHEET# 28 BID ALTERNATE: INTERLOCKING PAYERS l60MM PAYERS) ON GRADE IAT · DAYCARE], TO BE BORAL PAVERS 4X8 PAYERS, COLOR: KEY WEST, PATTERN: HERRINGBONE -REFER TO DET All D, SHEETI 28 (i!] VEHICULAR INTERLOCKING PA VERS ON GRADE AT STREET CIRCLE ISLAND 180111.M PAVERSJ, TO BE ACKERSTONE 6X12 PAYERS, COLOR: REO -TAN - CHARCOAL, PATTERN: RADIAL -REFER. TO DETAIL D, SHEET# 28 BID ALTERNATE: INTERLOCKING PA VERS ON GRADE (60MM PA VERS), TO BE BORAL PAYERS 4X8 PAYERS, COLOR: TO BE SELECTED, PATTERN: RADIAL -REFER TO DETAIL 0, SHEETI 28 ffi 12' INTEGRAL COLOR CONCRETE BAND !SAW CUT JOINTS), TO BE DAVIS "SANDSTONE. WITH MEDIUM SANDBLAST FINISH - REFER TO DETAILS D & G, SHEETI 28 BID ALTERNATE: NATURAL GRAY CONCRETE BAND ISAW CUT JOINTS), WITH HEAVY SANDBLAST FINISH - IIEFER TO DETAILS D & C, BHEETI 28 (!] VEHICULAR INTERLOCKING PAVERS ON GRADE AT STREET CROSSING 180MM PA VERSJ, TO BE ACKERS TONE 6X12 PAYERS, COLOR: TO BE SELECTED BY LANDSCAPE ARCHITECT, PATTERN: HERRINGBONE -REFER TO DETAIL D, SHEETI 28 . BID ALTERNATE: INTERLOCKING PAYERS ON GRADE l60MM PAYERS), TO IE BORAL PAYERS 4X8 PAYERS, COLOR: TO BE SELECTED, PATTERN: HERRINGBONE -REFER TO DETAIL D, SHEET I 28 (!I GEOBLOCK TURF BLOCK -REFER TO DETAIL A, SHEETI 28 BID Al TERNATE: ACKER-STONE TURFBLOCK OR EQUAL (g TILE PAVER ON CONCRETE BASE -TiLE PAVER TO MATCH ARCHITECTURE li! THiN ID TILE PA VER ON STRUCTURAL SLAB -REFER TO ARCHlTECT 'S PLANS FOR DETAILS, SPECIFJCA TIONS & WATER-PROOFING INFORMATION NOTE: LICENSE REVIEWED BY: "AS BUil T" .. EXP. I -I I I I • • (P•),:;°'C?f DATE: - ' ' =="'-•M!Cm-si¼:m. URBAN AREN~ 3195 Red Hill Avenue -Loft F Costa Me,a, Calllornlo 92626 T. 714.754.4500 F. 714.754.4545 Orange County -San Diego • Merced L I C E CALIFORNIA CALIFORNIA ARIZONA UTAH NEVADA ACAD FILE: JOB NO.: SCALE: DATE: BID DATE: C L I N s E s #4192 t539 #3905 t32522 #379520-5301 L2.10ConPlan.dwg ' E 06-009 I"= 10'-{l" 05-10-07 N T TCR Tnmun .. n Crow R.mdem:b:d 949 SOUTH COAST DRIVE# 400 COSTA MESA, CA. 92626 T: (714) 966-9355 F: (714) 966-9355 p R 0 J E C T ·lUWnTfR ROSSING CARLSBAD. CALIFORNIA S H E ET T I T L E APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. AS-BUILT CONSTRUCTION PL/l .. N ~RE_vi_s_1o_N,..s_MU_s_T_BrE.A_PPR_o_veo_e_Y_P_us_L1_c_HEAL __ T_H_EN_GINEE __ R._A_s_sT_._PLANN1N ___ G_D1RE __ cT_o,..R_A_ND_D1S-.-m_1_cT_EN.,G_INE_._eR_-1 I eue11ET 11 11 •~0Ts I • PRIOR TO IMPLEMENTATION IN FIELD. -v= CITY OF CARLSBAD PLANNING DEPARTMENT ~==--====================='--'===~ LANDSCAPE PLANS FOR: BLUWA TER CROSSING I---+--!'":"-------------+---+---+--+-~ I APPROVED, ~11 _ at...ri\: te-,., -.ct . k~G DA~ 1-~•,----+c---J-~-----•----------•-• +---+---l------Jf--•----1 ~======~="'=======:-r;:::..=-=-=-=-=-=-=--=-=-=-=--=; DATE IIJTIAL DA TE IIJTIAL DATE IIITIAL DYm BY: PROJECT NO. ORA WING NO. CHKD BY: RVWD BY: CT04-11 442-4L ENGINEER OF WO REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ) ~ ; "' w ~ ~ 0 ~ g u u < I u i 0 u ~ < :, !i' ! "' ! It' < u ~ :'5 ~ ti I . .0 I I t I t ' i a; I I i j I I I] i ~ i i I); I ~ f,) ; "' •W ~ ~ ~ < °' ~ i 0 z < ~ ~ .,, ~ ~ w ~ ~ 0 ; ~ !f < w !3 ~ ~ EE'. CONSTRUCTION NOTES (j) CONCRETE STEPS W/ MEDIUM SAND BLAST -REFER TO DETAIL I, SHEETI 27 © 6" WIDE NATURAL GRAY CONCRETE MOW STRIP WITH BROOM FINISH • REFER TO DETAIL D, IHEETI 27 (D 30" HIGH STUCCO PLANTER WALL ON PODIUM-STUCCO COLOR & FINISH TO MATCH ARCHITECTURE -REFER TO DETAIL C, SHEET# 29 BID AL TERNA TE: 30" HIGH BURNISHED BLOCK PLANTER- © 30" HIGH STUCCO BLOCK PLANTER WALL ON PODIUM (STEP WALL 1 COURSE @ AT RAMP CONDITION) STUCCO COLOR & FINISH TO MATCH ARCHITECTURE-REFER TO DETAIL C, SHEETI 29 • BID AL TERNA TE: 30" HIGH BURRlSHED BLOCK @ 30" HIGH STUCCO BLOCK PLANTER WALL ON GRADE-STUCCO COLOR & FINISH TO MATCH ARCHITECTURE • REFER TO DETAIL C, SHEET# 29 11D ALTERNATE· 30" HIGH BURNISHED BLOCK PLANTER WALL ON QRADE (D TUBULAR STEEL COURTYARD GATE -REFER TO DETAIL Ii, SHEET# 28 Q) TUBULAR STEEL COURTYARD FENCING -REFER TO DETAIL H, SHEETI 28 (!) PODIUM COURTYARD PILASTER TO BE CMU BLOCK W/ STUCCO BLOCK 11. PRECAST CONC. . ~ CAP -STUCCO COLOR & FINISH TO MATCH ARCHITECTURE • REFER TO 0ET AIL J, SHEET# 28 BJO ALTEl!NATE: BURNISHED BLOCK W/ PRECAST CONCRETE CAP (!;) TUBULAR STEEL HANDRAILS (AT STEPS CONDITION) • REFER TO DETAIL G, SHEET# 27 @ T.S. GUARDRAILS ATOP CML·s RETAINING WALL -REFER TO DETAIL E, SHEETI 27 @ HIGH BLOCK WALL (AT DAY-CAR.El -REFER TO DETAIL B, SHEET# 28 @ HIGH BLOCK PILASTER (AT DAY-CARE) • REFER TO DETAIL H, SHEETI 27 @ TUBULAR STEEL EMERGENCY VEHICULAR ACCESS GATE IAT DAY-CAREi • REFER TO DETAIL F, SHEETI 27 · · . ® PLAZA FOUNTAIN -REFER TO DET All G, SHEEH 30 @PRECAST FOUNTAIN I@ BLDG ... 3,4,5) -TO BE TREVl'S BLOCK WITH BALL FOUNTAIN -MODEL I BLKF-BALL -COLOR TO BE SELECTED • AVAILABLE FROM: TREVI MANUFACTURING 1702) 564.3030 @ GLASS GUARDRAIL ATOP LOW BLOCK -REFER TO DETAIL B, SHEET L2.24 @ PRECAST FOUNTAIN I@ BLOG ... 10,11,12,13) TO BE TREVl'S VORTEX WITH BALL· MODEL I VTXR-BALL • COLOR TO BE SELECTED • AVAILABLE FROM: TREVI MANUFACTURING 1702) 564.3030 @ FIRE PIT -REFER TO DETAIL E, SHEET# 28 @ TUBULAR STEEL OVERHEAD TRELLIS WITH STRING LIGHTS -REFER TO DETAIL 8, SHEETI 2.9 ® TUBULAR STEEL OVERHEAD TRELLIS WITH CABLE WIRE • llfFER TO DETAIL A, SHEETI 29 @ FREESTANDING CLUSTER MAILBOX @ POST TOP LIGHT • REFER TO LIGHTING PLANS PREPARED BY OTHERS @ TRASH ENCLOSURE -REFER TO ARCHITECT'S PLANS @ RETAINING WALL l PILASTERS -REFER TO CIVIL 'S PLANS • -· RETAINING WALL & PILASTER TO HA VE STUCCO FINISH TO MATCH ARCHITECTURE & CONCRETE CAP -COLOR TO BE SELECTED PILASTER BJQ ALTERNATE: BURNISHED BLOCK PILASTER WITH CONCRETE CAP 14+00 UTILITY E SEMENT ® 30" HIGH CUSTOM PRECAST CONCRETE PLANTER AVAILABLE FROM QUICKCRETE, PHONE; 951-737-6240 -MODEL f CALIFORNIA ,x7-INTEGRAL COLOR CONCRETE TO BE ADOBE WITH ACID ETCH FINISH • ALLOW 8 WEEKS LEAD TIME FOR DELIVERY • POT TO HA VE PLANTER TECHNOLOGY CUSTOM SELF IRmGATI0N LINER -AVAILABLE FROM PLANTER TECHNOLOGY - PHONE: 951-737-6240 (OR EQUAL) ALLOW 6 WEEKS LEAD TIME FOR DELIVERY @ PRECAST CONCRETE POT TO BE QIJICKCRETE CALIFORNIA SQUARE PLANTER-MODEL f OS-CAL3030P WITH ACID ETCH • COLOR TO BE ADOBE • ALLOW MIN. 6 WEEKS LEAD TIME FOR DELIVERY -PLANTER TO HAYE SELF IRRIGATION LINER AVAILABLE FROM PLANTER TECHNOLOGY • PHONE: 951-737-6240 (OR EQUAL) @ CORNER MONUMENT SIGN • BY OTHERS @ TUBULAR smL GUARD RAILS ATOP LOW BLOCK -REFER TO DETAIL D, SHEET I 30 @ SPLIT FACE BLOCK MAIL BOX KIOSK AT ENTRY -REFER TO DETAIL A, SHEETI 30 @ PRECAST ROUND PLANTER POT @ TUBULAR STEEL HANDRAILS IAT RAMP C0IIDITIONJ -REFER TO DETAIL F, SHEETl 30 ® POURED-IN-PLACE NATURAL GRAY CONCRETE BET AlNJNG CHEEK WALL IA T RAMP CONDITION) • REFER TO DETAIL F, SHEETI 30 ® BIKE RACK TO BE COLUMBIA .CASCADE BOLlARD CYCLO0PS, MODEL# C-2172, WITH BLACK POWDER COAT -AVAILABLE FROM PACIFIC SITE COMPLEMENTS, INC. 1949.496.8057) • Al.LOW 4 TO 6 WEEKS LEAD TIME FOll DELIVERY. IRSTALl PER MANUFACTURE'$ RECOMMENDATIONS ® LOW STUCCO SEAT WALL (AT RAMP CONDITION) • REFER TO DETAIL F, SHEETI 28 @ PLANTER WALL (ON GRADE) -REFER TO DETAIL D, SHEEtl 31 <:!J BIKE LOCKER TO BE COLUMBIA CASCADE CYCL0CKER, MODELI 2176-2-C W/ POWDER-COATED FINISH • AVAILABLE FROM PACIFIC SITE COMPLEMENTS, INC. 1949.496.8057) ALLOW 4 TO 6 WEEKS LEAD TIME FOR DELIVERY. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. ® SOHO LOUNGE FURNITURE SET ITYPI: (4) CHAIRS • MODEL 1928390, 141 CUSHIONS -MODEL 1935007, (1} SOHO COFFEE TABLE -MODEL 1928424 OR APPROVED EQUAL. AVAILABLE FROM SMITH & HAWKEN, 800.423.0117 • ALLOW 4 TO 6 WEEKS LEAD TIME FOR DELIVERY @ NEWCASTLE BENCH ITYP.I -MODEL fB69719 OR APPROVED EQUAL. AVAILABLE FROM SMITH & HAWKEN, 800.423.0117 • ALLOW 4 TO 6 WEEKS LEAD TIME FOR DELIVERY @ SOHO DINING SET ITYP.) . (4) CHAIRS -MODEL 1858985, 11) TABLE -MODEL 1858993, 111 g' OCTAGON UMBRELLA • MODEL 1836098 (COLOR T.B.S.l, In ALUMINUM UMBRELLA BASE • MODEL #823617 (COLOR T.B.S.l OR APPROVED EQUAL. AVAILABLE FROM SMITH & HAWKEN, 800.423.0117 -ALLOW 4 TO 6 WEEKS LEAD TIME FOR DELIVERY @ BOLLARD • REFER TO CIVIL ENGINEER ·s PLAN @ CLOCK TOWER FEATURE &. SEATWALL SASE BY OTHERS ® BOLLARD LIGHT • REFER TO LIGHTING ENGINEER ·s PLANS ® TRANSFORMER ACCESS GATE • REFER TO DETAIL E, SHEETI 31 @ PRECAST CONCRETE PLANTER AVAILABLE FROM QUICKCRETE, PH0N.E: 951-737-6240 -MODEL I (CASCADE QR-CE4836PI-INTEGRAL COLOR CONCRETE TO BE ADOBE WITH ACID ETCH FINISH • ALLOW 8 WEEKS LEAD TIME FOR DELIVERY -POT TO HA VE PLANTER TECHNOLOGY SELF IRRIGATION LINER OR EQUAL CONSTRUCTION LEGEND ALIGN ,r., C.J. EQ. P.A. R It CONSTRUCTION JOINT ITYP.I, SEE DETAIL A, B, C, SHEET L2.21 EQUAL PLANTING AREA RADIUS CENTERLINE - ,0 20 II II -----1 - PAVING LEGEND I!) NATURAL GRAY CONCRETE ON GRADE !TOOLED JOINTS) WITH BROOM FINISH • REFER TO DETAILS A AND C, SHEET# 27 [!) INTEGRAL COLOR CONCRETE PAVING/TOPPING SLAB ON STRUCTURE (SAW CUT JOINTS), TO BE DA VIS 'SANDSTONE' WITH LIGHT ACID WASH FINISH • REFER TO DETAIL C, SHEET# 28 -- @) INTEGRAL COLOR CONCRETE PAVING/TOPPING SLAB ON STRUCTURE (SAW CUT JOINTS) TO BE DAVIS "SANDSTONE" WITH HEAVY SANDBLAST FINISH -REFER TO DETAIL 8, SHEETI 28 @I INTEGRAL COLOR CONCRETE PAVING ON G~;\0E !SAW CUT JOINTS), TO BE DAVIS "SANDSTONE· WITH LIGHT SANDBLAST FINISH -REFER TO DETAILS A&B, SHEET# 27 (!] PEDESTRIAN INTERLOCKING PAYERS (60MM PAYERS! ON STRUCTURE IAT g;NTRAL PLAlAl, TO IE ACKERSTONE IX12 PAYERS, COLOR: 11£!) -TAN • CHA.~C0AL, PATTERN: HERRINGBONE -REFER TO DETAILS G AND ~ IHEET L2.22. BID ALTERNATE: INTERLOCKING PA VERS (GOMM PA VERS) ON STRUCTURE (AT CENTRAL PLAZA), TO BE B0RAL PAYERS 4X8 PAYERS, COLOR: KEY WEST, PATTERN: HERRINGBONE • REFER TO DETAILS G AND L SHEETI 28 I!) PEDESTRIAN INTERLOCKING PAYERS (601111. PAYERS) ON STRUCTURE IAT CORRIDOR ENTRY), TO BE ACKERST0NE 6X12 PAYERS, COLOR: RED -TAN - CHARCOAL, PATTERN: IIERRINGB0NE -REFER TO DETAIL G AIID I, SHTI 28. am ALTERNATE: INTERLOCKING PAYERS l60MM PAYERS) ON STRUCTURE CAT C0RRJD0R ENTRY), TO BE 80RAL PAYERS 4X8 PAYERS, COLOR: TO BE SELECTED, PATTERN: HERRINGBONE • REFE.R TO DETAILS G AND L SHEET# 28 I!) PEDESTRIAN INTERLOCKING PAVER$ (60MM PAYERS) ON GRADE IAT DAYCARE), TO BE. ACKERST0NE 6X12 PAYERS, COLOR: RED -TAN - CHARCOAL, PATTERN: HERRINGBONE • REFER TO DETAIL D, SHEET I 28 IID ALTERNATE: INTERLOCKING PAYERS l60MM PAYERS) ON GRADE IAT DAYCARE), TO BE B0RAL PAYERS 4XB PAYERS, COLOR: KEY WEST, PATTERN: HERRINGBONE -REFER TO DETAIL D, SHEET# 28 ,, 1 II II j 15+00 {!] VEHICULAR INTERLOCKING PAYERS ON GRADE AT STREET CIRCLE ISLAND CB0MM PAYERS), TO BE ACKERST0NE 6X12 PAYERS, COLOR: RED -TAN • CHARCOAL, PATTERN: RADIAL • REFER TO DETAIL D, SHEET# 28 IID ALTERNATE: INTERLOCKING PAYERS ON GRADE (60MM PAYERS), TO IE B0RAL PAYERS 4X8 PAYERS, COLOR: TO BE SELECTED, PATTERN: RADIAL • REFER TO DET All D, SHEETI 28 Cl] 12" INTEGRAL COLOR CONCRETE BAND (SAW CUT JOINTS), TO BE DAVIS "SANDSTONE, WITH MEDIUM SANDBLAST FINISH • REFER TO DETAILS D & G, SHEETI 28 BID ALTERNATE: NATURAL GRAY CONCRETE BAND ISAW CUT JOINTS), WITH HEAVY SANDBLAST FINISH • REFER TO DETAILS D & G, SHEETI 28 [ZJ VEHICULAR INTERLOCKING P4VERS ON QRAD~ AT STREET CROSSING 1801111. PAYERS), TO BE ACKERST0NE 6X12 PAYERS, COLOR: TO BE &ELECTED BY LANDSCAPE ARCHITECT, PATTERN: HERRINGBONE • REFER JO DETAIL D, SHEET I 28 flD ALTERNATE: INTERLOCKING PA VERS ON GRADE l60MM PA VERSJ, TO IE ~ORAL PAYERS 4X8 PAYERS, COLOR: TO BE SELECTED PATTERN: HERRINGBONE • REFER TO Dfl AIL D, SHEET# 28 ' (!I GEOBLOCK TURF BLOCK -REFER TO DETAIL A, SHEETf 28 am AL TERNA TE: ACKER-STONE TURFBLOCK OR EQUAL (D TILE PAVER ON CONCRETE BASE • TILE PA VER TO MATCH ARCHITECTURE / / / l!J THlN SET TILE PAVER ON STRUCTURAL SLAB -REFER TO ARCHITECT'S PLANS FOR OET AILS, SPECIFICATIONS & WATER-PROOFING JNFORMA TION NOTE: I I ■ ~~ I Cl) ----1-, __ ___.1Jtl -Cl) ,/// "AS BUILT" /.'' ofi3d/"7 '//./~--- S\<lNATURE • 1-tf:2-b'~Ltl> LICENSE EXP. REVIEWED BY: n;k' cr-~t-A: le-"2· ., INSPECT0 DATE: URBAN AREN~ 3195 Red Hill Avenue -loft F co,to Muo, CQl!farnlo 92~2~ T. 714.754.4500 F. 714.754.4545 Orange County -San Diego • Merced L I C E CALlfORNlA CALIFORNIA ARIZONA UTAH . NEVADA ACAD FILE: JOB NO.: SCALE: DATE: BID DATE: C L I N s E s #4192 ,s39 #3905 1132522 11379520-5301 L2. I0ConPlan.dwg 06-009 1" = 10'-0" 05-10-07 E N T TCR 949 SOUTH COAST DRIVE # 400 COST A MESA, CA. 92626 T: (714) 966-9355 F: (714) 966-9355 p R 0 J E C T lUVvATfR / ROSSING . CARLSBAD. CALIFORNIA S H E ET T I T L E APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER ASST. PLANNING DIRECTOR ANO DISTRICT ENGINEER ~ ~ PRIOR TO IMPLEMENTATION IN FIELD. • CITY OF CARLSBAD r--r--,-"l\--'-"=.:_--~------.----.----.--r--1 2 o PLANNING DEPARTMENT ~L==A~ND~s==c=AP~E=P=LA=N=S=F=OR=, ================::'...'::====::::: pi -==4 ;~ --,,.\"~,,,-~ ,, BLUWATER CROSSING ;·,-·-~~) ~~ . , 2 ~8w~cn~@ ao t===~==~~~====================t==j===±===t==J I APPROVED: r,,_;.,{_f 4-, E:U. .... 1: ~ l'i":efl\ I . ic:ANNIN'G OATE t-;.;;;:-t;~~r'-"-----~~-------k-+---+--+-~.J ~~-=-=-=-=-=-=-=-=-=~"".===========:-;:..=-=-=-=-=-=-=-=-=-= DA TE INITIAL DA TE INITIAL DA TE INITIAL DWN BY: PROJECT NO. REVISION DESCRIPTION oTHE 0 cRvwoHKo BBvY:. cr,o· 4_11 R APPR VAL CITY APPROVAL ENGINEER OF WO DRAWING NO. ,42-4l ) I I I Q) CONCRETE STEPS W/ MEDIUM SAND BLAST • REFER TO DETAIL I, SHEET# 27 © 6" WIDE NA TUR AL GRAY CONCRETE MOW STRIP WITH BROOM FINISH • REFER TO DETAIL D, SHEET# 27 © 30" HIGH STUCCO PLANTER WALL ON PODIUM-STUCCO COLOR & FINISH TO MATCH ARCHITECTURE • REFER TO DETAIL C, SHEEH 29 811) AL TERNA TE: 30" HIGH BURNISHED BLOCK PLANTER- © 30" HIGH STUCCO BLOCK PLANTER WALL ON PODIUM ISTEP WALL 1 COURSE @ AT RAMP CONDmONJ STUCCO COLOR & FINISH TO MATCH ARCHITECTURE-REFER TO DETAIL C, SIITTTI 29 • 810 AL TERNA TE: 30" HIGH BURNISHED BLOCK <D 30" HIGH STlJCCO BLOCK PLANTER WALL ON GRADE-STUCCO COLOR & FINlSH TO MATCH ARCHITECTURE • REFER TO DETAIL C, SHEET# 29 810 AL TERNA TE: 30" HIGH BURNISHED BLOCK PLANTER WALL ON GRADE © TUBULAR STEEL COURTYARD GATE • REFER TO DETAIL H, SHEET# 28 (D TUBULAR STEEL COURTYARD FENClflG -REm TO DETAIL H, SHEETI 28 © PODIUM COURTYARD PILASTER TO BE CMU BLOCK W/ STUCCO BLOCK & PRECAST CONC, . CAP • STUCCO COLOR & FINISH TO MATCH ARCHITECTURE • REFER TO DETAIL J, SHEET# 28 81D ALTERNATE: BURNISHED BLOCK W/ PRfCAST CONCRETE CAP @ TUBULAR $TEEL HANDRAILS (AT STEPS CONDITION) • REFER TO DETAIL G, SHEEH 27 ® T.S. GUARDRAILS ATOP CIVTL '$ RETAINING WALL • REFER TO DETAIL E, SHEET# 27 (iD HIGH BLOCK WALL JAT DAY-CARE) -REFER TO OETAI~ B, SHEET# 28 @ HIGH BLOCK PILASTER (AT DAY-CARE) -REFER TO DETAIL H, SHEEH 27 @ TUBULAR STEEL EMERGENCY VEHICULAR ACCESS GATE IAT DAY-CARE) • REFER TO DETAIL F, SHEEH 27 . · . . @ PLAZA FOUNTAIN -REFER TO DETAIL G, SHEETI 30 @ PRE CAST FOUNTAIN (@ BLDG ... 3,4,5) • TO BE TREVl'S BLOCK WITH BALL FOUNTAIN • MODEL f BLKF-BALL -COLOR TO BE SELECTED -AVAILABLE FROM: TREV! MANUFACTURING (702) 564,3030 @ GLASS GUARDRAIL ATOP LOW BLOCK • REFER TO DETAIL B, SHEET L2.24 @ PRECAST FOUNTAIN I@ BLDG ... 10,11,12,13) TO BE TREVl'S VORTEX WITH BALL • MODEL I VTXR-BALL • COLOR TO BE SELECTED -AVAILABLE FROM: TREV! MANUFACTURING 1702) 564.3030 @ FIRE PIT -IIEFER TO OETArL E, SHEETI 28 <!) TUBULAR STEEL OVERHEAD TRELLIS WITH STRING LIGHTS -REFER TO DETAIL B, SHEETI 29 @ TUBULAR STEEL OVERHEAD TRELLIS WITH CABLE WIRE • REFER TO DETAIL A, SHEET# 29 ® FREESTANDING CLUSTER MAILBOX ® POST TOP LIGHT • REFER TO LIGHTING PLANS PREPARED BY OTHERS ® TRASH ENCLOSURE -REFER TO ARCHITECT'S PLANS @ RETAINING WALL & PILASTERS • REFER TO CML ·s PLANS • IIETAINING WALL & PILASTER TO HA VE STUCCO FINlSH TO MATCH ARCHITECTURE & CONCRETE CAP • COLOR TO BE SELECTED PILASTER BID AL TERNA TE: BURNISHED BLOCK PILASTER WITH CONCRETE CAP 11+00 --1 @ 30" HIGH CUSTOM PRECAST CONCRETE PLANTER AVAILABLE FROM QUICKCRETE, PHONE: · 851-737-6240 -MODEL I CALIFORNIA 4X7-INTEGRAL COLOR CONCRHE TO BE ADOBE WITH ACID ETCH FINISH -ALLOW 8 WEEKS LEAD TIME FOR DELIVERY • POT TO HAVE PLANTER TECHNOLOGY CUSTOM SELF IRRIGATION LINER -AVAILABLE FROM PLANTER TECHNOLOGY • PHONE: 951-737-6240 IOR EQUAL! ALLOW 6 WEEKS LEAD TIME FOR DELIVERY @ PRECAST CONCRETE POT TO BE QUICKCRETE CALIFORNIA SQUARE PLANTER-MODEL f OS-CAL3030P WITH ACID ETCH -COLOR TO BE ADOBE -ALLOW MIN. 6 WEEKS LEAD TIME FOR DELIVERY -PLANTER TO HAVE SELF IRRIGATION LINER AVAILABLE FROM PLANTER TECHNOLOGY • PHONE: 951-737-6240 IOR EQUAL! @ CORNER MONUMENT SIGN -BY OTHERS @ TUBULAR STEEL GUARD RAILS ATOP LOW BLOCK -REFER TO DETAIL D, SHEET# 30 @ SPLIT FACE BLOCK MAIL BOX KIOSK AT ENTRY. REFER TO DETAIL A, SHEETI 30 @ PRECAST ROUND PLANTER POT @ TUBULAR STEEL HANDRAILS IAT RAMP CONDITION) • REFER TO DETAIL F, SHEET# 30 ® POURED-m-PLACE NATURAL GRAY CONCRETE RETAINlllG CHEEK WALL IAT RAMP CONDITION) -• REFER TO DETAIL F, SHEET# 30 @ BIKE RACK TO IIE COLUMBIA CASCADE BOLLARD CYCLOOPS, MODEL# C-2172, WITH BLACK POWDER COAT -AVAILABLE FROM PACIFIC SITE COMPLEMENTS, INC, (949.496.8057I -ALLOW C TO 6 WEEKS LEAD TIME FOR DELIVERY. INSTALL PER MANUFACTURE'$ RECOMMENDATIONS @ LOW STlJCCO SEAT WALL (AT RAMP CONDmON! • REFER TO DETAIL F, SHEET I 28 @ PLANTER WALL ION GRADE) -REFER TO DETAIL D, SHEETI 31 @ BIKE LOCKER TO BE COLUMBIA CASCADE CYCLOCKER, MODEL# 2176-2-C W/ POWDER-COATED . FINISH -AVAILABLE FROM PACIFIC SITE COMPLEMENTS, me. 1949.496.8057) ALLOW 4 TO 6 WEEKS LEAD TIME FOR DELIVERY. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. @ SOHO LOUNGE FURNITURE $ET (TYPJ: 14) CHAIRS • MODEL 1928390, 14) CUSHIONS -1!10DEL 1935007, 11) SOHO COFFEE TABLE -MODEL 1928424 OR APPROVED EQUAL AVAILABLE FROM SMITH & HAWKEN, 800.423.0117 • ALLOW 4 TO e Wl:EK8 LEAD TIME FOR DELIVERY @ NEWCASTLE BENCH (TYPJ • MODEL 1869719 OR APPROVED EQUAL AVAILABLE FROM SMITH l HAWKEN, 800.423.0117 • ALLOW 4 TO 6 WEEKS LEAD TIME FOR DELIVERY @ SOHO DINING SET ITYP.J . 141 CHAIRS -MODEL 1858985, 111 TABLE -MODEL 1858993, 111 9 • OCTAGON UMBRELLA -MODEL 1836098 (COLOR T.B.S.J, 111 ALUMINUM UMBRELLA BASE • MODEL 1823617 !COLOR T.8.$.) OR APPROVED EQUAL. AVAILABLE FROM SMITH & HAWKEN, 100.423.0117 -ALLOW 4 TO 6 WEEKS LEAD TIME FOR DELIVERY ® BOLLARD -REFER TO CIVIL ENGINEER'S PLAN @ CLOCK TOWER FEATURE & SEATWALL BASE BY OTHERS @ BOLLARD LIGHT -REFER TO LIGHTING ENGINEER ·s PLANS ® TRANSFORMER ACCESS GATE • REFER TO DETAIL E, SHEET# 31 @ PRECAST CONCRETE PLANTER AVAILABLE FROM QUJCKCRETE, PHONE: 951-737-6240 -MODEL f !CASCADE QR-CE4836Pl-INTEGRAL COLOR CONCRETE TO BE ADOBE WITH ACID ETCH FINISH -ALLOW 8 WEEKS LEAD TIME FOR DELIVERY -POT TO HAVE PLANTER TECHNOLOGY SELF IRRIGATION LINER OR EQUAL CONSTRUCTION LEGEND r.. C.J. EQ. P.A. R q_ ALIGN C011$TRVCTION JOINT ITYP.J, SEE DETAIL A, 8, C, SHEET L2.21 EQUAL ~~:;-:G AREA • rs:=-.., ,,:1 CENTERLINE O 5 10 PAVING LEGEND (!) NATURAL GRAY CONCRETE ON GRADE (TOOLED JOINTSI WITH BROOM FINISH -REFER TO DETAILS A ANO C, SHEEH 27 [!) INTEGRAL COLOR CONCRETE PAVING/TOPPING SLAB ON STRUCTURE !SAW CUT JOINTS), TO BE DA VIS 'SANDSTONE· WITH LIGHT ACID WASH FINISH • REFER TO DETAIL C, SHEETI 28 m) INTEGRAL COLOR CONCRETE PAVING/TOPPING SLAB ON STRUCTURE (SAW CUT JOINTS! TO BE DAVIS "SANDSTONE' WITH HEAVY SANDBLAST FINISH -REFER TO DETAIL B, SMEETI 28 00 l!I (!I INTEGRAL COLOR CONCRETE PAVING ON GRADE (SAW CUT JOINTSI, TO IE DA VIS "SANDSTONE· WITH LIGHT SANDBLAST FINISH • REFER TO DETAILS A&B, SHEET# 27 PEDESTlllAN INTERLOCl(]NG PAYERS 160MM PAVER$! ON STRUCTIJ8E. IAT CEIITRAL PLAZA). TO Bf ACKERSTONE 6X12 PAVER$, COLOR: RED -TAN • CHARCOAL, PATTERN: M_ERRINGBON_f • REFER TO DETAIi.$ G AND l 8IIEET L2.Z2. 11D ALTERNATE: IIITERI.OCKING PAVER$ 160MY PAYERS) Oji STRUCTURE (AT CENTRAL PLAZA). TO BE BORAL PA VERS 4X8 PAVl:RS, COLOR: KEY WEST, PATTERN: HERRINGBONE -REFER TO OE!AJLS G '-NO l SHEET# 28 PEDESTRIAN INTERLOCKING PAYERS 16011¥ PAVER$) ON STRUCTURE (AT CORRIDOR ENTRY}, TO BE ACKERSTONE 6X12 PAYERS, COLOR: RED -TAN • CHARCOAL, PATTERN: HERRINGBONE -REFER TO DETAIL G AND I, SHTI 28. 11!> ALTERNATE; mTERLOCKING PA VERS {60MM PA VERS) ON STRUCTURE IAT CORRIDOR ENTRY}, TO BE BORAL PAVER$ 4X~ PAYERS, COLOR: TO BE SELECTED, PAtTERN: HE.RRJNGBONE. REFER TO DETAIi.$ G AND l SHEETI 28 PEDESTRIAN INTERLOCKING PAVER$ l60MM PAVER$) ON GRADE IAT DAYCARE), TO BE ACKERSTONE 6X12 PAVER$, COLOR: RED -TAN - CHARCOAL, PATTERN: HERRINGBONE • IIEFER TO DETAIL D, SHEETI 28 BID ALTERNATE: INTERLOCKING PAYERS l60MM PAVER$) ON GRADE IAT DAYCARE), TO BE BORAL PAYERS 4X8 PAVERS, COLOR: KEY WEST, PATTERN: HERRINGBONE -REFER TO DETAIL D, SHEETI 28 1-1-1 (!l VEHICULAR INTERLOCKING PAYERS ON GRADE AT STREET CIRCLE ISLAND (80M.M PAVER$), TO BE '-CKERSTONE 6X12 PAYERS, COLOR: RED -TAN - CHARCOAL, PATTERN: RADIAL -REFER TO DETAIL D, SHEETI 28 [iJ BID ALTERNATE: INTERLOCKING PA VERS ON GRADE l60MM PA VERSJ, TO IIE BORAL PAVER$ 4X8 PAYERS, COLOR: TO BE SELECTED, PATTERN: RADIAL. • REFER TO DETAIL D, SHEETI 28 12' INTEGRAL COLOR CONCRETE BAND (SAW CUT JOINTS), TO BE DAVIS 'SANDSTONE' WITH MEDIUM SANDBLAST FINISH • REFER TO DETAILS D & G, SHEET# 28 11D ALTERNATE: NATURAL GRAY CONCRETE BAND ISAW CUT JOINTS), WITH HEAVY SANDBLAST FINISH - aErn TO DETAILS D & G, SHEETf 28 ~HICULAR INTERLOCKING PA VERS ON GRADE AT STREET CROSSING {80M_M PAVERS1 TO BE ACKERSTONE 6X12 PAYERS, COLOR: TO BE mECTED BY LANDSCAPE ARCHITECT, PATTERN: HERRINJ;BONE • REFER to DETAIL D, SHEETI 28 11D ALTERNATE· INTERLOCKING PAYERS ON GRADE (60MM PAVERSI, TO IE BORAL PAYERS 4X8 PAYERS, COLOR: TO BE SELECTED, PATTERN: ttERRINGBONE • IEFER TO DETAIL D, SHEETI 28 I!) GEOBLOCK TURF BLOCK -REFER TO DETAIL A, SHEET# 28 BID ALTERNATE; ACKER-STONE TURFBLOCK OR EQUAL (!J TILE PA VER ON CONCRETE BASE • TD.E PA VER TO MATCH ARCHITECTURE (!] THIN SET TILE PA VER ON STRUCTURAL SLAB • REFER TO ARCHITECT ·s PLANS FOR DETAILS, SPECIFICATIONS & WATER-PROOFING INFORMATION NOTE: cm SI LICENSE REVIEWED BY: INSPECTOR \ -t--~----·-- -~ I u, ; IIIIE I L I I ' "AS BUILT" ... EXP. DATE: ~/t" a.;.,:, . ., DATE: URBAN AREN~ 3195 Red HIil Avenue· Loft F Costa Mesa. California 92626 T. 714.754.4500 F. 714.754.4545 Orange County • San Diego • Merced L I C E CALIFORNIA CALIFORNIA ARIZONA UTAH NEVADA ACAD ALE: JOB NO.: SCALE: DATE: BID DATE: C L I N s E s #4192 1539 13905 #32522 #379520-5301 L2. IOConPlan.dwg 06-009 I" = I0'--0'' 05-10-07 E N T TCR 949 SOUTH COAST DRIVE # 400 COSTA MESA. CA. 92626 T : [7141 966-9355 F: (714) 966-9355 p R 0 J E C T "lUWRTfR ROSSING CARLSBAD. CALIFORNIA S H E ET T I T L E APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. AS-BUILT CONSTRUCTION PLAN t _RE_Vl_s,_oNTS_M_u_s~T-BrEA~_R_o_v_m_eY_-_L1_c_~_AL_T_H~E-N_G-__ R,_A_s_s_T._~_A ___ G_D_~_._c~TOTR_A_~_o_1s_T_m_c_T_~-~~-41SHE13ETIL _____________ ~m PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE PLANS FOR: BLUWATER CROSSING a---r---f;:"'-------------t---+----+---+----------1 I APPROVED: (J .. ,::t!<=r-EIIA Le-Iii'-.; . "°'NNING tiAw-+ t--;:D-,-AT;;;E:---;1-;;IN;c.l::Tlc;-Ac-L--t'"~-----------------t'-:D:-:A-=T::::E----t-::INc:clT=IA-:-L----t-ccD-ATE-+-III-T~IA~L-1 ~D~WN~~BY~,===~'.,"';'"="=~R~O~JE~C~T~N~o.==;-r=-=-=:,.DR;.~A.;WIN~.;,G.;.;.:N-0~.=-= CHKD BY: RVWD BY: CT04-11 '42-4L ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL /. ) I I ~ 'W I I u ti ~ 0 u ~ < ~ ~ ~ "' ~ < ~ e :s ~ ' . ·t; ~J I I tl I !; ~ t z; I I i1 i tl t I I 'i ~ I i fl; . ::t ; ·~ -ii (2 I I lil •1 I,,) t·/ ffi I ' I II! ! :j < :,: ~ ~ 0 l,i1 < I ~ ~ ~ < 15' w ~ ~ 0 ; ~ ~ ~ < w ~ ~ I I 0 - [[I , . '1 "AS BUILT" / j ../ I""-... SIGNATURE I I I .I I I ~ I ,.;;.~.-;~ -,,.,, .......,. T ... -' 1 : '//?J~/11 DATE: 419~ ,1~611~ LICENSE EXP. REVIEWED BY: 11.; k ( Gr~ EJ,~.et ie,.i,-:.-~ INSPECTOR OATI;: MA TCHLINE -SEE SHEET 15 URBAN ARENIX 3195 Red Hill Avenue-Loft F Coste Mesa. Collfornlc 92626 1. ,u.rs,.,soo f. 11 ,.rs,.,s,s ~ ~'W1a1•1•1--!~ _!_!_, ___ •1•1•1-' B ·1a· 1 Ul _mg REFER TO SHEET# 11 FOR CONSTRUCTION AND PAVING LEGENDS ! I i I Ii ' I L N.I.C. (BY OTHERS) Ii ii ii I' II j ! II Ii I: il 11 Ii II Ii !I Ii I: ii : I Ii II Ii ii Ii I 'I I ii i: ii ii ii '' .J.L.L 11 ' II II II l! JI II Ii i! ' ,, ... R. ...•................... .. , I ' ' -----------·- I! I Ii I ' ' i"""" ·-•••• ·- NOTE: .; e----+-,-J -· ___ ,. "' \, . ,\!"""'-"'" ·-.,........ ..... ',-.i,,.l, ,,._,..,. -----\ . •r-l I' LJ ·-= ·""'""=,,;:c--.,-='-""'-l•r ~.~,: --+1-+:= ...... +1 ,'·~::::;;;:~L~=d( ,¾-}~~,--a;.. .... 9 D □ □ ! ------____ ,, ___ , ' APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. Orange County , San Diego • Merced LICENSES CALIFORNIA CALIFO~NIA ARIZONA UT~H NEVADA ACAD FILE: JOB NO.: SCALE: DATE: BID DATE: #4192 1539 13905 #32522 L2.10ConPlan.dwg 06-009 I"= 10'-0' 05-10-07 C l I E N T Trmrum,ll Crow R.,,,ldential 949 SOUTH COAST DRIVE ft 400 COSTA MESA, CA. 92626 T: (714) 966-9355 F: (714) 966-9355 PROJECT ,.,,.,....,..,...,.-_ ,,,.,., . +i;Si't:-~ .. <,'' lUViOifR ·ROSSING CARLSBAD. CALIFORNIA SHEET TITLE AS-BUILT CONSTRUCTION PLAN • PRIOR TO IMPLEMENTATION IN FlEI.D. · · "n• CITY OF CARLSBAD ~~-~_107N,s_MUS_T_B·E·A_m_o_VED_s_v_P11B_L_1c_~_A_Lr_H_E_NG1NE_E_R,_A_ss_1._PLA_NNIN~G-~-E-cr,0R_AND_~~rn-1_cT_ENG~IREER---"f ~14ETI'---------"-.;;_;_--~~ PLANNING DEPARTMENT t----+----l".'-------------+---+----+----l'-------1 LANDSCAPE PLANS FOR: BLUWATER CROSSING l----\--------1',,'-------------+---l-------1----1-----11 APPROVED: j"l~~~; ab,:t: t,o. '"t~ _ t-::D-:-:AT:=-E--tlN=IT:c-;IA:--'L -j'-'-------------+--,-DA-TE--l-lN-IT-IA-L +-D-AT-E-+-11-IT-IA----IL ~D:=:-WN-==-B:=:-Y=,--=--=--=--=...:':'.'~';:':::.=.PR:::..=o-JE::::..C::;..T=-N=o-.=-=-,::;--;::==OR=A=WIN=G =No=.~ ENGINEER OF W0R REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL = :~; CT04-11 '42-4L ) / / - I .. - / I / / / / / /2 / MA TCHLINE -SEE SHEET 14 "AS BUil T" LICENSE EXP. REVIEWED BY: ~ l!ISPECTOR ~ ie-/r.-•5 DATE: -r-=,■jFbtE-::-t-,l(E:·.-:!·-:::,,.:;,:::,-:::,,:::,.-,1·:••!1:l•·!:•:l:··0::Z•"=•·=···:;, 0 6 10 20 30 -1-- \ \ -. -~ \\'-' \ \. ' \ \ \ ,. . .-- \ .. ~-- \ ' \ ' a! ·., ',-~- CONSTRUCTION NOTES CD CONCRETE STEPS W/ MEDIUM SAND BLAST -REFER TO DETAIL I, SHEET# 27 (D 6" WIDE NATURAL GRAY CONCRETE MOW STRIP WlTH BROOM FINISH -REFER TO DETAIL D, IHEETI 27 (!) 30" HIGH STUCCO PLANTER WALL ON PODIUM-STUCCO COLOR & FINISH TO MATCH -ARCHITECTURE • REFER TO DETAIL C, SHEET# 29 llll AL TERNA TE: 30" HIGH BURNISHED BLOCK PLANTER- © 30" HIGH STUCCO BLOCK PLANTER WALL ON PODIUM (STEP WALL 1 COURSE @ AT RAMP CONDITION) STUCCO COLOR & FTNISH TO MATCH ARCHITECTURE-REFER TO DETAIL C, IHEETI 29 • 11D AL TERNA TE: 30" HIGH BURNISHED BLOCK © 30" HIGH STUCCO BLOCK PLANTER WALL ON GRADE-STUCCO COLOR & FINISH TO MATCH ARCHITECTURE -REFER TD DETAIL C, SHEET# 29 110 Al TERNATE: 30" HIGH BURNISHEO BLOCK PLANTER WALL OIi GRADE © TUBULAR STEEL COURTYARD GATE -Rl:FER TO DETAIL H, SHEETI 28 Q) TUBULAR STEEL COURTYARD FENCING -REFER TO DETAIL H, SHEETI 28 (!:) PODIUM COURTYARD PILASTER TO BE CMU BLOCK W/ STUCCO BLOCK & PRECAST CONC. CAP . STUCCO COLOR & FINISH TO MATCH ARCHITECTURE -REFER TO DETAIL J, SHEETf 28 IID ALTERNATE: BIJRIIISHED BLOCK W/ PRECAST CONCRETE CAP <!) TUBULAR STEEL HANDRAILS (AT STEPS CONDITION} • REFER TO DETAIL G, SHEETI 27 ® T.S. GUARDRAILS ATOP CML"S RETAINlNG WALL • REFER TO DETAIL E, SHEETI 27 @ HIGH BLOCK WALL (AT DAY-CARE) • REFER TO DETAIL 8, SHEETI 28 ® HIGH BLOCK PILASnR (AT DAY-CARcl • IIEFER TO DETAIL H, 8HEETI 27 ® TUBULAR STEEL El,IERQENCY VEHICULAR ACCESS GATE (AT DAY-CARE) -REFER TO DITAll F, SHEETI 27 ® PLAZA FOUNTAIN -REFER TO DETAIL G, SllEETI 30 @ PRECAST FOUNTAIN(@ BLDG ... 3,,,51 -TO BE TREVl'S BLOCK WITH BALL FOUNTAl!I. MODEL I BLICF-BALL • COLOR TO Bf SELECTED • AVAILABLE FROM: TREVt MANUFACTURING [702) &64.3030 . . @ GLASS GUARDRAIL ATOP LOW BLOCK -IIEFER TO DETAIL B, SHEET L2.24 (JD PRECAST FOUNTAIN (~ BLDG ... 10,11,12,13) TO BE TREVl"S VORTEX 'IY!1H BALL -MODEL t VTlUH!AU. • COLOR TO BE SELECTED -AVAILABLE FROM: TREVl MANUFACTURING (702) 164.3030 · @ FIRE PIT -REFER TO DETAIL E, SHEET I 28 @ TUBULAR STEEL OVERHEAD TRELLIS WITH STRING LIGHTS -REFER TO DETAIL B, SHEET# 29 @ TUBULAR STEEL OVERHEAD TRELLlS WITH CABLE WIRE • REFER TO DETAIL A. SHEETf 29 @ FREESTANDING CLUSTER MAILBOX @ POST TOP LIGHT • REFER TO LIGHTING PLANS PREPARED BY OTHERS @ TRASH ENCLOSURE • REFER TO ARCHITECT ·s PLANS @ RETAINING WALL & PILASTERS • REFER TO CML"S PLANS - ll!TAINING WALL I PlLA8TER TO HAVE ITUCCO FINISH TO MATCH ARCHITECTURE & CONCRETE CAP -COLOR TO BE SELECTED PlLASTER BID ALTERNATE: BURNISHED BLOCK PILASTER WITH CONCRETE CAP @ 30" HIGH CUSTOM PRECAST CONCRETE PLANTER AVAILABLE FROM QUICKCRETE, PHONE: 851-737-6240 • MODEL I CALIFORNIA 4X7-INTEGRAL. COLOR CONCRETE TO BE ADOBE WITH AClll ETCH FlNISH -ALLOW 8 WEEKS LEAD TIME FOR DELIVERY • POT TO HAVE PLANTER TECHNOLOGY CUSTOM SELF IRRIGATION LINER • AVAILABLE FROM PLANTER TECHNOLOGY. PHONE: 951-737-6240 (OR EQUAL) ALLOW 5 WEEKS LEAD TIME FOR DELIVERY ® PRECAST CONCRETE POT TO BE QUICKCRETE CALIFORNIA SQUARE PLANTER-MODEL I QS-CAL3030P WITH ACID ETCH • COLOR TO BE ADOBE -ALLOW 111N. 6 WEEKS LEAD TIME FOR DELIVERY· PLANTER TO HAVE SELF IRRIGATION LlNER AVAILABLE FROM PLANTER TECHNOLOGY -PHONE: 951-737-6240 (OR EQUAL) ® CORNER IIONUIIENT SIGN -BY o~s ® TUBULAR STEEL GUARD RAILS ATOP LOW BLOCK -REFER TO DETAR. D, SHEETf 30 @ SPLIT FACE BLOCK MAIL BOX KIOSK AT ENTRY· REFER TO DETAIL A, SHEET# 30 ® PRECAST ROUND PLANTER POT @ TUBULAR STEEL HANDRAILS !AT RAMP CONDITIONI -REFER TO DETAIL F, SHEETI 30 @ POURED-IN-PLACE NATURAL GRAY CONCRETE RETAINING CHEEK WALL (AT RAMP CONDITION! • REFER TO DETAIL F, SHEETI 30 ® BIKE RACK TO BE COLUMBIA CASCADE BOLLARD CYCLOOPS, MODELf C-2172, WITH BLACK POWDER COAT • AVAILABLE FROM PACIFIC SITE COMPLEMENTS, INC. (949.496.8057) -ALLOW 4 TO e WEEKS LEAD TIME FOR DELIVERY. INSTALL PEil MANUFACTURE"S RECOMMENDATIONS @ LOW STUCCO stAT WALL (AT RAMP CONDITION) -REFER TO DETAR. F, SHEETI 28 ® PLANTER WALL ION GRADE) -REFER TO DETAIL D, SHEETI 31 ® BIKE LOCKER TO BE COLUMBIA CASCADE CYCLOCKER, MODELI 2176-2-C W/ POWDER-COATED FINISH -AVAILABLE FROM PACIFIC SITE COMPLEMENTS, INC. (949.496.8057) ALLOW 4 TO e WEEKS LEAD TIME FOR DELIVERY. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. ® SOHO LOUNGE FURNITURE SET (TYPI: 14) CHAIRS -MODEL 1928390, 14) CUSHIONS • MODEL 1935007, Ill SOHO COFFEE TABLE • MODEL 1928424 OR APPROVED EQUAL AVAILABLE FJ!OM SMITH & HAWKEN, 800.423.0117 • ALLOW 4 TO 6 WEEKS LEAD TIME FOR DELIVERY @ NEWCASTLE BENCH ITYP.J -MODEL 1869719 OR APPROVED EQUAL. AVAILABLE FROM SMITH -& HAWKEN, 800.423.0117 -ALLOW 4 TO e WEI:!($ LEAD TIME FOR DELIVERY @ SOHO DINING SET IT'tP.1 • 141 CHAIRS -MODEL 1858985, (1) TABLE -MODEL 1858993, 11) 9" OCTAGON UMBRELLA • MODEL 1836098 (COLOR T.B.S.I, (1) ALUMINUM UMBRELLA BASE - IIODEL 1823617 (COLOR T.B.S.l OR APPROVED EQUAL. AVAILABLE FROM SMITH & HAWKEN, I00.423.0117 -ALLOW 4 TO 6 WEEKS LEAD TIME FOR DELIVERY @ BOLLARD • REFER TO CIVIL ENGINEER'S PLAN @ CLOCK TOW!:R FEATURE & SEATWALL BASE BY OTHERS @ BOLLARD LIGHT -REFER TO LIGHTING ENGINEER ·s PLANS ® TRANSFORMER ACCESS GATE -REFER TO OETAll E, SHEETI 31 ® PRECAST CONCRETE PLANTER AVAILABLE FROM QUICKCRETE, PHONE: 951-737-6240 -MODEL I {CASCADE QR-CE4836Pl-INTEGRAL COLOR CONCRETE TO BE ADOBE WITH ACID ETCH FINISH -ALLOW 8 WEEKS LEAD TIME FOR DELIVERY • POT TO HAVE PLANTER TECHNOLOGY SELF IRRIGATION LINER OR EQUAL CONSTRUCTION LEGEND ALIGN CONSTRUCTION JOINT ITYP.), SEE DETAIL A. II, C, SHEET L2.21 EQUAL Pl.ANTING AREA NOTE: PAVING LEGEND [!) NATURAL GRAY CONCRETE ON GRADE (TOOLED JOINTS) WITH BROOM FINISH • REFER TO DETAILS A AND C, SHEETI 27 (!j INTEGRAL COLOR CONCRETE PAVING/TOPPING SLAB 011 STRUCTURE !SAW CUT JOINTS), TO BE DAVIS 'SANDSTONE' WITH LtGHT ACID WASH FINISH • IEFER TO DETAR. C, SHEETI 28 I!) INTEGRAL COLOR CONCRETE PA VING/TOPPJNG SLAB ON STRUCTURE {SAW CUT JOINTS! TO BE DAVIS "SANDSTONE' WITH HEAVY SANDBLAST FINISH • REFER TO DETAIL 8, SHEETI 28 00 INTEGRAL COLOR CONCRETE PAVING ON GRADE ISAW CUT JOINTS), TO II: DAVIS 'SANDSTONE. WITH LIGHT SANDBLAST FINISH • REFER TO DETAILS A&B, SHEET I 27 I!) PEDESTRIAN INTERLOCKING PAYERS (60MM PAYERS) ON STRUCTURE (AT CENTRAL PLAZA), TO BE ACKERSTONE $)(12 PAYERS, COLOR: RED -TAN • CHARCOAL, PATTERN, HERRINGBONE • REFER TO PETA!l.l G AN[) ~ IHEET L2.22. BID ALTERNATE: INTERLOCKING PAVER$ I60MM PAVERSJ ON STRUCTURE (AT CENTRAL PLAZA], TO BE BORAL PAYERS 4XB PAYERS, COLOR: KEY WEST, PATTERN: HERRINGBONE • REFER TO DET AfLS G AN[) t SHEETf 28 I!) PEDESTRIAN INTERLOCKING PAYERS l&OMM PAVERSI ON STRUCTURE IAT CORRIDOR ENTRY), TO BE ACKERSTONE 6)(12 PAYERS, COLOR: RED -TAN • CHARCOAL, PATTERN: HERRINGBONE • REFER TO DETAIL G AND ~ SHU 28. Bill ALTERNATE: INTERLOCKING PAYERS (60MM PAVERSI ON STRUCTURE (AT CORRIDOR ENTRY), TO BE BORAL PAYERS 4X8 PAYERS, COLOR: TO BE SELECTED, PATTERN: HERRINGBONE - {!) IEFER TO DETAILS G AND I, SHEETI 28 PEDESTRIAN INTERLOCKING PAYERS l60Mll PAVERSI ON GRADE (AT DAYCARE], TO BE ACKERSTONE 8)(12 PAYERS, COLOR: RED -TAN - CHARCOAL, PATTERN: HERRINGBONE • REFER TO DETAIL D, SHEETI 28 110 ALTERNATE: INTERLOCKl!IG PAYERS (60MM PAVEIISI ON GRADE IAT DAYCARE!, TO BE BORAL PAVEIIS 4X8 PAYERS, COLOR: KEY WEST, PATTERN: HERRINGBONJ; -REF.ER TO DETAIL D, SHEETI 28 (!) VEHICULAR INTERLOCKING PAYERS ON GRADE AT STREET CIRCLE ISLAND (80111.1 PAYERS), TO BE ACKERSTONE 0)(12 PAYERS, COLOR, RED -TAN - CHARCOAL, PATTERN: RADIAL • REFER TO DETAR. D, SHEETI 28 IID ALTERNATE: INTERLOCKING PAYERS OH GRADE l60MII. PAYERS), TO IE BORAL PAYERS 4X8 PAYERS, COLOR: TO BE SELECTED, PATTERN: RADIAL -REFER TO DETAU. D, SHEETI 28 [!) 12" INTEGRAL COLOR CONCRETE BAND !SAW CUT JOINTS), TO BE DAVIS "SANDSTONE. WITH MEDIUM SANDBLAST FINISH · ' REFER TO DETAILS D & G, SHEET# 28 BIil ALTERNATE: NATURAL GRAY CONCRETE BAND (SAW cur JOINTS!, WITH HEAVY SAJ'I.DBLAST FINISH • REFER TO DETAILS D & G, SHEET I 28 II) VEHICULAR INTERLOCKING PAYERS ON GRADE AT STREET CROSSING l80MII. PAYERS), TO BE ACKERSTONE 8X12 PAYERS, COLOR: TO BE 1£1.!C TED BY LANDSCAPE ARCHITECT, PATTERN: Hl!RRINQIIONI: • IIEFllR TO DET AD.. D, SHEETI 28 IID ALTERNATE: INTERLOCKJNG PAYERS ON GRADE l&OMM PAYERS!, TO IE BORAL PAYERS 4X8 PAYERS, COLOR: TO BE SELECTED, PATTERN: f!ERRINGBONE -REFER TO OET AIL D, SHEETI 28 [!I GEOBLOCK TURF BLOCK • REFER TO DETAIL A, SHEETI 28 BID AL TERNA TE: ACKER-STONE TURFBLOCK OR EQUAL (lJ TltE PAVER ON CONCRETE BASE -TILE PAVER TO MATCH ARCHITECTURE I!) THIN SET TLE PAVER ON STRUCTURAL SLAB • REFER TO ARCHITECT ·s PLANS FOR DETAILS, SPECIFICATIONS & WATER-PROOFING INFORMATION URBAN AREN~ 3195 Red Hill "-venue-Loft F Costa M••a. Ccllfornlg 92t!i26 T. IH.754.4500 f. Tl ◄.754.4545 Orange County • San Diego • Merced L I C CALIFORNIA CALIFORNIA ARIZONA UTAH NEVADA ACAD ALE: JOB NO.: SCALE: DATE: !ID DATE: E N s E s #4192 1539 #3905 #32522 #379520-5301 L2.10ConPlan.dwg Oi,-009 I"= 10'-0" 05-10-07 C L I E N T TCR Trammel! Crow Re.ldentml 949 SOUTH COAST DRIVE # 400 COSTA MESA. CA. 92626 T : (714) 966-9355 F : (714) 966-9355 PROJECT lDWOTfR CROSSING CARLSBAD, CALIFORNlA SHEET TITLE AS-BUILT CONSTRUCTION ,r,. C.J. EQ. P.A. I i RADIUS CENTERLl!IE APPROVED FOR IRRJGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. P~ .. N LANDSCAPE PLANS FDR: BLUWATER CROSSING l----+----l..,...-------------t----+---+--+-----1 / APPROVED: rt---i<,.:l7!-t:il-4t· 1.e ·';Itte-S . l--~-----l'>-"'-----------------1---f---+----+-----l ::======~"::::::=:'.:=:===;;-r=..=..=..=..~'.'.'..,".:_=..=..=..~ OWN BY: PROJECT NO. DRAWING NO. ~~~ :~: CT04-11 442-4L DATE INITIAL ENGINEER OF WOR ' REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL f • ~ g ~ .., ~ ~ w u z g u ~ I u i u ~ < ~ ! "' i < K:' ~ E % :!i l . 1' "I I I t i I ~ ~ a:: I I i I Ii ·s E i ~ i "' ··~ I i' £2 i .., ., ~ 4" ::c ~ ., i ~ < e ~ • "' ~ ~ "AS BUILT" w i ~ z ~ ~ LICENSE EXP. ~ REVIEWED BY: < ~ ~ INSPECTOR & 10 20 ao CONSTRUCTION NOTES Cl) CONCRETE STEPS W/ MEDIUM SAND BLAST • REFER TO DETAIL I, SHEETf 27 Q) 6" WIDE NATURAL GRAY CONCRETE MOW STRIP WITH BROOM FINISH -REFER TO DETAIL 0, IHEETI 27 © 30" HIGH STUCCO PLANTER WALL ON PODIUM-STUCCO COLOR & FlNISH TO MATCH ARCHITECTURE • REFER TO DETAIL C, SHEETI 29 IID ALTERNATE: 30" HIGH BURNISHED BLOCK PLANTER- © 30" HIGH STUCCO BLOCK PLANTER WALL ON PODIUM !STEP WALL 1 COURSE @ AT RAMP COl!l)ITIONI STUCCO COLOR & FINISH TO MATCH ARCHITECTURE-REFER TO DETAIL C, &HEETI 29 - IID ALTERNATE; 30" HIGH BURNISHED BLOCK Q) 30" HIGH STUCCO BLOCK PLANTER WALL ON GRADE-STUCCO COLOR & FINISH TO MATCH ARCHITECTURE -REFER TO DETAIL C, SHEETI 29 IID AL TERNA TE: 30" HIGH BURNISHED BLOCK PLANTER WALL ON G.RAOE © TUBULAR STEEL COURTYARD GATE • REFER TO DETAIL H, SHEET# 28 © TUBULAR STEEL COURTYARD FENCING -REFER TO DETAIL H, SHEET# 28 © PODIUM COURTYARD PILASTER TO BE CMU BLOCK W/ STUCCO BLOCK & PRECAST CONC. CAP · STUCCO COLOR & FINISH TO MATCH ARCHITECTURE • REFER TO DETAIL J, SHEET# 28 l!!l..AJ.IE!!tiAIJ;: BURNISHED BLOCK W/ PRECAST CONCRETE CAP @ TUBULAR STEEL HANDRAILS IAT STEPS CONDITION) • REFER TO DETAIL G, SHEET# 27 @ T.S. GUARDRAILS ATOP CIVIL 'S RETAINING WALL • REFER TO DETAIL E, SHEETI 27 @ HIGH BLOCK WALL IAT DAY-CARE) -REFER TO DETAIL B, SHEET# 28 ® HIGH BLOCK Pll.ASTER IAT DAY-CAREi -REFER TO DETAIL H, SHEETI 27 @ TUBULAR STEEL EMERGENCY VEHICULAR ACCESS GATE (AT DAY-CAREi -REFER TO DETAIL F, SHEETI 27 ® PLAZA FOUNTAiN -REFER TO DETAIL G, SHEET# 30 @ PRECAST FOUNTAIN (@ BLDG ... 3,4,51 -TO BE TREV! 'S BLOCK WITH BALL FOUNTAIN -MODEL I BLKF-BALL -COLOR TO BE SELECTED -AVAILABLE FROM: TREV! MANUFACTURING (702) lil54.3030 @ GLASS GUARDRAIL ATOP LOW BLOCK -IIEFER TO DETAIL B, SHEET L2.24 @ PRECAST FOUIITAIN I@ BLDG ... 10.11,12,13) TO BE TREVl'S VORTEX WITH BALL -MODEL I VTXR-BALL • COLOR TO BE SELECTED • AVAILABLE FROM; TREV! MANUFACTURING 17021 &64.3030 . <l!) FIRE PIT -REFER TO DETAIL E, SHEETI 28 @ TUBULAR STEEL OYERJl£AO TRELLIS WITH STRING LIGHTS -REFER TO DETAIL B, SHEETI 29 '@ TUBULAR STEEL OVERHEAD 1'RELLIS WITH CABLE WIRE -REFER TO DETAIL A, SHEETI 29 @ FREEST ANDING CLUSTER MAILBOX @ POST TOP LIGHT -REFER TO LIGHTING PLANS PREPARED BY OTHERS @ TRASH ENCLOSURE • REFER TO ARCHITECT "S PLANS @ RETAINING WALL & PILASTERS • REFER TO CIVIL 'S PLANS - IIETAINING WALL & PILASTER TO HAVE STUCCO FINISH TO MATCH ARCHITECTURE & CONCRETE CAP -COLOR TO BE SELECTED PILASTER BIO AL TERNA TE: BURNISHED BLOCK PILASTER WITH CONCRETE CAP @ 30" HIGH CUSTOM PRECAST CONCRETE PLANTER AVAILABLE FROM OUICKCRETE, PHONE: 151-737-6240 • MODEL I CALIFORNIA 4X7-INTEGRAL COLOR CONCRETE TO BE ADOBE WITH ACID ETCH FINISH • ALLOW 8 WEEKS LEAD TIME FOR DELIVERY • POT TO HA VE PLANTER TECHNOLOGY CUSTOM SELF IRRIGATION LINER • AVAILABLE FROM PLANTER TECHNOLOGY - PHONE: 951-737-6240 (OR EQUAL! ALLOW 6 WEEKS LEAD TIME FOR DELIVERY @ PRECAST CONCRETE POT TO BE QUICKCRETE CALIFORNIA SQUARE PLANTER-MODEL I -OS-CAL3030P WITH ACID ETCH • COLOR TO BE ADOBE • ALLOW MIN. 6 WEEKS LEAD TIME FOR DELIVERY -PLANTER TO HA VE SELF IRRIGATION LINER AVAILABLE FROM PLANTER TECHNOLOGY • PHONE: $51-737-6240 IOR EQUAL) @ CORNER MONUMENT SIGN -IIY OTHERS @ TUBULAR STEEL GUARD RAILS ATOP LOW BLOCK • REFER TO DETAIL D, SHEET# 30 ® SPLIT FACE BLOCK MAIL BOX KIOSK AT ENTRY -REFER TO DETAIL A, SHEET# 30 @ PRECAST ROUND PLANTER POT @ TUBULAR STEEL HANDRAILS (AT RAMP CDNDmON) -REFER TO DETAIL F, SHEETI 30 @ POURED-IN-PLACE NATURAL GRAY CONCRETE RETAINING CHEEK WALL (AT RAMP CONDmONl • REFER TO DETAIL F, SHEETI 30 ® BIKE RACK TO ae COLUMDIA CASCADE BOLLARD CYCLOOPS, MODELI C-2172, WITH BLACK POWDER COAT -AVAILABLE FROM PACIFIC SITE COMPLEMENTS, INC. 1949.496.8057) • ALLOW 4 TO 6 WEEKS LEAD TIME FOR DELIVERY. INST ALL PER MANUFACTURE 'S RECOMMENDATIONS @ LOW STUCCO SEAT WALL (AT RAMP CONDITION! -REFER TO DETAIL F, SHEETI 28 ® PLANTER WALL ION GRADE) -REFER TO DETAIL D, SHEET I 31 @ BIKE LOCKER TO BE COLUMBIA CASCADE CYCLOCKER, MODEU 2176-2-C W/ POWDER-COATED FINISH -AVAILABLE FROM PACIFIC SITE COMPLEMENTS, INC. 1949.496.8057) ALLOW 4 TO 6 WEEKS LEAD TIME FOR DELIVERY. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. ® SOHO LOUNGE FURNITURE SET ITYPI: 141 CHAIRS • MODEL #928390, 141 CUSHIONS • MODEL 1935007, (1) SOHO COFFEE TABlE • MODEL 1928424 OR APPROVED EQUAL AVAILABLE FROM SMITH & HAWKEN, 800.423.0117 • ALLOW 4 TO 6 WE..El<S LEAD TIME FOR DELIVERY @ NEWCASTLE BENCH ITYP.J • MODEL 1869719 OR APPROVED EQUAL AVAILABLE FROM SMITH 6 HAWJ<J;N, 800.423.0117 • ALLOW 4 TO 6 WEEKS LEAD TIME FOR DELIVERY @ SOHO DINIIIG SET ITVPJ • 14) CHAIRS • MODEL 185898~5, (1) TABLE -MODEL 1858993, (1) 9 • OCTAGON UMBRELLA -MODEL 1836098 (COLOR T .B.S.J, 111 ALUMINUM UMBRELLA BASE • \!OOEL 1823617 !COLOR T.B.S.I OR APPROVED EQUAL. AVAILABLE FROM SMITH & HAWKEN, 100.423.0117 • ALLOW 4 TO S WEEKS LEAD TIME FOR DELIVERY <!2) BOLLARD -REFER TO CIVIL ENGINEER'S PLAN @ CLOCK TOWER FEATURE & SEATWALL BASE BY OTHERS © BOLLARD LIGHT • REFER TO LIGHTiNG ENGINEER 'S PLANS @) TRANSFORMER ACCESS GA Te ; REFER TO DETAIL E, IHEETI 31 @ PRECAST CONCRETE PLANTER AVAILABLE FROM QUICKCRETE, PHONE: 951-737-6240 • MODEL f !CASCADE QR-CE4836Pl-lNTE.GRAL COLOR CONCRETE TO BE Al)OBE WITH ACID ETCH . FINISH -ALLOW 8 WEEKS LEAD TIME FOR DELIVERY • POT TO HA VE PLANTER TECHNOLOGY IELF IRRTGATION LLN.ER OR EQUAL CONSTRUCTION LEGEND ALIGN CONSTRUCTION JOINT ITYP.l, SEE DETAIL A, B, C, SHEET L2.21 EQUAL PLANTING AREA RADIUS CENTERLINE NOTE: PA YING LEGEND (!) NATURAL GRAY CONCRETE ON GRADE !TOOLED JOINTS] WITH BROOM FINISH • REFER TO DETAILS A AND C, SHEETt 27 (!] INTEGRAL COLOR CONCRETE PAVING/TOPPING SLAB ON STRUCTURE (SAW CUT JOINT$], TO BE DAVIS "SANDSTONE· WITH IJliHI ACID WASH FINISH - «£FER TO DETAIL C, SHEET# 28 @) INTEGRAL COLOR CONCRETE PA YING/TOPPING SLAB ON STRUCTURE (SAW CUT JOINTS) TO BE DA VIS 'SANDSTONE' WITH HEAVY SANDBLAST FINtSH • REFER TO DETAIL B, SHEEU 28 (!I INTEGRAL COLOR CONCRETE PAVING ON GRADE !SAW CUT JOINTS), TO BE DA VIS "SANDSTONE' WITH LIGHT SANDBLAST FINISH -REFER TO DETAILS A&B, SHEETI 27 (!] PEDESTRIAN TNTERLOCKING PAYERS (60MM PAYERS) ON STRUCTURE (AT CENTRAL PLAZA], TO BE ACKERSTONE 6X12 PAYERS, COLOR: RED -TAN • CHARCOAL, PATTERN: HERRINGBONE • REFER TO DETAILS G AND L SHEET L2.22. IIID ALTERNATE: INTERLOCKING PAYERS l60MM PAYERS! ON STRUCTURE (AT CENTRAL PLAZA), TO BE BORAL PAVER$ 4X8 PA VERS. COLOR: KEY WEST, PATTERN: HERRINGBONE -REFER TO DETAILS G AND L SHEETI 28 . Cf] PEDESTRIAN INTERLOCKING PAYERS l60MM PAVERSI ON STRUCTURE IAT CORRIDOR ENTRY], TO BE ACKERSTONE 6X12 PAYERS, COLO.ft: RED -TAN - CHARCOAL, PATTERN: HERRINGBONE • REFER TO DETAIL G AND I, SHU 28. IID ALTERNATE: INTERLOCKING PAYERS (60MM PAYERS) ON STRUCTURE (AT COR_Rl!)OR ENTRY], TO BE BORAL PAYERS 4X8 PAYERS, COLOR: TO BE SELECTED, PA HERN: HERRINGBONE - IIEFER TO DETAILS G AND L IHEETI 28 I!) PEDESTRIAN INTERLOCKING PAYERS (60MM PAYERS] ON GRADE (AT DAYCARE), TO BE ACKERSTONE 6X12 PAYERS, COLOR: RED -TAN • CHARCOAL, PATTERN: HERRINGBONE -IIEFER TO DETAIL D, SHEETI 28 IID ALTERNATE: INTERLOCKING PAYERS (6011M PAYERS) ON GRADE fAT DAYCARE!, TO BE BORAL PAVERS 4X8 PAYERS, COLOR: KEY WEST, PATTERN: HERRINGBONE.· REFER TO DETAIL D, SHEET# 28 [!!) VEHICULAR INTERLOCKING PAVER$ ON GRADE AT STREET CIRCLE ISLAN!) WDMM PA¥ERSL TO BE ACKERSTONE 6X12 PAVERS, COLOR: RED -TAN - CHARCOAL, PATTERN: RADIAL -IIEFER to DETAIL D, SHEET# 28 81D ALTERNATE: INTERLOCKING PAYERS ON GRADE l60MII. PAYERS), TO IE BORAL PAVl!R8 4X8 PAYERS, COLOR, TO IE IELECTED, PATTERN, t!APL~b • REFER TO DETAIL D, SHEETI 28 (!} 12" INTEGRAL COLOR CONCRETE BAND (SAW CUT JOINTS), TO BE DAVIS "SANDSTONE' WITH MEDIUM SANDBLAST FINISH • REFER TO DETAILS D & G, SHEETI 28 11D ALTERNATE: NATURAL GRAY CONCRETE BARD [SAW CUT JOINTS), WITH HEAVY SANDBLAST FINISH - REFER TO DETAILS D & G, SHEETf 28 (1} VEHICULAR INTERLOCKING PAYERS ON GRADE AT STREET CROSSING l80MM PAYERS), TO BE ACKERSTONE 6X12 PAYERS, COLOR: TO BE IELECTED BY LANDSCAPE ARCHITECT, PATTERN: HERRINGBONE. • REFER TO DETAIL 0, SHEET# 28 11D ALTERNATE: INTERLOCKING PAYERS ON GRADE (60MM PAYERS], TO IE BORAL PA VERS 4X8 PA VERS, COLOR: TO BE SELECTED, PATTERN: RERRINGBONE • REFER TO DETAIL D, SHEETI 28 I!) GE08LOCK TURF BLOCK • REFER TO DET Alt A, SHEET# 28 BID ALTERNATE: ACKER-STONE TURFBLOCK OR EQUAL (Il TII.E PAVER ON CONCRETE BASE -TILE PAVER TO MATCH ARCHITECTURE i!) THIN SET TILE PA VER ON STRUCTURAL SLAB -REl'ER TO ARCHITECT ·s f'LANS FOR DETAILS, SPECIFICATIONS & WATER-PROOFING INFORMATION URBAN AREN~ 3195 Red Hill Avenue-Loft F Costa Me,o, Colllornlo 92626 I. 714.754.4500 f. 714.754.4545 Orange County • San Diego ·. Merced LICENSES CALIFORNIA CALIFORNIA ARIZONA UTAH NEVADA 14192 #539 13905 #32522 #379520-5301 * "+-~ * ;: ACAD Fl4': JOB NO.: SCALE: DATE: BID DATE: :>..-1'+--'~-,-/.,~ OF CA'-' l2. I0ConPlan.dwg 06-009 I"; 10'-0' 05-10-07 C L I E N T TCR Tnunmen Crmv Res!derltil11 949 SOUTH COAST DRIVE # 400 COST A MESA. CA. 92626 T: (714) 966-9355 F : (714) 966-9355 PROJECT 'lUWOTfR CROSSING CARLSBAD. CALIFORNIA SHEET TITLE AS-BUILT CONSTRUCTION ,r,. C.J. EQ . P.A. R t APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING ARE_A, PLAN l--~-~_s_1o_NTs_w_s_T_B~E.A_=_o_~_o_B_Y_M __ u_c_111:_A_L_TH_EN_G_~ __ ._,._s_s1_._~_ ... _~_·_c_~_-_·_cT_oTR_AND __ m_srT-ffl_c_T_EN~Gr~-ER_~1s~ETI m PfflOR TO IMPLEMENTATION IN FIELD, CITY OF CARLSBAD PLANNfNG DEPARTMENT 0 ~=='--================:'...'.=~ LANDSCAPE PLANS FOR: BLUWA TER CROSSING 1-----1---f":-'-----------~1------+---+--+----1 J APPROVED, ti:(-} e:r. ai..l)-fJ ,s. i::;.r1 ~· ========~=A:;"!OON~N~:::_NG'::_=.:::_:::_:=..:::_:::_:=..::'.__~::_=-:=..,~;::-=-=.:::.::::.'=OA::T_:::=E-=-=-=-=-t-D::-Ac:T;;:E--j-;c:IN:;:IT°"IA7L-j""~------------------t-:Dc:A-=T::-E -t-:::INl=:T~IAccL-+-:Dc:A-=TE=-if-=111T=IA,,...!L DWN BY: PROJECT NO. DRAWING NO. CHKD BY: ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY: CT04-11 442-4L I I --1--_ ... 5i d w ' , EQ EQ = -···-= L_ = = ■I I I I I L ____ _J I L_J I() L, __ I L ._! I I I I L ___ _J r·---, I I I I I I EQ EQ P.A. 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California 92626 I. 714,754.4500 F. 714,754.4545 Orange County • San Diego• Merced L I C E N s E s CALIFORNIA #4192 CALIFORNIA #539 ARIZONA #3905 UTAH #32522 NEVADA #379520-5301 't, ... * \~---~:l.---z< * Cf-If ACAD FILE: JOB NO.: L2.1StakingPlan.dwg 06-009 SCALE: DATE: BID DATE: 1ST SUBMITTAL (COUNTY): l ST SUBMITTAL (PLANNING): 2ND SUBMITTAi:: I"= 10'-0" 05-10-07 02-20-07 02-21--07 05-10--07 C L I E N T TCR Trammell Crow Resklentlal 949 SOUTH COAST DRIVE # 400 COSTA MESA. CA. 92626 T: (714) 966-9355 F: 1714) 966-9355 PROJECT lUWAlfR CARLSBAD, CALIFORNIA SHEET TITLE ~f!-.-. _:---_-_-._--_· -----STAKING PLAN NOTE: APPROVED FOR IRRIGATION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER LrJ PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD ~~---~__________j 7 ' -~-'----PLANNINQ DEPARTMENT DA TE INITIAL ENGINEER OF WOR REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL LANDSCAPE PLANS FOR: BLUWATER CROSSING DRAWING NO. 442-41. 'li! 0 ' 6 I if! i= 0 l:j ~ w ~ I 0 t; $ z 0 0 ~ i g ~ 0 If "' ~ 0 ~ ~ 13 3 w i= ~ 0 -I 0 0 I '5 0 ~ I,! :, g i :,: 0 ' ~ . I ~ 3 w i= ;;:; ':2 i °' g ll:i i= :;! i= 0 ~ i i I it i= i °' 2 ~ :,: ._ 0 ~ ~ .,, t z ~ 0 w i= i;2 ; "' w "' ~ .,, ~ l!:i 0 ~ '2. 0 3 a: 0 it! .,, 1 ._ w ta i= 0 z 0 g i a z < gj w i= I I I I I I 18"JYJ>! 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L_ I . ---r~J ---:t~ -I itl: -jJ. ..... -I- i ~ - en I w -w I r l-0i <I I -I I : I WI URBAN AREN~ 3195 Red Hill Avenue-Loft F Costa Mesa, California 92626 T. 714.754.4500 F. 7H.754.H45 Orange County • San Diego • Merced L I C E N s E s CALIFORNIA #4192 CALIFORNIA #539 ARIZONA #3905 UTAH NEVADA ~ ~ J ~ * * ---~ 'f.-1 '1'.~ 0,: ;,.,\. \ ACAD FILE: L2.1StaklngPlan.dwg JOB NO.: 06-009 SCALE: l" = 10'--0" DATE: 05-10-07 BID DATE: lSTSUBMITTAL fCOUN1'!'.j: 02-20-07 1 ST SUBMITTAL PLANNI GJ: 02-21-07 2ND SUBMITTAL: 05-10-07 C L I E N T 1CR Trammell Cruw R.,,,)dentlal 949 SOUTH COAST DRIVE # 400 COSTA MESA. CA. 92626 T: (714) 966-9355 F: (714) 966-9355 p R 0 J E C T BlUWnlf C R O .S __ ...__.__._.c......,ao CARLSBAD, CALIFORNIA l ■l-l ■-II-II 111-■l-l ■-II l ■-ll-■l-ll-■1-II 111 ··-· -··-··-··-. ··-··-■·- 11-ll-■1-l ■-II SHEET TITLE CONSTRUCTION LEGEND ,r.., ALIGN C.J. CONSTRUCTION JOINT (TYP.l, SEE DETAIL A,B,C, SHEET L2.21 EO. EQUAL P.A. PLANTING AREA R RADIUS (l CENTERLINE E.J. EXPANSION JOINT ..r-10-...J O!J i 11 [:!] 0 5 10 20 30 NOTE: STAKING PLAN APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AHO DISTRICT ENGINEER m ~ PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD t----,---,-,A;:--------------y--~-~-~--1 8 0 '-"' PLANNING DEPARTMENT ~=='-'================:...====: LANDSCAPE PLANS FOR: BLUWATER CROSSING t----t--.,........--------+---+-+---+-~ I-APP~r~~~'-£=4:--J::-1 .. 1:=i±_· .__ __ ,1.-z..,..c,"1 ~-======"5il~W.J.======~~=-=-=.;:::_::D_A:::T_E:=..=-=-=-=-.:::'. DA TE INITIAL ENGINEER OF WOR REVISION DESCRIPTION DATE INITIAL DATE INITIAL g:0srY: ---1 OTHER APPROVAL CtTY APPROVAL !!R:!.VWD!!!!..~B't.-,.: ~===! PROJECT NO, CT04-11 DRAWING NO. 442-4L '. ,,,, t I }~.•; 'l g ; ta iE ~ 0 l:'.:I ~ 8 < ~ ~ 0 u ti ;!; 8 ;;! ::, ls! @ as lis 8: "' ~ 0 ~ w ' ~ ! ' 3 i w iE 0 I u z ~ ;J; 5 0 ~ w ,g s :,: u ~ ~ 3 ~ ,; ~ 1 ,... g ll5 iE ~ ,= a ~ i i I ?;:; iE ~-;J; ,... 2 ~ ii: a ~ lli ;;! ~ 0 w iE R ; ,... :Ji ~ ili ~ ~ a ~ g 3 a: g ... "' i "-w b'.l iE 0 6 3 ail ::, "- i ~ w iE --' ·v·v·v·v·v· · vvvvv ' V ,, ; ; '\f~,¥' vv /VVoV vvvv .,.,.,.,1,1, --;v-v---v v-v~ vvvv /VVV vvvv /VVV vvv /VVV VV'o/V /VVV vvvv /VVV vvvv /VVV vvvv /VVV ---------- YvVvV V >f.-~-.Y V v..,,,v V V Ill II l', -D I I D D D 111 11 II 0 ---·-7 I I I ____ ..I I ___ J P.A. P.A. • l!I --- '-= "T.J1 mTfTI ...J ! $'. ____ ~j 11 illJJlJ ---7 I I I Building 3 I I I ___ J rrnny ---7 I I I ___ _J L:::Je=<'~~!,,!,J~~~ -, I 18 TYP. I L ____ _j P.A. e - ,----7 1sl TYP. I . ---· ,cc-~+--+-+--+--'+--1--1---l-+--l'~5cci .. 'c!6,e-l ,A. 1--1---l-,.___µ~i.,_}EQ.1'-"".l<:JJ!..l'-"''".I'-"" a ea ea ea eo O ea I ea EO EO EO I I Dn -l.,--4 P.A. P.A. P.A. ■■ ■■ I ■■ I CONSTRUCTION LEGEND ~ ALIGN C.J. CONSTRUCTION JOINT (TYP,I, SEE DETAIL A,B,C, SHEET l2.21 EQ. EQUAL P.A. PLANTING AREA R RADIUS (I, CENTERLINE E.J. EXPANSION JOINT 0 5 10 20 30 = • :ll • "' "' "' • "i :ll .. ;I I ■■ I I I I I I L ... ··--_ _l Buil 0 0 7 r 4 I ea ea, ' L ____ .J = I I 18" TYPI L., __ _ • s-o• - • • • • • URBAN' AREN~I 3195 Red Hill Avenue -Loft F Cosio Mesa. California 92626 T. 714.754.4500 f. 714.754.4545 Orange County , San Diego • Merced L I C E N s E s CALIFORNIA #4192 CALIFORNIA #539 ARIZONA #3905 UTAH #32522 NEVADA #379520-5301 .-..... -~-. .:.i* Of: CP.\.\ ACAD FILE: JOB NO.: SCALE: DATE: BID DATE: L2.1S taklngPlan.dwg 06-009 1" = 10'-0' 05-10-07 tea ea l ST SUBMITTAL (COUNTY): lSTSUBMITTAL (PLANNING): 2ND SUBMITTAL: 02-20-07 02-21-07 05-10-07 .!'a,!, EQ ea ;j ' Buil i in 5 P,A, I ■■-■■ ,---7 I 18' TYPI I I r---, I I I I I I = I I P.A. ;I , I P.A. • • • • C L I E N T TCR tramme11 Crow &.sSdentlal 949 SOUTH COAST DRIVE # 400 COSTA MESA. CA. 92626 T: (714) 966-9355 F: (714) 966-9355 PROJECT lUWAlfR -.. --<o.l.----CROSSING ■■ ■ 111 11111 I ■■ -CARLSBAD, CALIFORNIA 0P' 12 NOTE: S H E ET T I T L E STAKING PLAN APPROVED FOR IRRIGATION AND PLANTING ONLY, IJ,ICLUDING PRECISE LOCATION OF PLANTING AREA. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER. ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER m CITY OF CARLSBAD ~ PRIOR TO IMPLEMENTATION IN Fl8-D. 1--'--'--'-:.:._.;.-::..... ......... r-.---''--------=---------------~--~-~--~----l 9 PLANNING DEPARTMENT 0 :====-================'...=~ DATE INITIAL ENGINEER OF WOR REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL LANDSCAPE PLANS FOR: BLUWATER CROSSING . I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I I I Ill-Ill ■ 11 CONSTRUCTION LEGEND ,f"', ALIGN P.A. + + □ I ..... -···"" 5' D" .c. EQ EQ 7·.9• P.A. 9 . ■ I C.J. CONSTRUCTION JOINT ITYP.I, SEE DETAIL A,B,C, SHEET L2.21 EO, EQUAL P.A. PLANTING AREA R RADIUS (I. CENTERLINE E.J. EXPANSION JOINT 0 5 10 20 -I s· o· 5' O" □ □ □ □ □ =:-~ 0 "' 5· D" 0 "' -Q 0 ,. --,C.J..._" 0 " w ~ ., 0 w P.A. ----lz:J··-·· P.A. 9 . - I • ■ I I I 30 5· o· 5· o• □ □ P.A. --~ -- P.A. ~ 11 ■ s· o· 0 P.A. II NOTE: □ vv V vv V V V V V V V V . V - 'v I vvv vv --7 vvvv vvv vvv vv 1 1 I f''~-+-•cfj=f vvvvvvv vvvvvv 111 ! I vvvvvvv vvvvvvv ii I I ,__ _ _,__ _ _,__ .... vvvvi v~v VV'WV __ .J ', VVV'-.11 vv VVVV ''-,.. VVVVJ" vvvv VVVV ·. vvv vv vvvv vvvv I vv vvvv '-VVV'\..j vvvv VVVV ' .. ,,.. vvvv vvv vvvv -~~!Pt---1--+~-~~F=I-~--+~-+__.-+-- P.A. II APPROVED FOR IRRIGATION AND Pl.ANTING ONLY, INCLUDING PRECISE LOCATION OF Pl.ANTING AREA. URBAN ARENA: 3195 Red _Hill Avenue· Loft F Costa Mesa. Callfornlo 92626 T, 71'.754.4500 F. 714.754.4545 Orange County • San Diego • Merced L I C E N s E s CALIFORNIA CALIFORNIA ARIZONA UTAH NEVADA ACAD FILE: JOB NO.: SCALE: DATE: BID DATE: #4192 #539 #3905, #32522 #379520-5301 L2. lStakingPlan.dwg 06-009 I"= 10'-0" 05-10-07 I ST SUBMITTAL !COUNTY): 1 ST SUBMITTAL PLANNING): 2ND SUBMITTAL: 02-20-07 02-21-07 05-10-07 C L I E N T TCR 'n-am¢eU Ctm¥ Resldential 949 SOUTH COAST DRIVE # 400 COSTA MESA, CA. 92626 T: (714) 966-9355 F: (714) 966-9355 PROJECT lUWnlfR .. Jl O_S_S __ lJt_ G CARLSBAD, CALIFORNIA S H E ET T I T L E STAKING PLAN RE\IISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER m CITY OF CARLSBAD m PRIOR TO IMPLEMENTATION IN FIELD. 1---,----,--,-----------------,----,----.----.--~ 0 ~---~-A_N_N_IN_G_D_EP_A_R_TM_E_N_T ___ ~ 0 6. DATE INITIAL ENGINEER Of WOR REVISION DESCRIPTION DA TE INITIAL DAT! INITIAL OTHER APPROVAL CITY APPROVAL LANDSCAPE PLANS FOR: BLUWATER CROSSING DWN BY: CHKD BY: RVWD BY: PROJECT NO. CT04-11 DRAWING NO. 442-4L i ' 'I :;Z '~ ' ~ ~ ~ t • . i . I I I J • •• •·-s• h---•----.--•~•-1~-·~·~·--~,-~.;___,.■_■_1~-~-~~-~---.-~-~• -;,.___•~---~-·-·~--r--r-----;c-1_■_,•---.-~-~4· ~-·-·~·-.-.. -, .. -... -·-·~ ■ --■ ■ -■ ■ "'7 ■ ■ -■ ■ r: O,•Q ~ • URBAN AREN~ 3195 Red HIii Avenue• Loft F Cosio Mesa, California 92626 r. 714.754.HOO F. 714.754.4545 NI N i-I w w ::c •l~-t,J) w I ~ - I I 16+00 \ P.A.A 17+00 CONSTRUCTION LEGEND ,r,, ALIGN C.J. CONSTRUCTION JOINT ITYP.J, SEE DETAIL A,B,C, SHEET L2.21 EQ, EQUAL P.A. PLANTING AREA R RADIUS (l CENTERLINE E.J. EXPANSION JOINT 0 5 10 20 -----·--I \ \ \ \ 30 ,'? ~ P.A. 18+00 ,/ -~ \ ~ P.A. I I \ \ \ \ \ , ~ P.A. \ \ ' I I 1-1 EQ NOTE: I Orange County • San Diego• Merced LICENSES CALIFORNIA CALIFORNIA ARIZONA UTAH NEVADA ACAD FILE: JOB NO.: SCALE: DATE: BID DATE: #4192 #539 #3905 #32522 #379520--5301 L2. l SlakingPlan.dwg 06-009 111 = 10'-0' 05-10-07 I ST SUBMITTAL (COUNTY): lSTSUBMITTAL !PLANNING): 2ND SUBMITTAi:: 02-20-07 02-21-07 05-10-07 C L I E N T TCR 1'nurimell Craw ~eiitlal 949 SOUTH COAST DRIVE # 400 COSTA MESA, CA. 92626 T: (714) 966-9355 F : 1714) 966-9355 PROJECT lUWATIR CARLSBAD, CALIFORNIA SHEET TITLE STAKING PLAN APPROVED FOR IRRIGATION AND PlANTING ONLY, INCLUDING PRECISE LOCATION OF PlANTING AREA. RE\IISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AHO DISTRICT ENGINEER rr] m PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD i---~--~--------------~----------1 1 0 ::::::=='..':====P=LA=N=Nl=NG=DE=P=AR=T=ME=N=T===~==~ LANDSCAPE PLANS FOR: BLUWATER CROSSING l----+--1¥~---------l--+----l---l---l I APPr~~J ~-'--""1'"°-tt 11-t:7...::>1 l--c--ccc4----Jb.__ _____________ _J. __ .j._ _ _J __ _j__--1 ::· =========::':PLA~:"N"R:".;'I "'..======;--~=-=-=-=-=O_::A_T::E-=-=-=-=_:: DATE INITIAL DATE INITIAL DATE INITIAL OWN BY: PROJECT NO. DRAWING NO. R V S O CHKD BY: ENGINEER. OF W0R E I I N DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT04-11 4.f2-4L I ' I 1-w -~ I = 11J1-00 W-_ --·+·--- Cl) I I ■■-■■-■■-■II <? . "' ----1- II I ■■-■■-■■-■■-■■ I ■■-■■-■■ 14+00 ---1- I ■ I IJ.-_ ,---■-■-.--~-~-~-■-■,---~___,■k--r■-~-•-■-■--~-■~\~ I I • 5' P.A. 15+00 "' \ ) w -w T Cl) I ----111--tH. -Cl) I I I URBAN ARENft..· 3195 Red Hill Avenue· Loft F Cosio Mesa. Coli lorn lo 92626 T. 714.754.4500 F. 714.754.4545 Orange County • San Diego• Merced LICENSES CALIFORNIA CALIFORNIA ARIZONA UTAH NEVADA ACAD FILE: JOB NO.: SCALE: DATE: BID DATE: #4192 #539 #3905 #32522 ____ #379520-5301 L2.1SlakingPlon.dwg 06-009 1" = 10'--0" 05--10-07 l ST SUBMITTAi. !COUNTY}: lSTSUBMITTAL PLANNING): 2ND SUBMITTAi:: 02-20-07 02-21-07. 05-10-07 i ~ ~ ----..T-1--------------------------------------------------------------------------1-------------------------------------------(.)-- 1--"' ~ ,!; I g fl, ~ ~ j I I i Q j 2 I ~ ~ I ~ :2 ; EQ 56.46 56 CONSTRUCTION LEGEND r. ALIGN C.J. CONSTRUCTION JOINT ITYP.J, SEE DETAIL A,B,C, SHEET L2.21 EQ, EQUAL P.A. PLANTING AREA R RADIUS (l. CENTERLINE E.J. EXPANSION JOIN1 0 5 10 20 30 -·--·~~ 1!]\. I \ \ \ \ P.A. . b :il NOTE: : ~ C L I' E N T ~ / \ II II ·"-\ TnunmeU Cri>W &;.Sdentlal 949 SOUTH COAST DRIVE # 400 COSTA MESA, CA. 92626 T: (714) 966-9355 F: (714) 966-93S5 PROJECT lUWnlfR _JLS S I N G CARLSBAD, CALIFORNIA SHEET TITLE STAKING PLAN APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER ~ ~ PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD 1-----.-----,-.-------------'-----,~-~-~----,~---1 2 0 PLANNING DEPARTMENT f,,,. :::::======================-== f,,,. LANDSCAPE Pl.ANS FOR: f,,,. f,,,. BLUWA TER CROSSING f,,,. I ---+--~--------------4----1----1---+----1 '-~ -_ -_ -_ -_ -_ -_ -_ -,__-_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_-_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ --' -'_ l-r--+----1¥------------l---4----1----t----11 APPRH:eJ4-cNN~u !I -7,~~f;'t •· 1 • . l---c-c=-+c=----lL.!,.--------------11----1--_J....---11---I ~========;"".:'=-=-=-=-=-=-=-=-=-=-=~~=-=-=-=-=-==-=-=-=.: DATE INITIAL DATE INITIAL DATE INITIAL DWH BY: PROJECT NO. DRAWING NQ. REVISION DESCRIPTION CRVWDHKD BBY:Y::. cro~1, 442 L ENGINEER OF WOR OTHER APPROVAL CITY APPROVAL ...-•4 ' ' -~ I 1 I!, I -I I P.A. .,.,_ I I -!',r_,_ :o. '/]• -- I P.A. . ' --------·- '-10' ".t. 'O. [I] • 0 ' "' -~ I ~ 11+00 -/ Q 30' ,_, C P.A. \\~\\ P.A. CONSTRUCTION LEGEND ,r,, ALIGN P.A. C.J. CONSTRUCTION JOINT ITYP.I, SEE DETAIL A,B,C, SHEET L2.21 EQ. EQUAL P.A. PLANTING AREA R RADIUS (l CENTERLINE E.J EXPANSION JOINT 0 5 10 H EQ EQ 30' I- 20 30 H H LJ EQ EQ EO -- NOTE: EO -·c:: ~t I 1 ltiffl .• -~ I~ ...I :::c I <> URBAN AREN~ 3195 Red Hill Avenue-Loft F Costa Maso. California 92626 T. 714.754.4500 F. 714.754.4545 Orange County • San Diego • Merced LICENSES CALIFORNIA CALIFORNIA ARIZONA UTAH NEVADA #4192 #539 #3905 ·-~'-l-_-~f~~-i~5'-"'.":~~~ * 0,: C1'\. \ ACAD ALE: JOB NO.: SCALE: DATE: BID DATE: L2. I StakingPlan.dwg 06-009 1"= 10'-0' 05-10-07 1ST SUBMITTAL !COUNTY): I ST SUBMITTAL PLANNING): 2ND SUBMITTAL: 02-20-07 02-21-07 05-10-07 C L I E N T TCR Trammell Crow Resldi,.ntlal. 949 SOUTH COAST DRIVE # 400 COSTA MESA, CA. 92626 T: (714) 966-9355 F: (714J 966-9355 PROJECT lUWOTIR CARLSBAD, CALIFORNIA S H E ET T I T L E STAKING PLAN APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANl!ING DIRECTOR ANO DISTRICT ENGINEER ~ m PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD ~~A~---~~~3•~~~~ 0 u. _ Pl.ANNING DEPARTMENT LANDSCAPE PLANS FOR: BLUWA TER CROSSING J---+---l'f::-.~----------+--+------l---1----11 APP"f¼~..,..( g, E)t&( (I. ?.:1, ~1 f::-. ~-=======PLA=:"NN'.':1/:i===============-.-;-;:..=-=-=-=-=--=-DA':_T&'::_=:_=:_=:_=:_=:_~ DA TE INITIAL ENGINEER OF WOR REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: CHKD BY: RVWD BY: PROJECT NO. CT04-11 DRAWING NO. 442-4L ~ ~ ~ i l ~ ~ ~ 0 ~ 0 6 ~ "' w Ii] i5 l'5 tJ ~ w 8 < ~ o! ~ 8 t; ~ z 8 ~ < ~ Iii "' :f 0 if "' g a ~ ~ 3 w i5 l'5 ~ il, '£ 0 u I ~ s i w ~ ~ :c ~ ~ cl 3 w i5 ,; '£ i "' g ffi i5 ~ 0 z < §} ~ "' .. ffi ~ ii; i5 Q :,: ~ 2 I 0 ~ ~ t z § w i5 ~ ~ @ "' ill i ~ ill 0 0 z < g ~ a: g ._ V> ~ 1 ._ iii i5 ~ 0 z 0 6 al :::, .. 0 . i ~ ' .~ w i5 -------- I P.A. I I .t.,<· •(J• ·- "' I ,,.,_ ·o. I I I I I I P.A. MA TCHLINE -SEE SHEET 25 I I I -~1-1_1_1_1_1_,_1_1_1_1_1_1_1_1_1_1_1_1_1_1_1_1_ URBAN AREN~ P.A. I I I I I I • q "' / / // I I I I 1/.,. / I I / / P.A. / IJ•,2-I I I 1'.1'. ·o. • .~ ,. .. V' ' ,. P.A. 10·.9• ~ P.A. I •·-o· rn 11] P.A. I -- I I I I I I I I CONSTRUCTION LEGEND 0 ALIGN I EQ EQ P.A. EG---- C.J. CONSTRUCTION JOINT (TYP.I, SEE DETAIi. A,B,C, SHEET L2.21 EQ. EQUAL P.A. PLANTING AREA R RADIUS (I. CENTERLINE E.J. EXPANSION JOINT S 10 -I < <' <<<<<<<<< <<<<<<<<< <<<<<<<<< <<<<<<<<< <<<<<<<<< <<<<<<<<< <<<<<<<<< <<<<<<<<< <<<<<<<<< I EQ <<<<<<<<< EQ <<<<<<<<< <<<<<<<<< <<<<<<<<< < < < < < ,. _, 3 • 20 30 •Cl ... N.I.C. i (BY OTI-IERS) •9 \ \ •• nnnnnnnnnnnnnnnnnnn .,. ',\ .ii'lljl.J!_IL 11.JI_ILfrffl.JI_IL Jl.JI_ILlillj1ll_lL Jl .JI_ILfrffl:i <&_.~ \. • l!Wl71-I, TT 71-1r·l!Wl7I-,, TT 71-1rl!Wl71-I, rr 11··1r-~ ~~ ,• 11 II II II II II II 11 II II Ii II II II II II II II II .&.~ 11 11 11 11 11 11 11 11 11 II II II 11 II I! II II II II .,,, \ 11 11 11 II II II 11 II 11 II Ii II II II I! II II II II \ 11 11 11 11 11 11 I! 11 11 11 11 11 11 i I 11 11 11 i I 11 II="~~,!.!' ..JJ....l.b!~~!dJ..' .Jl,,..l.l.,='l!c=!Jc=!!=cl,b.,.i,!,' ...l.l~=J!"'li-I. <= ----------·· I I I I '.i' "' ,. \~ , •• P.A.',\ L -- 11-1---., ~~ \. " ,.\, ,. L • ~+-+-+--1---l\~ I I I lib"--+--+----,-;\ • i-:::,i-.~'. 111---'>.--+---i--+--+--+-,\ ,\ ,. l~+---f--11~~'\ \ 3195 Reel Hill Avenue -Loft F . Costa Mesa, California 92626 I. 714.754.4500 F. 714.754,4545 Orange County • San Diego• Mercecl LICENSES CALIFORNIA CALIFORNIA ARIZONA UTAH NEVADA ACAD FILE: JOB NO.: SCALE: DATE: BID DATE: #4192 #539 #3905 #32522 L2. IStaldngPlan.dwg 06-009 I"= 10'-0' 05-10-07 I ST SUBMITTAL (COUNTY): I ST SUBMITTAL (PLANNING): 2ND SUBMITTAL: 02-20-07 02-21-07 05-10-07 C L I E N T rfCR Tramm.,u Crow R...sldentl.al 949 SOUTH COAST DRIVE # 400 COSTA MESA, CA. 92626 T: (714) 966-9355 F: (714) 966-9355 PROJECT H H H lll---'>.--4------1---H--+-!--1-+-+-~~ ':. EQ EQ EQ EQ EQ EQ 0 EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ • ~}-~----1:--,-~=1---p_l.L•-111/r,11~;:,-L-r;;~~ ~~~~Q~,~-~1~~#====!:,=i~-:::r~l , \, e ~ v,...--2 lUWnlfR P.A. \ \ CROSSING '\,);} ----',-----'\--=-~------·-------\----~ CARLSBAD, CALIFORNIA SHEET TITLE NOTE: STAKING PLAN APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. PRIOR TO IMPLEMENTATION IN FIELD. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER. ASST. PLANNING DIRECTOR AND 0ISIBICT ENGINEER CTJ CITY. OF CARLSBAD m I---~--~~~----"'----------------~----~ 4 '----~P~L~AN=~=N~G~DE=P~A~RT~ME=N~T __ __! 0 LANDSCAPE PLANS FOR: BLUWATER CROSSING l---+----,<,~------------1---+-----+---+----I I APPE~.{~~NNI~ * II· 1.1;.~1 1----1---~--------------1---_J__----1----1-----1 ~=========~...=-=-=-=-=-=-=-=-=-=-=~-;..=-=-=-=--=--=-=-=-=-=-..::::: OWN BY: PROJECT NO. DRAWING NO, DA TE INITIAL ENGINEER Of W0R REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL ~~~ :} CT04-11 442-4L 1 '\ r . I I I 6'1 ~ ♦// ;;:; I / J.-.::: I / {:JI t::::j I -~ I 0-1 0 I CONSTRUCTION LEGEND ,r,, C.J. EQ. P.A. R t E.J. ALIGN CONSTRUCTION JOINT (TYP.I, SEE DETAIL A,B,C, SHEET L2.21 EQUAL PLANTING AREA RADIUS CENTERLINE EXPANSION JOINT I 0 P.A. 11. ''3• / / / / / I I I I / I I I I I I I / / .~ ,i// ',, .~/; ' / / NOTE: URBAN AREN~ 3195 Red Hill Avenue-loll F Cosio Mesa. Calilornla 92626 T. 714-754.4500 F. 714.754.4545 Orange County • San Diego• Merced LICENSES CALIFORNIA CALIFORNIA ARIZONA UTAH NEVADA ACAD ALE: JOB NO.: SCALE: DATE: BID DATE: #4192 #539 #3905 #32522 #379520-5301 ---~~ L2.1 StokingPlon_dwg 06-009 I"= 10'-0' 05-10-07 1 ST SUBMITTAL !COUNTY): 1ST SUBMITTAL PLANNING): 2ND SUBMITTAL: 02-20-07 02-21-07 05-10-07 C L I E N T TCJR Trammell Crow Rmk!entlal 949 SOUTH COAST DRIVE # 400 COSTA MESA, CA. 92626 T: {714) 966-9355 F: {714) 966-9355 PROJECT lUWOlfR ,..__,_._ __ . O _ S_ S J_fl_fi CARLSBAD. CALIFORNIA SHEET TITLE STAKING PLAN APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER. ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER m CITY OF CARLSBAD m PRIOR TO IMPLEMENTATION IN FIELD. J--------,--,.------------------y--,----,---,-----1 5 PLANNING DEPARTMENT 0 ~==-========================"'-'=====:; LANDSCAPE PLANS FOR: BLUWATER CROSSING 1----l--¥,,;.l.-----------l---+--+--+----11 APPROrt~( 1-r, l::ll@¼ _ irANNING DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: CHKD BY: RVWD BY: PROJECT NO. CT04-11 DRAWING NO. 442-4L F EQ EQ EQ EQ EQ EQ EQ EQ 111 Ill 1,1 ldl EQUALLY SPACED CONSTRUCTION LEGEND A ALIGN C.J. CONSTRUCTION JOINT 11YP,), SEE DETAIL A,B,C, SHEET L2.21 EQ. EQUAL P.A. PLANTING AREA R RADIUS q_ CENTERLINE E.J. EXPANSION JOINT I 0 5 10 20 30 -----·~ NOTE: APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. ------_..,,_.,._ - URBAN ARENA: 3195 Red Hill Avenue•Loft F Costa Mesa. California 92626 T. 714.754.4500 F. 714.754.4545 Orange County -San Diego -Merced LICENSES CALIFORNIA CALIFORNIA ARIZONA UTAH NEVADA --------11DSC4p #4192 #539 #3905 #32522 #37952()..5301 1, ... : -c--..\lrar-·3 * ACAD FILE: JOB NO.: SCALE: DATE: BID DATE: L2.1StakingPlan.dwg 06-009 1" = 10'-0' 05-10-07 I ST SUBMITTAL (COUNTY): 1 ST SUBMITTAL (PLANNING}: 2ND SU BMITTAI.: 02·20-07 02-21-07 05·10-07 C L I E N T TCR Trammell Crow Reshleotlal 949 SOUTH COAST DRIVE # 400 COSTA MESA, CA. 92626 T: (714) 966-9355 F: (714) 966-93S5 PROJECT lUWnlfR CARLSBAD, CALIFORNIA SHEET TITLE STAKING PLAN PRIOR TO IMPI.Et.£NTATION IN FIELD. CITY OF CARLSBAD REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER m m r---.----,,,---,-------------,--,----,,--,---1 6 ____ P_LA_N_N_IN_G_re_P_AR_T_M_EN_T __ ~ 0 DATE INITIAL ENGINEER OF WORJ< REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL LANDSCAPE PLANS FOR: BLUWATER CROSSING DWN BY: CHKD BY: RVWD BY: PROJECT NO. CT04-11 DRAWING NO. 442-4L SHRUB AREA / FINISH GRADE CONCRETE MOW STRIP • NATURAL GRAY COLOR W/ SMOOTH TROWEL FINISH 1/2" RADIUS TURF AREA / FINISH GRADE 13 REBAR CONTINUOUS, CENTER IN MOW STRIP COMPACTED SUBGRADE TO 90" RELATIVE COMPACTION NOTES: CONTRACTION JOINTS @ 15 · O.C. CONSTRUCTION JOINTS @ 80 • O.C. OVERLAP STEEL JOINTS 18' MIN. CONCRETE MOWSTRIP 1 Mowstrip4x4. dwg SCALE 2" , 1· 11111111 (D ADJACENT BLOCK WALL, ... ~. .. © CONCRETE FOOTING • SIZE AND REINFORCEMENT PER STRUCTURAL ENGII-IEER <!) TURFBLOCK PAVING • REFER TO CONSTRUCTION & PLANTING PLANS © 2" SQ. X 10 GA. TUBULAR STEEL FRAME © 5/8" SQ. X 15 GA. TUBULAR STEEL PICKETS @ 4" 0.C. (!) LOCKABLE Pl.UNGER BAR & GATE STOP (IN CONCRETE FOOTING) BY CONTRACTOR (D 4 X 4 TUBULAR STEEL POST IWALL THICKNESS PER STRUCTURAL ENGINEER) @ COMPACT SUBGRADE PER STRUCTURAL SOILS REPORT RECOMENDATIONS 10 • -0" 7 DOWELED CONSTRUCTION JOINT TOOLED CONTRACTION JOINT Q) 1/2' DIAMETER X 24' LENGTH REBAR DOWEL • ENCASE 50% OF DOWEL IN "SPEED DOWEL' SLEEVE. © #3 REBAR @ 18' O.C. BOTH WAYS IN PEDESTRIAN USE AREAS, 14 REBAR @ 18' O.C. BOTH WAYS IN VEHICULAR USE AREAS • REBAR MUST BE PROPERLY BLOCKED OR CHAIRED TO INSURE THAT REBAR IS CENTERED IN SLAB DURING CONSTRUCTION • NO MANUAL STABILIZATION OF STEEL DURING POUR SHALL BE PERMITTED @ 4 3 1/8' RADIUS TOOLED JOINT • DEPTH TO BE 1/4 OVERALL DEPTH OF CONCRETE, WIDTH TO BE 3/111' MAX. © "SPEED DOWEL" SLEEVE @ 24" O.C. CENTERED IN SLAB • PHONE 18001 325-9504 FOR "SPEED DOWEL' INFORMATION © CONCRETE PAVING • SEE PAVING LEGEND FOR COLOR AND FINISH (!) GRADED SUB-BASE IF REQUIRED (SEE STRUCTURAL SOILS REPORT FOR MATERIAL, DEPTH, AND COMPACTION RECOMMENDATIONSI (D COMPACTED SUB GRADE PER STRUCTURAL SOR.S REPORT RECOMMENDATIONS . @ DEPTH VARIES, 6' VEHICULAR USE AREAS, 4" PEDESTRIAN USE AREAS NOTE: THE REINFORCEMENT, CONCRETE DEPTH, AND SUBGRADE RECOMMENDATIONS NOTED IN THIS DETAIL ARE MINIMUMS. SHOULD STRUCTURAL SOILS REPORT RECOMMENDATIONS EXCEED THOSE STATED ABO\IE, THE STRUCTURAL SOILS REPORT SHALL $UPERSEDE THIS DETAIL. CoocJointsTooled-00-000112). dwg C FIELD VERIFY CONCRETE JOINTS -TOOLED SCALE r , 1' 8 NOTES: • ALL TUBULAR STEEL TO BE PREGALVANIZED. • PAINT STEEL PER CONSTRUCTION SPECIFICATIONS. PAINT COLOR TO MATCH METAL BALCONY RAILS PER Pl.ANS BY ARCHITECT. SUBMIT SAMPLE TO OWNER AND LAIWSCAPE ARCHITECT FOR APPORVAL PRIOR TO INSTAUATION. • ALL METAL FASTENERS AND HARDWARE TO BE GALVANIZED -ALL CONNECTIONS TO BE CONTINUOUSLY WELDED. • ALL TUBING TO HAVE ENDS WELDED CLOSED. • GATE TO SWING our AWAY FROM PROJECT. <!) KNOX BOX • PROVIDE ONE ON EACH SIDE OF GATE (2 TOTAL EACH GATE). LOCATE PER FIRE DEPARTMENT DIRECTION. Qg) HEAVY DUTY HINGES PER CONTRACTOR GateFlreLana-06-009. dwg 2 FIRE LANE GATE • -~ ~ ~. ., ~ !II i5 .. < ~!§ • Tr,, 11 • 11filkm_ 15' ,---< 3 CD © © © © 4' 1' 4' TYP. STEP NOSING DETAIL ROUND NOSE 1/2" ADJACENT CONCRETE PAVING • REFER TO CONSTRUCTION PLAN SEE STEP NOSING DETAI. ABOVE. EXPANSION JOINT COMPACTED SUBGRADE PER STRUCTURAL SOIL REPORT. (!) CONCRETE FOOTING StepConc-06-009.dwg CONCRETE STEPS SCALE 1/2" , 1' H SPLIT -· ... '. ·: *f ' . --- . . . .. .; . . . -~ ~ .. _ ' 1,· ,>" ... © SCALE 1/4" , 1• 4" HIGH ORCO SPLIT FACE COLUMN CAP. COLOR: TAN • 18 X 8 X 18 ORCO SPLIT FACE COLUMN BLOCK. COLOR: TAN. FINISH GRADE CONCRETE FOOTING • DEPTH, SIZE, AND REINFORCEMENT PER STRUCTURAL ENGINEER. UNDISTURBED OR RECOMPACTED SUBGRADE PER STRUCTURAL SOILS REPORT. PllastorSpllt-06-009.dwg ACE BLOCK PILASTER I SCALE 1/2" , 1 • • DOWLED CONSTRUCTION JOINT SAW CUT CONTRACTION JOIN1' Q) 1/2" DIAMETER X 24" LENGTH REBAR DOWEL • ENCASE 50% OF DOWEL IN "SPEED DOWEL' SLEEVE © 13 REBAR @ 18" O.C. BOTH WAYS IN PEDESTRIAN USE AREAS, 14 REBAR @ 18" O.C. BOTH WAYS IN VEHICULAR USE AREAS • REBAR MUST BE PROPERLY BLOCKED OR CHAIRED TO INSURE THAT REBAR IS CENTERED IN SLAB DURING CONSTRUCTION· NO MANUAL STABILIZATION OF STEEL DURING POUR SHALL BE PERMITTED <!) SAW CUT • JOINT DEPTH TO BE 1/4 OF OVERALL DEPTH OF CONCRETE. SEE PAVING LEGEND FOR JOINT WIDTH © "SPEED DOWEL' SLEEVE @ 24' O.C. CENTERED IN SLAB. PHONE (800) 325-9504 FOR "SPEED DOWEL" INFORMATION <!) CONCRETE PAVING • SEE PAVING LEGEND FOR COLOR AND FINISH (!) GRADED SUB-BASE IF REQUIRED (SEE STRUCTURAL SOILS REPORT FOR MATERIAL, DEPTH, AND COMPACTION RECOMMENDATIONS) (D COMPACTED SUB GRADE PER STRUCTURAL SOILS REPORT RECOMMENDATIONS © DEPTH VARIES, 6" VEHICULAR USE AREAS, 4" PEDESTRIAN USE AREAS NOTE: THE REINFORCEMENT, CONCRETE DEPTH, AND SUBGRADE RECOMMENDATIONS NOTED IN THIS DETAIL ARE MINIMUMS. SHOULD STRUCTURAL SOILS REPORT RECOMMENDATIONS EXCEED THOSE STATED ABOVE, THE STRUCTURAL SOR.S REPORT SHALL SUPERSEDE THIS DETAIL. ConcJolnlsSawcut-00-000(121. dwg B CONCRETE JOINTS - 7 8 ® -/::lil ' :'o d I II • !,, p • • 0 ' .., d '-I I u SAWCUT SCALE 1' , 1· • • 3 • -6" O.C. ITYP J SPACING TO MATCH ARCHITECTURE BALCONY RAILINGS A <D -: _, ' ,_;-;-: -'Tf _I -1 ISOLATION JOINT @ VERTICAL SURF ACE 1/4" POLYSTRENE FOAM SET 1" BELOW FINISH SURFACE. FILL WITH APPROVED ELASTOMERIC JOINT SEALANT IF REQUIRED. COLOR TO MATCH ADJACENT CONCRETE COLOR CONCRETE PAVING • SEE CONCRETE JOINTS DETAILS VERTICAL SURFACE (BlDG, CURB, STEP RISER, EQUIPMENT FOUNDATION ETC.) GRADED SUB-BASE IF REQUIRED !SEE STRUCTURAL SOILS REPORT FOR MATERIAL, DEPTH, AND COMPACTION RECOMMENDATIONS) ConlsoJoint•00-0001121 CONCRETE ISOLATION JOINTS SCALE 1" , 1· (!) RETAINING WALL PER CIVIL ENGINEER'S PLANS • WALL TO HAVE STUCCO FINISH TO MATCH ARCHITECTURE <!) PRECAST CONCRETE CAP TO BE OUICKCRETE Q-V12SWC COLOR TO BE ADOBE WITH ACID ETCH FINISH. ~!D AL TERNA TE: CAST IN PLACE CONCRETE CAP @ 2" SO. TUBULAR STEEL POST TO MATCH ARCHTECTURE BALCONY RAILINGS © 1~ X \" TUBULAR STEEL HORIZONTAL RAILS TO MATCH ARCHITECTURE BALCONY RAILINGS (0 WATER PROOFING MEMBRANE © CONCRETE FOOTING • SIZE AND REINFORCEMENT PER STRUCTURAL ENGINEER Q) COMPACT SUBGRADE PER SOILS REPORT RECOMMENDATIONS @ ounJNE OF PLASTER BEYOND (111' SQUARE COLUMN BLOCK) <!) PRECAST CONCRETE PILASTER CAP , TO BE QUICKCRETE Q-H17PC • COLOR TO BE ADOBE YIITH ACID WASH FINISH @ LIGHTING FIXTURE IIF REOUIREDI • REFER TO ELECTRICAL ENGINEER ·s Pl.AN DRA(NA GE NOTE; REFER TO CIVIL ENGINEER PLANS FOR ALL DRAINAGE INFORMATION AT RETAINING WALL CONDITION INCLUDING PERFORATED DRAIN. URBAN ARENA 3195 Red Hill Avenue -loft F Costa Mesa, California 92626 T. 71 ◄.75 ◄.4500 F. 714.754.4545 Orange County • San Diego• Merced L I C E CALIFORNIA CALIFORNIA ARIZONA UTA~ NEVADA ACAD FILE: JOB NO.: SCALE: DATE: BID DATE: N s E s #4192 #539 #3905 #32522 #379520-5301 -L2.2ConDet.dwg 06-009 Various 05-10-07 1 ST SUBMITTAL !COUNTY): 1ST SUBMITTAL PLANNING): 2ND SUBMITTAi.: 02-20-07 02-21-07 05--10-07 C L I E N T TCR E-TUBULAR STEEL GUARDRAILS ATOP RETAINING WALL SCALE 1/2" , t· Trammell Crow Restoontlal 941' SOUTH COAST DRIVE # 400 COSTA MESA, CA. 92626 T: (714) 966-9355 F: (714) 966-9355 1 • Ill 12· ~ PLAN VIEW • HANDRAILS . · .. STEP M0$1N$ WAI !HTS) HANDRAILS AND STEPS <D © © ~----7 © © <D I © I ..I.. © I I © I © ® © ® ® ADJACENT PILASTER • SEE CONSTRIJCTION,!!\;~ff,,.,..,.,.~.,. . ., 2" SQUARE X 10 GA. TUBULAR STEEL RAIL 6" WIDE CONCRETE CHEEK WALL COLOR & FINISH TO MATCH ADJACENT PA YING 3/4" SQUARE X 1& GA. TUBULAR STEEL PICKETS 2' SQUARE X 10 GA. TUBULAR STEEL POST CONCRETE PAVING • SEE CONSTRUCTION Pl.AN FOR TYPE CONCRETE STEP • SEE CONSTRUCTION PLANS FOR SPECIFICATIONS CONCRETE FOOTING PER STRUCTURAL ENGINEER COMPACT SUB GRADE PER GEOTECHNICAL SOIL ENGINEER ·s RECOMMENOA TIONS HANDRAILS TO TERMINATE INTO PILASTER TREAD WIDTH EXPANSION JOINT STEP LIGHT AS REQUIRED • REFER TO LIGHTING ENGINEER ·s PLAN FOR SPECIFICATIONS METAL NOTE: I• ALL METAL FASTENERS AND HARDWARE TO BE GALVANIZED. ALL CONNECTIONS TO BE CONTINUOUS WELDED. REMOVE ALL SLAG AND SPLATTER AND GRIND ALL WELDS SMOOTH. All TUBING TO HA VE ENDS WELDED CLOSED. PAINT COLOR TO MATCH POOL FENCING !PAINT STEEL PER LANDSCAPE CONSTRUCTION SPECJFICA TIONSI . PROJECT BlUWnlfR I . ~JI I I;:;:,,;.,,_.>------< SIDE ELEVATION/SECTION • HANDRAILS HondrallsandSleps-0B-0091241 S H E E T T I T L E SCALE 1/2" , 1' NOTE: CONSTRUCTION DETAILS APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. REVISIONS MUST BE APPROVED BY PUBLIC 1£ALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER m m PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD 1--~---r.--------------~--~-~--~--1 7 0 PLANNING DEPARTMENT 6. ~=='-==============-==== LANDSCAPE Pl.ANS FOR: BLUWA TER CROSSING J-----+-_.,..,,"------------+---+------1----1----11 APPRO~.k'.,,(f...... !.a\: 1(.t;1.c7 /::, . ~~ I~ 6. ~====:::::::::~========;-;========~ DATE INITIAL ENGINEER OF WOR REVISION DESCRIPTION DA TE IHITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: CT04-11 442-4L I ., I 1· I ' I g B ~ 111 "' ill i!e <5 w u ~ w u Ci_ Ill I 0 u ti ~ 0 u < ~ ci ~ 'i: 0 "' 0.. "' ~ :!! u ~ 3 B 3 w ~ ~ D <D © INTERLOCKING PAVERS, SEE PAVING LEGEND SAND LEVELING COARSE INSTALL PAVERS FLUSH W/ TOP OF CONCRETE BAND © CONCRETE BAND, SEE PAVING SCHEDULE FOR COLOR AND FINISH (D 14 REBAR CONTINUOUS, CENTER IN BAND @ 1/4" TOOLED RAD. lTYP.I <D ADJACENT CONCRETE PAVING TO BE FLUSH WITH TOP OF BAND. ADJACENT PLANTER AREA TO BE 1-1/2" BELOW BAND AGGREGATE BASE, IF REQUIRED PER SOLS REPORT • TYPE, DEPTH, AND COMPACTION PER SOILS REPORT RECOMMENDATIONS COMPACT SUBGRADE PER SOILS REPORT RECOMMENDATIONS Paveirsh1ter. dwg INTERLOCKING PAVERS (ON GRADE) NTS • . . .... . . PAVfJ EOG£ RESTRAINT OM STRUCTURE • PAVEfl.l 01 STRUCTURI! . -.-/ -, . . .: . , PAVER EllQE ESTlfAINT: AT POOIUII EDGE .. . ·.• ... . 4 . .. • .. ~ ... .. . : 4 -. .. •.•. •· ~ . . ,i' . .. . .. -· .. 4·· "!. ·· •.. , .. :.,..d•,:.-·-.<'l PAVEi EDGf ESJl(AINT: •. PAVEi EPQ! RESTRMNT ON STRUCTURE PIIVERI OH STRUCTU,_ AT PODIUM EDGE INTERLOCKING PAVERS, SEE CONSTRUCTION LEGEND AND CONSTRUCTION SPECIFICATIONS. SLOPE TOP TO DRAIN • SEE CIVIL PLANS COMPACTED SAND SETTING BED • DEPTH VARIES BASED ON SLOPE OF STRUCTURAL SLAB AND FINISH SURFACE OF PAVERS ABOVE. DRAIN MAT AND WATERPROOFING PER PLANS BY ARCHITECT STRUCTURAL SLAB PER PLANS BY STRUCTURAL ENGINEER ITOP SLOPED TO DRAINI 1/4' RADIUS EDGE CONCRETE BAND· SEE CONSTRUCTION PLANS FOR SPECFICATIONS FILTER FABRIC-WRAP UP SIDES OF EDGE RESTRAINTTO BOTTOM OF PAVER 13 REBAR CENTERED IN CONCRETE EDGE RESTRAINT PODIUM TO BELOW GRADE WATERPROOFING PER PLANS BY ARCHITECT ALIGN FINISH SURFACE OF EDGE RESTRAINT AND ADJACENT PA RS 0 G INTERLOCKING PAVERS ON PODIUM "' (!) 8 X B X 18 CMU BLOCK W/ STUCCO FINISH • STUCCO COLOR TO MATCH ARCHITECTURE • GROUT SOLID WITH REINFORCEMENT PER STRUCTURAL ENGINEER BID AL TERNA TE; 8 X B X 18 CMU BURNISHED BLOCK WALL TO MATCH ARCHITECTURE Q) PRECAST CONCRETE CAP TO CUT FROM OUICKCRETE Q-V18SWC • COLOR TO BE ADOBE TAUPE WITH ACID ETCH FINISH @ DRAIN MAT AND WATERPROOFING PER PLANS BY ARCHITECT (!) STRUCTURAL SLAB PER PLANS BY STRUCTURAL ENGINEER <I) ADJACENT TOPPING SLAB • SEE CONSTRUCTION PLANS FOR SPECIFICATIONS © MORTAR LEVELIJ,IG BED (D ADJACENT PLANTER WALL • SEE PLANTER WALL ON STRUCTURE DETAIL PllaslerOnStruclure-04-061.dwg PILASTER ON STRUCTURE NTS <D © © © © © © © I EXPANSION JOINT ON STRUCTURE SAW CUT JOINT ON STRUCTURE 3/4' DEEP JOINT SEALANT OVER BACKER ROD CONCRETE PAVING • SEE CONSTRUCTION PLANS FOR CONCRETE FINISH. SEE PLANS BY STRUCTURAL ENGINEER FOR REltfORCEMENT. SLOPE TOP TO DRAIN • SEE CIVIL PLANS BACKER ROD IDIRECTL Y BELOW SEALANT! EXPANSION JOINT • USE "KOLD SEAL ZIPPER STRIP" OR EQUAL DRAIN MAT AND WATERPROOFING PER PLANS BY ARCHITECT STRUCTURAL SLAB tTOP SLOPED TO DRAIN! PER PLANS BY STRUCTURAL ENGINEER DEPTH VARIES BASED ON SLOPE OF STRUCTURAL SLAB AND FINISH SURFACE OF CONCRETE PAVING. SEE CIVL AND STRUCTURAL PLAHS. MINIMUM DEPTH PER STRUCTURAL PLANS SAW CUT • JOINT DEPTH TO BE 1/3 OF OVERALL DEPTH OF COIICRETE. ConcJolntsSawcut-06-009. dwg CONCRETE PAVING JOINT Q,N STRUCTURE lj 1==1 , :· 1~~~1 ( •,. 7"li I I . -I ~m--n,-.ffl=~ T ' Tr Ci) 12' WIDE CONCRETE BLOCK • GROUT & REINFORCEMENT PER STRUCTURAL ENGINEER·s DETALS & CALCULATIONS (D STUCCO • COLOR & FINISH TO MATCH ARCHITECTURE <!) PRECAST CONCRETE CAP TO BE QUICKCRETE 0-VlBSWC • COLOR TO BE ADOBE TAUPE WITH ACID ETCH BID AL TERNA TE: POURED-IN-PLACE <I) ADJACENT WALK / PAVING • REFER TO CONSTRUCTION PLANS FOR SPECIFICATIONS (D CONCRETE FOOTING • SIZE AND REINFORCEMENT PER STRUCTURAL ENGINEER @ .COMPACT SUB GRADE PER SOILS REPORT RECOMMENDATIONS LOW SEAT WALL C@ RAMP) • • • (D BULDINQ WALL PER ARCHITECT (D EXTERIOR WALL AT PODIUM PER PLANS BY ARCHITECT <!) INTERLOCKING PAVERS ON STRUCTURE, SEE DETAL G, THIS SHEET © STRUCTURAL SLAB ITOP SLOPED TO DRAINI PER PLANS BY STRUCTURAL ENGIJ,IEER NTS NTS Paver$lnlerlocklng0nStructureBulding06-009. dwg INTERLOCKING PA VEl~S ION IIW)N(I SmJCME) HTS B E >< < :Ii . .. CD © © ORCO 12 X .4 X 18 SPLIT FACE WALL CAP. COLOR: TAN. MORTAR TOP, SLOPE TO DRAIN, COLOR TO MATCH BLOCK COLOR. ORCO 8 X B X 18 2-SIDED SPLIT FACE BLOCK WALL. GROUT SOLID. COLOR: TAN. STEEL REINFORCEMENT PER STRUCTURAL ENGINEER . ORCO 8 l( 8 X 16 BLOCK "301' 2 SIDED, 3-SCORE SPLIT FACE BLOCK. COLOR: TAN. STEEL REINFORCEMENT PER STRUCTURAL ENGINEER. FINISH GRADE CONCRETE FOOTING • DEPTH, SIZE, AND STEEL REINFORCEMENT PER STRUCTURAL ENGINEER. © UNDISTURBED OR RECOIIPACTED SUBGRADE PER STRUCTURAL SOILS REPORT. NOTE: PROVIDE 1/2" CLEAR EXP. JOINT @ 40' O.C. MIN. AND/OR WHERE STEPS IN WAll HEIGHT OCCUR. WallSpllt-06-009.dwg 0 0 0 0 0 0 • 0 0 00 co 0 0 0 ai 0 0 ~ 0 0 1 0 00 00 0 ~-TYPICAL LAYOUT (D GEOBLOCK GB-5150 INTERLOCKING TAB JOINTS IPER PRODUCT SPECIFIC A TIONSI Q) GEOBLOCK GB-5150 SUPPORT BASE IPER PRODUCT SPECIFICATIONS! ' 3'-0' • 1 1 • "' l:i ) ) ~ 3'-6' l Plan View 111<-,11111_ acnON cow:a u. IIQn, ,--~3 ~=:,~:. ';",=::,:: :::,:::: -::::·.::~· ~ <I) COMPACTED SUBGRADE PER GEOTECHNICAL SOILS REPORT ilTI I 4 GENERAL NOTE: PER MANUFACTURES SPECFICATIONS IREFERANCE ONLY), CONTRACTOR TO VERIFY HEAVY FIRE TRUCK ACCESS & H-20 LOADING, INFREQUENT PASSES SINGLE AXLE LOADING -145 kN 132 KIPI TANDEM AXLE LOADING • 220 kN 148 KIP! GROSS VEHICLE LOADING • 36.3 TONNE 180,000 n,J MAXIMUM TIRE PRESSURE • 620 kP1 190 psil SUBGRADE CBR 4 FOR ADDITIONAL INFORMATION, CONTACT MANUFACTURER, GEOCHEM (907.562.5755) TurfBlock06-009. dwg URBAN AREN~ 3195 Red Hill Avenue· Loft F Cos la Mesa, California 92626 T. 714.754.4500 F. 714,754.4545 Orange County• San Diego• Merced SPLIT FACE BLOCK WALL NTS A GEOBLOCK TURF BLOCK L I C E N s E s NTS CALIFORNIA #4192 3·.o· II. fl .. ,I, •• • • ' ., .. •· II NOTES: UPPER DRAIN PER PLANS BY OTHERS LOWER DRAIN PER PLANS BY OTHERS TOPPING SLAB PER STRUCTURAL ENGINEER • SLOPE 1% MIN. TOWARD DRAIN DRAIN MAT AHO WATERPROOFING PER PLANS BY ARCHITECT BURGUNDY RED LAVA ROCK, AVALABLE FROM THOMPSON BUILDIJ,IG MATERIALS. © NATURAL GAS LINE, GAS REGULATOR, AND PENETRATION THROUGH STRUCTURAL SLAB PER PLANS BY PLUMBER. (D FILTER FABRIC PER PLANS BY OTHERS © 8 X 8 X 18 CMU SPLIT FACE BLOCK WALL • COLOR TO BE SELECTED-GROUT SOLID WITH REINFORCEMENT PER STRUCTURAL ENGINEER BID Al TERNA TE: 8 X 8 X 18 CMU BURNISHED BLOCK POURED IN PLACE COIICRETE WALL CAP / COUNTER TOP WITH l' RADIUS EDGE • COLOR TO BE DA VIS SANDSTONE COLOR WITH MEDIUM ACID WASH • REINFORCEMENT PER STRUCTURAL ENGINEER STRUCTURAL SLAB PER PLANS BY STRUCTURAL ENGINEER MORTAR LEVELING BED GAS LINE WITH GAS RING PER CONTRACTOR CONTRACTOR TO INSTALL SHUT-OFF. VAL VE AND A GAS LINE CONTROL SWITCH W/ SPARK ARRESTOR ELECTRICAL CONDUIT & PENETRATION FOR FIREPIT TIMER, SEE PLANS BY ELECTRICAL ENGINEER CALIFORNIA ARIZONA UTAH NEVADA ACAD FILE: JOB NOc SCALE: DATE: BID DATE: #539 #3905 #32522 #379520-5301 -L2.2ConDet.dwg 06-001 Various 05-10-07 1 ST SUBMITTAL !COUNTY): I ST SUBMITTAL PLANNING): 2ND SUBMITTAi:: 02-20-07 02-21-07 05-10-07 C L I E N T 1. REFER TO PLUMBING DRAWINGS FOR SPECIFIC DRAIN AND PIPE SPECIFICATIONS. @ ADJACENT TOPPING SLAB • SEE CONSTRUCTION PLANS FOR SPECFICATIONS TCR FIRE PIT ON STRUCTURE 3'-0' FlrePltOnStructure-Oij-009. dwg (l} SELF-LATCHING GATE LATCH. GATE LATCH/HANDLE ASSEMBLY BY CONTRACTOR LOCATED ON EXTERIOR IPUBLICI SIDE OF GATE. GATE MUST BE CAPABLE OF BEING LOCKED AND SECURELY CLOSED. Q) GATE HINGES -TO BE SELF-CLOSING, LOCATION AND TYPE PER CONTRACTOR 2' SQ. TUBll.AR STEEL POST (SEE STRUCTURAL PLANS FOR GAUGE AND SPACING! 1-1/2" SO. X 14 GA. TUBULAR STEEL TOP AND BOTTOM RAILS ADJACENT PLASTER AND PLANTER WALL PAVING • SEE CONSTRUCTION PLANS FOR SPECIFICATIONS 6' HIGH MET AL KICK PLATE (BOTH SIDES) FENCE POST ATTACHMENT TO STRUCTURAL SLAB PER PLANS BY STRUCTURAL ENGINEER. WATER PROOFING OF POST SUPPORT DEPRESSION PER PLANS BY ARCHITECT. PERFORATED WIRE MESH PANEL TO MATCH ARCHITECTURE WALL MOUNTED LIGHT IF REQUIRED • REFER TO ELECTRICAL ENGINEER ·s PLANS • MASONRY CONTRACTOR TO COORDINATE WITH ELECTRICAL CONTRACTOR TO PROVE SLEEVING AND ELECTRICAL CONDUITS. NOTES: • ALL METAL FASTENERS AND HARDWARE TO BE PREGALVAHIZED. • ALL TUBULAR STEEL SHALL BE COLD ROLLED STEEL COVERED WITH UNIFORM EXTERIOR G-90 PREGALVANIZED. ALL CONNECTIONS TO BE CONTINUOUS WELDED, AFTER PANEL IS FABRICATED, ALL WELDS SHALL BE COATED WITH COLD GALVANIZING. • PAINT STEEL PER CONSTRUCTION SPECIFICATIONS. COLOR TO MATCH METAL BALCONY RAILS PER PLANS BY ARCHITECT. SUBMIT SAMPLE TO OWNER AND LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. • CONTRACTOR TO SUBMIT FINAL SHOP DRAWING TO OWNER FOR APPROVAL PRIOR TO INSTALLATION. GateSteeIEnlry04-061.dwg NTS Trammell Crow Re.sk!etttlal 949 SOUTH COAST DRIVE # 400 COSTA MESA, CA. 92626 T: (714J 966-9355 F: (714) 966-9355 p R 0 J E C T lUWAlfR ROSSING CARLSBAD, CALIFORNIA S H E ET T I T L E TUBULAR STEEL COURTYRAD ENTRY GATE & FENCE NTS CONSTRUCTION DETAILS NOTE: APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER m m PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD i-------,--------.cA,.---------------.,---,-----,--------.--~ 8 0 '--" PLANNING DEPARTMENT 6 ~=::'....:=:::==============='--'====: LANDSCAPE PLANS FOR: BLUWATER CROSSING t---t-----,1',F----------------l------+----1----1-----.11 APPR~"I~~ g. t-ll__;f: II. 1,l •• , ~-~~====P=LA::'NN~i'it=-=-=-=-=-=-=-==-=-=-=-=-=-..~===D=A=TE'===! DA TE INITIAL ENGINEER OF WOR REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: NI CT04-11 442-4L 111 i 1 • C ~---------- I ' / I I ' / I ' / I I ' / I ' / I I ' / I ! ' / I I , .. ' / g~ I \./ I ii I /\. I I / ' I ;~ / ' I "' I / ' !II ! I / ' I I / ' I / ' I I / ' I / 2 ' I ---------- VARIES • SEE CONSTRUCTION PLANS FOR DIMENSIONS .. ·" ...... ' TUBULAR STEEL TRELLIS WITH STRING LIGHT ... ... .. • .. . :. . ti ' "' • • 1•-&• MIN. II ~I I 111 111111 I .. . ... . .. • PLANTER WALL (ON PODIUM) 1 '-0' i ~------½ •· . .. Ci:) 4' SQ. TUBULAR STEEL POST !SEE STRUCTURAL PLANS FOR ()AUGE SIZE) ANCHOR POST TO TOPPING SI.AB PER STRUCTURAL ENGINEER'S DETALS © i" DIA. STAINLESS STEEL CABLE WIRE • ATTACH TO POST WITH EYE BOLT OR EQUAL <I) STRING LIGHTS TO HANG ON J BOLT OR EQUAL • REFER TO ELECTRICAL PLANS FOR SPECIFICATION & POWER SOURCE J BOLT OR EQUAL POST CAP PER CONTRACTOR ELECTRICAL CONDUIT TO RUN INSIDE TUBULAR STEEL POST • REFER TO ELECTl!ICAL PLANS FOR POWER SOURCE ANCHOR POST TO TOPPING SLAB PER STRUCTURAL ENGINEER TOPPING SLAB • REFER TO CONSTRUCTION PLANS FOR PAVING SPECIFICATIONS NOTES: • ALL METAL FASTENERS AND HARDWARE TO BE PREGALVANIZED. • ALL TUBULAR STEEL SHALL BE COLD ROLLED STEEL COVERED WITH UNIFORM EXTERIOR G-90 PREGALVANIZED, ALL CONNECTIONS TO BE CONTINUOUS WELDED. AFTER PANEL IS FABRICATED, ALL WELDS SHALL BE COATED WITH COLD GALVANIZING, • PAINT STEEL PER CONSTRUCTION SPECIFICATIONS. COLOR TO MATCH METAL BALCONY RAH.S PER PLANS BY ARCHITECT. SUBMIT SAMPLE TO OWNER AND LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. • CONTRACTOR TO SUBMIT FINAL SHOP DRAWING TO OWNER FOR APPROVAL PRIOR TO INSTALLATION. (!) © © © © © <D © © TrelllsSleelStrlngllghtCourlyard-06-009.dwg SCALE 1/2' , 1· DRAIN PIPE AND SURFACE DRAIN PER Pl.ANS BY OTHERS GRAVEL PACK AROUND UPPER DRAIN PER PLANS BY OTHERS FILTER FABRIC PER PLANS BY OTHERS DRAIN MAT AND WATERPROOFING PER Pl.ANS BY ARCHITECT UPPER DRAIN PER PLANS BY OTHERS TOPPING SLAB PER STRUCTURAL ENGINEER • SLOPE 1% MIN. TOWARD DRAIN LOWER DRAIN PER PLANS BY OTHERS PLANTER SOL MIX • SEE PLANTING SPECIFICATIONS. SLOPE SURFACE 2% MIN. TOWARD DRAIN 8 X B X 18 CMU BLOCK WITH STUCCO FINISH-STUCCO TO MATCH ARCHITECTURE· GROUT SOLID WITH REINFORCEMENT PER STRUCTURAL ENGINEER BID Al TERNA TE: 8 X 8 X 18 CMU BURNISHED BLOCK WALL TO MATCH ARCHITECTURE PRECAST CONCl1ETE CAP TO BE QUICKCRETE Q-V12SWC • COLOR TO BE ADOBE TAUPE WITH ACID ETCH BID ALTERNATE; POURED-IN-PLACE @ FACE OF BUH.DING @ STRUCTURAL SLAB PER PLANS BY STRUCTURAL ENGINEER @ ADJACENT PA YING • REFER TO CONSTRUCTION PLANS @ PLANTER INTERIOR FLASHING AT CAP PER PLANS BY ARCHITECT @ MORTAR LEVELING BED @ LIGHTING FIXTURE IIF REQUIRED) REFER TO ELECTRICAL ENGINEER'S Pl.ANS FOR LOCATION NOTES: 1. REFER TO PLUMBING DRAWINGS FOR SPECIFIC DRAIN AND PIPE SPECIFICATIONS. 2. REFER TO CIVIL DRAWINGS FOR DRAIN LOCATIONS. WallPlanlerPodlum-08-009. dwg SCALE 1" , 1' A 12 '.9• (FIELD VERIFY) - ' • • • • • ~ 2 -3> -rs-,. -, • "' 1 ~ -<S), -2' --4 -{..Jj I·• -_,,_ -( ·-.;: . 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CAST IN PLACE CONCRETE WALL CAP TO BE DA VIS ADOBE COLORS WITH MEDIUM ACID WASH BID ALTERNATE: PRECAST CONCRETE CAP TO CUT FROM QUJCKCRETE Q-V18SWC • COLOR TO BE ADOBE TAUPE WITH ACID ETCH FINISH PH.ASTER BELOW ADJACENT PLANTER WALL TUBULAR STEEL POST CAP NOTE!i; ALL METAL FAS TENERS AND HARDWARE TO BE PREGALVANIZED • TEEL SHALL BE COLD ROLLED STEEL COVERED XTERIOR G-90 PREGALVANIZED. ALL ALL TUBULAR s WITH UNFORM E CONNECTIONS T FABRICATED, 0 BE CONTINUOUS WELDED. AFTER PANEL IS L WELDS SHALL BE COATED WITH COLD AL GALVANIZlffG • PAINT STEEL PE R CONSTRUCTION SPECIFICATIONS. COLOR TO ALCONY RAH.S PER PLANS BY ARCHITECT. MATCH METAL B SUBMIT SAMPLE APPROVAL PRIOR TO OWNER AND LANDSCAPE ARCHITECT FOR TO INSTALLATION. CONTRACTOR T APPROVAL 0 SUBMIT FINAL SHOP DRAWING TO OWNER FOR TO INSTALLATION. PRIOR • • Tr ellisSleelCable Wlr e-0 8-00 9.d wg URBAN ARENP\ 3195 Red Hill Avenue-Loft F Costa Mesa, California 92626 I. 714.754.4500 F, 714.754,4545 Orange County • San Diego , Merced L I C E CALIFORNIA CALIFORNIA ARIZONA UTAH NEVADA ACAD ALE: JOB NO.: SCALE: DATE: BID DATE: N s E s #4192 #539 #3905 #32522 #379520-5301 -L2.2ConDet.dwg 06-009 Various 05-10-07 lSTSUBMITTAL (COUNTY): 1ST SUBMITTAL (PLANNING}: 2ND SUBMITTAi.: 02-20-07 02-21-07 05-10-07 C L I E N T TCR Tramrriefl Crow Residentlal 949 SOUTH COAST DRIVE # 400 COSTA MESA, CA. 92626 T: (714J 966-9355 F: (714) 966-9355 PROJECT S H E E T T I T L E TUBULAR STEEL TRELLIS WITH TENSIONED WIRE SCALE 1/2' , 1· CONSTRUCTION DETAILS NOTE: APPROVED FOR IRRIGATION A.ND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER m ~ PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD ~~--~~-~9~-~o . _ PLANNING DEPARTMENT LANDSCAPE PLANS FOR: BLUWATER CROSSING l---t-----i1¥--------c-------+--+--+--+-----I I APP~ Y? Ul-Jr 1\-t..i-•1 ~ . ~ = l--::-=::--+-::-:c:c:-:--+-.__------------~-+-=--c=-+,.--,--jf-c---=+---1 ~D=WN===e=v.-=====:::':~;"'-===PccR=o=JE=c=T=====.;--;::::==:::::'.:=====~ DATE INITIAL DATE INITIAL DATE INITIAL NO. DRAWING NO. ENGINEER OF WORI( REVISION DESCRIPTION OTHER APPROVAL CITY APPRpVAL ~~ :i CT04-11 442-41. : ' ' .l . 1 . ' J . .. j Hl1 ~ ~ ~ ~ () ~ ~ lil "' LU tO ;;: 0 t'.J z ~ ~ I 0 u IJ $ z 0 u ~ -< ~ I 0 if "' i ~ w 0.. j :s 3 LU u_ 8 0 u z i -~ ~ 13 i u ~ g 3 LU ;;: .:; ~ I g il:i ;;: ~ <= 0 z -< ra I LU lfi ~ i 0 :i: ~ "' 2 LU .! f i ~ "' ~ -< z: ~ 0 w iE S1 ~ @ "' :JJ =I -< :c "' I 0 ~ g 3 ~ ~ "' ~ Q,. w tO ;;: i5 z a § ::, Q,. a ~ ~ w ;;: G 8v11820710 3TAwu@.. CD ¾" THICK TEMPERED GLASS PANNEL W/ APPROVED CHANNEL CLIPS PER MANUFACTURER'S SPECS. © PROJECT LOGO & NAME ETCHED TO GLASS !FROSTED GLASS) @ PRECAST CONCRETE CAP TO BE OUICKCRETE Q-V126WC • COLOR TO BE ADOBE TAUPE WITH ACID ETCH BID ALTERNATE; POURED-IN-PLACE © CONCRETE BlOCK WITH STUCCO FINISH -STUCCO TO MATCH ARCHITECTURE BID ALTERNATE: BURNISHED BLOCK -REINFORCEMENT PER STRUCTURAL ENGINEER'S DETAILS <!) "WAVE' ETCHED TO GLASS (D CHANNEL CLIP TO BE SET ONTO A CONTINIOUS NON-HARDENING SEALANT BED & ATTACHED W/ BOLTS PER MANUFACTURER ·s SPECIFICATIONS <z) TOPPING SLAB • REFER TO CONSTRUCTION PLANS FOR SPECIFICATIONS © STRUCTURAL SLAB BY OTHERS <!) DRAIN MAT AND WATERPROOFING PER PLANS BY ARCHITECT @ LINE OF EXPANSION JOINT ON PODIUM SEP ARA TE PERMIT REQUIRED QI) ALUMINUM POST • MOUNT PANEL CUSHION; SEAL, AND POST CAP PER MANUFACTURER'S SPECIFICATIONS, BORE HOLE IN WALL CAP TO RECEIVE POST, GROUT AND SEAL POST. POST DEPTH IN WALL PER POST MFGR. GlassGuardRallAlopLowt!lock-08-009(241 .dwg PODIUM GLASS GUARDRAILS 7"-6' FOUNTAIN ------ ------- l I:' --L-!.., t -t ft~~: -.. c:[ ':~ - -u·~~L·c:IT, L L Lt. :It !--Lf-!-- CD 6" X 12" X 12. -6" FT LONG COPPER BEAM © 4" X 8" X 3 '-0" LONG COPPER MEMBER @CONCRETE CAP TO MATCH PLANTER WALL CAP 12'-6" ',,.. ,·~"" '•:,,· ' --~ ,_ © HIGH STUCCO PILASTER • COLOR & FINISH TO MATCH ARCHITECTURE - BID AL TERNA TE: BURNISHED BLOCK PILASTER <!) ADJACENT PLANTER WALL -REFER TO PLANTER WALL DETAIL <!)FOUNTAIN BOND BEAM & WATER PROOFING PER FOUNTAIN CONTRACTOR <z) 2' LAYER OF BLACK PEBBLES (D WATER LEVEL LINE <!) FOUNTAIN PUMP, FILTER, DRAIN AND WATER SUPPLY & RETURN LINE PER FOUNTAIN CONTRACTOR -PENETRATION THROUGH STRUCTURAL SLAB PER PLANS BY PLUMBER @ FOUNTAIN LIGHTS PER POOL CONT~ACTOR • E.LECTRICAL CONDUIT & PENETRATION FOR FOUNTAIN LIGHTS, SEE MECHANICAL & ELECTRICAL ENGINEERS PLANS. PLAZA FOUNTAIN r - SCALE 1/2" , 1· ---------------------1 "' -, J "JI I I I I I I '--..J I I I !C? 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TO CONSTRUCTION PLANS @DRAI.N MAT AND WATERPROOFHIG PER PLANS BY ARCHITECT SCALE 1/2' , 1' ;-~r~~ I I I I I . ~-:_ -~ = = -:::-_:---~ 10 FRONT ELEVATION CD DRAIN MAT AND WATERPROOFING PER PLANS BY ARCHITECT © STRUCTURAL SLAB BY OTHERS @ TOPPING SLAB -REFER TO CONSTRUCTION PLANS FOR SPECIFICATION <!) POURED-IN-PLACE CONCRETE CONCRETE CAP WITH MEDIUM ACID WASH • COLOR TO BE NATURAL GRAY (D POURED-IN-PLACE CONCRETE CONCRETE CAP WITH MEDIUM ACID WASH • COLOR TO BE NATURAL GRAY <z) ADJACENT PLANTER WALL -REFER TO PODIUM PLANTER WALL DETAIL (D STUCCO FINISH -STUCCO TO MATCH ARCHITECTURE - BID ALTERNATE; BURNISHED BLOCK <!) OUTLINE OF PILASTER AP @ CONCRETE BLOCK • GROUT & REINFORCEMENT PER STRUCTURAL ENGINEER ·s DETAILS QI) POSTAL APPROVED CLUSTER MAIL BOX @ OPENNING FOR CLUSTER MAIL BOX SIDE ELEVATION SEP ARA TE PERMIT REQUIRED © 24" SQUARE PRECAST PAVER CAP BY STEPSTONE INC. COLOR TO BE CAL-ARCH ALMOND 114061 -AVAILABLE FROM THOMSON BLDG. MATERIALS. GROUT & REINFORCEMENT PER STRUCTURAL ENGINEER @ PROJECT LOGO / PLAGUE PER OWNER/SIGN CONTRACTOR MailBox-08-009 124l.dwg A F MAIL BOX KIOSK AT COURTYARD ENTRY CD ONE SIDE SPLIT FACE BLOCK RETAINING WALL PER CIVIL ENGINEER ·s PLANS • COLOR TO BE SELECTED © PRECAST CONCRETE CAP TO BE OUICKCRETE 0-V12SWC - COLOR TO BE ADOBE TAUPE WITH ACID ETCH BID ALTERNATE: POURED-IN-PLACE @ 2-SIDES SPLIT FACE BLOCK WALL ATOP RETAINING WALL • GROUT & REINFORCEMENT PER STRUCTURAL ENGINEER © CONCRETE FOOTING • SIZE AND REINFORCEMENT PER STRUCTURAL ENGINEER <!) COMl'ACT SUBGRADE PER SOILS REPORT RECOMMENDATIONS (D FACE OF BUILDING DRAINAGE NOTE: REFER TO CIVIL ENGINEER PLANS FOR ALL DRAINAGE INFORMATION AT RETAINING WALL CONDITION INCLUDING PERFORATED DRAIN. ,'. • :• r • • .: ,. ;I'" "~, )QI I)<>• I jml I,.,. I i"• I,... I ju p .. • I I .. • I l'i:::::::: I 1 .. , I Ju Im• ,... I . -. I I -~ SCALE 1/2" , 1' CD POURED·IN-PLACE CONCRETE CONCRETE CAP WITH MEDIUM ACID WASH -COLOR TO BE NATURAL GRAY © STUCCO FINISH • STUCCO TD MATCH ARCHITECTURE BID Al TERNA TE: BURNISHED BLOCK GROUT & REINFORCEMENT PER STRUCTURAL ENGINEER @ OUTLINE OF PILASTER CAP © CONCRETE BLOCK • GROUT & REINFORCEMENT PER STRUCTURAL ENGINEER'S DETAILS <!) POSTAL APPROVED CLUSTER MAIL BOX (D OPENNING FOR CLUSTER MAIL BOX <z) CONCRETE FOOTING -SIZE & REINFORCEMENT PER STRUCTURAL ENGINEER'S DETAILS I CALCULATIONS (D COMPACT SUBGRADE PER GEQTECHNICAL SOIL ·s ENGINEER REPORT RECOMMENDATIONS MaHBox-06-0Q9 (24).dwg LOW WALL SCALE 1/2' , 1· C SINGLE MAIL BOX KIOSK SCALE 1/2' , 1' !o L CD 2' SQUARE TUBULAR STEEL POST • ANCHOR POST TO CHEEK WALL PER STRUCTURAL ENGINEER'S DETAILS © 2' SQUARE TUBULAR STEEL TOP & BOTTOM RAILS @ POURED-IN-PLACE NATURAL GRAY RETAINING CHEEK WALL © ADJACENT CONCRETE RAMP (PAVING) -SEE CONSTRUCTION PLAN FOR SPECIFICATIONS © STEP LIGHT IF REQUIRED PER LIGHTING ENGINEER ·s PLANS (D CONCRETE FOOTING • SIZE & . REINFORCEMENT PER STRUCTURAL ENGINEER ·s DETAILS <z) COMPACT SUBGRADE PER GEOTECHNICAL SOILS ENGINEER'S REPORT RECOMMENDATIONS Handr alls A tR amp-08-00 91241 TUBULAR STEEL HANDRAILS @ RAMP SCALE 1/2' , I' NOTE: APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. URBAN AREN.t'\ 3195 Red Hill Avenue -loft F Costa Mesa, California 92626 I. 714.754.4500 F. 714.754.4545 Orange County• San Diego , Merced L I C E N s E s CALIFORNIA #4192 CALIFORNIA #539 ARIZONA #3905 UTAH #32522 NEVADA #379520-5301 ~USCAP 1" OCk t :; ~~ 11/2 * ....... 1.,i.oa _.AtoUI ACAD FILE: JOB NO.: SCALE: DATE: -L2.2ConDel.dw9 06-009 Various OS-10-07 BID DATE: l ST SUBMITTAL (COUNTY): 1ST SUBMITTAL (PLANNING): 2ND SUBMITTAL: 02-20-07 02-21-07 05-10-07 C L I E N T Trammell Crow Resklentlal 949 SOUTH COAST DRIVE # 400 COSTA MESA, CA. 92626 T : (714) 966--9355 F : (714) 966-9355 PROJECT BlUWnlfR t,': ·I~ :ui 11~' l"i-' !,., ;) f: 1:·\ (Li CARLSBAD, CALIFORNIA S H E E T T I T L E CONSTRUCTION DETAILS REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER ~ m PRIOR TD IMPLEMENTATION IN FIELD. CITY OF CARLSBAD ~-..--~~-.-~~o~~~o . -~ PLANNING DEPARTMENT LANDSCAPE PLANS FOR: BLUWATER CROSSING t----t---f"::..__------------+---+---+---+-~ I APP"F!M-{ %~fiJ-l.N 1\-i.~.~C1 1--D-A-TE-tcclN:c:IT::CIA.-::l-l"l:::,.-'-----------------+-D-A-TE-l--lN-IT-IA-L+-D-A TE-+-IN-I_TI_A~L ~D;:WN:;::::B;:Y:;::: ===~~=-=-=-P=-RO:;.=J-E::C-=T-=-N=o=.===;~=D=R=A=W=IN=G=N=o=. ~ ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~~ :i CT04-1t 442-4L ~ l I l ; 1 I I l ' 8 I i B NOT ASSIGNED NOT ASSIGNED (D ADJACENT BLOCK WALi. (D CONCRETE FOOTING • SIZE AND REINFORCEMENT PER STRUCTURAL ENGINEER © FINISH GRADE <!) 2" SQ, X 10 GA. TUBULAR STEEL FRAME © 4' SQUARE OPENING WIRE MESH • )i' WIRE STAINLESS STEEL (D LOCKABLE PLUNGER BAR & GATE .STOP UN CONCRETE FOOTINGI BY CONTRACTOR (D 4' X 4" TUBULAR STEEL POST !WALL THICKNESS PER STRUCTURAL ENGINEER) (D COMPACT SUBGRADE PER STRUCTURAL SOILS REPORT RECOMENDATIONS © HEAVY DUTY HINGES TO SWING OPEN BEYOND 90 DEGREES • PER CONTRACTOR NOTES: • ALL TUBULAR STEEL TO BE PREGALVANIZEO. • PAINT STEa PER CONSTRUCTION SPECIFICATIONS. PAINT COLOR TO MATCH METAL BALCONY RAILS PER PLANS BY ARCHITECT. SUBMIT SAMPLE TO OWNER AND LANDSCAPE ARCHITECT FOR APPORVAL PRIOR TO INSTALLATION. • ALL METAL FASTENERS AND HARDWARE TO BE GALVANIZED • ALL CONNECTIONS TO BE CONTINUOUSLY WELDED. • ALL TUBING TO HAVE ENDS WELDED CLOSED. • GATE TO SWING OUT AWAY FROM PROJECT. TRANSFORMER ACCESS GATE • ... • . ' ~ "' . "' b ':' . ... !A? "' ro ' . - TENANT' TENANT' TENANT' TENAN TENAN TENA CORNER MONUMENT e· -e· FIELD VERIFY • (I) POURED IN PLACE COLOR CONCRETE CAP WITH ACID ETCH FINISH • CONC.RETE COLOR TO BE SELECTED BID ALTERNATE: PRECAST CAP (D POURED IN PLACE COLOR CONCRETE TRIM PIECE / LEDGER WITH ACID ETCH FINISH • CONCRETE COLOR TO BE SELECTED BID AL TERNA TE: PRECAST © TENANT·s SIGNAGE (REQUIRES SEPARATE PERMIT! BY OTHERS (D PROJECT LOGO & NAME (REQUIRES SEPARATE PERMITI BY OTHERS (D STUCCO FINISH TD MATCH ARCHITECTURE <!) CONCRETE BLOCK • SIZE & REINFORCEMENT PER STRUCTURAL ENGINEER'S DETALS & CALCULATIONS <I) ANCHOR/ TIE DOWN PER STRUCTURAL ENGINEER'S DETAILS & CALCULATIONS <!) TUBULAR STEEL POST TO MATCH ARCHITECTURE TOWER (D TUBULAR STEEL CROSS BRACE TO MATCH ARCHITECTURE TOWER @ METAL ROOF TO MATCH ARCHITECTURE TOWER @ OUTLINE OF BATTERED BASE BELOW ® BATTERED BASE 5" <i!) CONCRETE FOOTING -SIZE & REINFORCEMENT PER STRUCTURAL ENGINEER ·s DETAILS & CALCULATIONS @ COMPACT SUBGRADE PER GEOTECHNICAL SOILS ENGINEER·s RECOMENDATIONS @ PROVIDE ELECTRICAL CONDUIT & SLEEVE FOR MONUMENT UPLIGHT AND TENANT'S SIGNAGE BACK-LIT URBAN AREN~ 3195 Red HIii Avenue• Loft F Costa Mesa. Colifornla 92626 T, 714,754.4500 F. 714.754.4545 Orange County • San Diego• Merced ,~•J• BLUWATE CROSSING 2 ' . • GaleTranolorrnor-06-009. dwg SCALE 1/4" , 1· D PLANTER WALL <ON GRADE) F ----IT---------7 11 I 11 11 I 11 II I II I L_ 11 I 11 ,----------- 11 I 11 1 11 _ 1=. ---=----=----=---:.=. _J-_J NOTE: SEP ARA TE PERMIT REQUIRED 5 MonurnenlCorner-08-009(241 .dwg SCALE 1/2" , 1' (I) PRECAST CONCRETE CAP TO BE QUICKCRETE Q-V12SWC - COLOR TO BE ADOBE TAUPE WITH ACID ETCH BID ALTERNATE; POURED-IN.PLACE 8 X B X 18 CMU BLOCK WITH STUCCO FINISH-STUCCO TO MATCH ARCHITECTURE-GROUT SOLID WITH REINFORCEMENT PER STRUCTURAL ENGINEER BID ALTERNATE: 8 X 8 X 1S CMU BURNISHED BLOCK WALL TD MATCH ARCHITECTURE (D PLANTER SOIL MIX • SEE PLANTING SPECIFICATIONS. SLOPE SURFACE 2% MIN. TOWARD DRAIN (!) WATERFROOFINQ MEMBRANE @ ADJACENT PAVING • REFER TO CONSTRUCTION PLANS <!) CONCRETE FOOTING -SIZE & REINFORCEMENT PER STRUCTURAL ENGINEER ·s DETAILS & CALCULATIONS <I) COMPACT SUBGRADE PER GEOTECHNICAL SOILS ENGINEER ·s REPORT RECOMENDA TIONS © PODIUM TO BELOW GRADE WATERPROOFING PER PLANS BY ARCHITECT NOTE: REFER TO CIVIL ENGINEER PLANS FOR PERFORATED DRAIN INFORMATION IF REQUIRED. WallPlanterPodlurn-06-009. dwg SCALE r , 1' APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. LICENSES CALIFORNIA CALIFORNIA ARIZONA UTAH NEVADA ACAD FILE: JOB NO,: SCALE: DATE: BID DATE: #4192 #539 #3905 #32522 ------:#379520-5301 -t2.2ConDel.dwg 06-009 Various 05-10-07 l ST SUBMITTAL {COUNTY): 1ST SUBMITTAL {PLANNING): 2ND SUBMITTA[; 02-20-07 02-21-07 05-10-07 C L I E N T TCR Trammell Crow Residential 949 SOUTH COAST DRIVE# 400 COSTA MESA, CA. 92626 T: {714) 966-9355 F : (714) 966-9355 PROJECT BlUWATfR CARLSBAD, CALIFORNIA SHEET TITLE CONSTRUCTION DETAILS REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST, PLANNING DIRECTOR AND DISTRICT ENGINEER ~ ~ PRIOR TO IMPLEMENTATION IN FlaD. CITY OF CARLSBAD ~~--~~~1~-~o ~ PLANNING DEPARTMENT t----+----f~.,....--------------+---+---+-----lr---1 LANDSCAPE PLANS FOR: BLUWATER CROSSING DA TE INITIAL ENGINEER OF WOR l----+-------~------11----+---+----+---11 APPr~~J . ~L;* ii -i,,.c,1 1------l---..;,~..,.._ ______________ .j._ _ __, __ -+----l>----I ~.· ========='I::'::=,A;'°'.NN=:INil"::==========;~===DA:::T:::E ====~ DATE INITIAL DATE INITIAL gr:oBfv: ---PROJECT NO. DRAWING NO. OTHER APPROVAL CITY APPROVAL l"RC'cVWD'!!'.cB~Ye._: -===l ~ __ C_T_04_-_11_~ ~--44_2_-4_L_~ REVISION DESCRIPTION f i I • , j ii :ill LANDSCAPI CONSTRUCTION SPECIFICATIONS 1. SCOPE: PROVIDE LABOR, MATERIALS, PERMITS, EQUIPMENT, SUPERVISION, SERVICES, TRANSPORTATION AND All OTHER ITEMS NECESSARY TO COMPLETE All CONSTRUCTION WORK AS INDICATED AND SPECIFIED WITHIN THESE PLANS BY URBAN ARENA. THE INSTALLATION SHALL BE COMPLETE IN EVERY RESPECT TO THE SATISFACTION OF THE OWNER. 2. GENERALI A. GENERAL CONDITIONS 1. IT IS THE INTENT THAT All IMPROVEMENTS SHALL BE CONSTRUCTED, ASSEMBLED AND INSTALLED IN AN EFFICIENT AND SATISFACTORY MANNER ACCORDING TO THE HIGHEST WORKMANLIKE STANDARDS. IMPROVEMENTS SHALL BE COMPLETE IN EVERY RESPECT AND SHALL BE LEFT READY FOR THEIR INTENDED USE AND/OR OPERATION BY THE OWNER. 2. THE CONTRACTOR SHALL CARRY ALL NECESSARY COMPENSATION, LIABILITY AND PROPERTY DAMAGE INSURANCE TO COVER HIS WORKERS AND INSTALLATION SO AS TO OFFER FULL PROTECTION TO THE OWNER FROM ANY POSSIBLE DAMAGE SUIT OR LIEN ON THE OWNER'S PROPERTY. 3. THE CONTRACTOR SHALL APPLY AND PAY FOR NECESSARY PERMITS AND FEES REQUIRED BY LOCAL GOVERNING CODES AND MUNICIPALITIES TO COMPLETE THE WORK. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ENCROACHMENT ONTO ADJACENT PROPERTY, RIGHT-OF-WAYS, EASEMENTS, SET-BACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED. 5. LOCAL, MUNICIPAL AND STATE CODES, LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY MADE A PART OF THESE PLANS AND SPECIFICATIONS. 6. THESE PLANS ARE PREPARED FOR THE CONVENIENCE OF THE CONTRACTOR; THE CONTRACTOR SHALL VERIFY All SITE CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AFFECTING THE INTENDED DESIGN OF THE CONSTRUCTION WORK. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNERS REPRESENTATIVE IMMEDIATELY. 7. ANY DISCREPANCIES BETWEEN THE SITE CONDITIONS AND THE CONTRACT DOCUMENTS AND/OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT IMMEDIATELY. ANY CONTINUATION OF WORK PRIOR TO THE RESOLUTION OF DISCREPANCIES IS AT THE CONTRACTOR'S RISK AND EXPENSE. 8. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF CONSTRUCTION ELEMENTS TO AVOID CONFLICTS WITH GRADING, PLANTING, IRRIGATION, UTILITIES, OR ENGINEERING OR ARCHITECTURAL FEATURES THROUGH THE OWNER~ REPRESENTATIVE. 9. PRIOR TO INSTALLATION, THE CONTRACTOR SHALL LOCATE BY STAKES, OR OTHER MEANS, All CONSTRUCTION ELEMENTS AS DELINEATED ON THE PLANS FOR APPROVAL BY THE OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT. l 0.THE CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO All UTILITIES, CONSTRUCTION, IRRIGATION AND PLANTING ELEMENTS, EXISTING OR NEW, MARKED OR UNMARKED, AND SHALL REPAIR OR REPLACE ANY DAMAGED IMPROVEMENTS IN A MANNER ACCEPTABLE TO THE OWNER'S REPRESENTATIVE. 11.ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING CODE. B. PLANS l. All CONSTRUCTION ITEMS SHALL BE LOCATED AS DIMENSIONED ON THE PLANS UNLESS OTHERWISE INDICATED IN NOTES, DETAILS, LEGENDS AND SPECIFICATIONS. 2. DIMENSIONS ARE TAKEN FROM FACE OF VERTICAL IMPROVEMENTS UNLESS NOTED ON PLANS. 3. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS OR DETAILS ON THE DRAWINGS. 4. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK, THE CONSTRUCTION SHALL BE THE SAME AS OTHER SIMILAR WORK SHOWN OR NIOTED ON THE PLANS. 3. PAVING A. GRADING l. CONTRACTOR SHALL VERIFY IN THE FIELD, THE EXTENT OF IMPORT OR EXPORT TO INSURE FINAL GRADES AND NIOTIFY OWNER OF All DISCREPANCIES WHICH SHALL AFFECT CONTRACTOR'S WORK PRIOR TO BEGINNING WORK. 2. All EXISTING Fill SOIL AND DISTURBED NATURAL SOILS ARE TO BE EXCAVATED AND REPLACED WITH PROPCRLY COMPACTED Fill PER THE STRUCTURAL SOILS REPORT. All FILLING, BACKFILLING, RECOMPACTION, ETC., IS TO BE ACCOMPLISHED ONLY UNDER THE SUPERVISION OF A SOILS ENGINEER. 3. EXPORT SOIL AND DEBRIS SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR AT CONTRACTOR'S EXPENSE. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL GRADES. 5. CONTRACTOR IS RESPONSIBLE FOR ACHIEVING POSITIVE DRAINAGE AT THE FOLLOWING MINIMUM GRADIENTS UNLESS OTHERWISE NOTED, l % IN PAVED AREAS, 2% IN ALL PLANTED AREAS. 6. All SUBSURFACE DRAIN LINES INDICATED ON THESE PLANS SHALL HAVE A MINIMUM ONE-HALF OF ONE PERCENT SLOPE CONSTANT TO OUTLET. B. PORTLAND CEMENT CONCRETE PAVING: All RECOMMENDATIONS FOR CONCRETE SUB-BASE REQUIREMENTS, SUB-GRADE REQUIREMENTS, COMPRESSIVE STRENGTH, SLAB THICKNESS, CONTROL JOINTS, REINFORCEMENT, ETC. OF ALL PAVING ON GRADE GIVEN WITHIN THE PLANS AND SPECIFICATIONS BY URBAN ARENA ARE MINIMUM STANDARDS. CONTRACTOR SHALL VERIFY SUB-BASE REQUIREMENTS, SUB-GRADE REQUIREMENTS, COMPRESSIVE STRENGTH, SLAB THICKNESS, CONTROL JOINTS, REINFORCEMENT, ETC. WITH THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL ENGINEER AND/OR PROJECT STRUCTURAi. ENGINEER. WHEN RECOMMENDATIONS OF THE PROJECT GEO TECHNICAL ENGINECR AND/OR PROJECT STRUCTURAL ENGINEER DIFFER FROM THE REQUIREMENTS GIVEN WITHIN THE PLANS AND SPECIFICATIONS BY URBAN ARENA, THE MORE STRINGENT RECOMMENDATIONS SHALL TAKE PRECEDENCE. 1. SUBMITTALS, A. BECAUSE CONCRETE COLORS AND FINISHES MAY BE ALTERED BY MANY FACTORS INCLUDING CEMENT COLOR, SAND COLOR, SLUMP, FINISHING PRACTICES, AND CURING METHODS, THE CONTRACTOR SHALL CAST TWO (2) SETS OF CONCRETE SAMPLES FOR REVIEW AND APPROVAL BY THE OWNER (ONE PRELIMINARY SET OF SAMPLES AND ONE FINAL SET Of SAMPLES). SAMPLES SHALL BE CAST FOR EVERY CONCRETE FINISH INDICATED ON THE PLANS AND SHALL CONTAIN JOINT TYPES SPECIFIED ON THE PROJECT, I.E. CONSTRUCTION, CONTRACTION (INCLJJDING DECORATIVE SAWCUTS), AND ISOLATION. THE CONTRACTOR SHALL FIRST CAST ONE 11) PRELIMINARY SET OF SAMPLES WHICH SHALL BE 12" X 12" SQUARE. PRELIMINARY SAMPLES SHALL BE ACCOMPANIED BY 8-½ X 11 DOCUMENTATION INDICATING CONCRETE MIX, AGGREGATES, SAND, INTEGRAL COLOR (AS APPLICABLE), CURING METHOD, AND SEALERS THAT ARE TO BE USED BY THE CONTRACTOR. AFTER THE PRELIMINARY SAMPLES AND DOCUMENTATION HAVE RECEIVED APPROVAL BY THE OWNER AND LANDSCAPE ARCHITECT, THE CONTRACTOR SHALL CAST (l) SET OF 4' X 4' X REQUIRED THICKNESS SQUARE FINAL SAMPLES. BOTH PRELIMINARY AND FINAL SAMPLES SHALL BE CAST USING THE EXACT CONTEMPLATED MATERIALS AND CONSTRUCTION TECHNIQUES INCLUDING CONCRETE MIX, AGGREGATES, SAND, INTEGRAL COLOR (AS APPLICABLE), CURING METHODS, SEALERS, ETC. SN~PLES SHALL BE CAST AT A LOCATION DESIGNATED BY OWN CR'S REPRESENTATIVE. APPROVED SAMPLES SHALL BE LEFT IN PLACE IF APPROVED BY THE OWNCR'S REPRESENTATIVE. CONTRACTOR SHALL PROTECT SAMPLES FROM DAMAGE OR LOSS. APPROVED FINAL SAMPLES Will BE THE STANDARDS FOR CONCRETE WORK. B. STATEMENT OF MIX DESIGN, SUBMIT (l) COPY OF STATEMENT OF MIX DESIGN PREPARED BY BATCH PLANT SERVICING PROJECT FOR EACH LOAD DELIVERED TO PROJECT. STATEMENT OF MIX DESIGN TO CONTAIN FOLLOWING INFORMATION: l. NAME, ADDRESS AND TELEPHONE NUMBER OF BATCH PLANT PREPARING STATEMENT OF MIX DESIGN. 2. DATE OF MIX DESIGN. 3. PROJECT LOCATION. 4. CONTRACTOR REQUESTING LOAD DELIVERY. 5. MIX DESIGN NUMBER. 6. INTEGRAL COLOR USED. 7. GRADATIONSFORSANDANDAGGREGATE. 8. MATERIAL WEIGHTS, SPECIFIC GRAVITY, AND ABSOLUTE VOLUMES. 9. BASIS OF TESTING, I.E. UBC 2605 D4 AND TITLE 24 2604 D4. l 0. WATER/CEMENT RATIO. 11. PSI RATING. 12. SIGNATURE Of TESTING LABORATORY MANAGER. l 3. SIGNED STAMP FROM REGISTERED PROJECT STRUCTURAi. ENGINEER OR ARCHITECT. 2. TESTING, A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING THAT FLATWORK COMPLIES WITH APPUCABLE CODES AND REGULATIONS OF MINIMUM WET AND DRY SLIP COEFFICIENT STANDARDS OF SAFETY FOR GOVERNMENTAL AGENCIES HAVING JURISDICTION. BOTH SAMPLES AND FINISHED FLATWORK SHALL BE TESTED. B. ALL CEMENT, AGGREGATE, REINFORCING STEEL, STRUCTURAL STEEL, ETC. SHALL BE FROM TESTED STOCK. COPIES C>F TEST REPORTS SHALL BE FURNISHED TO THE OWNE~S REPRESENTATIVE UPON REQUEST. 3. QUALITY ASSURANCE: A. IN ADDITION TO COMPLYING WITH THE APPLICABLE CODES AND REGULATIONS OF OOVERNMENTALAGENCIES HAVING JURISDICTION, CONTRACTOR SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND THE CRSI MANUAL OF STANDARD PRACTICES. WHERE THESE REQUIREMENTS CONFLICT WITH THIS SPECIFICATION, COMPLY WITH THE MORE STRINGENT PROVISIONS. B. PROPORTION AND MIX OF CEMENT, AGGREGATE, ADMIXTURE AND WATER TO ATTAIN REQUIRED PLASTICITY AND STRENGTH IN ACCORDANCE WITH CURRENT EDITION OF ACI MANUAL OF CONCRETE PRACTICE AND PCA "DESIGN AND CONTROL OF CONCRETE MIXTURES.' C. SLUMP, 1. MA)IJMUM, 5 · INCHES. 2. MINIMUM, 3 -INCHES. D. MINIMUM PSI RATING AT 28 DAYS, 2,500. E. CEMENT QUANTITY PER YARD OF MIX, l . MINIMUM, 6 SACK. 2. MA)IJMUM, 7 SACK. F. WATER/CEMENT RATIO, 0.630. 0.67 G. FINE AGGREGATE (WASHED CONCRETE SAND): 70% OF TOTAL. H. COARSE AGGREGATE (PEA GRAVE~, 30% OF TOTAL. I. THE USE OF FLYASH WITHIN CONCRETE PAVING IS NOT PERMITTED. J. ENSURE THAT BATCH PLANT GUARANTEES SINGLE SOURCE ('SOLE SOURCE, SUPPLY FOR CEMENT, FINE AGGREGATE, AND COARSE AGGREGATE FOR THE ENTIRE LENGTH OF PROJECT TO ENSURE UNIFORM COLOR THROUGHOUT. K. CONCRETE DELIVERY, DO NOT USE CONCRETE LOADS EXCEEDING 90 MINUTES FROM TIME OF BATCHING. L. SUBGRADES SHALL CONSIST OF SEMI-PERMEABLE NON-EXPANSIVE SOILS COMPACTED PER THE RECOMMENDATIONS OF THE GEOTECHNICAL SOILS REPORT AND SHALL BE GRADED TO A LEVEL PLANE PARALLEL WITH THE FINISH SURFACE. 4. REVIEW OF SITE CONDITION, A. EXAMINE THE AREAS AND CONDITIONS UNDER WHICH WORK OF THIS SECTION Will BE PERFORMED. CORRECT CONDITIONS DETRIMENTAL TO TIMELY AND PROPER COMPLETION OF THE WORK. DO NOT PROCEED UNTIL UNSATISFACTORILY CONDITIONS ARE CORRECTED. B. NOTIFY OWNER'S REPRESENTATIVE 24 HOURS BEFORE SCHEDULED START OF PLACING CONCRETE. EXCAVATIONS, FORMWORK, REINFORCEMENT, AND EMBEDDED ITEMS SHALL HAVE BEEN INSPECTED AND APPROVED BEFORE ANY CONCRETE IS PLACED. C. TREAT SUB-GRADE UNDER PAVED AREAS WITH WEED KILLER IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS. TAKE EXTREME PRECAUTION TO CONFINE WEED KILLER TO AREA COVERED WITH PAVING, AND PROVIDE NECESSARY PROTECTION INJURY OR DAMAGE TO LIFE OR PROPERTY. 5. PREPARATION, A. COORDINATE THE WORK OF THIS SECTION WITH RELATED WORK. ALL CONDUITS AND PIPES MUST BE BURIED A MINIMUM OF 6' BELOW SUBGRADE SURFACE AND PROPERLY RE-COMPACTED WITH NON-EXPANSIVE SOILS. DO NOT PLACE ANY CONDUITS OR PIPES WITHIN THE CONCRETE PAVING. 6. INSTALLATION: A. GENERAL: l. All CONCRETE SHALL BE FREE FROM DEFECTS, AND SHALL CONFORM TO THE SHAPES, DIMENSIONS AND FINISH GRADE ELEVATIONS AS INDICATED ON THE PLANS. DEFECTIVE CONCRETE SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR AT THEIR EXPENSE. 2. All EXPOSED SURFACES SHALL BE FREE FROM JOINT AND POUR UNESAND SHALL HAVE A UNIFORM TEXTURE. All CONCRETE SHALL CONFORM TO THE TEXTURES AND FINISHES AS CALLED FOR IN THE PLANS OR AS APPROVED DURING THE CONCRETE SUBMITTAL PERIOD (SEE 'SUBMITTALS' SECTION ABOVE). 3. WHEN CURING COMPOUNDS ARE USED, ADJACENT SURFACES SHALL BE PROTECTED BY CONTRACTOR FROM OVERSPRAY. 4. All WALKS SHALL DRAIN AT AMINIMUMOF 1%CROSSFALL, ORAS NOTED ON THE PLANS. 5. CONCRETE PADS IN FRONT OF BUILDING ENTRY SHALL BE FINISHED TO A GRADIENT NO GREATER THAN 2% TO A POINT 60" OUT FROM THE FACE OF THE BUILDING PER TITLE 24 CALIFORNIA STATE HANDICAPPED CODE. 6. CROSS PITCH ON ALL WALKING SURFACES SHALL NOT EXCEED 2%. 7. VERIFY SHAPE, HEIGHT AND LOCATION OF EXISTING STOOPS AND NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 8. OWNER'S REPRESENTATIVE SHALL APPROVE All FORMING PRIOR TO POURING OF CONCRETE. 9. ENSURE THAT FORM LUMBER IS NEW #2 OR BETTER GRADE WOOD ON All UPGRADED OR ENHANCED CONCRETE APPLICATIONS. PREVIOUSLY USED FORM LUMBCR SHALL NOT BE USED. B. CONVEYING, 1. WITH EACH LOAD, PROVIDE TICKET CCRTIFYING THE MATERIAi.SAND QUANTITIES AS WELL AS COMPLIANCE WITH THE APPROVED MIX DESIGN. C. REINFORCING, 1. SEE DETAILS AND THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL ENGINEER AND/OR PROJECT STRUCTURAL ENGINEER. D. JOINTING, 1. CONTRACTION JOINTS (CONTROL JOINTS, SAWCUTS AND TOOLED JOINTS): A. PLACE SAWCUT AND TOOLED CONTRACTION JOINTS IN LOCATIONS INDICATED ON DRAWINGS. B. PERFORM SAWCUT JOINTING WITH A NEW DIAMOND TIP CIRCULAR SAW AFTER SLAB HAS ATTAINED ITS INITIAL SET. C. SAWCUT JOINT WIDTH, PER DRAWINGS. DO NOT EXCEED 3/16 -INCH IN WIDTH. D. DEPTH OF SAWCUTS AND TOOLED JOINTS, l/4TH DEPTH OF SlAB. 1. DECORATIVE SAWCUT JOINTS, PER DRAWINGS. E. SAWCUT JOINTS IN A STRAIGHT LINE WITH NO OVERCUTTING. F. USE A HAND TOOL TO SAWCUT UP TO VERTICAL EDGES SUCH AS WALLS, STEPS, CURBS, AND COLUMNS. DO NOT OVERCUT INTO VERTICAL SUFACES OR ADJACENT CONCRETE. G. TOOLING TO BE DONE WHILE CONCRETE IS PLASTIC AND SHALL BE TRUE TO LINE AND PROFILE. H. JOINTING TOOL, SHALL BE 2" WIDE AT SURFACE, TAPERED, WITH TOP EDGES ROUNDED TO 1/8" RADIUS. I. TOOL OR OTHERWISE FORM GROOVES IN HANDICAPPED RAMPS IN ACCORDANCE WITH DRAWINGS AND TITLE 24 REQUIREMENTS. 2. CONSTRUCTION JOINTS (COLD JOINTS AND DOWLED CONSTRUCTION JOINTS), A. PLACE SAWCUT AND TOOLED CONSTRUCTION JOINTS IN LOCATIONS INDICATED IN DRAWINGS. B. PERFORM SAWCUT JOINTING WITH A NEW DIAMOND TIP CIRCUlAR SAW AFTER SLAB HAS ATTAINED ITS INITIAL SET. C. SAWCIJT JOINT WIDTH, PER DRAWINGS. DO NOT EXCEED 3/16 -INCH IN WIDTH. D. DEPTH OF SAWCUTS AND TOOLING, TO TOP OF FOAM. E. SAWCUT AND TOOL JOINTS IN A STRAIGHT LINE WITH NO OVERCUTTING. F. USE A HAND TOOL TO SAWCUT UP TO VERTICAL EDGES SUCH AS WALLS, STEPS, CURBS AND COLUMNS. NO CUTTING INTO VERTICAL SURFACES Will BE ALLOWED. 3. ISOLATION JOINTS (EXPANSION JOINTS), A. LOCATION AS SHOWN IN DRAWINGS BUT GENERALLY BETWEEN VERTICAL AND HORIZONTAL SURFACES, I.E. HORIZONTAL SLABS AGAINST WALLS, COLUMNS AND STEPS. E. INTEGRAL COLOR CONCRETE, 1. INTEGRAL COLOR FOR CONCRETE SHALL BE AS SPECIFIED ON PlANS. 2. USE OF AN ADMIXTURE SHALL NOT RELIEVE THE CONTRACTOR OF THE DESIGNATED CONCRETE STRENGTH REQUIREMENTS. 3. AIR ENTRAINMENT, DO NOT EXCEED 2%. 4. SHRINKAGE REDUCING: DO NOT EXCEED 2% BY WEIGHT OF CEMENT. NOTE: F. FINISHING, l. WHILE THE SURFACE IS STILL PLASTIC, PROVIDE A TEXTURED FINISH AS REQUIRED BY THE DRAWINGS, OR AS DIRECTED BY OWNER'S REPRESENTATIVE. 2. SMOOTH FINISH, STEEL TROWEL AND BURNISH TO A SMOOTH, DENSE, HARD FINISH. 3. SANDBLAST FINISH: SANDBLAST FINISH SHOLD BE APPLIED 1-2 DAYS AFTER CONCRETE HAS BEEN PLACED. SANDBLAST TEXTURE SHALL BE CONSISTENT THROUGHOUT THE PROJECT ACROSS All CONCRETE POURS. REFER TO APPROVED SAMPLE FOR DEGREE OF SANDBLAST FINISH. 4. BROOM FINISH, IMMEDIATELY AFTER CONCRETE HAS BEEN TROWELED AND JOINTS HAVE BEEN FORMED, BROOM FINISH WITH MEDIUM STIFF BRISTLE BROOM. 5. SALT FINISH: IMMEDIATELY AFTER CONCRETE HAS BEEN TROWELED AND JOINTS HAVE BEEN FORMED, SPREAD ROCK SALT AT A UNIFORM RATE OF ONE POUND OF CRYSTALS PER 10 SQUARE FEET OF CONCRETE SURFACE. TAMP CRYSTALS IN PLACE TO DEPTH REQUIRED TO OBTAIN AN ACCEPTABLE TEXTURE. AT THE PROPER TIME DISLODGE AND SWEEP UP CRYSTALS AND THEIR RESIDUE AND REMOVE FROM THE SITE. WASH CONCRETE SURFACE WITH A FOG SPRAY OF FRESH WATER. POWER WASHING Will NOT BE PERMITTED. 6. RETARDER FINISH, APPLY RETARDER IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 7. ACID-WASHED FINISH, A. APPLY MURATIC ACIDAT APPROXIMATELY 10:1 RATIO ABOUT 1 TO 2 DAYS AFTER CONCRETE IS PLACED. IN COLD AND RAINY CONDITIONS, MORE TIME MAY BE NEEDED FOR THE CONCRETE TO START THE HYDRATION PROCESS BEFORE ACID WASH CAN BE APPLIED. HANDLE ACID WITH CARE TO AVOID SPILLAGE AND STAINING. PREVAILING WEATHER CONDITIONS Will AFFECT TIMING AND STRENGTH OF ACID WASH. DAMP CURE SLAB OR USE CURING PAPER; DO NOT USE CURING COMPOUNDS. ACID WASHED FINISH SHAU BE CONSISTENT THROUGHOUT PROJECT ACROSS All CONCRETE POURS. REFER TO APPROVED SAMPLE FOR DEGREE Of ACID WASH FINISH. B. COLOR HARDENER, A. THE COLOR HARDENER SHALL BE AS SPECIFIED ON PLANS. B. COLOR HARDENER SHALL BE APPLIED EVENLY TO THE STILL PLASTIC SURFACE BY THE DRY-SHAKE METHOD AT THE RATE OF 60 POUNDS PER l 00 SQUARE FEET. IT SHALL BE APPLIED IN TWO SHAKES, WOOD FLOATED AFTER EACH, AND TROWELED ONLY AFTER THE FINAL FLOATING. 9. STAMPEDCONCRETE: A. STAMPED CONCRETE PATTERN SHALL BE AS SHOWN ON PLANS. B. COLOR SHALL BE AS SHOWN ON PlANS. C. CONCRETE MIX SHALL BE PLACED, SCREENED TO THE PROPER GRADE, AND WOOD FLOATED TO A UNIFORM SURFACE. WHILE THE CONCRETE IS STILL IN THE PLASTIC STAGE OF SETTING, THE SPECIAL FORMING TOOLS SHALL BE APPLIED TO PRODUCE THE DESIRED PATTERN AND TEXTURED SURFACE. D. A LIGHT BROOM FINISH SHALL BE APPLIED AFTER STAMPING TO PRODUCE A NON-SLIP FINISH AND SMOOTH EDGES, UNLESS OTHERWISE DIRECTED. l 0. CONCRETE STAIN, THE FOLLOWING CONCRETE STAIN SPECIFICATIONS ARE GIVEN AS MINIMUM STANDARDS. THE CONTRACTOR SHALL OBTAIN THE CONCRETE STAIN MANUFACTURER'S APPLICATION SPECIFICATIONS AND SHALL FOLLOW THE MANUFACTURER'S SPECIFICATIONS WHERE THEY EXCEED THOSE STATED BELOW. A. THE CHEMICAL STAIN SHALL BE AS SPECIFIED ON PLANS. IF NO STAIN MANUFACTURER IS SPECIFIED ON THE PLANS, 'LITHOCHROME CHEMSTAIN' AS MANUFACTURED BY L M. SCOFIELD COMPANY SHALL BE USED. B. COLOR SHALL BE AS SHOWN ON PLANS. C. CONCRETE SHALL BE FULLY CURED AND CLEAN OF DIRT, Oil, COATING, ETC. DO NOT USE ACID SOLUTIONS FOR CLEANING. NEW CONCRITT SHALL BE CURED USING CURING PAPER. D. APPLY CHEMICAL STAIN AND SCRUB WITH AN ACID-RESISTANT, MEDIUM STIFFNESS, UNCOLORED NYLON BRUSH. HANDLE CHEMICAL STAIN WITH CARE TO AVOID SPILLAGE AND STAINING. ALLOW SOLUTION TO REMAIN ON SURFACE BETWEEN APPLICATIONS AND FOLLOWING FINAL APPLICATION Al~INIMUM OF FOUR HOURS. NUMBER OF APPLICATIONS Will VARY AND Will BE DEPENDANT ON THE DESIRED COLOR, SATURATION, EFFECT, ETC. E. REMOVE RESIDUE BY WET SCRUBBING WITH A COMMERCIAL DETERGENT AND A ROTARY FLOOR MACHINE, THEN RINSING THE SURFACE UNTIL THE RINSE WATER RUNS CLEAR. DO NOT ALLOW SPlllAGE, REACTED RESIDUE, RUNOFF, OR DISCARDED EQUIPMENT TO CONTACT ADJACENT AREAS. COLLECT LIQUIDS AND RESIDUE BY WET-VACUUMING OR ABSORBING WITH INERT MATERIALS AND DISPOSE OF THEM IN ACCORDANCE WITH APPLICABLE REGULATIONS. G. CURING, l . CURING METHOD SHALL BE PER CONTRACTOR BASED ON WEATHER CONDITIONS, CONCRETE TYPE, CONCRETE COLOR, ETC. BUT SHALL BE SUBJECT TO APPROVAL BY OWNER AND LANDSCAPE ARCHITECT (SEE 'SUBMITTALS' SECTION ABOVE). CURING METHOD SELECTED BY CONTRACTOR SHALL CONFORM TO APPLICABLE ASTMAND ACI SPECIFICATIONS FOR CONCRETE CURING. 2. ANY CONCRETE DEFECTS SUCH AS SHRINKAGE CRACKS, SPIDER CRACKS, AND CURLING TflAT ARE CAUSED BY IMPROPER CURING ARE UNACCEPTABLE. DEFECTIVE CONCRETE SHALL BE REMOVED AND REPLACED TO THE REQUIREMENTS OF THIS SECTION. H. SEALING, 1. SEALING MATERIAL SHALL BE PER CONTRACTOR BASED ON CONCRETE TYPE, CONCRITT COLOR, ETC. BUT SHALL BE SUBJECT TO APPROVAL BY OWNER AND LANDSCAPE ARCHITECT (SEE "SUBMITTALS' SECTION ABOVE). 2. APPROVED SEALING MATERIALS INCLUDE "REPELLO' AND 'COLORCURE' AS MANUFACTURED BY LM. SCOFIELD COMPANY. NEITHER OF THESE MATERIALS NEED BE USED, HOWEVER, SUBMITTED SEALING MATERIAL MUST MEET SIMILAR SEALING STANDARDS. 3. IF SEALING MATERIAL REQUIRES APPLICATION AFTER CONCRETE HAS CURED, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROPERLY CLEAN THE CONCRETE PRIOR TO SEALING AFTER CONCRETE HAS CURED (APPROXIMATELY 28 DAYS). I. FIELD QUALITY CONTROL: l. INSPECTION, REQUEST REVIEW BY OWNER'S REPRESENTATIVE OF EACH OF THE FOLLOWING ITEMS PRIOR TO CONTINUING WITH THE WORK: -LAYOUT -FORMING -SUB-GRADE PREPARATION AND REINFORCING STEEL INSTALLATION. -CONCRETE FINISHING. J. IRREGULAR OR DAMAGED CONCRETE: 1. REMOVE CONCRETE PAVING WHICH IS IRREGULAR OR DAMAGED (NOT TRUE TO LINE AND PLANE, NOT PROPERLY FINISHED, NOT PITCHED TO DRAIN, CRACKED, HONEYCOMBED, SPALLED, CONTAINS ROCK POCKETS, ETC). SUCH WORK SHALL BE REMOVED AND REPLACED TO THE REQUIREMENTS OF THIS SECTION AND PROVIDES A UNIFORM QUALITY AND APPEARANCE. K. PROTECTION, 1. PREVENT TRAFFIC ON SURFACES OF CONCRETE PAVING FOR A PERIOD OF 3 DAVS. PROVIDE, MAINTAIN AND REMOVE BARRICADES AS REQUIRED. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. URBAN AREN~ 3195 Red HIii Avenue -Lolt F Costa Mesa. California 92626 T. 714.754.4500 F. 71'.754.4545 Orange County -San Diego • Merced L I C E CALIFORNIA CALIFORNIA ARIZONA UTAH NEVADA ACAD FILE: JOB NO.: SCALE: DATE: BID DATE: N s E s #4192 #539 #3905 #32522 #379520-5301 l2.3ConSpec.dwg 06-009 NO SCALE 05-10-07 1ST SUBMITTAL (COUNTY): 02-20-07 02-21-07 05-10-07 l ST SUBMITTAL (PLANNING): 2ND SUBMITTAL: C L I E N T TCR Trainm .. ll Crow Residential 949 SOUTH COAST DRIVE # 400 COSTA MESA, CA. 92626 T: (714) 966-9355 F : (714) 966-9355 PROJECT lUWAlfR ~-·· R D S S I N G CARLSBAD, CALIFORNIA S H E ET T I T L E CONSTRUCTION SPECIFICATIONS RE\IISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER ~ ~ PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD t----,---,-A_--------------~---.---~--~---1 2 0 L!,. PLANNING DEPARTMENT 6. ;:====::..:::::===============:::=..-===~ !). LANDSCAPE PLANS FOR: 6. BLUWA TER CROSSING t--+----i'x''-------------+--+--+---+---1 I APPM~~..,,(Lr· ~~ l\ -'?,1·"', 1-c=:::-t-::-:=-:-F"----------------+---f-----l---+--·~ ~-=========::'.PU.~N';'.NIN".'°11:======:::;-;~-=-=-=-=-D=A-=TI!..::::-=-=-=-=~ DATE INITIAL DATE INITIAL DATE INITIAL OWN BY: PROJECT NO. DRAWING NO. ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~~ :~, CT04-11 442-4L I ! ~ ' ' • ' ' ' ! ~ r ! ~ t ! ' ' I ! ! ·r~ . I ... ' .. B. PAYERS SET IN CONCRETE: 1. MORTAR JOINTS: A. All MORTAR JOINTS SHALL BE PORTLAND CEMENT--UME MORTAR TYPE "S' AND CONFORM TO THE LATEST ASTM STANDARD. B. All VISIBLE JOINTS SHALL NOT EXCEED 1/2'. C. PAVERS SET IN SAND: l. SAND LEVELING COURSE SHALL BE UNGRADED PLASTER SAND. THICKNESS OF SAND LAYING COURSE SHALL BE UNIFORM TO INSURE AN EVEN SURFACE. THE SAND LAYING COURSE SHALL BE THE RESPONSIBILITY OF THE BRICK lAYER. 2. CONTRACTOR SHALL SATURATE SAND THOROUGHLY WITH WATER, THl;N THE SAND BED SHALL BE COMPACTED COMPLETELY SMOOTH, LEVEL, AND TO THE PROFILE REQUIRED FOR PROPER INSTALLATION. 3. PLASTER SAND SHALL BE SPREAD OVER THE INSTALLED PAVERS AND SHALL BE SWEPT INTO THE JOINTS AND EXCESS SAND REMOVED FROM SURFACE AREA AND DISPOSED OF OFF SITE. A ROLLER VIBRATOR OR PLATE VIBRATOR SHALL BE USED TO COMPACT THE PAVERSAND TO VIBRATE THE SAND DOWN INTO THE JOINTS BETWEEN THE PAYERS. D. INTERLOCKING PAVING STONES: l . MA TE RIALS: A. All INTERLOCKING CONCRETE PAVING STONES SHALL BE IN ACCORDANCE WITI-l THE PATTERN SHOWN ON 11-lESE PLANS AND WHERE DESIGNATED, THE PRODUCTS SHALL BEAS MANUFACTURED AND SUPPLIED BY: ___ _ B. SAND LEVELING COURSE SHALL BE A CLEAN WASHED SAND WITI-l 100% PASSING A NO. 4 SIEVI: AND AMAXJMUM OF 3% PASSING A NO. 200 SIEVE. THIS IS COMMONLY KNOWN AS PLASTER SAND. THICKNESS Of SAND LEVELING COURSE SHALL BE UNIFORM TO INSURE AN EVEN SURFACE. THE THICKNESS SHALL BEA MINIMUM OF l INCH AND A MAXIMUM OF 1-1/4 INCHES, THE SAND SHALL BE A MINIMUM OF l INCH AND A MAXIMUM 0~ 1-1/4 INICHES. 11-lE SAND LEVELING COURSE SHALL BE THE RESPONSIBILITY OF THE PAVING STONE INSTALLER. C. BASE COURSE SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL ENGINEER AND/OR PROJECT STRUCTURAL ENGINEER. 2. INSTAllATION: A. A CONCRETE PAVING STONE EDGER SHALL BE CONSTRUCTED TO THE DIMENSIONS AS INDICATED ON THE DRAWING, AND AT All LOCATIONS WHERE NO OTHER PORTLAND CEMENT CONCRETE SURFACE IS AVAILABLE TO CONFINE 11-lE AREA TO BE PAVED WITH PAVING STONES. PAVING STONE EDGER SHALL BE CONSTRUCTED IN ACCORDANCE WITI-l THE PROVISIONS OF SECTION "CONCRETE WORK". B. PAYERS SHALL BE DELIVERED AND UNLOADED AT THE JOB SITE ON PALLETS IN SUCH A MANNER THAT NO DAMAGE OCCURS TO THE PRODUCT DURING HAULING, HANDLING OR UNLOADING AT THE JOB SITE. PAVERS SHALL BE CLEAN AND FREE OF FOREIGN MATERIALS BEFORE INSTALLATION. C. CUTTING OF PAVE RS MAY BE DONE WITH EITHER A DOUBLE BLADED BREAKER OR A MASONRY SAW, HOWEVER, SHOULD CUTTING BE REQUIRED IN PRECISION DESIGNED AREAS, A MASONRY SAW IS RECOMMENDED. D. INSTALLATION SHALL START FROM A CORNER OR STRAIGHT EDGE AND PROCEED FORWARD OVER THE UNDISTURBED SAND LEVELING COURSE. PAYERS SHALL BE INSTALLED HAND TIGHT AND LEVEL ON THE UNDISTURBED SAND LEVELING COURSE. E. STRING LINES SHALL BE USED TO HOLD PATTERN LINES TRUE. PAVING WORK SHALL BE PLUMB, LEVEL. AND TRUE TO LINE AND GRADE; AND SHALL BE INSTALLED TO PROPERLY COINCIDE AND ALIGN WITH ADJACENT WORK AND ELEVATIONS. F. PLASTER SAND SHALL BE SPREAD OVER THE INSTALLED PAVERS AND SHALL BE SWEPT INTO THE JOINTS AND EXCESS SAND REMOVED rROM SURFACE AREA AND DISPOSED OF OFF SITE. A ROLLER VIBRATOR OR PLATE VIBRATOR SHALL BE USED TO COMPACT THE PAYERS AND TO VIBRATE THE SAND DOWN INTO THE JOINTS BETWEEN THE PAVERS. G. THE COMPLETED PAVING STONE INSTALlATION SHALL BE WASHED DOWN AND CLEANED TO PROVIDE A CLEAN, FINISHED INSTALLATION. E. ASPHALT PAVING: l. All ASPHALTIC CONCRETE PAVING, PATCHING AND CUTTING SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, {LATEST EDITION). 4. WALLS: A. GENERAL: l, All CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING CODE. 2. All MASONRY BLOCK COURSES FOR RETAINING AND FREESTANDING WALLS SHALL BE SET LEVEL; CONTRACTOR SHALL RESOLVE ALL DISCREPANCIES PRIOR TO COMMENCEMENT OF WORK. 3. All MASONRY BLOCK SHALL BE REINFORCED GROUTED SOLID MASONRY UNLESS NOTED OTHERWISE. GROUT SOLID All CELLS WHICH CONTAIN REBAR, BOLTS, ETC. GROUT SOLID ALL CELLS BELOW GRADE. ALL REINFORCEMENT, BOLTS, ETC. IN MASONRY SHALL HAVE A MINIMUM GROUT COVERAGE OF 3/4'. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR BACKFILLING AL.L WALLS TO GRADES PER PLAN, FINISH GRADING FOR RUNOFF SWALE BEHIND ALL WALLS, PERFORATED DRAIN LINES COMPLETE, WATERPROOFING All WALLS BElOW GRADE AND ALL EXCAVATION NECESSARY FOR THE EXECUTION OF MASONRY WORK. RELATIVELY NON-EXPANSIVf FILL SHALL BE USED IN BACKFILLING BEHIND WALLS. ALL RETAINING WALLS SHALL BE ADEQUATELY SHORED DURING THE BACKFILL OPERATION. 5. WALL FOOTING SIZE, SHAPE, AND REINFORCEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS REPORT AND/OR STRUCTURAL ENGINEER. 6. TOP OF WALLS SHALL BE CONSTRUCTED LEVEL UNLESS OTHERWISE INDICATED ON PLANS. 7. WALLS SHALL BE INSTALLED PRIOR TO WALK INSTALLATIONS. B. PLASTER l. All PLASTER FINISHES, TEXTURES AND COLORS SHALL MATCH REFERENCED ARCHITECTURE UNLESS OTHERWISE NOTED ON PLANS OR AS DIRECTED BY OWNER'S REPRESENTATIVE. APPLY A SAMPLE AREA FINISH PLASTER COAT OF 4' X 4' FOR OWNER APPROVAL PRIOR TO PROCEEDING WITH BALANCE OF PLASTER WORK. 2. APPLY A NON-YELLOWING WATER SEALER TO ALL PLASTER SURFACES AS APPROVED BY THE OWNER'S REPRESENTATIVE. C. MORTAR JOINTS: l. ALL MORTAR JOINTS SHALL BE PORTLAND CEMENT --LIME MORTAR TYPE "S" AND CONFORM TO THE LATEST ASTM STANDARDS. 2. All VISIBLE JOINTS SHALL NOT EXCEED 1/2". D. STONE VENEER: l. MORTAR SHALL BE ACCEPTED AS SPECIFIED ABOVE. E. TILE WORK: l. All MATERIALS AND CONSTRUCTION TECHNIQUES FOR TILE INSTALLATION SHALL CONFORM WITH THE LATEST ASTM AND ANSI STANDARD SPECIFICATIONS EXCEPT WHERE LOCAL BUILDING CODES OR ORDINANCES SUPERSEDE. 2. MORTAR BOND COAT AND GROUT SHALL BE LATEX PORTLAND CEMENT. CONSULT WITI-l THE MANUFACTURER FOR DIRECTIONS. 3. EXPANSION JOINTS SHALL BE LOCATED I'S PER PLANS AND DETAILS. 5. METALS: A. GENERAL: l. All CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO 11-lE CURRENT EDITION OF THE UNIFORM BUILDING CODE. 2. ALL FENCING AS SHOWN ON THE PLANS AND DETAILS IS INTENDED TO MEET 11-lE MINIMUM STATE AND LOCAL CODES. All CONDITIONS THAT DO NOT CONFORM SHALL BE BROUGHT TO THE OWNER REPRESENTAW/E'S AND LANDSCAPE ARCHITECT'S ATTENTION PRIOR TO FABRICATION AND INSTALLATION. 3. METAL WORK SHALL BE FREE OF DEFECTS WHICH IMPAIR STRENGTH, DURABILITY AND APPEARANCE. 4. PROTECT ALL DISSIMILAR METALS FROM GALVANIC CORROSION BY PRESSURE TAPES, COATINGS OR ISOLATORS. B. STEEL AND IRON: 1. ALL WELDS SHALL BE CONTINUOUS AND FREE FROM IRREGULARITIES. All EXPOSED CUTS AND WELDS SHALL BE GROUND SMOOTH. C. DECORATIVEALUMINUM: l. ALUMINUM SHALL HAVE A MINIMUM THICKNESS OF l/8' THICK. 2. ALL EXPOSED ALUMINUM SURFACES SHALL BE THOROUGHLY CLEANED AND PRIMED. THE APPROVED PRIMER SHALL HAVE A DRY FILM THICKNESS OF .5 Mil OR GREATER. All EXPOSED ALUMINUM SURFACES SHALL RECEIVE A BAKED-ON ENAMEL FINISH, WITH A DRY FILM OF THICKNESS OF .7 Mil OR GREATER. THE FINISH COLOR SHALL BE I'S INDICATED ON PLANS. D. ORNAMENTAL IRON FENCES: l. ORNAMENTAL IRON FENCE, POSTS, HARDWARE AND ACCESSORIES SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION IN COMPLIANCE WITH ASTM SPECIFICATIONS AS APPLICABLE. 2. ALL GALVANIZING SLAG SHALL BE REMOVED FROM METAL SURFACES PRIOR TO APPLICATION OF PRIMER. ALL METAL SURFACES SHALL BE CLEANED WITH ANCHEM METALPREP 79 OR EQUAL BY FULL IMMERSION, FOLLOWED BY IMMERSION IN ANCHEM GALVPREP SG-3 COATING CHEMICAL OR EQUAL IN STRICT ACCORD,'NCE WITH FACTORY PROCEDURES AND INSTRUCTIONS. 3. PRIMER SHALL BE 'ICI DEVOE COATINGS DEVGUARD ◄ 160-1000' [WHITE). APPLY ONE [11 COAT TO METAL I'S SPECIFIED BY THE PAINT MANUFACTURER. PRIMER SHALL BE APPLIED TO CLEAN, DE-GREASED, UNPAINTED, BARE METAL SURFACES. All WELDS SHALL BE CLEAN AND FREE OF SLAG. 4. ERECT PLUMB, STRAIGHT, TRUE AND ACCURATELY FIX IN PLACE, BRACE, REINFORCE, AND ANCHOR IN PLACE. GRIND All FIELD WELDS SMOOTH. 5. 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. E. PAINTING: GENERAL: ALL PAINTING SHALL BE EVEN AND FREE OF RUNS AND STREAl(ING. l. PAINTING METAL: A. All EXPOSED IRON AND STEEL SURFACES DESIGNATED I'S BEING PAINTED SHALL RECEIVE ONE {11 COAT OF 'ICI DEVOE COATINGS DEVGUARD ◄ 160-1000' [WHITE) PRIMER AND TWO [2) COATS OF 'ICI DEVOE COATINGS DEVSHIELD SERIES' Oil BASED PAINT. SEE PLAN FOR COLOR. B. All EXPOSED GALVANIZED METAL SURFACES DESIGNATED AS BEING PAINTED SHALL RECEIVE ONE [lJ COAT OF 'ICI DEVOE COATINGS DEVFLEX 4020-1000' [WHITEJ PRIMER AND TWO (2J COATS OF 'ICI DU LUX PROFESSIONAL SERIES'OIL BASED PAINT. SEE PLAN FOR COLOR. 6. CARPENTRY: A. GENERAL: I. All LUMBER SHALL BE AS SPECIFIED ON THESE PLANS. LUMBER SHALL BE GRADE MARKED AND SHALL CONFORM WITH THE STANDARD GRADING AND DRESSING RULES OF THE WEST COAST LUMBER INSPECTION BUREAU, OR THE CALIFORNIA REDWOOD ASSOCIATION. 2. ALL NON-VISIBLE STRUCTURAL LUMBER SHALL BE STRAIGHT AND TRUE WITH MINIMUM AMOUNT OF KNOTS AND OTHER DEFECTS, AND SHALL BE REASONABLY DRY, AND SHALL BE PRESSURE TREATED DOUGLAS FIR UNLESS OTHERWISE STATED. VISIBLE PORTIONS OF WOOD CONSTRUCTION ITEMS SHALL BE STRAIGHT AND TRUE, REASONABLY DRY, KNOT rREE, AND SHALL BE REDWOOD UNLESS OTHERWISE STATED. 3. ALL NAILING SHALL CONFORM TO THE UNIFORM BUILDING CODE NAILING SCHEDULE, HOT,DIP GALVANIZED Ni'JLS SHALL BE USED FOR All NAILING, FINISH NAILS SHALL BE USED FOR All EXPOSED JOINTING AND MITERED CORNERS. 4. ALL WOOD SHALL BE FREE OF HAMMER MARKS AND BENT NAILS. MASK OFF VISIBLE WOOD WHEN INSTALLING CONCRETE WORK AS APPLICABLE. 5. PRE-DRILL ALL LAG BOLT HOLES TO PREVENT WOOD SPLITS. 6. NAILS, BOLTS, AND WASHERS ARE TO BE HOT-DIPPED GALVANIZED UNLESS OTHERWISE NOTED. 7. GALVANIZED METAL FASTENERS SHALL BE USED AT ALL CONNECTIONS BETWEEN BEAMS AND POSTS, RAFTERS AND LEDGERS, POSTS AND FOOTINGS [UNLESS FLAGPOLED), UNLESS NOTES ON THE CONSTRUCTION DETAILS REQUIRE THEIR OMISSION. 8. ALL HARDWARE SHALL BE GALVANIZED AND PAINTED TO MATCH ADJACENT WOOD UNLESS OTHERWISE STATED. PRIOR TO PAINTING, GALVANIZED MATERIALS SHALL BE TREATED WITH "GALVA-WASH' {OR EQUIVALENl], AS PER MANUFACTURER'S SPECIFICATIONS. 9. DO NOT BUILD OVERHEAD PATIO STRUCTURES UNTIL ROUGH GRADE HAS BEEN ESTABLISHED AND COMPLETED. B. PAINTING/STAINING/PRESERVATIVES: GENERAL: All STAINING, PAINTING AND PRESERVATIVES SHALL BE EVEN AND FREE OF RUNS AND STREAKING. l. PAINTING WOOD: A. ALL WOOD DESIGNATED AS BEING PAINTED SHALL BE UNIFORMLY COATED TO THE SATISFACTION OF THE OWNER WITH 'ICI DU LUX PROFESSIONAL SERIES' PAINT I'S SPECIFIED OR APPROVED EQUAL. CONTRACTOR SHALL PAINT ONLY EXPOSED SURFACES. WOOD SHALL BE PRIMED WITH 'ICI DULUX ULTRA HIDE DURUS ALKYD PRIMECOAT #211 0' OR APPROVED EQUAL B. PAINTING: All WOOD (FENCES, OVERHEADS, BENCHES, ETC.] SHALL BE PAINTED TO MATCH BUILDING TRIM. VERIFY All PAINT TYPES AND COLORS WITH OWNER'S REPRESENTATIVE'S PRIOR TO CONSTRUCTION. 2. STAINING WOOD: A. All WOOD DESIGNATED AS BEING STAINED SHALL BE UNIFORMLY COATED TO THE SATISFACTION OF THE OWNER WITH SPECIFIED STAIN OR APPROVED EQUAL. CONTRACTOR SHALL STAIN ONLY EXPOSED SURFACES. SEMI-TRANSPARENT STAINS SHALL NOT BE APPLIED TO THE POINT OF BEING OPAQUE. WOOD SHALL NOT BE PRIMED PRIOR TO STAINING. B. STAINING: All WOOD (FENCES, OVERHEADS, BENCHES, ETC.) SHALL BE STAINED TO MATCH BUILDING TRIM. VERIFY ALL STAIN TYPES AND COLORS WITH OWNER'S REPRESENTATIVE'S PRIOR TO CONSTRUCTION. DO NOT PRIME OR PAINT STAINED WOOD. 3. WOOD PRESERVATIVES: A. APPLY 'WOODLIFE" {OR APPROVED EQUAL) ACCORDING TO MANUFACTURER'S RECOMMENDATIONS TO ALL VISIBLE (UNPAINTED) REDWOOD AND CEDAR UNLESS OTHERWISE STATED. 7. ELECTRICAL: A. LIGHTING: l. CONTRACTOR IS RESPONSIBLE FOR All WIRING AND LIGHTING ENGINEERING, LIGHTING AND ELECTRICAL WORK SHALL COMPLY WITH ALL LOCAL GOVERNING CODES AND REGULATIONS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING, ORDERING AND LOCATING ELECTRICAL P.O.C. WITH LOCAL GOVERNING AGENCIES AND OWNER. 3. CONTRACTOR SHALL INSTALL All LIGHTING ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 4. SCHEMATIC LIGHTING PLANS ARE FOR FIXTURE AND/OR SWITCH IDENTIFICATION AND LOCATION ONLY. 5. CONTRACTOR SHALL DESIGN, PROVIDE AND INSTALL All ELECTRICAL SYSTEMS ENGINEERING, FIXTIJRES, MATERIALS AND LABOR AS NECESSARY TO INSURE A COMPLETE INSTALLATION IN CONFORMANCE WITH THE INTENTION OF THESE SCHEMATIC DRAWINGS AND THE REQUIREMENTS OF ALL CONTROLLING AGENCIES. CONTRA<.TOR SHALL OBT,'JN ALL REQUIRED APPROVALS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHOP DRAWINGS, FEES AND PROCESSING REQUIRED TO OBTAIN ALL REQUIRED PERMITS. CONTRACTOR SHALL OBTAIN All REQUIRED PERMITS. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR All NECESSARY SLEEVES, STUB-OUTS, CHASES, PULL BOXES, JUNCTION BOXES, SWITCHES, TIMERS, AND RELATED EQUIPMENT AND MATERIALS AND SHALL COORDINATE THEIR INSTALLATION WITH All OTHER TRADES. 8. ELECTRICAL WORK SHALL COMPLY WITH LOCAL CODES AND REQUIREMENTS OF GOVERNING AGENCIES. All MATCRIAL SHALL BE NEW AND SHALL BEAR U.L LABELS. 9. LIGHT FIXTURES SHALL BE INSTALLED PER MANUFACTURER'S DETAILS AND WRITTEN SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. l 0. WIRING SHOWN ON PLANS IS DIAGRAMMATICALLY ROUTED FOR CLARITY. CONTRACTOR SHALL ROUTE TO AVOID CONFLICTS WITH STATIONARY ELEMENTS AND SHALL OBSERVE MINIMUM UTILITY CLEARANCES PER APPLICABLE CODES AND ORDINANCES OF GOVCRNING AGENCIES. ROUTING SHALL BE IN THE BEST LOCATION FOR FUTURE ACCESS AND MANTENANCE. 11. CONTRACTOR SHALL SUBMIT TO OWNER'S REPRESENTATIVE SHOP DRAWINGS AS NECESSARY TO INDICATE POINT OF CONNECTION, CIRCUITING AND INSTALLATION DETAILS FOR COMPLETE OPERATING SYSTEMS. 12. LANDSCAPE UP-LIGHTING SYSTEM{SJ SHALL BE CONTROLLED BY A PHOTO CELL{S) AS WELL AS TIMER{S) WITI-l A MANUAL SWITCH OVER-RIDE. All EQUIPMENT SHALL BE APPROVED BY OWNER. 13. LANDSCAPE UP-LIGHT INSTALLATIONS SHALL BE COORDINATED WITH THE INSTALLATION OF SPECIMEN TREES. REFER TO PLANTING PLANS AND CONTACT OWNER'S REPRESENTATIVE FOR APPROVAL OF PLACEMENT PRIOR TO FINAL INSTALLATION. 14. LANDSCAPE LIGHTING SHALL BE A MINIMUM OF 3' AWAY FROM THE EDGE OF ANY VEHICULAR AREA. 15. THE CONTRACTOR SHALL, FOR PUBLIC SAFETY, GIVE SPECIAL AffiNTION TO THE lllUMINATION OF ELEVATION CHANGES IN PEDESTRIAN AREAS. 8. POOLS, SPAS, AND WATER FEATURES: A. POOLANDSPA: l. POOL AND SPA INFORMATION SHOWN ON THESE PLANS IS SCHEMATIC, CONTRACTOR IS RESPONSIBLE FOR All UTILITY AND PLUMBING CONNECTIONS, NECESSARY PERMITS, AND INSPECTIONS. POOL AND SPA CONSTRUCTION SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LOCAL GOVERNING CODES AND REGULATIONS. 2. PRIOR TO CONSTRUCTION, SUBMIT SPECIFICATIONS ON ALL, POOL AND SPA EQUIPMENT FOR APPROVAL TO OWNER'S REPRESENTATIVE. 3. POOL AND SPA SURFACE FINISHES SHALL BE AS SPECIFIED ON PLANS. 4. CONTRACTOR SHALL VERIFY LOCATION OF ALL RELATED POOL EQUIPMENT AND ENCLOSURES WITH THE OWNER PRIOR TO INSTALLATION. CONTRACTOR SHALL BE RESPONSIBLE FOR REPi'JR OR REPLACEMENT OF All ITEMS DAMAGED OR REMOVED DURING CONSTRUCTION. B. WATER FEATURES: l. WATER FEATURE INFORMATION SHOWN ON THESE PLANS IS SCHEMATIC, CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY AND PLUMBING CONNECTIONS, NECESSARY PERMITS AND INSPECTIONS. WATER FEATURE CONSTRUCTION SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LOCAL GOVERNING CODES AND REGULATIONS. 2. PRIOR TO CONSTRUCTION, SUBMIT SPECIFICATIONS ON ALL, WATER FEATURE EQUIPMENT FOR APPROVAL TO OWNER'S REPRESENTATIVE. 3. WATER FEATURE SURFACE FINISHES SHALL BE I'S SPECIFIED ON PLANS. 4. CONTRACTOR SHALL VERIFY LOCATION OF All RELATED WATER FEATURE EQUIPMENT AND ENCLOSURES WITH THE OWNER PRIOR TO INSTALLATION. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR REPLACEMENT OF All ITEMS DAMAGED OR REMOVED DURING CONSTRUCTION. 9. MISCELLANEOUS CONSTRUCTION: A. CHAIN LINK FENCING: l. CHAIN LINK FENCING: SHALL BE BLACK VINYL, ___ GAUGE. 2. All FENCE HEIGHTS SHOWN ON CONSTRUCTION PLANS OR DETAILS ARE RELATIVE TO FINISH GRADE OF ADJACENT FLATWORK. 3. METAL FENCE POSTS, RAILS, BRACES, AND FITTINGS SHALL BE PAINTED WITH FLAT FINISH PAINT TO MATCH CHAIN LINK VINYL COLOR. PREPARE METAL AS SPECIFIED BY PAINT MANUFACTURER. B. DECORATIVE BOULDERS: l. DECORATIVE BOULDER SIZE AND LOCATION SHALL BE AS SHOWN ON PLANS. CONTRACTOR SHALL SCALE DRAWING FOR SIZE UNLESS OTHERWISE NOTED. PLACE FLATTEST, WIDEST SIDE DOWN WITH A MINIMUM OF SIX INCHES OF BOULDER BELOW GRADE SO THAT BOULDER DOES NOT APPEAR TO BE SITTING ON FINISH GRADE. ADDITIONAL INFORMATION MAY BE FOUND IN THE DETAILS. 10. GUARANTEE: NOTE: ALL CONSTRUCTION WORK SHALL BE GUARANTEED AGAINST All DEFECTS OF WORKMANSHIP AND MATERIALS, INCLUDING SETTLING OF GRADED AREAS, FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINALACCTPTANCE (COMPLETION) BY OWNER. THE CONTRACTOR SHALL PROVIDE A WRITTEN GUARANTEE ON HIS LETTERHEAD AT THE TIME OF THE FINAL INSPECTION. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. URBAN AREN~ 3195 Red HIii Avenue-loft F Costa Mesa, California 92626 T. 714.754.4500 F. 714.754.4545 Orange County -San Diego • Merced L C E CALIFORNIA CALIFORNIA ARIZONA UTAH NEVADA ACAD FILE: JOB NO.: SCALE: DATE: BID DATE: N s E s #4192 #539 #3905 #32522 #379520-5301 L2.3ConSpec.dwg 06-009 NO SCALE 05-10-07 I ST SUBMITTAL !COUNTY): 1ST SUBMITTAL PLANNING): 2ND SUBMITTAL: 02-20-07 02-21-07 05-10-07 C L I E N T TCR Tranunfi'U Crow Residential 949 SOUTH COAST DRIVE # 4DO COSTA MESA, CA. 92626 T: (714) 966-9355 F: (71 ◄) 966-9355 PROJECT lUWDlfR ""'--'-'----""-__..__-"'--L_____lUL G CARLSBAD, CALIFORNIA S H E ET T I T L E CONSTRUCTION SPECIFICATIONS REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST, PLANNING DIRECTOR AND DISTRICT ENGINEER m ~ PRIOR TO IMPLEMENTATION IN FIELD, CITY OF CARLSBAD t---r---n:"----------------r---f---1---+---l 3 PLANNING DEPARTMENT 0 ;:L=A=No==s=CAP::;E::PL=AN=S=F=O=R,==========--'==~ BLUWATER CROSSING ~=========:;=========::;=======================~ ~===:===~:;~======================r===:===1====1===: I APPRa~ J g, §i:Jf-11-i:T -..,., t-=;;;----t-;;=:-:----J""~----------------+c:-:-:::::-+==+-:--=+--c-c--l ~· ======::'.:P!.A~N~~~======:::;-;;:_.=.=.=.=..:::D_A=._lli:::._=._=._=._=._~ DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: PROJECT NO. DRAWING NO. ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~~ :~: CT04-11 442-4L i l .l I I . I,_ I I I i 54 51 I --11 I 1 I I --! L ___ J I wwilr.._ __ 1 Building 3 I I -·-J ·--7 I I __ .J I I I I I I I I IL I r---, I I I I 11 I 11 I I I I I ' . \.. I LJ T L, __ ....J r---, I I I I ' ' I:: - E .. ? r---.. 7 I I I I I D 5 I I I l Ll I I I I I .I ii L __ .J :::I 3 ~ • In 5 10 20 • = 30 r - • I I I I L __ ...J J. •! "~ 1i I"" I I I 1 '-----' • • • • • • ·11-r-1. I I L_ I I L__ __ _j L ___ _j Bui .1.11-11-11-11 Bu r---, I I I I 6 L ___ ..J _/ I I _J I • • • l -• 11 ---,: --I--' ' --I I I I I I ' I \J I I I I . I I I I I ' I I I I + =-;::;_;;:;; ' .=-: I::: L.,' IV i I URBAN AREN~ 3195 Red Hill Avenue-Loft F Cosla Mesa, California 92626 T. 714.754.4500 F. 71(.754.4545 Orange County. San Diego , Merced LICENSES CALIFORNIA CALIFORNIA ARIZONA UTAH NEVADA ACAD FILE: JOB NO.: SCALE: DATE: BID DATE: #4192 #539 #3905 #32522 -----...:#379520-5301 L3.0lrrPlan.dwg 06-009 1"= J0'-0" 05-10-07 1ST SUBMITTAL ICOUNTY]: l ST SUBMITTAL PLANNING): 2ND SUBMITTAL: 02-20-07 02-21-07 05·HJ.07 C L I E N T TCR EQUIPMENT LEGEND Trrunntf'll Crow Residential 949 SOUTH COAST DRIVE I# 40D COSTA MESA, CA. 92626 T: 1714) 966-9355 F : (714) 966-9355 ~ SY!I MFG. RAINBIRD NELSON ~ TRANSITION 0 ca <( -SIZE- w w en w z -.... :c ~ <C: ::::& NOTE: MODEL f PESB-R-SERIES W/PRS 7645 PURPLE 2• PVC SCH. 40 COPPER "K" PIPE COPPER "K" PIPE PURPLE PVC CLASS 200 PURPLE PVC CONTROL WIRE DESCRIPTION ELECTRIC REMOTE CONTROL VALVE-SIZE PER PLAN LOCKABLE QUICK COUPLING VALVE IRRIGATION MAINLINE OR LATERAL LINE PENETRATION AND TRANSISTION FROM COPPER PIPE TO PVC PIPE -INSTALL PER PLUMBING PLANS CONTROL WIRE PENETRATION -INST ALL PER ELECTRICAL PLANS IRRIGATION MAINLINE MAINLINE ON STRUCTURE-INSTALLED PER MECHANICAL ENGINEERS PLANS INSTALL RECLAIMED WATER STICKER 10" O.C. LATERAL LINE ON STRUCTURE-INSTALLED PER MECHANICAL ENGINEERS PLANS INSTALL RECLAIMED WATER STICKER 10 • O.C. IRRIGATION LATERAL LINE -SEE IRR. SPECS. FOR PIPE DEPTH IRRIGATION SLEEVE-SCH.40 UNDER WALKS AND SCH.BO ON VEHICULAR PATHS LOW VOLTAGE CONTROL WIRE IN SLEEVE/CONDUIT BELOW PODIUM. SLEEVE/CONDUIT SIZE TO BE 1 1/2" MIN. DIAMETER INSTALLED PER ELECTRICAL PLANS PROJECT n " lUWOlfR ROSSING CARLSBAD, CALIFORNIA S H E ET T I T L E IRRIGATION MASTER PLAN APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. <FOR REFERENCE ONLY) REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER ~ m PRIOR TO IMPLEMENTATION IN FIELD. . CITY OF CARLSBAD t----r--.-.----------------r--~-~--~---1 4 0 PLANNING DEPARTMENT :===:::'..--================:'...'::::====: DA TE INITIAL ENGINEER OF WOR REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL LANDSCAPE PLANS FOR: BLUWA TER CROSSING ,------------------------:--_-_-_-_-~------------------, .----------------------------------, ,_ ~x...----~ ••¢a~~~,k--~ NOTES 5!RE£.J SVRF''..,.--------, RE:CI.AIMEQ WATEI IE\RIGll.110N MAltn.lUE ltt Sl...E£Vt MOT!, , .. All "'ClJJ""' ••mt l"""I" PIP£ -·gr. I.JMJ.. el: PURft.[ ANO .Bl!l Ali SP!CJFIED I ~"~~ITTf{lli'0 ,'JI f~l¥~11.f , fol'OOijsmucnctt Of JIECUJllfD viXTEI M H OCTOSEI 18-~ , · ,O' MIUIMUII WA.mt JRRIGA110II MAJN:UN!. \lrllH SL££ ,r NIMUM INSPECTION PROCEDURES: 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 SUBMITT ALS, FOLLOWIHG COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WIU CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "FINAL LANOSCAPI! CERTIFICATION . FORII", 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 IRRIGATION NOTE: 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 TllE CITY WEB SITE AT: www.cl.carlsbad.ea.us/pdldoc.hlml?pid,340 TABLE SERVICE LINE CROSSING, POT ABLE MAINLINE CROSSING UTILITY NOTE: THE CONTRACTOR SHAU CON,ACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINING LANDSCAPE WORK SO THAT THE LANDSCAPE ARCHITECT CAN REl'EW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW I : l i • • I • i • • l i • • -1. .. , ... 0 , .. ,/ ' • • • CROSSOVERS RC MAIN JO DETAIL ABO ~Zl~~~ • • • • .. • • LEGEND NTS lh1ildlngl -i '"{" N.LC. (BY OTf.fERS) ,N.L(', 10\' onfiiRS) NQ"' W MAIN- Pl R CROSSING DL1ild.i11g3 -··-··-··-EXISTING RECYCLED WA 1ER SYSTEM CROSSOVERS OF RCW AND PW MAIN- RC MAIN TO BE SLEEVED PER CROSSING DETAIL ABOVE -IRRIGATION RECYCLED WATER AREA . ,,.,,.,,.,,., .. ,,. PROPOSED RECYCLED IRRIGATION WATER MAINLINE lln podium slabl ... RECYCLED WATER METER ...................... PROPOSED RECYCLED WATER SYSTEM ~ DOMESTIC WATER METER -·-·-PROPOSED RECYCLED IRRIGATION WATER MAINLINE I!!> FIRE HYDRANT '"'"" .,.,, '""'""'"" .... , ... , .. EXISTING DOMESTIC WA lER SYSTEM ® RECYCLED WATER WARNING SIGN !See Typical Signo Detail Above) ------PROPOSED DOMESTIC WATER SYSTEM Ill"""] BACKFLOW PREVENTER SIGNAGE NOTES: THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENfl.Y POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. Pl.ACE ON B-V2" X 11" SIZED SIGN. COLOR PURPLE BACKGROUND WITH BLACK LETTERING. ' l GUIDELINES FOR RECYCLED WATER US!! L IRRGA TE BETWEEli THE HOURI OF 10,00 PII AND 6:00 All ONLY. WATERING OUTSIDE THE TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHAU AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL. SCHEDULE, ' 2. IRl!GATE IN A MANNER THAT WIU MINIIIIZE RUN,OFF, POOLING, AND PONDING. .THE APPLICATION RATE SHAU NDT EXCEED THE INFL TRATION RATE OF THE SOIL TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE. LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, 11.E. EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION. 3. ADJUST SPRAY HEADS TO ELIIIINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS, STREETS AND SIDEWALKS. 4. MONITOR ANO MAINTAIN THE SYSTEII TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY RECOME APPARENT. 5. EDUCATE ALL MAINTENANCE PERSONNEi. ON A CONTINUOUS BASIS, OF THE PRESENC! OF RECYCLED WATER, AND THE FACT THAT IT 19 NOT APPROVED FOR DRINKING PURPOSES. GIVEN THE HIGH TURNOVER RA TE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORT ANT THAT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DALY BASIS. IT 18 YOU, THE LANDSCAPE CONTRACTOR, WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 8. OBTAIN PRIDR APPROVAL FOR ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBWTED TD, AND APPROVED BV, THE mSTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7. ALL RECYCLED WATER SPRINKLER CONTROL VALVES, STRAINERS, PRESSURE REGULATOR. QUICK COUPLERS. ISOLATION VALVES SHAU BE TAGGED WITH IDEIHIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 36 X 46, PURPLE IN COLOR WITH THE WORDS "WARNING • RECYCLED WATER • DO NOT DRINK' IMPRINTED ON ONE SIDI; AND "AVISA • AGUA IMPURA • NO TOMAII" ON THE OTHER SIDE. IMPRINTING SllALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANIEACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL 8. ONE TAG SHALL BE ATTACHED TO EACH APPURTENANCE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE WRAP OR 2. ATTACH TO SOLENOID WIJlE DIRECTLY OR WITH PLASTIC TIE WRAP OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 8. ALL SPRINKLER HEADS SHAU BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. a EACH AUTO MA TIC CONTROLLER Atll IT ·s ASSOCIATED EQUIPMENT SHAU BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH ANO SPANISH. WITH BLACK LETTERS r HIGH ON A PURPLE BACKGROUNG. THE SIGN SHAU BE Pl.ACED SO THAT IT CAN BE READILY SEEN BY ANY OPERETIONS PERSONNEL UTILIZING THE EQUIPMENT. TYPICAL SIGNS . · .· fl!.ACIC LQG~ , /.i .· . · .. · . . . . ·. . .·. . . · . · · · ·. PURPl.j!; BI.Cl(RDUND .. . . . .· ·. . ... · .... ·• ·r•' Bl.~ ~ ·· wARMNi: ·. ,dL~ wAlt;JI DO NPT DRINK. · R CYQL~p. WATER .-.,. !,5 111 · · ·· ~/gPN!s;.,q ·, ' ,. &L>.t!C LtTTmf ' .. --. z•. a'.Ack LtmRS JD' it 1r $1ZE . . ., ··.• . ·· . · . .till M,UMJNUJI; ,06~. AR$ l>t.Mrtie OR s11CliaO!I ~~ii. SiGIIS · TYPICAL SIGNS NTS NOTE: RECYCLED WATER STANDARD PLAN NOTES: t All WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER l)ISTRICT'B RULES AND REGULATIONS. 2. !>RINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EA TING AREAS SHAU BE PROTECTED AGAINST CONTACT WITH RECYCLED WATEI SPRAY, MIST, 01 RUNOFF. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, 01/ER-SPRAY AND IIISTING. 4-HOSE 8188 ARE STRICTLY PROIIBITED. S. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. e. NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CARLSBAD MUNICIPAL WATER DISTRICT. 7, ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATFR DIBTRICT'B RULES AND REGULATIONS. 8. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 9,0DP.11. TO &,DOA.II. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IIRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHAU BE ~DER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRGATION WITH WATER OF A LESSEI QUALITY THAT DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURI OF 9,00P.11. AND &,DOA.II. 9. BURIAL OF ALL WIIING AND PIPING SHALL MEET CARLSBAD MUNICff'AL WATER DISTRICT 'B RULES AND REGULATIONS. 10. NON-DE SIG NA TED USE AREAS SHAii. BE PROTECTED FROII CONTACT WITH RECYCLED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, 18 STRICTLY PROHIBITED. 1\ IRRIGATION HEADS SMALL BE RELOCATED OR ADJUSTED TN MINIMIZE OR ELIMINATE OVER-SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAL 12. RECYCLED WATEI QUICK COUPLING VALVES SllALL BE OF A TYPI! DESIGNED FRO THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER DISTRICT"S RULES AND REGULATIONS. 13. ON RECYCLED WATER SYSTEMS, AU APPURTENANCES !SPRINKLER HEADS, VALVE BOXES, ETCJ SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELIIIES AND SECTION 116815 OR THE CALIFORNIA HEALTH AND SAFETY CODE. 14. ALL IRRIGATION PIPES SHAU BE STENCILED WITH THE WARNING, "NON.POTABLE OR RECYCLED WATER," COLOR-CODED IPUJlPLEI AND LAI> WITH WARNING TAPE ANO STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT"S RULE AND REGULATIONS. 15. ON NEW ON-SITE !POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHOULD Bl! PLACED A MINIMUM OF FOUJl FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND /OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 111. CONSTANT PRESSURE RECYCLED WATER Llt£8 SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITES. 17. IF A CONSTANT PERSSURE RECYCLED WATER LINE MUST Bl! INSTAUED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTI\/E SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT"S RULES AND REGULATIONS. .. DEVB.OPER/CONTRACTOII SHAU CONDUCT A CRoss,:oNNECTOIN TEST AND COVERAGE TEST At DIRECTED BY CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DEGD COUNTY DEPARTIENT OF ENVIRONMENTAL HEALTH PRIOR TO ANY USE OF RECYCLED WATER. 11. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICWAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTIL COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 2D. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DD NOT DRINK' SIGNS SHALL BE CALLED OUT ON THE PLANS. 2\ WHEN RECYCLED WATER BECOMES AVAR.ABLE, AN ON-SITE USER SUPERVISOR SHAU BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHAU BE F AMILIAII WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, THE RECYCLED PURVEYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENT& OF A RECYCLED WATER SYSTEM. COPES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHAU BE PROVIDED TD THE CARLSBAD MUNICl'AL WATER lllSTRJCT AHD/OR THE SAN DEGD COUNTY DEPARTIIENT OF ENVIRONMENTAL HEALTIL IN CASE OF EMERGENCY CONTACT LARRY TRUE 1780) 438-6661 -----==cc...c=c..... __ _,.u ___ ....c..:..::.===---- MAINTENANCE SUPERVISIOR PHONE NUMBER LARRY TRUE T 1780) 438-6661 -----------~A----'-~~'-"'-'--'---- MAINTENANCE SUPERVISIOR PHONE NUMBER OR AFTER HOURS CONTACT 22. AU PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHAU BE SHOWN ON THE PLANB. 23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS ANO/OR DESIGNATED OUTDOOR EA TING AREAS ON THIS SITE. 24-EDUCATE AU MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER 18 MEANT FOR IRRIGATION PURPOSES ONLY, AND 18 NOT APPROVED FOR DRIN~G PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY IT 19 IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. 25. A PHYSICAL SEPERATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABL! WATER. SEPERATION SHAU BE PROVIDED BY DISTANCE, CONCRETE MDW STRIPI 01 OTHER APPRO\/ED METHODS. Baildjng 13 r I I l." I 0 , 15 30 60 90 URBAN AREN~ 3195 Red Hill Avenue-Loft F Cos1a Mesa, California 92626 T. 714.754.4500 F. 714.754.4545 Orange County • San Diego • Merced L I C CALIFORNIA CALIFORNIA ARIZONA UTAH NEVADA ACAD ALE: JOB NO.: SCALE: DATE: BID DATE: E N s E s ~DSCAP (,\\ OCk ( #4192 #539 #3905 #32522 #379520.5301 ///{,'., ' ~ ikiiina! ,.,,.. L3.0lrrPlon.dwg 06-009 1" = 40'-0" 05-10-07 1ST SUBMITTAL {COUNTY): ISTSUBMITTAL {PLANNING): 2ND SUBMITTAL: 02-20-07 02-21-07 05-10-07 C L I E N T Tr~u,ll Crow ~al 949 SOUTH COAST DRIVE # 400 COSTA MESA, CA. 92626 T: (714) 966-9355 F: (714) 966-9355 PROJECT BlUWnlfR S H E ET T I T L E RECLAIMED WATER EXHIBIT APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" REl/lSIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER m m PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD r--~~-+~~~--~~5. __ ~o _ PLANNING DEPARTMENT R.C.E. DATE: LANDSCAPE PLANS FOR: BLUWATER CROSSING R.C.E. R.C.E. REVIEWED BY: INSPECTOR DATE: REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL t----+--f":c'~---------t--i-----+---t---11 APPrf~~x (r, ~ l\. 'l,7-o1 l-=-:--:::::-+=:-:-:--J'.d. _________________ _j_j __ .)._ __ -+----+---1 ~-===========7U=='.:'_~NN'.:IN=Q==============,:;-;:===D=AT=E=== DATE DATE INITIAL DATE INITIAL OWN BY: PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: CT04-11 442,4L l 'IT1,-1·-, I 1' : I 1 'I" I PIPE SIZING NOTE• ALL LATERAL LINES DOWNSTREAM OF THE LAST NUMERICALLY SIZED PIPE SHALL BE NO SMALLER THAN 3/ 4" MAINLINE NOTE, IE IRRIGATION MAINLINE SHALL BE INSTALLED OUTSIDE THE STREET RIGHT OF WAY. DRAINAGE NOTE, IFOR AU. PODUl PLANTERS/POTS) nERE SHALL BE NO Pl'E TO Pl'E DRAINAGE FROM POTS 011 PlANTERS TO ~ STORM DRAtlS. ALL RECYCIID WATER MUST REMAl'I ON SITE REFER TO SHEET• 38 FOR RRIGATION LEGEND CHECK VALVES NOTE, OECK VAL YES SHALL BE INST AW3) AS REQll!RED TO PREVENT ALL LOW IE,\JJ DRAtJACE. SLEEVE NOTE SLEEVES SHALL BE INSTALLED FOR ALL IRRIGATION PIPES UNDER HARDSCAPE. ALL MAINLINE SLEEVES SHALL BE INSTALLED WITH A CONTROL WIRE SLEEVE IN THE SAME TRENCH. ALL COPPER MAINLINES SHALL BE INSTALLED WITH A CONTROL WIRE SLEEVE. "'~f'.""".,..,-,'"'f"~~ ,,_,..,,,;;:,,,~"·· ' ' NOTE: -·--· r,::=-:::::_-=::::::.~-==-.-·-, r 1-=c.c:c:JJ 7 / / / •-==ccc.cc:~,,,cc, -- C ,, 10 c // 1-1/2" ex. / ! r·---------i/ I CONTRAcitOR SHALL INSTALL 121 t9" 1;00---L . VALVES AlfD STUB 12) 1.5" LATERALS // . --.. : · RIR AllJACENT EXISTING LANDSCAPE 1-1/2t IRRIGATION. Ji i -----------------' "AS BUILT" ... SIGNATURE 4/9.2- LICENSE EXP. REVIEWED BY: INSPECTOR URBAN ARENA'. 3195 Red HIii Avenue.-Loft f co,ta Me,a, California 92626 T. 714.754.4500 F. 714.754.4545 Orange County • San Diego • Merced L I C CALIFORNIA CALIFORNIA ARIZONA UTAH NEVADA ACAD FILE:. JOB NO.: SCALE: DATE: BID DATE: C L E I N s E s #4192 #539 #~05 1132522 #379520-~301 L3.0lrrPlan.dwg 06-009 I"= 10'-0" 05-10-07 E N T TCR Tramnu,n Crow Residenllal 949 SOUTH COAST DRIVE # 400 COST A MESA, CA. 92626 T: (714) 966-9355 F: (714) 966-9355 • p R 0 J E C T lUWnTfR R O S S I N G CARLSBAb. CALIFORNIA S H E ET T I T L E AS-BUILT IRRIGATION PLAN APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. REVISIONS MUST BE APPROVED BY PIIIILIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER m m PRIOR TO IMPLEMENTATION IN FIELD. . CITY OF CARLSBAD t"---,------,-,;-----------------,,--,---.--.---1 6 . PLANNING DEPARTMENT :===::::'.....:::::=====================:'...'=~ LANDSCAPE PLANS FOR: BLUWA TER CROSSING t---t------t';:'------------+-----+---+----+--------11 APPROVED: tt-tl4--~it . PLbNING DATE INITIAL DATE INITIAL DATE IIITIAL ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: RVWD BY: PROJECT NO. CT04-11 DRAWING NO. 442-4L ) I I \ . ~~4i /i-" 1 I 2' •. ,, -... I I . I I I I I J. 1. •. -! .. l!!I .. ; - \ MATOI.INE -SEE SHEET 41 ,, . i<' '' .!:: :1, ! ,BuilfiLrig Z ;, i i j'i ~" .... , JRA~ WAL.Li BELfiW LIMIT OF WORK "AS BUILT" SIGNATU E LICENSE EXP. REVIEWED SY: INSPECTOR PIPE SIZING NOTE, ALL LATERAL LINES DOWNSTREAM OF THE LAST NUMERICAUY SIZED PIPE SHALL BE NO SMALLER THAN 3/ 4" CHECK VALVES NOTE, OECK VALVES SHAU. BE NST All8) AS REQLI® TO PREVENT ALL LOW IEAD DRAINAGE REFER TO SHEET• 38 FOR IRRIGATION LEGEND MAINLINE NOTE• IRRIGATION MAINLINE SHAU BE INST AUED OUTSIDE THE STREET RIGHT OF WAY. DRAINAGE NOTE, FOR AU. P0DUl PLAKTERS/POTSI TIERE SHALL BE NO PIPE TO Pl'E D~ACE FROM POTS OR PlANTBIS TO STORM DRAJ<S. ALL RECYQ.8) WATER MUST ~ ON SITE SLEEVE NOTE SLEEVES SHALL BE INSTALLED FOR All IRRIGATION PIPES UNDER HARDSCAPE. ALL MAIIILINE SLEEVES SHALL BE INSTALLED WITH A CONTROL WIRE SLEEVE IN THE SAME TRENCH. ALL COPPER MAINUNoS SHALL BE INSTAilED WITH A CONTROL WIRE SLEEVE. -= 1 '--· ... l.. -r / ·, i ' ' IIE :t:F-i~,:' ' ··-.,,.. ·•,_i·•_-,· ~ : ' " ' ' I r 2.0 JO -1- -, I ' - j I r . / t' ■ MA TOILll'-E -SEE SHEET 40 - ., J URBAN AREN~ 3195 Red Hill Avenue -Loft F Cosio Mesa, Collfornlo 92626 T. 71(.75,.(500 f. 71(.75'.(545 Orange County • San Diego • Merced LICENSES CALIFORNIA CALIFORNIA ARIZONA UTAH NEVADA ACAD FILE: JOB NO.: SCALE: DATE: BID DATE: C l I #4192 #539 #3905 #32522 L3.0lrrPlan.dwg 06-009 E I"= 10'-0" 05-10-07 N T TCR Trammell Crow Rmidential 949 SOUTH COAST DRIVE # 400 COST A MESA, CA. 92626 T: (714) 966-9355 F: (714) 966-9355 P R O J E C T IIT-Or TO ELEVATOR SHAFT lUVinlfR NOTE: ROSSING CARLSBAD, CALIFORNIA S H E ET T I T L E AS-BUILT IRRIGATION PLAN . , . APPROVED FOR IRRIGATION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. PRIOR TO IMPLEMENTATION IN FIELD, . -. CITY OF CARLSBAD REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER m m --,-~--~~~1~_~0 ~ PLANNIHG DEPARTMENT LANDSCAPE PLANS FOR: BLUWATER CROSSING t---t----1'.:'---------------+----+----l-----l-~ 1 APPROVED: ,-i.,..-x t _ ~\,.,t,' JR· j&;'. ~,- . -tttlNN~ -~ATE t---;~-+.=::-f...,_--------------,i-==---+-----l----1----1 ~=========~=========:::;-;::...=-=-=-=--=--=-=-=-=-=:~ DATE INITIAL DATE INITIAL DA TE IIITIAL DWN SY: PROJECT NO. DRAWING NO. ENGINEER OF WORK REV1$10N DESCRIPTION OTHER APPROVAL CITY APPROVAL ~~~ :} CT04-11 442-4L ) r ii i --I-... i -- " ,, . I'' I ' _l_i_ -+· ., _ Building 3 ~! -- •• 'v 'C•' --;"'i i' • ---/ .-- J / v' __ / ,/ ,. '/ ,/ '/ I,/ _, / / , :F'~"-~~~-••ei:•;•c,~•• ··---- CHECK VALVES NOTE, OECK VALVES SHALL BE INSTALLED AS REQUIRED TO PREVENT ALL LOW fENl DRAtlACE MAINLINE NOTE, _ _ IRRIGATION MAINLINE SHALL BE INSTALLED OUTSIDE THE STREET RTGHT Of WAY. DRAINAGE NOTE• l'OR AU. PODU! PLAHTEm/POT8l TIERE SHALL BE NO Pl'E TO Pl'E DRAINAGE FROM POTS OR PLANTERS TO STORM DRl\f,IS. ALL RECYClED WATER M\IST REMM-l ON SITE SLEEVE NOTE SLEEVES SHALL BE INSTALLED FOR ALL IRRIGATION PIPES UNDER HARDSCAPE. ALL MAINLINE SLEEVES SHALL BE INSTALLED WITH A CONTROL WIRE SLEEVE IN THE SAME TRENCH. ALL COPPER MAINLINES SHALL BE INSTALLED WITH A CONTROL WIRE SLEEVE. ('\. ---• ,CJij' ~-! I / '.;·:i/-\..:i;:,::: ... ~ .. ,L .... ,.l • ~ - il!',-c------25'-0" TO WALL---,1<. !"' ii,' ii, ;I ;,,, i'~<. :-; '· .s/ PIPE SIZING NOTE, -"-"-! I -=-··"-"-,' I I ALL LATERAL LINES DOWNSTREAM OF THE LAST NUMERICALLY SIZED PIPE SHALL BE NO SMALLER THAN 3/4" flRIGATION PIPE SIZING CHART (CPM o 5' FT/SEO AB-8 PfE S1ZE 3/4" PVC Q. 200 IO PVC Q. 315 PVC SCH 40 COPPER TYPE k' r .. V4' .. 112" r 2-v2· 3" 16 26 JS 55 10 120 ' . 14 12 24 IO 50 70 llO 22 IO 50 70 IIO ' 12 • a 45 70 100 CONTRACTOR SHALL SIZE ALL LATERAL l'fE ACCOROOC TO THS sizr,c LE<BO. :•, ;, j[ i !i. LICENSE REVIEWED BY: INSPECTOR "AS BUlT" ... EXP. 20 I IO D?L~ 1b/ln I ·:. T , -,I f ,, t'i, t /' i" ~ I I ' i ' L+ ii • I I I I .I I 1 I ~ I I I I I ~ ti ' ... _ ' I- ii ' ' ' 1 J-,1 IRRIGATION SPRAY LEGEND IYM b ◊ n 0 .II iii 0 e (!) MFG. t,it,18Ro RANllID RAN!RD RANllID RAN!IID tAtlBED tAN3l1D tAf,ffl) tAN3l1D RAURD RAN!RD RAl\llRD RANlRD RAIIIBIID 11:lll'IBRD RAr,IBl1I) 11:AMlRD RANIIRD fANllRD RANllRD RANlRD RANllID RAN!IID RANlRD RAfffD MODa I IIOO-SAM-l'RS-SQ IO0-SAM-PRS-ST IO0-SAM-PRS-SH IIOO-SAM-PRS-5F •oo-SAM-PRS-ao 100-SAM-m-ar IIOO-SAM-PIIS-IH IIOO-SAM-l'RS-BF IOO-SAM-PRS-toQ IIOO-SAM-PRS-lOT IO0-SAM-PRS-10H II00-5AM-PRS-10f IOO-SAM-PRS-U-120 •oo-SAM-PRS-U-12T IO0-SAM-PRS-U-121-l •oo-SAM-PRS-U-12F IOG-SAM-PRS-110-240 ■06-5AM-PRS-R17-24T I06-SAM-Pl!S-R17-24H I06-SAM-PRS-R17-24F IIO0-SAM-PRS-ISEST IIO0-SAM-PRS-ISSST II06-SAM-PRS-1SCST-B wl PCS-030 •o6-SAM-PRS-15CST-B wl PCS-020 EIESCRIPTION POP-IIP SPRAY IEAD POP-IIP SPRAY IEAD POP-II' SPRAY IEAD POP-IIP SPRAY !£AD POP-IP SPRAY IEAD POP-ii' SPRAY tEAD POP-1.l' SPRAY IEAD POP-I.I' SPRAY IEAD POP-IIP SPRAY IEAD POP-Ill' SPRAY IEAD POP-IIP SPRAY IEAD POP-IIP SPRAY IEAD POP-IJP SPRAY IEAD POP-IIP SPRAY IEAD POP-IIP SPRAY IEAD POP-IJP ftA Y IEAD POP-u> ROT ARY IEAD POP-llP ROT ARY IEAD POP-IJP ROT ARY IEAD POP-I.I' ROT ARY IEAD POP-II' STRI' SPRAY POP-IIP $TRI' SPRAY POP-I.IP BWBLER POP-If ll\llBLER RWli-BC DEEP ROOT WA TERt-lG TREE BLll!ll.ER RAD. S' S' 5' 5' r r r •• 10' 10· 10' 10' Q>M JO .D .lO At .K JS .52 lOS .H 53 .n l57 12' ss 12' J7 I!' u U' l6 U-24' .'15 U-24' 10 IT-24' IS l7'-24' 1.0 4'x1S' "' 4'"30' 121 1· JO 2' .lO NA .ZS PSI !'REC In/I,) IO U3 IO U3 IO U3 IO U3 IO U3 ,0 UJ IO U3 JO ll3 IO l7S IO l75 IO l75 IO 175 IO 101 IO 101 IO l01 JO l01 JO -'1 JO -'1 IO "1 IO ,1 IO 1'4 IO 1'4 JO VAR. IO VAR. JO VAR. Q) IT] (i) I!] [ii) fili IANlllID/WALLA WAI.LA 1800-SAM-PRS W/MPIO00 90-210 Hll! ROT ARY IEAD r-15· 0.16-0.37 JO VAR. VAR, V/11.. V/11.. V/11.. V/11.. t!OTE5, W'ti!RD/W ALL.I. WALLA ~/W All.I. WALLA RAN!IRD/WALLA WALLA R»IIIRD/WAI.LA WALLA RANIRD/WAI.LA WALLA ■00-SAM-PRS W/Ml'IO00 360 1100-SAM-PR_$ WM CORl£R ■00-SAM-PRS WIMP LB'T STRIP ' W00-SAM-PRS WM S[lE STRI' •oo-SAM-PRS WM RIGHT SM HUI ROTARY IEAD SIIRlil ROTARY IEAD ~ ROTAAY IEAD HW ROTARY IEAD SHRl!l ROTARY IEAD f-15' l'-12' fXJS' S'JOO' S'X15' -'5 IO 0.17-03' 30 .9 JO J8 IO .9 IO • ALL RAINBIRD HEADS SHALL USE PRESSURE COMPENSATING SCREENS (PCS] SIZED PER MANUFACTURER'S RECOMMENDATIONS FOR RADIUS REDUCTION AND BE FITTEO WITH A PURPLE NP COVER. • ,oP-UP IPAAY H!;AP!! IN TUii!' AREAS TO BE e• POP,UPB • POP-UP SPRAY HEADS IN SHRUB AREAS TO BE 12" POP-UPS • POP-UP BUBBLER/STREAM-BUBBLER HEADS IN SHRUB AREAS TO BE B" POP-UPS • CONTRACTOR SHALL OFFSET SPRAY HEADS 12" FROM ALL WALLS AND TUNE SYSTEM TO PREVENT OVERSPAY ON WALLS, WALKS, ETC. • THIS SYSTEM IS DIAGRAMMATIC. ALL PIPE, BALL VALVES, ETC. SHOWN WITHIN PAVED OR BUILDING AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHAU BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. • TIE SU! CONTRACTOR SHALL BE R!:SPONSlllf FOR ~c ALL PEl!MITS, PAffiC ALL ASSOClATED FIES AND '6T ALIJl!C TIE WATER METERS EQUIPMENT LEGEND MFG. ll:BCO 8ERMAD DATA llli\lSTIAL llJNTER RANJRD/ITS me BROS. le.SON ~ Tl1ANS1110N MOoa, 120-55-BZ FS-1258 MN CLIK ICA6-R81-J(X/IFM-125/ ISE/CR-a BTli-V-SERES PESB-R-SERES W/PRS 7645 DESCRPllON aEcYQID WATER WARNNC SlCN IS" REClAIMED WATER METER -REFER TO CVL'S owes. IS" IEDUCED PRESS\JRE BACKFLOW AS5EMBL Y t· ELECTRIC PRESSUIE RECll.AllON MASTER VALVE US' BRASS A.OW Sl:NSOR-ff\lCLl.08) IN CONTROLLER I\SSEMBL Y I~ SENSOR-tlCLUDED N CONTOLl!R ASSEMBI. Y AIITOMATIC CONTROLIIR -1'201/DE RECHARCABLE BATTERY BACKLP, REFER MANU. FOR VOL TAC!' MD TYPE-PROVDE LN: PRIMARY Sll!CI' PROTECTION FOR CONTROLLER. ILOCKSJ TRUE I.NON BALL VAL VE -lff SIZE a£CTRIC REMOTE CONTROL VALVE-SIZE PER PLAN IATTERY POWERED REMOTE CONTROL VALVE LOCKABLE QUO( COIJPI.NC VAL VE C fiAr&TloN llETYIEEN PVC Pl'E Nil COPPER Pl'E -SIZE -PURPLE 2" PVC SCH. 40 IRR)_CATION MANLll'E ---" -COPPER "K" PIPE :C MAff>lfE ON STRUCTIH:-t/ST Ill.LID PER MEOlANICAL ENCHERS PLANS ffiTALL REClAIMED WATER STICkER to' 0.C. NOTE: COPPER "K" PIPE PIRPLE PVC CLASS 200 PU1PLE PVC LATERAL IJt'E ON STRUCTIM'-iNST AllED Pill MEQWICAL ENCl'EERS Pl.ANS ffiTALL REClAIMED WATER STICKER to' O.C. ! I IRICATION LA'ltRAL LIIE -SEE RR. Sl'ECS, FOR rfE DEPTH IRICATION SLEEVE-SOl40 LWER WALKS AN) SCl-130 ON VEIICMAR PATHS CONTROL WIRE RRICATION CONTROillR Wl!E ON STRUCTURE-IN COJl4ll!T CONTROL VAL VE SYMBOL /,,,--~4ll1CATES VAL\1: NO. rNo--... ~ ,,A ,,---t,IDICATE5 CONTROl.lfR Size-' GP~CATES CPM ~ _!CATES \'Al.VE SIZE APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. URBAN AREN~ 3195 Red Hill Avenue -loft F Costg Mesa, California 92626 T. 714.754.4500 F.114.754.4545 Orange County • San Diego • Merced LICENSES CALIFORNIA CALIFORNIA ARIZONA UTAH NEVADA ACAD ALE: JOB NO.: SCALE: DATE: BID DATE: 114192 1539 113905 132522 #379520-5301 ----- L3.0lrrl'lon.dwg 06-009 l"= 10'-0" 05-10-07 C L I E N T TCR Tnrmnmll Crow R.,.,id..nttal 949 SOUTH COAST DRIVE # 400 COST A MESA, CA. 92626 T: (714) 966-9355 F: (714) 966-9355 PROJECT lUWflTfR ROSSING CARLSBAD, CALIFORNIA SHEET TITLE AS-BUILT IRRIGATION PLAN PRIOR TO IMPLEMENTATION IN FIELD. SHEET REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER rrJ CITY OF CARLSBAD ~ J----.-----r.------------------,----,-------,,-------,-----1 ~ ~ ___ P_LANNIN __ G_~_PA_R_T_M_EN_T ___ ~ 0 LANDSCAPE PLANS FOR: BLUWA TER CROSSING ! :t,<;~-~--'";"~':"" ----,, ~~~ ~'.5$'. ::: -li~/f't7" : '6'F----w--NE§ ~'$;~~·=*-~ I( ] c•-::i toe 'i.":Jt!l r---t-----J";:"---------------i------t-----t---J--~1-AP_P_Ro_VE_D~:f'Z..R-~.-=-ipA~~~~G~Bui=-~~'-----C~~-~•~r-o~-TE~-l " 2 -CDCIJDD~ J--0,--A:-:T:-E-+IN=IT,-IA-L-l'-.._,__::~;___ _________ c__ ___ --l--cD-cAccTE-+-IN-IT-IA-L+-D-AccTE----l-lllTl--A---IL ~D=WN=B=Y=: ==='~~"."_'::_=-PR=:.=0-=J-E:::C_:::T-=-N=O-=. ==:::,,--,=--=--=DR-=:-=A_:::WIN_:':_:':G-=N-=0-=. -=-=;, REVISION DESCRIPTION CRVWDHKD BBYY:: CT04-11 "4'~-4L ENGINEER OF WO OTHER APPROVAL CITY APPROVAL '' • ~ • ) flRIGATION PRESSURE LOSS CALCULATION, POC ■1 Controler: A Vwe#, u CPM, 17.1 ITEM SIZE PSI LOSS WATER METER LS" BAO<FLOW \5' ROW SENSOR I-V4" MASTER VAL VE 2· PIPE ROM MAIN TO METER (COPPER) ZO' o 4· MAltNc (50{40) w·o 2· REMOTE CONTROL VAL VE t LATERAL UE 100' RTTl1CS: CT1:N PERCENT Pl'E LOSSES) 7.4 BEV A T10N LOSS/IICHEST fEAOCEL X .433) 2' IRRIGATION fEAD PRESSURE - TOTAL, AVAILABLE STATIC PRESSURE: RES[)UAL PSI SET PRESS\AIE REG\JLA TING MASl"ER VAL VE TO: POINT OF CONNECTION• NST ALL A 1-1/2" RECYClHl WA 11:R METER. REFER TO avt "S PLAN FOR EXACT LOCATION 111ST ALL A 1-V2" RIDUCID PRESSURI BACKFLOW PREVENTION DEVICE. VERFY A'iAL LOCATION WITH LMDSCAl'E ARCHTECT. 24 STATION AUTOMATIC CONTROLLER•C": ' ' PED MOU'IT. VERFY 120 VOLT CON!NJOUS POWER, REFER TO SITE ELECTRICAL PLANS. CONTRACTOR TO MAKE RIIAL POWER HOOK U'. 36 STATION AUTOMATIC CONTROLLER •A•: PED MOUNT. VERIFY 120 VOLT CONffil/OUS POWER, REFER TO SITE ElfCTRICAL Pl.ANS. CONTRACTOR TO M,ll(E FINAL POWER HOOK UP. MAINLINE NOTE• 5 14 5 1 .01 1.4 2.6 4 .74 J6 JO 57.6 m 55.4 60PSI IRRIGATION MAINLINE SHALL BE INSTALLED OUTSIDE THE STREET RIGHT OF WAY. DRAINAGE NOTE, ffll AU. PalUI PLAN'IEll8Jl'0T l1£RE SHALL BE NO PPE TO PfE DRAINAGE FROM POTS OR PLANTERS TO STORM DRAt5. All RECYClHl WATER MUST REMAl'l ON SITE. SLEEVE NOTE SLEEVES SHAU BE INSTALLED FOR ALL IRRIGATION PIPES UNDER HARDSCAPE. ALL MAINLINE SLEEVES SHALL BE INSTALLED WITH A CONTROL WIRE SLEEVE IN THE SAME TRENCH. ALL COPPER MAINLINES SHALL BE INSTALLED WITH A CONTROL WIRE SLEEVE. PIPE SIZING NOTE, \ ~--, ~ ! ! ALL LATERAL LINES DOWNSTREAM OF THE LAST NUMERJCAU Y SIZED PIPE SHALL BE NO SMALLER THAN 3/4" ARIGATION DESIGN CRITERIA, RECYCLED WATER METER ■1 • Project NurnLer -----------==-.n. • Meter Size --------------''°--ind, I Elevation feet I Zone/HCL fe•t I POC StaU, Pres,ure pd • Required Oynamfc Pressure "' 55 4 pd - //Jr l ·As BUILT" I I ) '/ ~ ·- Sl<.NATURE 419~ LICENSE EXP. REVIEWED BY: ti& 4--~~ INSPECTOR MATCHLtE -SEE SHEET 42 . n/_ ~1 ,, .,,,...,. CATE: • t/r&tJ/1() i' ,- 1,r;,-~-~ DATE: URBAN AREN~ 3195 Red Hill Avenue· Loft f Costa Mesa. California 92626 T. 714.754.4500 F. 71'.754.4545 _,_ IE •-Ia: I -Orange County. San Diego • Merced □ D D I j ·• .. 1.' --~='+c' x"'-i -'---"-=,,r,' x-'i-:,11 . . + j □ □ □ {1) REFER TO SHEET• 38 FOR IRRIGATION LEGEND CHECK VALVES NOTE, OECK VALVES SH,\LL BE tJST ALLED AS REQUIRED TO PREVOO ALL LOW IEAD DRAl'iAa:'. 0 5 I) 20 IO ' I i,l -" f) """'"' ,,, ;;••j: I _'a □ D □ ,,, ... ,,,a,a,, :i:,,,. j!: 'a D □ --j- ' ' NOTE: d □ ■■ l I C CALIFORNIA CALIFORNIA ARIZONA UTAH NEVADA ACAD FILE: JOB NO.: SCALE: DATE: BID DATE: C L E I N s E s #4192 #539 #3905 #32522 L3.0lrrPlan.dwg 06-009 I" = I 0'--0" 05-10-07 E N T TCR 949 SOUTH COAST DRIVE # 4D0 COSTA MESA, CA. 92626 T: (714) 966-9355 F: (714) 966-9355 p R 0 J E C T ·.LUWATfR ROSSING CARLSBAD, CALIFORNIA S H E ET T I T l E AS-BUILT IRRIGATION PLAN APPROVED FOR IRRIGATION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. I--_RE_V1_s_107Ns_M_us_T_B·E·A-P-PR_o_vE_o_s_v_P_ue_L_1c_HE_AL_T_H_E_NG-1NE-ER_,_.,_s_sr_. _PL_A_RN1N--,Gro_me_c_ToTR_A_N_o_01 7 s_TRJ_c_r_ENGJ11EER-r---t I SHE39Er I CITY OF c· AR LS BAD ~ PRIOR TO IMPLEMENTATION IN FIELD. PLANNING DEPARTMENT '.:===='--========================:'...'::::~ LANDSCAPE PLANS FOR: BLUWA TER CROSSING 1-----l---i"::.'----------i----t----t---t------t I APPROVED: 11--Ji( &-!:li-n--l•·K·€'\ . PLANWG DATE 1---+--~l'-'-----------~----+-,,..--t-----,---+~-+-::=---t ~======::==~===========:-~=-=-=-=-~'.'.:...~=-=-=-=-,~ DATE INITIAL DATE INITIAL OWN BY: PROJECT NO. ORAWING NO. ~~ :~, CT04-11 442-4L DATE INITIAL ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ) J: t .r. "' ~.a: f • J:. i -~ rg IRRIGATION SPRAY LEGEND SYM b .D. 0 II,; .. MFC. RANlRD RANlRD RAtlBRD RANllID Rllffi~D RAWRD RAtJBRD RAMRD RAMRIJ RAMRIJ RAMRD tMIIRD RAMRD RAMRD IAMRD IAWIID tANIIRD RANllRD tMl!IRD tMIIIRD tANl~ ~BRD RAN!IRD RAMIRO .RAmRD MODa # 100-SAM-PRS-SQ 100-SAM-l'RS-ST 100-SAM-PRS-SH 100-SAM-l'RS-SF 100-SAM-PRS-IQ 100-SAM-PRS-IT IOO-SAM-PRS-IH 100-SAM-PRS-8F 100-SAM-PRS-IOQ ■00-SAM-PRS-IOT 100-SAM-PRS-IOH ■00-SAM-PRS-lOF 100-SAM-PRS-IJ-IZQ 100-SAM-!'RS-IJ-IZT IOO-SAM-PRS-IJ-IZH IOO-SAM-PRS-\l-12f I06-sAM-PRS-i117-24Q '106-SAM-PRS~-24T 'I06-SAM-f'RS~-241i I06-SAM-PRS-R17-24F IOO-SAM--Pl!S-ISffi IOO-SAM-PRS-15S ST I06-sAM-PRS-15CST-B wt PCS-030 '106-SM\-PRS-ISCST-B w/ PCS-020 DESCRJ'TION POP-IJP sPRAY HEAD POP-\JP SPRAY HEAD POP-IJP SPRAY HEAD POP-\JP SPRAY HEAD POP-IJP SPRAY HEAD POP-IJP SPRAY HEAD POP-IJP SPRAY HEAD POP-IJP SP2AY HEAD POP-I.IP SPRAY HEAD POP-IJP SPRAY HEAD POl'-\JP SPRAY HEAD POP-IJP SPRAY HEAD POP-IJP SPRAY fEA!) l'Ol'-IJP SPRAY HEAD toP-IJP SPRAY HEAD POP-IJP SPRAY HEAD POP-IJP ROTARY IEAD · POP-If ROTARY IEAD POP-IJP ROTARY IEAD POP-IP ROTARY IEAD POP-IJP STRP SPRAY POP-IJP STRP SPRAY POP-IJP BU31lLER POP-I.IP B\ll8LER RWS-BC DEEP ROOT WATERt/C TREE IMlBLER RAD. Q>M 5' JO 5' .ti S' .10 5' A1 r .1, I' JS I' .52 I' lOS 10' .39 10' 53 10' ,'79 10' l57 12' ,s 12' ,., 12' U 12' 2.6 17'-24' .75 17'-24' lO 17'-24' lS 17'-24' J,O 4'x1S ii 4'xJ0' 121 I' .IO 2' .10 NA .15 PSI IO IO JO JO JO JO 10 10 IO IO IO IO IO 10 10 IO 10 10 10 10 10 IO 10 IO JO (l) li:sJ ~~ ~ RAll'l!ED/WAllA WALLA RAir'IJIW/WALLA WALLA RANlRO/WALLA WALLA IANIRDIWALLA WALLA IANlROIWALLA WALLA IANlRO/WALLA WALLA IOO-SAM-PRS W/MPIOOO 90-210 aoo-SAM-PRS W/MPTOOO 360 1100-SAM-PRS WIMP CORl\l:R 100-SAM-l'RS WM LEFT STRIP SOO-SAM-PRS WIMP SllE STRI' 1100-SAM-PRS WIMP 2100 STI!' SIR\JB ROTARY IEAD ff\,ll ROTARY IEAD SIWl ROTARY IEAD SH1llB ROTARY IEAD ff\J8 ROTARY IEAD HW ROTARY IEAD l'-15' l'-15' l'-12' rJ(15' 5'X30' 5'X15' 0.16-0.37 30 . ,s JO 0.17-0.39 JO .19 JO .H 10 .19 IO NOTEs: • ALL RAINBJRD HEADS SHAU USE PRESSURE COMPENSATING SCREENS {PCS) SIZED PER MANUFACTURER·s RECOMMENDATIONS FOR RADIUS REDUCTION AND BE FITTED WITH A PURPLE NP COVER, • POP-UP SPRAY HEADS 1N TURF AREAS TO St 6' POP-UPS • POP-UP SPRAY HEADS IN SHRUB AREAS TO BE 12" POP-UPS . . ' \ • POP-UP BUBBLER/STREAM-BUBBLER HEADS IN SHRUB AREAS TO BE 6" POP-UPS • CONTRACTOR SHALL OFFSET SPRAY HEADS 12" FROM ALL WALLS AND TUNE SYSTEM TO PREVENT OVERSPAY ON WALLS, WALKS, ETC. • THIS SYSTEM IS DIAGRAMMATIC. ALL PIPE, BALL VALVES, ETC. SHOWN WITHIN PAVED OR BUILDING AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. ~ --• TIE SUI CONTRACTOR SHALL BE RESPONSELE FOR PW.JlC All PERMITS, PAYl'lC ALL ASSOClAlID FEES N\D tlSTAl.ll,C TI-E WATER METERS. PREC. On/h) tl3 lll ll3 ll3 U3 ll3 ll3 UJ t75 175 t75 l75 2.0l 2.01 2.01 2.01 .61 .,1 .61 .61 194 l94 VAA. VAR VAR VM. VAR . VAR VAA. VAR. VAR ' . ' ' EQUIPMENT LEGEND SYM IIFC. ® [Ml ~ FEBCO !MVI IIEl1MAD IE] DATA l'IOUSTIAL I!) HI.INTER © waD/1TS B l(J;CQIIOS. ~ RAtll!RD • ~ faSON ~ TIANSITION ,-=:; 0 5 MODEL I 125YA 120-55-BZ FS-125B MN aJ< ICA6-RB1-XX/lfM-125/ RSE/CR-a BTU-V-SERES l'ESB-i-SERES W /PRS 7645 PURPLE 2" PVC SCH. 40 COPPER "K" PIPE COPPER "K" PIPE P11P1.E PVC O.ASS 200 PURPLE PVC CONTROL WIRE OESCD'TlON RECYCLED WATER WARNING SIGN lS" REQAJMED WATER MErER -tEFEI TO dVL'S owes. ts· REDUCED PRESSURE BAa<FI.OW ASSEMBLY 2" aECTRIC P2ESSL!1E RECIJI..ATION MASTER VALVE US" BRASS FLOW SENSOR-f'lCLIJlEI) IN CONTROLLER ASSEMBLY RAtJ SENSOR-flCLUDED IN CONTOLLER ASSEMBLY AIITOMATIC CONTROLLER -PROVIDE REOWICABLE BATTERY IAO<\JP, REFER MANU. FOR VOL TACE AND TYPE. PROVDE LJf,E ffli!.ARY 5.\1!(]; l'ROTECTION FOR CONTROLIE. BLOMD TIM: I.NION BALL VAi. VE -Lt£ SIZE 6,ECTRIC REMOTI' CONTROi.. VAL VE-SIZE PER PLAN IATTERY POWERED l!EMQTE CONlROL VALVE LOCKABLE QlACK COU'l.JlC VAL VE TRANSTIION BETWIIN PVC Pl'E AND COPPER Pl'E IRRICATION MM-ltE %" MAN..INE ON STRUCTlJRE-flST ALLED PER MECHAr-lCAL ENcrreRS PLANS MTAI.I. RECl.AIMID WATER STICKER 10· O,C, LATERAL LtE ON SliUCTIRE-INST ALLED PER MECHMICAL ENCN:ERS PLANS IIISTAll RECLAIMED WATER STICKER 10' O.C. IRRJCA TlON LATERAL LM -SEE RR. SPECS FOR Pl'E DEPTH IRRJCATION SLEEVE-SCH.40 \NlER WALKS AND SOUO ON \IEIIClllAR PATHS RRICATION CONTROU.ER WRE ON STRUCTlRE-fl CONDITT CONTROL VALVE SYMBOL ,,---IN!: !CATES VAL VE NO. ~No-... /A .,----t,ll)ICA TES CONTROLLER Size Q>~ICATES CPM ...__--IN!: ICA TES VAL VE !IZE l 20 JO "AS BUILT" ... v~o SIGNATURE DATE: PPE SIZING NOTE, AU. LATEIIAL LlllliS DOWNSTREAM OF M LA8T IMWUCALI.Y SIZED PIPE SHALL BE NO SMALLER THAN 3/1/' CHECK VALVES NOTE, 0£(l( VALVES SHALL 1IE INSTALLED AS REQll1ED TO PREVENT ALL LOW IEAD DRAINACE. MAINLINE NOTE, IIRIGATION MAINLINE SHALL BE INSTALLED OUTSIDE THE STREET RIGHT OF WAY. DRAINAGE NOTE• FOIi AU. POIU1 PWll'Elm!POlS! TIERE SHALL BE NO Pl'E TO Pl'E DRAINACE FROM POTS OR PLANTERS TO STORM DRAINS. ALL RECYUBJ WATER MUST REMAIN ON SITE. SLEEVE NOTE SLEEVES SHALL BE INSTALLED FOR ALL l!RIGATION PIPES UNDER HARDSCAPE. ALL MAINLINE SLEEVES SHALL BE INSTALLED WITH A CONTROL WIRE SLEEVE IN THE SAME TRENCH. ALL COPPER MAINLINES SHALL BE INSTAUED WITH A CONTROL WIRE SLEEVE. mlGA TION PPE SIZING CHART CCPM o 5' FT/SEO PVC Q. 200 PVC 0. 315 PVC SOI 40 ca>PER TYPE 'I(' • URBAN AREN~ 3195 Red Hill Avenue -Loft F Cosio Me 10, CollfQr~lo 92626 l. 71'.754.4500 F. 714.754.4645 Orange County • San Diego • Merced LICENSES CALIFORNIA CALIFORNIA ARIZONA UTAH NEVADA ACAD ALE: JOB NO.: SCALE: DATE: 81D DATE: #4192 11539 11390;; 132522 <,;;;;~#:_:379 520-530 I L3.0lrrPlan.dwg 06-009 1" = 10'--0" 05-10-07 C L I E N T TCR 949 SOUTH COAST DRIVE # 400 COSTA MESA, CA. 92626 T : (714) 966-9355 F : (714) 966-9355 PROJECT 419:J-!Ml/ti? Pl'E SIZE 1/4' r 1-V4" I-V2" r 2-112" ,0 ' 16 M • • U 12 lUWnTfR \ROSSING LICENSE EXP. a 24 22 • CARLSBAD, CALIFORNIA 15 IO IO Zfi REVIEWED BY: 55 50 50 45 SHEET TITLE INSPECTOR IO 70 70 70 CONTRACTOR SHAil SIZE ALL LATERAL Pl'E ACCORDING TO TIIS S1ZINC LEGEND. NOTE: AS-BUILT IRRIGATION PLAN APPROVED FOR IRRIGATION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR ANO DISTRICT ENGINEER ~ ~ a--PR_.IO_R_TTO_IMP_L_E_METNTAA_TI_ON_IN_F_IELD_. ---------·---,,----.-----,---.-· ----1 SHE40ET CITY OF CARLSBAD SHEETS PLANNING DEPARTMENT 60 ;::::==='---================:'....'::=:~ LANDSCAPE PLANS FOR: BLUWATER CROSSING t--t--~16:.'-------------+---l---+---l------11 APPROVED: /'t..,xf e:r, gt.,-f p I'--•"\" . PL~NIHG 0ATE t-;~:-t=;-;-;--i'"""-----"'---------_::---J-::-:-cc--+--+-.:::__--1-__ -I :=====;::':=."".;':.-=-=-=-=-=-=-=-=-=-=-=.:::;~ ,-':::;_=-=-=-=--=-=--=-=-=-=-.~ DATE INITIAL DATE INITIAL DATE INITIAL OWN BY: PROJECT NO. DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~:g :} CT04-11 442-4L ) I MATCHLINE SEE SHEET 43 LIMIT OF WORK ■■ 2--2~~~---2 --2 ------... •_--·1•~•-.. •_1·• l_--~ ·\. •· •-·f IRRIGATION SPRAY LEGEND E_ @) 0 • 11.i Iii IIFC. RANllRD RAN!IRD RANllRD RA1NlllRD RANllRD RAN!IRD RAN!JRD tANlJRD RAlr>ll1RD RANJED RANJED RAMIID RANlED Rill~IRD RAN!IRD RA!.~_RD tANl1RD f,\lf\llRD f,\lf\llRD IIANllRD RAN!IRD RAl\!llRD ltAN!IRD tANJIID MOOR# ■00-SAM---l'RS-SQ ■OO-SAM---l'RS-ST ■00-SAM-PRS-SH ■00-SAM-l'RS-SF IOO--SAM-Pl?S-BQ IOo--sAM-PRS-BT IOO--SAM-Pl?S-BH ■OO--SM\-PRS-BF ■00--SAM-l'RS-lOQ ■OO--SAM---l'RS-10T ■OO--SAM-l'RS-IOH ■OO-SAM---l'RS-10F ■00-SAM-PRS-IJ-12Q 100-SAM-PRS-U-12T ■OO--SAM-fRS-ll-12H 1IOO--SAM-PRS-U-12F ■o6-SAM-PRS-1117-24Q I06-SAM-l'RS-R17-24T ■06-SAM-~S-1117-241-i I06-SAM-PRS-R17-24F 1800--SAM-rRS-ISEST ■Oo--sA\1-fRS-ISSST 1806-SAM-Pl1S-15CST-B wt PCS-030 106-SAM-Pl1S-1SCST-B wt PCS-020 \\- \ -.·-1,· ~-~----. ------.--.~~--/~,,-,: ~-.:r-· -·· -~ DESCRIPTION POP-I.I' SPRAY IEAD POP-UP SPRAY IEAD POP-UP SPRAY fEAD POP-UP SPRAY fEAD POP-UP SPRAY IEAD l'OP-U' SPRAY IEAD POP-UP SPRAY IEAD POP-UP SPl!A Y fEAD POP-UP SPRAY IEAD POP-UP SPRAY IEAD POP-LI' SPRAY IEAD _POP-LI' SPl!A Y IEAD f'OP-1,f> Sl'RA Y IEAD POP-W il'RAY IEAD l'OP-UP SPRAY IEAD POP-If SPRAY l{AD f'OP-L!' ROT ARY IEAD POP-I.I' ROT ARY IEAD POP-IP ROT ARY IEAD POP-If ROT ARY IEAD POP-LI' STIii' SPRAY l'OP-LP STRf SPRAY POP-LP BUBBLER POP-LI' BI.MBLER RAD. s· s· s· s· I' I' I' I' 11)' 11)' 11)' 11)' 12· g: 12· .I) .D .2.0 Al ~ JS .52. LOS '" .53 . 79 l57 !5 fl 2.6 IT-24' .75 IT-24· lO 17'-24' LS 17-24' lO c·x15· 4'x30' I' 2' ,1 Ul JO ltWS-BG DEEP ROOT WATERl~C TREE Ill.Elli.ER NA .2.0 .2.5 PSI JO JO JO JO JO JO JO JO JO JO JO JO JO IO JO JO JO JO JO JO JO JO JO JO IO RAl1BRD/W AllA WALLA RANlRD/WAl.lA WALLA R~/WAllA WALLA RANlRD/WAl.lA WAI.LA RIINlRD/WALLA WALLA RI\JflW/W ALLA WALLA 100--SAM-PRS W/MPlOOO 90--210 180o--sAM-Pl1S W/MP1000 360 1800-SAM---l'RS W /MP C011NER 1800--SAM-Pl?S WIMP UfT STIii' 100--SAM-l'RS WIMP SIDE STRIP ■00-SAM---l'RS W/~ RICHT STRIP SHRUl ROTARY IEAD SHRlAl ROT ARY IEAD SIOO,tl ROT ARY IEAD SHRIil ROTAJIY IEAD SHRlll ROT ARY IEAD SHRLII ROT ARY IEAD l'-15' •·-is· 1·-12· S'XlS 5')(30' SX15' 0.16-0.37 30 rss: l---' [Rs' NOTES, JS JO 0.17-039 JO . 19 JO 10 J& .19 10 • ALL RAINBlliD HEADS SHALL USE PRESSURE COMPENSATING SCREEtlS !PCS) SIZED PER MANUFACTIJRER·s RECOMMENDATIONS FOR RADIUS REDUCTION AND BE FITTED WITH A PURPLE NP COVER. • POP-UP SPRAY HEADS IN TURF AREAS TO BE 6" POP-UPS • POP-UP SPRAY HEADS IN SHRUB AREAS TO BE 12" POP-UPS • POP-UP BUBBLER/STREAM-BUBBLER HEADS IN SHRUB AREAS TO BE 6' POP-UPS • CONTRACTOR SHALL OFFSET SPRAY HEADS 12" fROM ALL WALLS AND TUNE SYSTEM TO PREVENT OVERSPAY ON WALLS, WALKS, ETC. • THIS SYSTEM IS DIAGRAMMATIC. ALL PIPE, BALL VALVES, ETC. SHOWN WITHIN PAVED OR BUILDING AREAS ARE FOR DESIGN CLARIFICATION ONl Y AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. • THE Sl.ll CONTRACTOR S1W.L BE RESPONSlllE FOR NWC All PERMITS, PAfflC ALL ASSOCIATBl FEES A/fJ MT Al.I.NG TIE WATER METERS. ~- m:c. Ml Ul Ul Ul Ul Ul U3 Ul U3 175 175 175 l75 2.01 t~ Z.01 ,1 .61 .61 .61 VAIi. VAR. VAA V/18.. VAR V/18. . VAA. VAA. '._._-__ .. _ ..... _-'!.> ___ -__ I '.:_-~::.:·:-.z;··-· I ' A 10-1 EQUIPMENT LEGEND ~SlZE- ----.- ffBCO IERMAD DATA NlUSTIAL HUNTER RANIRl)/ITS ~C BROS. R.AfflRD ~ TRANSITION 125YA 120-55-BZ FS-1258 MN CLIK ICA6-1!81--XX/I-FM-125/ l!SE/GR-8 BTIJ-V-sERES PESB-R-@ES W/PRS 7645 PURPLE 2" PVC SCH. 40 COPPER "K" PIPE COPPER "K" PIPE NPLE PVC CUSS 200 l'll1Pl.E PVC CONTROL WIRE llESCRPTION IECYOHl WATER WAer,f,IC SICN ts-RECLAIMID WATER METER -REFER TO avL'S owes. 1.5" REDUCED PRESSW: BAo:FLOW ASSEM8L Y 2" ELECTRIC PRESSW: REClll.A TION MASTER VAJ. VE US-BRASS A.OW SENSOR---f,Ql.08) 1'-1 CONTROLLER ASSEMBLY rAl'-I SENSOR-tlQl.08) 1'-1 CONTOillR ASSEMBl Y AUTOMATIC CONliOll.ER -~OVIDE REOiARGABlE BATlERY 8A(l(Lf>, REFER MANU. fOR VOL TACE A/fJ TYPE. PROVDE Ll'E PRIMAl1Y SI.IICE PROTECTION FOR CONTROLLER . llOCKED TRU: lNON BALL VAL. VE -lN; SIZE B.ECTRJc REMOTE CON'IROl V Al."1:-slZE PER PLAN BATTERY POWMD REMOTE CONTROL VAJ.VE l~f QUO< COU'l.l'-IC VAi.VE TRAf,§ITION 8ETW!;EN PVC PfE JIil> COPPER PIPE IRICATION MAN.JII( il" ~ 00 STR\JCT\.RE-MT Al.18) PER MEOIMICAL £Nrnra1S Pl.ANS NSTALL ,ucCL,IJMB) WATER STJCKER 10· O.C. LATERAL Ll'E ON STR\JCl\lRE-INSTAI.LID PER MEOiANICAI. ~S PLANS t!ST ALL RECLAIM.ID WATER STICKER 10· O.C. IRIC,l,TION LATErAI. LtE -SEE n SPECS. FOR Pl'E DEMll &!CATION SI.EEVE-SOl.40 lIDER WALKS A/fJ SOUO ON VEIICIJI.AR PATHS ERICA TION CONTROLLER WJ1E ON STR\JCTU?E---f, CO!ilUT CONTROL VAL VE SYMBOL .,----f>IDlCATES VAL VE NO. rNo-.v A ..-,-t,llllCATES CONTROillR Size <l'L.«,ICATES <l'M '---f'lllCATES VAi.VE SIZE 20 IO ■■ -~,:., .... -~ ,_i,· ■■ . - LIMIT OF WORK PIPE SIZING NOTE, ALL LATERAL LINES OOWNSTRtAftl OF THe LAST IWMflllCAU.Y SIZED PIPE SHALL BE NO SMALLER THAN 3/4" CHECK VALVES NOTE, QE(l( VALVES ~ BE fflTAll.BJ AS REQ\.m) TO l'RE'lelT All LOW tEAD DRANACE. MAINLINE NOTE, IRl!IGATION MAINUNE SHALL BE INSTALLED OUTSIDE THE STREET RIGHT OF WAY. DRAINAGE NOTE, FOR AU. PODU,; PI.AKT&iiJl'OTSI TIERE SHALL .BE NO Pl'E TO PfE DRAl'-IACE R!OM POTS 02 PLANTEl1S TO STORM DRAl'-IS. All RECYa.ID WATER MUST ~ ON SllE SLEEVE NOTE SLEEVES SHALL BE INSTALLED FOR ALL IRRIGATION PIPES UNDER HARDSCAPE. ALL MAINI.INE SLEEVES SHALL BE INSTALLED WITH A CONTROL WIRE SLEEVE IN THE SAME TRENCH. ALL COPPER MAINLINES SHALL BE INST AUED WITH A CONTROL WIRE SLEEVE. .,. .. ,,' " ,_ . ~ ,. .. >"'· ". .. :~::+;V"':::·c. -.. : :'.'._\: '--✓;,:.,.r'.lii,,\ . ·"' ' URBAN ARENJX: 3195 Red Hill Avenue· Loft F Coste Mesa, California 92626 T. 71<.7!4.HOO ,. 714.154 ◄SH Orange County • San Diego • Merced l I C CALIFORNIA CALIFORNIA ARIZONA UTAH NEVADA ACADALE: JOB NO.: SCALE: DATE: BID DATE: C l E N s E S 14192 #539 113905 #32522 ___ 1379520-5301 I l3.0lrrPlan.dwg 06-009 I"= 10'-0" 05-10-07 E N T TCR Tnmun..U Crow R...ld.,ntt,,t 949 SOUTH COAST DRIVE # 400 COSTA MESA, CA. 92626 T : (71-4) 966-9355 F : (714) 966-9355 p R 0 J C T . ,, / l *AS BUil T" ~RIGATION PIPE SIZING CHART I . . Vv··· t//1~/M ·,lUflATfR SIGNATURE ATE: (Q>M. o 5· FT/SEC) 1111-/J~l/t~ Pl'ESIZE 1/4" PVC a. 200 I) l'VC a. 315 ' PVC SOI 40 • COPPER TYPE t' 6 ROSSING LICENSE EXP. " Z6 14 24 ~ Z2 12 18 CARLSBAD, CALIFORNIA REVIEWED BY: r 1--V4" 1--v2· z· 2-v2· r 15 JO IO 2' S H E ET T I T L E 15 so so 45 h..,:(::{Gi-.~t-~-/,;---1 IO IZO 70 11)0 70 IO 70 a>O AS-BUILT IRRIGATION PLAN INSPECTOR DATE: CONTRACTOR SHALL SIZE All LA1131AI. l'fE ACCORIJIIIC TO TIIS srmc lECEN)_ NOTE: APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR ANO DISTRICT ENGINEER ~ m I-PR_IO_R_T-i-O_IM'---'PL=EME=rNT.A'-'-T)CCONC....:::.IN_:_FIEl=D.:___ _________ ---r-_~--~-~----1 '7:r c._ __ c_1r_v __ o__c_F---'----'C=--'-A""R.:..::L=SccB_A_D _ ___J 0 PLANNING DEPARTMENT LANDSCAPE PLANS FOR: BLUWATER CROSSING l--+--+.::"-------------l---.J...---l----1----------1 1-AP-PR-OVED_: ----'/1--:'----~--,__! C:r__,_·___,E;l=-'--'\~'----'----__,.~_~__:I~-~~- . Pl.ANNING DATE l-::--:=-t=-=-:----l'-.L_------"-~-------__::___---+--------1-------1-:__------l _ __J ~==========.:=...=========~;::=======:::: DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: PROJECT NO. DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~~ :~, CT04-TT 442-4L • ) ) ..c ~ r,:, s:. J: ~ r ... 0 ff'"'O" 4'-0" s·-o· ,1~···--- IRRIGATION SPRAY LEGEND SYM MFC, MOOB. I DESCRIPTION RAD. a>M ~ RANIIID 1800-SAM-PRS-SQ POP-l,I' SPRAY IEAI) S' JO ... RANJRD 1800-SAM-PRS-ST POP-\.!' SPRAY IEAD i' .13 ... RAN!RD 1800-SAM-PRS-SH POP-I.I' SPRAY IEAD s ,20 .. RAN!RD 1800-SAM-PRS-SF POP-tJP SPRAY IEAD s Al Is. IAll1lRD 1800-SAM-PRS-aQ POI'-\!' SPRAY IEAI) I' ,26 ,.f€,, RANIIID 1800-SAM-PRS-!T POP-\!' SPRAY IEAD I' JS "'-RANlRD 1800-SAM-PRS-&H POP-UP SPRAY IEAD ,, S2 ~) IANJPD 1800-SAM-PRS-&F POP-IA' SPRAY IEAD ,, l05 b. RAN!RD ■OO-SAM-PRS-IOQ POP-Ill' SPRAY IEAD 10' J9 -& IW'eRD 100-SAM-PRS-IOT POP-Ill' SPRAY lEAD IO' 53 £, RANJRD IBOO-SAM-PRS-IOH POP-UP SPRAY IEAD 10' .79 C RANlRD aoo-SAM-PiS-IOF POP-UP Sl'RAY IEAD IO' t57 iB. RANll1D aoo-sAM-PRS-11-120 POP-IIP SPRAY IEAD 12' "5 ~· RANJRD •oo-SAM-PRS-\H2T POP-UP SPRAY IEAD 12' J7 ~-tAINlRD l&oo-sAM-PRS~12H POP-UP SPRAY IEAD 12' u €) RANRD IBOO-SAM-1'5-ll-12F POP-UP ftAY IEAD 12' 2.6 Ill RAMRD ao6-SAM-l'RS~17-14Q POP-IIP ROTARY IEAD 17'-14' .7S ·• RAtlBRD IB06-SAM-PRS-R17-24T POP-UP ROTARY fEAI) 17'-2.4' lD • RANlRD IB06-SAM-PRS-ID-24H POP-UP ROTARY IEAD IT-24' lS • RAN!IID •o6-SAM-PRS-R17-24F POP-UP ROTARY IEAD IT-24' J.O ~ RANlRD aoo-SAM-PRS-1SEST POP-IJP ml' SPRAY ,l"x15' J;1 ii IAll1lRD 1800-SAM-PRS-ISSST POP-\!' STRI' SPRAY 4'x30' U1 (~) RANlRD IB06-SAM-1'2S-15CST -B POP-1JP BuBBLER J' JO w/ PCS-030 e RANlRD IB06-SAM-PRS-15CST-II POP-LI' BUBBLER 2' ,20 w/ PCS-020 ct RANlRIJ RWS-BC DEEP ROOT WATERJNC TREE BllJBLER NA ,25 (fl "' RJ\t8RD/WALLA WALLA •oo-sAM-PRS W/MPIOOO 90-210 SHRW ROT ARY IEAD l'-15' O.lli-037 U .. J tANIRD/WAllA WAllA 1800-SAM-PRS W/MPIOOO 360 HI.II ROTARY IEAD l'-15' J;5 /'f, -..__/ RAtelRD/WALLA WALLA 1100-SAM-PRS WIiii' CORl'e fflll ROT ARY IE.\D l'-12' 0.17-03' [s] RANIIIID/WALLA WALLA IIOO-SAM-PRS W/MP IHT STl1IP SIN ROT ARY IEAD SX15' .19 -, ~S, RANIIIIDIWALLA WALLA IIOO-SAM-PRS W /Iii' SIJE Sffl' SIN ROTARY IEAD SX30' JI ij$! RANIIIID/WALLA WALLA IIOO-SAM-PRS W /MP RIOO STl1IP IIIRUI ROT ARY IE,\D SX15' .19 ~C NOfil • ALL RAINBIRD HEADS SHALL USE PRESSURE COMPENSATING SCREENS !PCS) SIZED PER MANUFACTURER'S RECOMMENDATIONS FOR RADIUS REDUCTION AND BE FITTED WITH A PURPLE NP COVER, • POP-UP SPRAY HEADS IN TURF AREAS TO BE E" POP-UPS • POP-UP SPRAY HEADS IN SHRUB AREAS TO BE 1.2' POP-UPS • POP-UP BUBBLER/STREAM-BUBBLER HEADS IN SHRUB AREAS TO BE &" POP-UPS • CONTRACTOR SHALL OFFSET SPRAY HEADS 12• FROM ALL WALI.S AND TUNE SYSTEM TO PREVENT OVERSPAY ON WALI.S, WALKS, ETC. • THIS SYSTEM IS DIAGRAMMATIC. ALL PIPE, BALL VALVES, ETC. SHOWN WITHIN PAVED OR BUILDING AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSS!!JLE. ~ ~ • 1lE SUI CONTl{ACTOR SHALL BE RESPONSl!LE FOR PIJl.l.t<C All PERMITS, PAYl<C ALL "5SOOATID FEES ,Wl MTALltlC 1lE WATER METERS. PSI !'REC. Gn/h) IO U3 IO UJ IO U3 IO Ul IO U3 IO U3 IO U3 IO U3 IO l75 to l75 IO l75 IO l75 JO 2.01 JO 2.01 JO 1:01 IO 01 JO '1 IO .51 IO J;1 IO .51 IO l'4 JO l94 IO VAR, IO VAR. JO VAR 3() VAR. IO VAR, JO VAR. JO VAR. JO VAR. JO VAR MA TCHLINE -SEE SIEET 43 EQUIPMENT LEGEND RBCO IIERMAD DATA NlUST!AL IMJTER IANRD/ITS ~C BROS, RAtiB1RD H:LSON ~ 111ANSITION -SIZE- ---------- MOOR I 120-55-BZ FS-12SB MN QJK ICA6-lm1-XXMM-125/ tsE/CR-B ITIJ-V-sB!ES l'ESB-R-SERIES W/PRS 764S PURPLE 2• PVC SCH. ,o COPPER "K" PIPE COPPER "K" PIP!; PURPLE PVC Q.ASS 200 PU1PLEPVC CONTROL WIRE DESCRPTION RECYQID WATER WARf,l,;C SICN lS RECLAIMB) WATER METER -RIHR TO OVL'S owes. ts" REDUCEl PRESSLRE BACKFLOW ASSEMBLY z· ELECTRIC PRESS\111E REOJLATION MASTER VAL VE us· 811"55 FLOW SENSOR-tlQ.lOED ti CONTJ10LLER ASSEMBLY ~ sENsOR-tlct\OE!J ~ CONTOLLER ASSEMBI. Y AUTOMATIC CONTl!OillR -PROVllE RE<JW1CABLE BAT!tRY IACKU', l!EJER MANlJ. FOR VOL TAQ: AID TYPE. PROVllE Ll'E PRIMARY SURQ: PROTECTION FOR CONTROLLER. 11.0Cl(B) mE I.NON BALL VALVE -lfE SIZE 8ETRIC REMOTI: CONTROL VAL VE-m PB! PLAN ' IATTERY POWE2ED REMOTE CONTROL VALVE I.O(l(AB[E Ql!O: COLl'~C V Al VE nANSJTION BETWEEN PVC PfE AID COPPER PfE IRTCATION MAR.fl( 1' MAINIJ•iE ON STRUCTI.RE-NST ALI.BJ PER MEQWIICAL ENCHERS PLANS tlSTAll RECI.All!ED WATER STICKER 10' 0.C. L.t.TIRAL 1H ON STRUCTU1E-fNSTALU3) P8 MEOW<IICAL Et«MERS PLANS tlSTALL REctAl\tED WATER STlo:HI 10· O.C. IRRICATION LAmAL l1'E -sEE 11R. SPECS. FOR PfE DEPlll IRJCATION SLEEVE-SCH40 !IDER WALKS AID SOU0 ON VEHClJlAR PATHS IRRIGATION CONTROillR WRE ON STRUCTL.l1E-N CONDITT CONTROL VALVE SYMBOL ,-----t'..:IICIITES VALVE NO. rNo::-;. ('A .,.-f\lDICATES CONTROLLER Size <l'~CATES <l'M "-----t'J[)ICATES VALVE SIZE 1 IO 20 JO PIPE SIZING NOTE, All LATERAL LINES DOWNSTREAM OF THE LAST NUMERICALLY SIZED PIPE SHALL BE NO SMALLER THAN 3/4" CHECK VAL YES NOTE, QECI( VALVES SHAl1 BE MTAllED AS REQUIRED TO PREVENT All LOW IEAO 011Af,/ACE. IRRIGATION PRESSURE LOSS CALCULATION, POC •2 Centraler: C v ... ,, 7 a>M: 12.4 ITEM SIZE PSI LOSS WATIR METER l5' ,2 BA(l(FLOW 15' 14 FLOW SENSOR I-V4" J MASTER VAL VE z· I IIAltl'E ON STUCTURE (COPPER) S6Tol5'" 73 MAl'-U-E ISCH.40) 50'0 2· .G6 REMOTE CONTlOL VALVE t 2.7 LATERAL LtE IOO' 4 ATTNCS: OEN PERCENT PfE LOSSES) 1l4 l1 ElfVATION LOSS/!ICHEST IEAD(EL. X A33l -r -.433 IRICATION IEAD PRESSlfE -JO TOTAL: 502 AV MABLE ST ATic Pl!ESSUR£ 112 • RESIJUAL PSI: Sta SET PiESSl.llE RECI.LATINC MASTER VALVE TO, iSl'SI NOfl:: "AS BUILT" ... LICENSE EXP. REVIEWED BY: DATE: IRGATION DESIGN CRrfERIA, RECYCLED WATER IEIER •2 • ProJett Nunober CI04::D • Meter Size --------------'"'--Inch • Elev.11on feet • Zone/HQ f<>•t • POC swi, Pr•-· pd • R•-4 o,n.,,,t, Prefflll'e psi MAINLINE NOTE, IIRJGATION MAINLINE SHALL BE INSTALLED OUTSID£ TllE STREET RIGHT OF WAY. DRAINAGE NOTE• FOR AU. POllllt PLAH1ER81POt81 TIERE SIIALl IIE NO PfE TO Pl'E Dl:At/AQ: FROM POTS OR Pl.ANTERS TO STORM ()RAr;s. All RECYQED WATER MUST REMAIN ON SITE. SLEEVE NOTE SLEEVES SHALL BE INSTALLED FOR ALL IRRIGATION PIPES UNDER HARDSCAPE. All MAJNLINE SLEEVES SHALL BE INSTALLED WITH A CONTROL WIRE SLEEVE IN THE SAME TRENCH, ALL COPPER MAINLINES SHALL BE INSTALLED WITH A CONTROL WDlE SLEEVE, APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. URBAN ARENJX: 3195 Red Hill Avenve -Loft F Co!lo Mesa. Callfornlo 92626 f. 7!4.754.4500 f. 714,154.4545 Orange County • San Diego • Merced LICENSES CALIFORNIA CALIFORNIA ARIZONA UTAH NEVADA ACAD ALE: JOB NO.: SCALE: DATE: BID DATE: C L I #4192 1539 #390~ #32522 L3.0lrrPlan.dwg 06-009 I" C I0'-0" 05-10-07 E N T TCR Tramn1..U Crow Re..ldent!al 949 SOUTH COAST DRIVE # 400 COST A MESA, CA. 92626 T: (714) 966-9355 F : (714) 966-9355 PROJECT ·tuwnrfR ROSSING CARLSBAD. CALIFORNIA S H E ET T I T l E AS-BUILT IRRIGATION PLAN REYISIOIIS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, .i.SST. PLANNING DIRECTOR AND DISTRICT ENGINEER ~ m t-PR_IO_R _TO'l~MP~LEMEN--,,.T_AT~IO_N_IN~F~IELD_. ----------,----,----,----'-~--I &HEE42 T CITY OF CARLSBAD 0 PLANNING DEPARTMENT ~=='--========================'-'=~ DA TE INITIAL ENGINEER OF WOR REVISION DESCRIPTION DA TE INITIAL DA TE IIITIAL OTHER APPROVAL CITY APPROVAL LANDSCAPE PLANS FOR: BLUWA TER CROSSING -- OWN BY: PROJECT NO. I DRAWING NO, I CHKD BY: RVWD BY: CT04-11 ,,2-4L ) ' \ ) MAINLINE NOTE• IRRIGATION MAINLINE SHALL BE INSTALLED OUTSIDE THE STREET RIGHT OF WAY. DRAINAGE NOTE• Fa! AU. PODUl PLANlERS/POTSl 1llRE SHALl. BE NO PIPE TO PIPE DRAINAGE FROM POTS OR PLANTERS TO STORM DRAINS. ALL RECYa.ED WATER Ml51 REMAti ON SITE. SLEEVE NOTE SLEEVES SHALL BE INSTALLED FOR All IRRIGATION PIPES UNDER HARDSCAPE. All MAINLINE SLEEVES SHALL BE INSTALLED WITH A CONTROL WIRE SLEEVE IN THE SAME TRENCH. ALL COPPER MAINLiNES SHALL BE INSTALLED WITH A -CONTROL WIRE SLEEVE. REFER TO SHEET• 38 FOR IRRIGATION LEGEND IRRIGATION PPE SIZING CHART (a>M o S' FT/SEO Pl'E SIZE PVC a. 200 PVC Q. J15 PVC SOi 40 CXlPl'ER TYPE 1(' J/4" 10 ' ' ' r 16 M 12 12 1-V4" 26 24 22 • I-V2" :t5 10 10 26 2· 55 so so 45 2-V2" 10 70 70 70 r 120 100 IIO 100 CONTRACTOR SHALL SIZE ALL LATERAL PIPE ACCORDl'JC TO THS SIZINC LEGE~. "AS BUILr ... SIGNATURE 1/9:J- LICENSE EXP. REVIEWED 8Y: INSPECTOR MATOLtE -SEE SHEET 44 DATE: !fa~ JO !Q, 1.; ... , DATE: PIPE SIZING NOTE, ALL LATERAL LINES DOWNSTREAM OF THE LAST NUMERICALLY SIZED PIPE SHALL BE NO SMALLER THAN 3/4" CHECK VAL YES NOTE• GECK V 41. VES SHAU. BE "6T Al.lID AS REQl.1113) TO PREVENT 41.L LOW HEAD DRAINAGE. ,_ NOTE: URBAN AREN~ 3195 Red Hill Avenue-Loft F Costa Mesa. Colifornio 92626 T.114.154.4500 F. 714.7H.A5H Orange County • San Diego • Merced LICENSES CALIFORNIA CALIFORNIA ARIZONA UTAH NEVADA ACADALE: JOB NO.: SCALE: DATE: BID DATE: C L #4192 #539 13905 #32522 .:-::::;~'\._·379520-5301 I l3.0lrrP1on.dwg 06-009 I"= 10'-0" 05-10-07 E N T TCR Tnunnu,ll Cmw Resvten&l 949 SOUTH COAST DRIVE # 400 COSTA MESA. CA. 92626 T: (714) 966-9355 F: (714) 966-9355 p R 0 J E C T "lUWAlfR ·ROSSING CARLSBAD. CALIFORNIA S H E ET T I T l E AS-BUILT IRRIGATION PLAN APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. ~~-~_:_1~.~-l~_Mu_~_T_\_\~!;_~-~-~_N_F~_ri_ri_.u_au_c_~_M_T_H_EN_~_E_R_,A_s_sT_._~_-~G.D_~_cT_o_R_A_oo_~~m-cT_mTG_!~-~-·~1-43ETll __ c_,_r_v_o_F_c_A_R_L_s_B_A_D_~lls~s, . PLA-G DEPARTMENT . LAOOSCAPE PLANS FOR: BLUWATER CROSSING l---+---l'T'--------------+---l---l-----i-----11-APPR_ove_o___c: rtc_-_:<v..,.l;ua6r,.l.•-"'a=1--=i"-'------~""'--i"'="=~~-- . PLANNING DATE f-D,-Ac::T=-E-t-:IN=1=Tlc-:AL-t'-----------------t-:-OA".":TccE-+--,IN-IT_IA_L--t--D~A~TE-+-III-TI-AL--1 ~O=WN=B=Y,===;~=r'.'.'._':::..=.PR::::..::::0-=:JE_,;:C_:;T-=-N::::O-=.-=-=_:;--;:_::,;,~DR::::..::::..A:'.:WIN._:;;:G-=N.::::O.:= . .:=~ r--~~----t---~------1 CRVHKWDD BBYY: CT04-11 442-4L OTHER APPROVAL CITY APPROVAL · ENGINEER OF WORK REVISION DESCRIPTION ) B m "' w i] ~ w u z < ti; u ~ I u i u ~ ~ ~ I t' "' i "' < It' lJ ~ ~ f -0 ~ B I I ~ ! ~ -~ ~ l' a:; I I i1 i I I i i ~ I ~ ,iC ~ j MATCHLINE -SEE SHEET 43 w i!c ~ ; "' ~ ~ :,: ~ i Ii! < !i ~ ~ ~ ~ ~ ~ ~ 0 ; ~ 2 < ~ ~ -.. -. ,•-••~"tc"••, 10 ao IO NOTE: SIGNATURE D TE: 111/t-1fa1fa1 • LICENSE EXP. REVIEWED BY: 1€-F--·~ INSPECTOR DATE: REFER TO St-lEET• 38 FOR IRRIGATION LEGEND PIPE SIZING NOTE, ALL LATERAL LINES DOWNSTREAM OF THE LAST NUMERICALLY SIZED PIPE SHALL BE NO SMALLER THAN 3/ 4" CHECK VAL YES NOTE• QECI( VALVES SHALL BE NSTALLID AS REQlll8) TO PREVENT All LOW IEAD DRAINAGE. ~ MAINLINE NOTE• IIRIGATION MAINLINE SHALL BE INSTALLED OUTSIDE THE STREET lilGHT OF WAY. DRAINAGE NOTE1 FOIi AU.~ PI.AN181SlPOT81 1IERE Slw.L BE NO PFE TO PFE DR~Gl: ROM POTS OR PLANTERS TO STORM ORAtlS. ALL RECYQED WATER MUST REMAIN ON SITE SLEEVE NOTE SLEEVES SHALL BE INSTALLED FOR ALL IRRIGATION PIPES UNDER HARDSCAPE. ALL MAINLINE SLEEVES SHALL BE INSTALLED WITH A CONTROL WIRE SLEEVE IN THE SAME TRENCH. ALL COPPER MAINLINES SHALL BE INSTALLED WITH A CONTROL WIRE SLEEVE. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. URBAN ARENJX: 3195 Red Hill Avenve -Loft F Costa Mesa. California 92626 T. 71•.75(.4500 F. 71,1.75,1.,15,15 LICENSES CALIFORNIA CALIFORNIA ARTZONA UTAH NEVADA ACAD FILE: JOB NO.: SCALE: DATE: BID DATE: ---- #4192 #539 #3905 #32522 #379520-5301 L3.0lrrPlon.dwg 06-009 I"= I0'-0' 05-10-07 C L I E N T TCR Tnmunell Crow Re.kiential 949 SOUTH COAST DRIVE # 400 COSTA MESA, CA. 92626 T: (714) 966-9355 F: (714) 966-9355 PROJECT I LUWATfR CROSSING CARLSBAD. CALIFORNIA SHEET TITLE AS-BUILT IRRIGATION PLAN l--~-~_s1_0N'S_M_u_sT_B'E·A-PP_R_oVE_D_BY_P_u_BL-IC_H_m_TH_~_~_~_~_s_r._PLANNU1_~G-~_ec_T.OR_A_NO_~~TR_1c_T_~_G_~-~~1•HE44ETIL-----------~m PRIOR TO IMPLEMENTATION IN FTELO. CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE PLANS FOR: BLUWATER CROSSING I APPROVED: n,,,~&--t::JIA t,-(~•.Ji"f. I NNING DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ~ DATE INITIAL DATE INITIAL DWN BY: PROJECT NO. DRAWING NO. I CHKD BY: OTHER APPROVAL CITY APPROVAL RYWD BY: CT04-11 442-4L ----- g i 1¥ w Iii i!= ~ 0 l:l § <;_ i!l ~ \2 0 u i 8 ~ ~ 5 d i 5 If "' tl i ~ w ~ 1:3 3 w r u. D u ~ ~ r 8 f w "' => i u ~ ~ 3 ~ ,!; \2 i g I ~ i= 0 z < 63 "" < lb il: w ' ii. i!= :c ~ 2 M ~~~~,~~~~ 7 l@ CD VALVE BOX SEE IRRIGATION SPECS. FINISH GRADE BLOCKED TRUE UNION BALL VALVE VARIES • SEE IRRIGATION SPECS. FOR BOX TOP HEIGHT <!) PEA GRAVEL, 2" DEPTH. LEAVE 1"-2" AIR SPACE BETWEEN BOTTOM OF VALVE AND TOP OF PEA GRAVEL. @ PVC MAINLINE • SEE IRRIGATION SPECS. FOR PIPE DEPTH (D BRICK VALVE BOX SUPPORTS 12 MIN.I <!) RECLAIMED WATER ID TAG ©PVC 45 ELL @PVC NIPPLE BALL VALVE BallValveRecycled.dwg (D ROOTBALL (D FINISH GRADE N.T.S. <!) 4' DIA, BLACK FLAT DRAIN GRATE. SET TOP OF GRATE 1/2" ABOVE FINISH GRADE. <!) BUBBLER HEAD (SEE IRRIGATION LE GENDI (!;) PVC SCH 80 RISER (LENGTH AS REQUIRED.I © PEA GRAVEL (D PVC ELL <!:) PVC SCH 40 TEE OR ELL @ LATERAL <!) 24" LONG X 4' DIA. PVC PERFORATED PIPE. HOLES TO BE DIRECTED TOWARDS ROOTBALL. WRAP PIPE IN FL TER FABRIC. NOT TO SCALE BubblorTreeWell. dwg TREE WELL BUBBLER N.T.S. I """"'"' r.. !'I.RP(f: BACkRQ\J!c, .. ,1• llA0k LETTEIII TYPICAL SIGNS CD RECLAIMED WATER SIGN. ISEE TYPICAL SIGNS DETAILS ABOVEI • BOLT SIGN TO POST, SEE PLAN FOR LOCATION (D 1-1/2' SQ. GALVANIZED TELSPAR POST @ FINISH GRADE <!) 3" LONG GALVANIZED HEX BOLT WITH LOCKING NUT. @ CONCRETE FOOTING -~--© COMPACT SUBGRADE PER GEOTECNICAL SOILS ENGINEER Q) 2' SQ. GALVANIZED TELSPAR SLEEVE ADDITIONAL NOTES: THIS IS AN EXAMPLE OHL Y, THE CONTRACTOR SHALL CHECK FOR THE LATEST APPROVED SIGN DESIGN WITH ''THE RULES AND REGULATIONS FOR RECLAIMED WATER USE AND DISTRIBUTION WITH THE CITY OF SAN DIEGO,' DATED 1998, AND THE COUNTY OF SAN DIEGO DEPARTMENT OF HEAL TH SERVICES. NOT TO SCALE RECYCLED WATER WARNING SIGN N.T.S. NOTES: 1. ALL WIRE TO BE INSTALLED PER LOCAL CODES. 2. PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION IN VALVE BOX. [WRAP AROUND 1/2' PIPE 15 TIMES-REMOVE PIPEI. 3. COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS UNDISTURBED ADJACENT SOIL 4. INSTALL ONLY 1 VALVE PER VALVE BOX. REMOTE CONTROL VALVE <D EXPANSION CURLS WITH WATERPROOF WIRE CONNECTORS AT SPLICES (SEE IRR. SPECS.I © PVC LATERAL TO SPRINKLERS, ANGLE TO SPECIFIED DEPTH W/ 45 ELLS © VALVE BOX • SEE IRR. SPECS. FOR MODEL NO, MFGR., & HEIGHT ABOVE FINISH GRADE. (D REMOTE CONTROL VALVE <!) FINISH GRADE @ PVC ELL (D PVC NIPPLE <!) 2" tAYER OF PEA GRAVEL. LEAVE 1"-2' AIR SPACE BETWEEN BOTTOM OF VALVE AND TOP OF PEA GRAVEL © BRICK SUPPORT (11 AT EACH CORNER @ PVC MAINLINE FITTINGS @ CONTROLLER WIRES ® PVC SCH 80 UNION @ RECLAIMED WATER ID. TAG @ PVC MALE ADAPTER @ PVC SCH 80 THREADED NIPPLE RemoleConlrolValveUnionRecycled.dwg N.T.S. ~ WATER FLOW) G w I- i w w (/J X MIN. 15X PIPE DIA. (D FLOW SENSOR UNIT (D FLOW SENSOR WIRE (PER PLANI <!) 1' PVC ELEC. WIRE CONDUIT TO CONTROLLER © MASTER VALVE Q) BRICK SUPPORTS @ MAINLINE TO AUTOMATIC CONTROL VALVES NOTE: MIN. 15X PIPE DIA. THERE SHALL BE NO SPLICES BETWEEN FLOW SENSORS AND CONTROLLER. ALL CONDUIT END POINTS SHALL BE FR.LED WITH EPOXY TO ENSURE WATERPROOFING. CONTRACTOR SHALL USE DIFFERENT COLORS FOR VALVE LEAD WIRES TO DISTINGUISH BETWEEN SENSOR AND FIELD LEADS. MAINLINE MUST BE DOWNSIZED TO SIZE OF FLOW SENSOR TEE BETWEEN MASTER VALVE AND FLOW SENSOR AND AFTER FLOW SENSOR. DISTANCES ARE SHOWN ABOVE. FLOW SENSOR INSTALLATION 8 ;,_; ;_ ''··~" '. -• /:i:}\::·:,::::\(:.:::; ..... -~.;_ .... -J= ~ 0 z w w w 6" FlowSensortadera(12l.dwg Q) NON-PRESSURE LATERAL LINE PIPING. (D PRESSURE MAINLINE PIPING FOR RECLAIMED WATER. C!) PROVIDE CLEAN BACKFILL 2" UNDER AND 4' AROUND PIPE. @ SEE IRRIGATION SPECIFICATIONS FOR BACKFILL (D PRESSURE MAINLINE PIPING FOR POTABLE WATER, F ANY. <!) CONTROL WIRE-BUNDLE AND TAPE EVERY 10 FEET. INSTALL ADJACENT TO PRESSURE MAINLINE. AND COMPACTION REQUIREMENTS. Q) FINISH GRADE. @ PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN POTABLE AND IRRIGATION MAINLINE l'IPIHG. © llECVCLED WATER WARNING TAPE TO BE INSTALLED DIRECllY, AND 12', ABOVE THE llECYCLED WATER MAINLINE NOTE: MINJl~UM BACKFILL DEPTHS FROM GRADE TO TOP OF MAINLINE: 24" FOR PIPE SIZES 3' AND LARGER. 18" FOR PIPE SIZES 2 1/2' AND SMALLER. Trechin!IRW25(1CDC).dwg TRENCHING N.T.S. · F NOTES: <I) REDUCED PRESSURE BACKFLOW PREVENTER W/ BALL VALVES (D 3' BRASS THREADED NIPPLE © BRASS UNION <!) PRESSURE REGULATOR @ FINISH GRADE @ BRASS RISER (LENGTH AS REQUIRED, TYP.> (D BRASS ELBOW (TYP.I © TO POINT OF CONNECTION © P.V.C. SCll 40 FEMALE ADAPTER ITYP .I @ 12"x12"x30" CONCRETE THRUST BLOCK @ 8' BRASS THREADED NIPPLE (TYP .I ® P.V.C. MAINLINE, SEE IRRIGATION SPECS. FOR PIPE DEPTH t ALL RISER, UNIONS, ELBOWS AND NIPPLES SHALL BE RED BRASS. 2. CLOSE NIPPLES SHALL NOT BE USED 3. EQUIPMENT TO BE INSTALLED A MIN. OF 12' FROM WALLS, BUILDINGS, ETC. 4. INSTALL AND TEST BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES AND HEAL TH DEPT. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION. 5. INSTALL ASSEMBLY IN SHRUB AREAS. 6. TEFLON TAPE ALL THREADS. 7. BACKFLOW SHALL BE INSTALLED PER CMWD STANDARD DETAIL W-20 NOT TO SCALE Backflov.febcoPressReg.dwg REDUCED PRESSURE BACKFLOW N.T.S. . . '• 4 . . . 8' CD POP-UP SHRUB HEAD (D PURPLE COVER @ FINISH GRADE <!) WALK OR CURB <!) PVC LATERAL LINE. SEE IRRIGATION SPECS. FOR PIPE DEPTH. © MARLEX STREET ELL (D PVC SCH 40 90 DEGREE ELL <!) 6" SCH 80 PVC NIPPLE THREADED BOTH ENDS © PVC SCH 40 TEE OR ELL NOT TO SCALE U.----------L..'.::::::,!~l--..ll SprayPopupRecycled.dwg POP UP SPRAY HEAD N.T.S. A E TOP Vlf.W ,---7 --1 1 I I I L ___ _J r-1 L_J c==J 4" MIN. (D CONTROLLER ASSEMBl Y (CA SERIES! BY UNITED GREEN TECH 18001 427-0779, SEE IRRIGATION PLAN FOR MODEL I. (D CONTROL WIRES & COMMON WIRE @ 3/4" PVC CONDUIT FOR 120 VOLT WIRE <!) CONCRETE PAD • SLOPE TOP TO DRAIN AWAY FROM ENCLOSURE (D ATTACH ENCLOSURE TO CONCRETE PAD PER l.t=G. 'S SPECIFICATIONS @ PVC CONDUIT FOR CONTROL WIRES, SIZE AS REQUIRED Q) FINISH GRADE <!) UF DIRECT BURIAL WIRES SINGLE STRAND COPPER (TO REMOTE CONTROL VALVESI, SEE IRRIGATION SPECIFICATIONS © RAIN SHUT-OFF SENSOR DEVICE NOTE: ALL WIRING TO BE INSTALLED PER LOCAL CODE ControllerPedUGT.dwg AUTOMATIC CONTROLLER N.T.S. 2r-----.. 10 (D FINISH GRADE © VALVE BOX (BOX TOP HEIGHT ABOVE FINISH GRADE VARIES, SEE IRRIGATION SPECFICATIONS FOR HEIGHTl © QUICK COUPLING VALVE W/ PURPLE COLOR LOCKING VINYL COVER <!) PEA GRAVEL (2" DEPTHI <!) BRICK SUPPORTS (2 MIN.I @ 8' BRASS NIPPLE Q) BRASS COUPLING <!) BRASS ELBOW QUICK COUPLER . • © PVC SCH. 40 FEMALE ADAPTER @ ONE CUBIC FOOT OF CONCRETE @ PVC SCH. 40 ELBOW OR TEE @ PVC MAINLINE, SEE IRRIGATION SPECS. FOR PIPE DEPTH @ BRASS NIPPLE (LENGTH AS REOUIREDI @ PVC NIPPLE (SCH. 40 OR CLASS 315, SEE IRR. SPECSI • ALL BRASS TO BE RED BRASS • QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE NOT TO SCALE Q uickC o uplerRec ycled.dwg N.T.S. J. .. URBAN ARENA: 3195 Red Hill Avenue· Loft F Costa Mesa, Colifornia 92626 T. 714.754.4500 F. 714.754.4545 Orange County , San Diego • Merced L I C E CALIFORNIA CALIFORNIA ARIZONA UTAH NEVADA ACAD FILE: JOB NO.: SCALE: DATE: BID DATE: N s E s 114192 #539 #3905 #32522 #379520-5301 ·l.3.1 lrrDel.dwg 06-009 N.T .S. 05-10-07 l ST SUBMITTAL !COUNTY): l ST SUBMITTAL PLANNINGJ: 2ND SUBMITTAL: 02-20-07 02-21-07 05-10-07 C L I E N T TCR Trammell Crow Resklential 949 SOUTH COAST DRIVE # 400 COSTA MESA, CA. 92626 T: (714J 966-9355 F: (714} 966-9355 PROJECT (D IRRIGATION CONTROL AND COMMON WIRES POTAl!ILE BERW'.:I. UNE:-----~1 lUWnlfR Q) 1" PVC SLEEVE INSTALLED IN CONCRETE (STRUCTURAL SLABI • PER ELECTRICAL PLANS <!) STRUCTURAL SLAB BY OTHERS © PLANTER AREA • REFER TO CONSTRUCTION PLANS ... ... 4 WallPlanlerPodlum-06-009. dwg K CONTROL WIRE IN CONDUITS td' MtN!MUU Wo\TIJl IRRICATlON 'Wlruhl!. 'M1II Sl.££\1:. Rtffl.AIMl:'.D WAlER LRfllCA llClt MAINlltl IM'IM !1.££~-------' T A~E $ERVICE LII\E CROSSING POT ABLE MAINLINE CROSSING NOTE: ROSSING CARLSBAD. CALIFORNIA S H E ET T I T L E IRRIGATION DETAILS APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. REVISIONS MUST BE APPROVED BY PUBLIC 1£ALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER ~ PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD m ~~--~~~s·~=~o _ PLANNING DEPARTMENT LANDSCAPE PLANS FOR: BLUWATER CROSSING l-----t--+.D,.:>--------------+---+---1----l---l I APPR01'-J .... (CJ-:, ~~ l\·-Z.."T,cl . · PLANNING _...,_,::.._;,.,DA.;;TE,,...:.. __ l--::-c=:-+=cc--¥--"--------------l.---1----l---+----1 ;::...=-=-=-=-=-=--=--=--=--=-":'~=-=-=-=-=-=-=-=-=-=-::..,::;-;:=========: DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: PROJECT NO. DRAWING NO. ENGINEER OF won REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~~~ :i: CT04-tt 442-4L I j I ; I I ' I 1 •' 1 ' l . l ' . i 1 ····:i~I ·· LANDSCAPI IRRIGATION SPECIFICATIONS 1, SCOPE, THESE SPECIFICATIONS ARE INTENDED TO PROVIDE SUPPLEMENTAL INFORMATION TO THE CARLSBAD MUNICIPAL WATER DISTRICT (CMWD) AND COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH (DEH) SPECIFICATIONS. THE CONTRACTOR SHALL BE REQUIRED TO CONFORM TO THE URBAN ARENA IRRIGATION SPECIFICATIONS EXCEPT WHEN SUPERCEDED BY THE CITY'S SPECIFICATIONS AND THE SUPPLEMENTAL INFORMATION. PROVIDE LABOR, MATERIALS, PERMITS, EQUIPMENT, SUPERVISION, SERVICES AND TRANSPORTATION AND ALL OTHER ITEMS NECESSARY TO PERFORM All IRRIGATION WORK AS INDICATED AND SPECIFIED ON PLANS PREPARED BY URBAN ARENA. INCLUDING All RECORD DRAWINGS, REDUCED DIAGRAMMATIC PLANS, GUARANTEES, AND SERVICE MANUALS. WORK SHALL BE COMPLETED IN AN EFFICIENT AND SATISFACTORY MANNER TO THE HIGHEST WORKMANLIKE STANDARDS ESTABLISHED FOR SPRINKLER INSTALLATION AND OPERATION. 2, GENERAL CONDITIONS: A. CONTRACTOR SHALL VERIFY All CONDITIONS INDICATED ON THE PLANS. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE IN WRITING OF ANY DISCREPANCIES IN THE PLANS AND FIELD CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. FAILURE TO NOTIFY THE OWNER~ REPRESENTATIVE IN WRITING EXEMPTS THE CONTRACTOR FROM GAINING COMPENSATION FOR REQUIRED CHANGES. B. CONTRACTOR SHALL CHECK All SITE CONDITIONS, AND VERIFY THE EXISTENCE, LOCATION AND SIZE OF UTILITIES AND SERVICES PRIOR TO BEGINNING WORK. . C. THE IRRIGATION DESIGN AS INDICATED ON THE DRAWINGS IS DIAGRAMMATIC. SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH WORK, CHECK AND VERIFY SIT!' DIMENSIONS. D. DO NOT INSTALL THE IRRIGATION SYSTEMS WHEN UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DISCREPANCIES IN AREAS OR DIMENSIONS EXIST. IMMEDIATELY BRING DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. IF NOTIFICATION IS NOT GIVEN, THE CONTRACTOR SHALL ASSUME All RESPONSIBILITY FOR REQUIRED REVISIONS AND COSTS. E. CONTRACTOR SHALL COORDINATE INSTALLATION OF IRRIGATION WORK TO AVOID CONFLICTS WITH PLANTING, UTILITIES, ENGINEERING AND ARCHITECTURAL FEATURES. CONTRACTOR IS RESPONSIBLE FOR COORDINATING HIS WORK WITH OTHER TRADES. F. CONTRACTOR SHALL PROTECT INSTALLED CONTRACT WORK AND WORK OF OTHERS. G. CONTRACTOR SHALL APPLY AND PAY FOR NECESSARY PERMITS AND FEES REQUIRED IN PURSUIT OF WORK AS REQUIRED BY GOVERNING CODES. ' H. LOCAL, MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATED TO A PORTION OF THIS WORK ARE HEREBY MADE A PART OF THESE SPECIFICATIONS. I. CONTRACTOR SHALL KEEP PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS AND RUBBISH INCIDENTAL TO WORK DURING CONSTRUCTION AND MAINTENANCE PERIOD. BROOM CLEAN All PAVED AREAS. J. CONTRACTOR SHALL NOTE All FINISH GRADES BEFORE COMMENCING WORK. RESTORE FINISH GRADE CHANGED DURING COURSE OF THIS WORK TO ORIGINAL OR INTENDED CONTOURS WHERE PRACTICAL. K. NO DEVIATION FROM PLANS AND SPECIFICATIONS IS AUTHORIZED, UNLESS WRITTEN AUTI-IORIZATION IS OBTAINED FROM THE OWNER'S REPRESENTATIVE OR HIS APPOINTED REPRESENTATIVE IN ADVANCE. L. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT REMOVAL AGREEMENT If REQUIRED FOR All IRRIGATION EQUIPMENT LOCATED WITHIN PUBLIC RIGHT OF WAY. M. CONTRACTOR SHALL REUSE EXISTING IRRIGATION EQUIPMENT THAT IS IN PROPER WORKING CONDITION. A LIST OF EQUIPMENT TO BE REUSED SHALL BE SUBMIITTD TO OWNER'S REPRESENTATNE FOR APPROVAL. N. IRRIGATION SYSTEMS REQUIRED TO REESTABLISH VEGETATION ON DISTURBED AREAS.SHALL BE TEMPORARY AND REMOVED AT THE CITY'S DISCRETION PRIOR TO CITY ACCEPTANCE OF MAINTENANCE OF THE AREAS IN QUESTION AT THE COMPLETION OF THE TWO (2) YEAR MAINTI'NANCE PERIOD. 0. THE CONTRACTOR SHALL NOT INSTALL A STRAINER ON THE IRRIGATION SYSTEM. 3. RECLAIMED WATER USE NOTES : 1. All WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRIC~ RULES AND REGULATIONS. 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EAr:ING AREAS SHALL BE PROTKTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST, OR RUNOFF. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY AND MISTING. 4. MOSE BIBS ARE STRICTLY PROHIBITED. 5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSaAD MUNICIPAL WATI'R DISTRICTS RULES AND REGULATIONS. 8. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 9:00P.M. TO 6:00AM. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRGATION WITH WATER OF A LESSER QUALITY THAT DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 9:00P.M. AND 6:00AM. 9. BURIAL OF All WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICrs RULES AND REGULATIONS. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TH MINIMIZE OR ELIMINATE OVER-SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FRO THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER DISTRICTS RULES AND REGULATIONS. 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OR THE CALIFORNIA HEALTH AND SAFETY CODE. 14. All IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING, "NON-POTABLE OR RECYCLED WATER."COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICTS RULE AND REGULATIONS. 15. ON NEW ON-SITE (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHOUlD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND /OR REGULATORY AGENCY, MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 17. IF A CONSTANT PERSSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WAT[R LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICTS RULES AND REGULATIONS. 18. DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTOIN TEST AND COVERAGE TEST AS DIRECTED BY CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO ANY USE OF. RECYCLED WATER. 19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS Will BE FORWARDED TO THE NON-INSPECTING PARTY. 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATI'R 'DO NOT DRINK' SIGNS SHALL BE CALLED OUT ON THE PLANS. 21. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, THE RECYCLED PURVEYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHAll BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY llEPARTMENT OF ENVIRONMENTAL HEALTH. IN CASE OF EMERGENCY CONTACT ___________ AT __________ _ NAME PHONE NUMBER OR AFTER HOURS CONTACT ___________ AT~---------- NAME PHONE NUMBER 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELIS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNT/>JNS AND/OR DESIGNATED OUTDOOR EATING AREAS ON THIS SITE. 24. EDUCATI' ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF TI-IE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GNEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. 25. A PHYSICAL SEPERATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPERATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. 5. SUBMITTAL: CONTRACTOR'S MAINTENANCE PERIOD SHALL NOT BE TERMINATED UNTIL THE FOLLOWING CONDITIONS ARE MET: A. RECORD DRAWINGS: 1. CONTRACTOR SHALL RECORD WORK AS IT IS ACTUALLY INSTALLED ON AN ERASABLE XEROX VELLUM BASE OF THE IRRIGATION DRAWING, MAKE CHANGES TO XEROX VELLUM BASE IN INK (NO BALL POINT PEN), AND MAINTAIN CURRENT RECORD DRAWINGS ON THE SITE. THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE lANDSCAPE ARCHITECT WITH All AS BUILT DEMENSIONS. THE FINAL "AS BUILT" RECORD DRAWINGS SHALL BE DRAFTED AND PREPARED BY THE LANDSCAPE ARCHITECT. FINAL IRRGATION AS-BUILT PLANS Will BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND FINAL MYLARS Will BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO PLANNING DEPARTMENT SIGNING THE PERMIT CARD. 2. RECORD DIMENSIONS FROM TWO DIFFERENT PERMANENT POINTS OF REFERENCE (BUILDINGS, MONUMENTS, CURB RETURNS, ETC.) FOR THE FOLLOWING ITEMS: A. WATER METER AND BACKFLOW ASSEMBLY B. CONNECTIONS TO EXISTING WATER LINES C. BALL, QUICK COUPLING AND AUTOMATIC CONTROL VALVES D. ROUTING OF PRESSURE LINES E. SOURCE OF ELECTRICAL POWER FOR CONTROLLER, LOCATION OF CONDUIT AND CONDUCTORS FROM SOURCE TO CONTROLLER, ROUTING OF ELECTRICAL WIRES, AND SPARE WIRE LOCATIONS F. PIPE AND ELECTRICAL SLEEVES G. IRRIGATION HEADS HAVING A DESIGN RADIUS Of 30' OR MORE 3. CONTRACTOR SHALL SUBMIT ONE SET OF COMPLETED RECORD DRAWINGS TO THE OWNER'S REPRESENTATIVE PRIOR TO THE BEGINNING OF THE SPECIFIED MAINTENANCE PERIOD AND OWNER'S REPRESENTATIVE SHALL VERIFY COMPLETENESS PRIOR TO FINAL ACCEPTANCE. 8. CONTROLLER CHARTS: THE CONTRACTOR SHALL PREPARE THE CONTROLLER CHARTS AND PLACE THEM IN THE CONTROLLERS BEFORE COMMENCING SERVICE. CONTRACTOR SHALL VERIFY COMPLETENESS OF RECORD DRAWINGS WITH OWNER'S REPRESENTATIVE PRIOR TO PREPARING THE CONTROLLER CHARTS. THE CONTROLLER CHARTS SHALL BE PREPARED AS FOLLOWS: 1. PROVIDE ONE CONTROLLER CHART FOR EACH AUTOMATIC CONTROLLER SHOWING THE AREA COVERED BY THE CONTROLLER. THE CHART MUST SHOW CLEARLY ALL AREAS UTILIZING RECLAIMED IRRIGATION WATER AND POTABLE IRRIGATION WATER. THE CHART SHALL BE THE MAXMUM SIZE THE CONTROLLER DOOR Will ALLOW. 2. THE CHART IS TO BE A REDUCED DRAWING Of THE ACTUAL AS-BUILT SYSTEM. THE LINE WEIGHTS AND LETTERING ON THE ORIGINAL CONTROLLER CHART DRAWING SHALL BE SO DRAWN THAT THE REDUCED CHART IS CLEARLY READABLE. 3. THE CHART SHALL BE A BlACKLINE PRINT WITH A DIFFERENT COLOR USED TO SHOW AREA OF COVERAGE FOR EACH STATION. 4. WHEN COMPLETED AND APPROVED, THE CHARTS SHALL BE HERMETICALLY SEALED BETWEEN TWO PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM OF TEN (10) MILS THICK. C. SERVICE MANUALS, KEYS, EQUIPMENT, AND GUARANTEES: 1. CONTRACTOR SHALL SUBMIT TWO (2) SERVICE MANUALS FOR IRRIGATION EQUIPMENT TO OWNER'S REPRESENTATNE. MANUALS MAY BE LOOSE LEAF AND SHALL CONTAIN COMPLETE DRAWINGS OF All EQUIPMENT INSTALLED SHOWING COMPONENTS AND CATALOG NUMBERS TOGETHER WITH THE MANUFACTURER'S NAME AND ADDRESS. OPERATION INSTRUCTIONS SHALL BE SIMPLE ENOUGH TO BE UNDERSTOOD WITHOUT SPECIAllZED KNOWLEDGE. 2. CONTRACTOR SHALL SUBMIT TWO (2) SETS Of KEYS PER EACH CONTROLLER. A COPY OF THE EQUIPMENT GUARANTEES SHALL BE PROVIDED TO THE OWNER'S REPRESENTATIVE. 3. THE CONTRACTOR SHALL SUPPLY THE FOLLOWING TOOLS: A TWO (2) SETS OF SPECIAL TOOLS REQUIRED FOR REMOVING, DISASSEMBLING, AND ADJUSTING EACH TYPE OF SPRINKLER AND VALVE ON THIS PROJECT. B. ONE (1) QUICK COUPLER KEY AND MATCHING HOSE SWIVEL FOR EACH TYPE OF QUICK COUPLING VALVE INSTALLED. 6, WATEI SUPPLY, A. GENERAL: 1. POTABLE WATER SUPPLY SHALL BE CLEAN, FREE OF SUSPENDED PARTICLES, ALGAE, OR CHEMICALS THAT MAY FORM INSOLUBLE PRECIPITATES IN THE EQUIPMENT OR MAY BE DETRIMENTAL TO PLANTINGS. 2. WHEN THE PROJECT IS SERVED BY RECLAIMED WATER AND IS ALSO SERVED BY POTABLE WATER SYSTEMS AND PIPING, THE EXPOSED PORTIONS OF THE PIPELINES SHALL BE PAINTED, BANDED OR MARKED TO DISTINGUISH CLEARLY WHICH IS USED FOR POTABLE WATER AND WHICH IS USED FOR RECLAIMED WATER. IN ADDITION, All NEW UNEXPOSED PIPES INSTALLED ON ANY SUCH PROPERTY SHALL BE SIMILARLY PAINTED, BONDED OR MARKED. ALL RECLAIMED WATER OUTLETS SHALL BE POSTED WITH BILINGUAL PRECAUTIONARY SIGNS. MAIN SHUT-OFF VALVES SHALL BE CLEARLY IDENTIFIED TO DISTINGUISH BETWEEN RECLAIMED WATER AND POTABLE WATER. 3. All CONNECTIONS TO RECLAIMED WATER SYSTEMS SHALL BE IDENTIFIED IN SUCH A MANNER AS TO DIFFERENTIATI' THEM FROM CONNECTIONS TO POTABLE WATER SYSTEM. 4. NO CROSS-CONNECTIONS BETWEEN POTABLE WATER AND RECLAIMED WATER ARE PERMIITTD. B. WATER SERVICE: 1. INDIVIDUALLY ASSESSED AREAS AND INDIVIDUALLY OWNED (OR TO BE OWNED) LOTS SHALL HAVE SEPARATELY METERED AND CONTROLLED IRRIGATION SYSTEMS. IRRIGATION SHALL BE CONFINED TO THE INDIVIDUAL AREAS, WITHOUT OVERSPRAY ONTO ADJACENT AREAS OR ACROSS PROPERTY LINES. SPECIAL SITUATIONS MAY BE APPROVED OR REQUIRED BY THE PLANNING DIRECTOR ARCHITECT TO VARY FROM THESE REQUIREMENTS. 2. CITY APPROVED BACKFLOW PREVENTION UNITS ARE REQUIRED ON All IRRIGATION SYSTEMS. INSTALLATION SHALL COMPLY WITH All APPLICABLE HEALTH AND SAFETY CODES. 3. CENTER ISLANDS, OPEN SPACE AREAS, PARKS, AND STREET RIGHTS-OF-WAY IRRIGATION SYSTEMS SHALL BE AUTOMATED AND SHALL HAVE THEIR OWN WATER METERS AND SERVICES UNLESS THEY AREA PART OF THE SAME MAINTENANCE ASSESSMENT DISTRICT, WHEREBY, THEY MAY THEN SHARE THE SAME METI'R AND SERVICE. 4. A GUARD FENCE OR STAINLESS STEEL ENCLOSURE WILL BE INSTALLED TO PROTECT BACKFLOW PREVENTION UNITS IF THE UNITS ARE LOCATED WITHIN FIVE FEET OF A PEDESTRIAN TRAVEL WAY. 5. THERE Will BE NO SHARING OF WATER WITH PRIVATE PROPERTY. 6. CONTACT WATER UTILITIES SERVICE DNISION (533-4100) FOR WATIR S[RVICE INFORMATION. 7. GUARANTEE; THE SITE SPRINKLER SYSTEM, INCLUDING WORK DONE UNDER THIS CONTRACT, SHALL BE GUARANTEED IN WRITING AS TO MATERIAL AND WORKMANSHIP, INCLUDING SETTLING OF BACKFILLED AREAS BELOW GRADE FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE ENDING OF THE SPECIFIED MAINTENANCE PERIOD. THIS DAT!' SHALL BE DETERMINED BY THE OWNER'S REPRESENTATIVE AFTER REVIEW OF THE SPECIFIED IRRIGATION WORK. IMMEDIATELY REPAIR DAfMGE TO THE SYSTEM AND SITE CAUSED BY FAULTY MATERIALS OR WORKMANSHIP AT NO COST TO THE OWNER. PROVIDE INSTRUCTION TO THE OWNER'S REPRESENTATIVE AND FUTURE MAINTENANCE PERSONNEL IN THE OPERATION OF THE IRRIGATION SYSTEMS. THE OWNER RETAINS THE RIGHT TO MAKE EMERGENCY REPAIRS WITHOUT RELIEVING THE CONTRACTOR'S GUARANTEE OBLIGATIONS. IN THE EVENT THE CONTRACTOR DOES NOT RESPOND TO THE OWNER'S REQUEST FOR REPAIR WORK UNDER THIS GUARANTEE WITHIN A TIMELY MANNER, THE OWNER MAY MAKE SUCH REPAIRS AS HE MAY DEEM NECESSARY AT TI-IE FULL EXPENSE OF THE CONTRACTOR. GUARANTEE: THE CONTRACTOR'S GUARANTEE SHALL CONSIST OF SECTION 308,7 OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: THE ENTIRE IRRIGATION SYSTEM SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF ACCEPTANCE OF WORK. SHOULD THE CONTRACTOR FAIL DURING THE GUARANTEE PERIOD TO EXPEDITIOUSLY CORRECT A DEFECT UPON WRITTEN NOTIFICATION BY THE CITY, THE CITY SHALL CAUSE THE WORK TO BE CORRECTED AND Bill THE ACTUAL COSTS INCURRED TO THE CONTRACTOR. DEFECT CORRECTIONS SHALL INCLUDE THE COMPLETE RESTORATION OF EXISTING IMPROVEMENTS THAT WERE DAMAGED AS A RESULT OF THE DEFECT. 8. MATERIALS, A GENERAL: 1. PROVIDE NEW MATERIALS AND EQUIPMENT OF BEST QUALITY OBTAINABLE, WHICH COMPLY WITH DRAWINGS AND SPECIFICATIONS. 2. NO SUBSTITUTION OF SPECIFIED MATERIALS OR EQUIPMENT SHALL BE MADE WITHOUT REVl['A,' BY URBAN ARENA AND WRITTEN APPROVAL FROM THE OWNER'S REPRESENTATNE. 3. All MATERIALS AND EQUIPMENT USED IN SPRINKLER IRRIGATION WORK SHALL BE N['A,' AND WITT,OUT FLAWS OR DEFECTS AND OF QUALITY AND PERFORMANCE AS SPECIFIED. PRIOR TO INSTALLATION OF ANY IRRIGATION WORK, THE CONTRACTOR SHALL SUBMIT FOR APPROVAL BY THE CITY, A LIST OF All MATERIALS AND EQUIPMENT HE PROPOSES TO USE. SHOULD THE CONTRACTOR PROPOSE TO USE MATERIAL(S) OR EQUIPMENT OTHER THAN THOSE LISTED AS "APPROVED', HE SHALL SUBMIT IN WRITING, TO THE CITY A REQUEST TO DEVIATE FROM THE APPROVED UST. SAMPLES OF THE MATERIAL (S) OR EQUIPMENT SHOULD ACCOMPANY THE REQUEST TO ASSIST IN THE EVALUATION OF THE PROPOSED SUBSTITUTION. THE BURDEN OF PROOF SHALL BE BORNE BY THE CONTRACTOR. 4. ALL PRESSURE PIPE INSTALLED ABOVE GROUND SHALL BE GALVANIZED STEEL SCHEDULE 40 PIPE, OR UV RESISTANT PVC. ----~ B. IRRIGATION PIPE AND FITTINGS: 1. POTABLE PVC PIPE: A PIPE SHALL BE MADE FROM NSF APPROVED, TYPE I, GRADE II PVC COMPOUND CONFORMING TO ASTM RESIN SPECIFICATION Dl 784. PIPE SHALL MEET REQUIREMENTS SET FORTH IN FEDERAL SPECIFICATION PS-22-70 WITH AN APPROPRIATI' STANDARD DIMENSION RATIO. B. All PLASTIC PIPE SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH THE FOLLOWING INFORMATION: MANUFACTURER'S NAME, NOMINAL PIPE SIZE, SCHEDULE OR CLASS, PRESSURE RATING IN PSI, NSF APPROVAL AND DATE OF EXTRUSION. C. All SOLVENT SHALL BE AS RECOMMENDED BY MANUFACTURER OF PIPE FITTING AND AS APPROVED. USE NO SOLVENT FROM CANS THAT HAVE BEEN OPENED OVERNIGHT. D. PVC PRESSURE LINES TO BE INSTALLED UNDERGROUND: 1. ALL PIPE 2' AND LARGER SHAll BE CLASS 315 2. ALL PIPE SMALLER THAN 2" SHALL BE SCH 40 3. FITTINGS SHALL BE SCHEDULE 80 E. PVC NON-PRESSURE LINES TO BE INSTALLED UNDERGROUND: 1. ALL PIPE SHALL BE SCHEDULE 40, 3/4 INCH MINIMUM 2. FITTINGS SHALL BE SCH. 40 . F. PVC FITTINGS, SOLVENT WELDED TYPE PVC SCH 80, TYPE II NSF APPROVED, SHAllCONFORM TOASTM TEST PROCEDURE D 2466. G. PVC FITTINGS SHALL BEAR THE MANUFACTURER'S NAME OR TRADEMARK, MATERIAL DESIGNATION, SIZE, APPLICABLE I.P.S. SCHEDULE AND NSF APPROVAL. H. NO CLOSE NIPPLES OR CROSSES SHALL BE USED. PVC NIPPLES SHALL BE BLACK IN COLOR. 2. RECLAIMED PVC PIPE: A PIPE SHALL BE PURPLE COLORED PVC MATERIAL MEETING ASTM-Dl 784, TYPE I, GRADE I, PVC-1120 CELL CLASS 12454-8 SPECIFICATIONS AS MANUFACTURED BY BROWNLINE INC. OR EQUAL. B. ALL PLASTIC PIPE SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH THE FOLLOWING INFORMATION: MANUFACTURER'S NAME, NOMINAL PIPE SIZE, SCHEDULE OR CLASS, PRESSURE RATING IN PSI, NSF APPROVAL AND DATE OF EXTRUSION. C. A WARNING MUST BE IMPRINTED ON All RECLAIMED WATER PRESSURE AND NON PRESSURE SERVICE PIPES CONTINUOUSLY AND PERMANENTLY ON TWO SIDES WITH THE FOLLOWING INFORMATION IN 5/8" BLACK LETTERS: 'CAUTION: RECLAIMED WATI'R • DO NOT DRINK', AND "PELIGRO: AGUA IMPURA-NO BEBER'. D. PRESSURE LINES TO BE INSTALLED UNDERGROUND: 1. All PIPE 2' AND LARGER SHALL BE CLASS 315 2. ALL PIPE SMALLER THAN 2" SHALL BE SCH 40 3. FITTINGS SHALL BE SCHEDULE 80 PVC E. NON-PRESSURE LINES TO BE INSTALLED UNDERGROUND: 1. ALL PIPE SHALL BE SCHEDULE 40, 3/4 INCH MINIMUM 2. FITTINGS SHALL BE SCH. 40 PVC. F. FITTINGS: SOLVENT WELDED TYPE PVC SCH BO, 1-2, II-NSF APPROVED AND SHALL CONFORM TO ASTM TEST PROCEDURE D 2466. J. FITTINGS SHALL BEAR THE MANUFACTURER'S NAME OR TRADEMARK, MATERIAL DESIGNATION, SIZE, APPLICABLE I.P.S. SCHEDULE AND NSF APPROVAL. K. All SOLVENT SHALL BE AS RECOMMENDE_D BY MANUFACTURER OF PIPE FITTING AND AS APPROVED. USE NO SOLVENT FROM CANS THAT HAVE BEEN OPENED OVERNIGHT. L. NO CLOSE NIPPLES OR CROSSES SHALL BE USED. PVC NIPPLES SHALL BE BLACK IN COLOR. 3. UVR/PVC PIPE AND FITTINGS (BROWNLINE OR EQUAL): A PRESSURE LINE PIPE SHALL BE PVC 1120, TYPE I GRADE I NSF APPROVED, AS MANUFACTURED BY BROWNLJNE PIPE COMPANY (OR EQUAL) IN ACCORDANCE WITH ASTM D-1 7B5 AND SHALL BE OF NOMINAL SCHEDULE 40 PIPE CLASSIFICATION. MATERIAL SHALL MEET ASTM D-1784, CELL CLASS 12454B. B. ALL PLASTIC PIPE SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH THE FOLLOWING INFORMATION: MANUFACTURER'S NAME, NOMINAL PIPE SIZE, UVR-PVC TYPE AND GRADE, PRESSURE RATING IN PSI, NSF APPROVAL AND DAT!' OF EXTRUSION. C. All FITTINGS SHALL BE UVR/PVC AS MANUFACTURED BY BROWNUNE PIPE COMPANY (OR EQUAL) PVC 1120, TYPE I, GRADE 1 NSF APPROVED, IN ACCORDANCE WITH ASTM D-2466, SCHEDULE 40 SOCKET TYPE WITH THE DIMENSION CONFORMING TO AND INTENDED FOR USE WITH I.P.S. OUTSIDE DIAMETER SCHEDULE 40 PIPE. D. All RISER NIPPLES SHALL BE UVR-PVC SCHEDULE 80, PVC 1120, TYPE I, GRADE I, NSF APPROVED AS MANUFACTURED BY BROWNLINE PIPE COMPANY (OR EQUAL) IN ACCORDANCE WITH ASTM D-1785. MATERIAL SHALL MEET ASTM D-1784 CELL CLASS 12454B. THE NIPPLES SHALL BE 1 /2" OR 3/4" 1.P.S. DIMENSION Win-I LENGTH AS SPECIFIED ON PLANS. 4. BRASS PIPE AND FITTINGS: BRASS PIPE SHALL BE I.P.S. STANDARD WEIGHT, I.P.S., REGULAR, 85% RED BRASS CONFORMING TO ASTM B43. FITTINGS SHALL BE WITH STAN DARO 125 POUND CAST BRONZE THREADED FITTINGS. 5. GALVANIZED STEEL PIPE AND FITTINGS: GALVANIZED STEEL PIPE SHALL BE SCHEDULE 40 ASTM, A 120-GIP THREADED, COUPLED, AND HOT-DIP GALVANIZED. PIPE FITTINGS SHALL BE HEAVY PAmRN, BANDED, GALVANIZED MALLEABLE IRON. 6. COPPER PIPE: COPPER PIPE SHALL BE SEAMLESS, TYPE K, HARD DRAWN TUBING. C. IDENTIFICATION TAPE: 1. MARKER TAPE FOR SLEEVES SHALL BE METALLIC BACKED LOCATING TAPE MARKED "IRRIGATION" IN TWO INCH CAPITAL LETTERS EVERY THREE FEET ALONG THE TAPE. 2. MARKER TAPE FOR DIRECT BURIAL WIRES SHALL BE RED COLORED 'ALLEN MARKING TAPE" OR APPROVED EQUAL. TAPE SHALL BE 3 "WIDE. 3. MARKER TAPE FOR PRESSURE PIPE SHALL BE BLUE COLORED, METAWC BACKED, "ALARMTAPE" AS MANUFACTURED BY PAUL POTTER WARNING TAPE, INC. OR APPROVED EQUAL 4. RECLAIMED WATER WARNING TAPE SHALL BE PURPLE WITH BLACK LETTERING STATING: 'CAUTION: RECLAIMED WATER-DO NOT DRINK', AND "PELIGRO: AGUA IMPURA • NO BESER'. TAPE SHALL BE 3 INCHES WIDE. TAPE SHALL BEAS MANUFACTURED BY THOR ENTERPRISES, INC., P.O. BOX450, SUN PRARIE, WISCONSIN, 53590, PHONE: (608) 837-7197 OR APPROVED EQUAL. NOTE: APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. URBAN AREN~ 3195 Red Hill Avenue-loft F Costa Mesa, California 92626 T. 71'.754.4500 F. 71 • .754.H45 Orange County • San Diego • Merced L I C CALIFORNIA CALIFORNIA ARIZONA UTAH NEVADA ACAD FILE: JOB NOc SCALE: DATE: BID DATE: E N s E s 114192 #539 #3905 #32522 1/379520-5301 -l3.2IrTSpec.dwg 06-009 NONE 05-10-07 1 ST SUBMITTAL !COUNTY!: 1 ST SUBMITTAL PLANNING): 2ND S LJ BMITTA[: 02-20-07 02-21-07 05-10-07 C L I E N T TCR Trammell Crow Re.sldent.lal 949 SOUTH COAST DRIVE # 400 COSTA MESA. CA. 92626 T: (7141966-9355 F: (714) 966-9355 p R 0 J E C T ' BlUWATfR c ROSSING CARLSBAD, CALIFORNIA S H E E T T I T L E IRRIGATION SPECIFICATIONS REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER m m PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD t------,,--~~------------------,--,----T--.-----.----1 6 Pl.ANNING DEPARTMENT 0 L:!,. ;=::::~~~==================:'.._-=:~ h,_ LANDSCAPE Pl.ANS FOR: BLUWATER CROSSING t---------J-----l"h..,..__ _________ --+-_+------l--------1----J I APPR00~1J( &, t,\\-&t l\•?,'T-.0"1 l--,:-:-::=-r:::=:--f'"h,_.._ _______________ --+-=-c-=-+=,.,..,--f-~-+----1 ~-~~=:~=====-=-.=°io_:'_~A;NN~IN:'_"Q':=~~~:;::=::;-;=:::;;=D~A~TE':::=~ DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: PROJECT NO. DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~~~g :~ . CT04-11 442-4L ~ '.""'f 1 . Ii t !, . r··-·•_· ' • ' I; t -f, 1 • D. SLEEVING: 1. PIPE SLEEVES SHALL BE PVC SCH 40 MINIMUM. 2. WHEN ENCLOSING REClAIMED WATER PIPING, THE PVC SLEEVE SHALL ALSO SATISFY THE REQUIREMENTS FOR RECLAIMED WATER PIPE. E. VALVES: 1. REMOTE CONTROL VALVES AND PRESSURE REGULATING REMOTE CONTROL VALVES SHALL BE THE TYPE, SIZE AND PERFORMANCE SPECIFIED IN THE IRRIGATION LEGEND. 2. BALL VALVES SHALL BE THE TYPE, SIZE AND PERFORMANCE SPECIFIED IN THE IRRIGATION LEGEND. 2. GLOBE VALVES SHALL BE THE TYPE, SIZE AND PERFORMANCE SPECIFIED IN THE IRRIGATION LEGEND. 4. CHECK VALVES SHALL BE HUNTER HCV-SERIES. 5. HIGH FLOW SHUT-OFF VALVES SHALL BE MANUFACTURED BY TORO MODEL NUMBERS HfS00SS AND HfS00755. 6. QUICK COUPLING VALVES SHALL BE THE TYPE, SIZE AND PERFORMANCE SPECIFIED IN THE IRRIGATION LEGEND. F. RECLAIMED IDENTIFICATION TAG: _ , 1. RECLAIMED WAT[R IDENTIFICATION TAGS SHALL BE WEATHERPROOF l'LASTIC. 3" X 4', PURPLE IN COLOR WITH THE WORDS "CAUTION: RECLAIMED WATER -DO NOT DRINK" IMPRINTING ON ONE SIDE,AND "PELIGRO: AGUA IMPURA. NO BEBER' ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. 2. RECLAIMED WATER IDENTIFICATION TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES, 7207 WEST STRUCK AVENUE, SUITE E, ORANGE, CA 92667 (714) 771-4142 OR APPROVED EQUAL G. VALVE/ PULL BOXES: 1. REMOTE CONTROL VALVE BOXES FOR POTABLE IRRIGATION SYSTEMS SHALL BE MANUFACTURED BY AMETEK (PART #170106) OR CARSON (#1419-28). 2. REMOTE CONTROL VALVE BOXES FOR RECLAIMED IRRIGATION SYSTEMS SHALL BE MANUFACTURED BY AMETEK (PART #170131). 3. REMOTE CONTROL VALVE BOXES FOR RECLAIMED IRRIGATION OR POTABLE SYSTEMS SHALL BE MANUFACTURED BY BROOKS, MODEL #3HL. 4. BALL VALVE BOXES FOR POTABLE IRRIGATION SYSTEMS SHALL BE MANUFACTURED BY AMETEK (PART #1B1104). 5. BALL VALVE BOXES FOR RECLAIMED IRRIGATION SYSTEMS SHALL BE MANUFACTURED BY AMETEK (PART #181113). 6. QUICK COUPLING VALVE BOXES FOR POTABLE IRRIGATION SYSTEMS SHALL BE MANUFACTURED BY AMETEK (PART #1 Bll 04), 7. QUICK COUPLING VALVE BOXES FOR RECLAIMED IRRIGATION SYSTEMS SHALL BE MANUFACTURED BY AMETEK (PART #187113). 8. PULL BOXES FOR POTABLE IRRIGATION SYSTEMS SHALL BE MANUFACTURED BY AMETEK (PART #181104). 9. PULL BOXES FOR RECLAIMED IRRIGATION SYSTEMS SHALL BE MANUFACTURED BY AMETEK (PART #1 B1113). 7 0.PULL BOXES FOR POTABLE IRRIGATION SYSTEMS SHALL BE MANUFACTURED BY BROOKS, MODEL #3HL H. SPRINKLER HEADS: SPRINKLER HEADS SHALL BE OF THE TYPE, SIZE AND Pl:RFORMANCE SPECIFIED IN THE IRRIGATION LEGEND. I. DRIP EMlillR HEADS: DRIP EMITTER HEADS SHALL BE OF THE TYPE, SIZE AND PERFORMANCE SPECIFIED IN THE IRRIGATION LEGEND. J. MOISTURE SENSORS: MOISTURE SENSORS SHALL BE THE TYPE, SIZE AND PERFORMANCE SPECIFIED IN THE IRRIGATION LEGEND. K. RAIN SENSING DEVICES: RAIN SENSING DEVICES SHALL BE THE TYPE, SIZE AND PERFORMANCE SPECIFIED IN THE IRRIGATION LEGEND. l. CONTROL WIRING: 1. USE DIRECT BURIAL COPPER WIRE AWG-U.F. 600 VOLT, SINGLE CONDUCTOR SOLID COPPER, PLASTIC INSULATED CABLE RATED FOR DIRECT BURIAL APPLICATION, U.F., U.l. APPROVED 14 GAUGE (MINIMUM) PILOT AND SPARE WIRES, 12 GAUGE (MINIMUM) FOR COMMON GROUND RETURN WIRE. WIRE COLOR AS FOLLOWS: COMMON WIRE SHALL BE WHITE, CONTROL WIRES SHALL BE COLOR CODED ANY COLOR BUT RED OR WHITE. EACH CONTROL WIRE COLOR SHALL BE UNIQUE FROM All OTHER CONTROL WIRES. EXTRA CONTROL WIRES SHALL BE RED. 2. DIRECT BURIAL CONTROL WIRES, All CONTROL WIRES SHALL BE SOLID COPPER, 600 VOLT, TYPE Uf, CONFORMING TO THE STANDARD SPECIFICATIONS AND DRAWINGS, SPECIAL PROVISIONS AND THE FOLLOWING WIRE COLORS AND INSTALLATION REQUIREMENTS. NEUTRAL WIRES: WHITE (#12AWG) DO NOT INTERCONNECT NEUTRAL WIRES 'BETWEEN CONTROLLERS. PILOT WIRES: (#14 AWG) (USE AS MANY AS NECESSARY). VALVE NUMBER AND COLOR VALVE NUMBER AND COLOR "7" YELLOW "17' BLUE W/WHITE STRIPE "2" ORANGE "18' RED W/WHITE STRIPE "3" BLUE "7 9" BROWN W/RED STRIPE "4" BLACK "20' PURPLE W/RED STRIPE "5' BROWN "21' ORANGE W/WHITE STRIPE "6" PURPLE "22' BLUE W/YELLOW STRIPE ''7' YELLOW W/BlACK STRIPE "23' BROWN W/YELLOW STRIPE "B' ORANGE W/BLACK STRIPE '24' WHITE W/BLACK STRIPE "9' RED W/BLACK STRIPE "25' BLUE W/BLACKSTRIPE "10' WHITE WIRED STRIPE "26' BROWN W/BLACK STRIPE "11" YELLOW WIRED STRIPE "27' PURPLE W/BLACK STRIPE "12" BLUE WIRED STRIPE "28' YELLOW W/ORANGE STRIPE "13" ORANGE WIRED STRIPE '29' BLUE W/ORANGE STRIPE "14" PURPLE W/WHITE STRIPE "30" BROWN W/ORANGE STRIPE "15" BROWN W/WHITE STRIPE "31' PURPLE W/ORANGE STRIPE "16' YELLOW W/WHITE STRIPE "32' PURPLE W/BROWN STRIPE SPARE WIRES; RED (#14 AWG), 3. SOLDER FOR SPLICES SHALL BE 60-40 SOLDER. 4. SEALS FOR SPLICES AND SPARE WIRE ENDS SHALL BE "SCOTCH-LO~ SEALING PACKS OR "PEN-TITE"WIRE CONNECTORS. M. AUTOMATIC CONTROLLERS: 1. EACH CONTROLLER SHALL BE OF THE TYPE, SIZE AND PERFORMANCE SPECIFIED IN THE IRRIGATION LEGEND. 2. CONTROLLER SHALL OPERATE ON SINGLE PHASE, 110 TO 120 VOLT, 60 CYCLE, ALTERNATING CURRENT, "ti~' LISTED, AND SHALL CONTAIN AN "OFF' AND "ON' SWITCH TO SHUT OFF ENTIRE AUTOMATIC WATERING CYCLE WITHOUT INTERRUPTING THE TIMING MECHANISM. OUTPUT SHALL BE 24 VOLTS AC. 3. CONTROLLERS SHALL BE ENCLOSED IN WEATHERPROOF CORROSION-RESISTANT HOUSING HAVING LOCKING COVER TO PROTECT All EQUIPMENT FROM VANDALISM. 4. CONDUIT FOR 120 VOLT AND 24 VOLT WIRING SHALL BE AS APPROVED BY THE LOCAL BUILDING CODE FOR ELECTRICAL SERVICE AND DISTRIBUTION (PVC PIPE WILL NOT BE ACCEPTABLE FOR USE AS ELECTRICAL CONDUll). N. PRESSURE REGULATION DEVICE: 1. PRESSURE REGULATION DEVICE SHALL BE THE TYPE, SIZE AND PERFORMANCE SPECIFIED IN THE IRRIGATION LEGEND. 0. BACKFLOW PREVENTION DEVICE: 1. BACKFLOW PREVENTION DEVICE SHALL BE OF THE TYPE AND SIZE INDICATED ON THE PLANS. BACKFLOW PREVENTION DEVICE SHALL MEET THE STANDARDS SET BY THE STATE OF CALIFORNIA, CALIFORNIA ADMINISTRATIVE CODE, TITLE 17 - 'REGULATIONS RELATING TO CROSS CONNECTIONS'. 2. BACKFLOW PREVENTION DEVICE SHALL BE FITTED WITH RESILIENT SEATED TEST COCKS, AND WITH RESILIENT SEATED SHUT-OFF VALVES CAPABLE OF ISOLATING THE DEVICE FROM THE REST OF THE SPRINKI.ER SYSTEM. 9, INSTALLATION PROCl:l>URES, A. GENERAL: 1. IF NO DETAIL IS PROVIDED FOR WORK UNDER THIS CONTRACT, INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS OR RECOMMENDED STANDARD PRACTICE. SUBMIT RECOMMENDED PROCEDURES TO OWNER'S REPRESENTATIVE BEFORE PROCEEDING WITH WORK. 2. PLANS ARE DIAGRAMMATIC AND APPROXIMATE. VALVES AND OTHER IRRIGATION EQUIPMENT SHALL BE LOCATED IN PLANTING AREAS. PIPING SHALL BE LOCATED ALONG THE INSIDE EDGES OF PLANTING AREAS EXCEPT WHERE NOT FEASIBLE TO DO SO. 3. PLANTS 24' BOX SIZE AND LARGER SHALL BE PLANTED BEFORE MAINLINES AND LATERAL LINES ARE INSTALLED. 4. ALL IRRIGATION APPURTENANCES SHALL BE IDENTIFIED BY PREFABRICATED PURPLE EQUIPMENT, IDENTIFICATION TAGS, OR BY FINISHING THE EQUIPMENT WITH PURPLE PAINT. APPROVED RC-CLAIMED WATER PAINTS ARE AS FOLLOWS: A FRAZEE ARO-PLATE II ALKYD GLOSS ENAMEL B PROLINE 1000 SERIES ALKYD GLOSS ENAMEL. a. WATERSUPPLY: 1. CONNECT IRRIGATION SYSTEM TO POINT OF CONNECTION (POq AT APPROXIMATE LOCATIONS SHOWN ON DRAWINGS. 2. ALLOW FOR MINOR CHANGES AT POC CAUSED BY ACTUAL SITE CONDITIONS. 3. VERIFY AVAILABLE WATER PRESSURE AT EACH METER LOCATION PRIOR TO COMMENCING CONSTRUCTION OF IRRIGATION SYSTEMS. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY IF PRESSURE IS NOT THAT WHICH IS INDICATED IN THE DRAWINGS, OR IS NOT SUFFICIENT TO OPERATE SYSTEMS AS DESIGNED. IF NOTIFICATION IS NOT PERFORMED THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ANY REQUIRED REVISIONS. C. ELECTRICAL SUPPLY: , 1. CONNECT POWER AND CONNECTIONS TO THE AUTOMATIC CONTROLLER AS INDICATED ON THE DRAWINGS. :2. CONTRACTOR SHALL COMPLY WITH APPLICABLE CODES AND ORDINANCES. 3. CONTRACTOR SHALL COORDINATE WITH OWNER AND OTHER TRADES TO HAVE POWER AVAILABLE TO THE CONTROLLERS WHEN NEEDED. D. TRENCHING: 1. DIG TRENCHES STRAIGHT AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH. LAY PIPE TO AN EVEN GRADE. FOLLOW LAYOUT INDICATED ON DRAWINGS. 2. DEPTH OF TRENCHES SHALL BE SUFFICIENT TO PROVIDE A MINIMUM COVER ABOVE THE TOP OF THE PIPE AS INDICATED IN PIPE DEPTH SECTION UNDER THE IRRIGATION PIPE AND FITTINGS HEADING. J, FINISH GRADE OF All TRENCHES MUST CONFORM TO ADJACENT GRADES WITHOUT DIPS, SUNKEN AREAS, HUMPS OR OTHER IRREGULARITIES. E, IRRIGATION PIPE AND FITTINGS: 1. ASSEMBLIES: A. INSTALL NO MULTIPLE ASSEMBLIES. PROVIDE EACH ASSEMBLY WITH ITS OWN OUTLET. B. PVC TO METAL CONNECTION SHALL BE BY PVC MALE THREAD ADAPTER FITTING SCREWED INTO METAL FEMALE FITTING, OR BY METAL MALE THREAD ADAPTER FITTING SCREWED INTO PVC FEMALE FITTING. C. TEFLON TAPE SHALL BE USED ON All THREADED PVC TO PVC AND PVC TO METAL.K)INTS. D. REMOVE BURRS FROM PVC PIPE ENDS PRIOR TO CONNECTING OR SOLVENT WELDING. USE SOLVENT MANUFACTURER'S RECOMMENDATIONS FOR CLEANING PIPE ENDS PRIOR TO MAKING SOLVENT WELDED CONNECTIONS. E. All PRESSURE PIPE SHALL HAVE A CONTINUOUS BLUE COLORED TRENCH MARKER METALLIC TAPE PLACED NINE INCHES (9'1 BELOW FINISHED GRADE DIRECTLY ABOVE THE BURIED PIPE. F. SWING JOINTS SHALL BE INSTALLED IN UNESAT ALL ABRUPT CHANGES OF GRADE. G. All CONNECTIONS TO PVC PRESSURE LINES SHALL BE MADE HORIZONTALLY. SEE STANDARD DRAWINGS I-2B AND 1-29. H. All PVC PRESSURE PIPE 2' AND LARGER, SHALL HAVE THE CORRECT SIZED CONCRETE THRUST BLOCK INSTALLED AT EVERY ABRUPT CHANGE OF ALIGNMENT AT BALL VALVES, AT TEES, AT ELBOWS, AND AT ENDS OF PIPE RUNS, AND WHEREVER FIELD CONDITIONS OCCUR WHICH REQUIRE ONE. I. All PRESSURE PIPE FOUR INCHES AND SMALLER, POLYVINYL CHLORIDE SHALL HAVE THE CORRECT SIZED CONCRETE THRUST BLOCK INSTALLED AT EVERY ABRUPT CHANGE OF ALIGNMENT, AT GLOBE VALVES, AT TEES, ELBOWS AND CROSSES, AND AT ENDS OF PIPE RUNS; OR WHEREVER THE ENGINEER DEEMS ONE TO BE NECESSARY. THRUST BLOCKS ARE TO BE INSTALLED AS PER STANDARD DRAWINGS W-17, W-1 B, AND W-19, SIZED AS FOR FOUR INCH PIPE. J. MAINLINE AND LATERAL PIPING MAY CROSS A PUBLIC STREET AS LONG AS THEY ARE PLACED IN SLEEVES AND DO NOT CROSS WITHIN 75 FEET OF ANY INTERSECTION. K. IRRIGATION CIRCUITS SHALL RUN PARALLEL, OR AS CLOSE TO PARALLEL AS IS PRACTICAL, TO THE CONTOUR LINES. 2. PIPE DEPTHS: DEPTH OF PIPE SHALL BE SUFFICIENT TO PROVIDE A MINIMUM COVER ABOVE THE TOP OF THE PIPE AS FOLLOWS UNLESS INDICATED DIFFERENTLY ON DRAWINGS OR AS PER CITY OR COUNTY CODES OR REQUIREMENTS: A MINIMUM PIPE COVERAGE SHALL BE AS FOLLOWS: 1. PRESSURE LINES: -LESS THAN 3" IN DIAMETER -18" COVER -3'-5-1/2 IN DIAMETER -24" COVER -6' OR GREATER IN DIAMETER -36" COVER 2. LATERAL LINES: 12"COVER 3. SLEEVES UNDER ROADS: -6' OR LESS IN DIAMETER -36" COVER -GREATER THAN 6" IN DIAMETER -24" COVER 4. SLEEVES UNDER PAVING (NON-ROAD): SAME AS (1) ABOVE 5. LINE CLEARANCE: A. POTABLE IRRIGATION LINES SHALL HAVE A CLEARANCE OF 6' OR MORE FROM EACH OTHER, AND FROM LINES OF OTHER TRADES. a. PARALLEL IRRIGATION LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER, OR AG.AJNST THE SIDES OF THE TRENCH. C. A MINIMUM TEN FOOT HORIZONTAL SEPARATION OF THE RECLAJMED IRRIGATION WATER PIPELINE SHALL BE MAINTAINED AT ALL TIMES FROM A POTABLE WATER PIPE, SANITARY SEWER PIPE, OR STORM DRAIN PIPE. D. THE RECLAIMED WATER PIPELINE SHALL BE INSTALLED A MINIMUM OF ONE FOOT BELOW THE POTABLE WATER PIPELINE. THE RECLAIMED WATER PIPELINE SHALL ALSO BE INSTALLED A MINIMUM OF ONE FOOT ABOVE A SANITARY SEWER. E. WHEN A POTABLE WATER LINE AND RECLAIMED WAITR LINE CROSS, THE RECLAIMED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 7 0 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET. F. RECLAIMED WATER PIPELINE IS NOT PERMITTED IN TRENCHES USED FOR POTABLE WATER OR OTHER TRADES. 6. FLUSHING AND ADJUSTING SYSTEM: A. AFTER IRRIGATION PIPELINES AND RISERS ARE IN PLACE AND CONNECTED, AND PRIOR TO INSTALLATION OF IRRIGATION OF IRRIGATION HEADS, OPEN THE CONTROL VALVES AND USEA FULL HEAD OF WATER TO FLUSH OUT SYSTEM, AFTER THE SYSTEM IS THOROUGHLY FLUSHED, RISER SHALL BE CAPPED OFF AND THE SYSTEM PRESSURE TESTED. B. ADJUST VALVES AND ALIGNMENT AND COVERAGE OF IRRIGATION HEADS. ADJUSTMENTS MAY INCLUDE CHANGES IN NOZZLE SIZES AND DEGREES Of ARC. THESE CHANGES SHALL BE MADE WITHOUT ADDITIONAL COST TO THE OWNER. OBTAIN COVERAGE TEST APPROVAL FROM LANDSCAPE ARCHITECT PRIOR TO PLANTING OR SEEDING. C. SYSTEMS REQUIRING FLUSHING SHALL ACCOMMODATE THE WATER GENERATED BY THE FLUSHING WITHOUT EROSION OR DISTURBANCE TO THE PLANTING. WATER SHALL BE CHANNELED INTO ADJACENT DRAINAGE STRUCTURES (SWALE, GUTTER, ETC.) WHERE POSSIBLE. 7. HYDROSTATIC PRESSURE Tl'ST: A. NOTIFY OWNER'S REPRESENTATIVE 48 HRS PRIOR TO HYDROSTATIC PRESSURE TEST. TESTING SHALL OCCUR PRIOR TO BACKFILLING AND INSTALLATION OF ANY VALVES. B. NO TESTING SHALL OCCUR, NOR SHALL ANY WATER BE ALLOWED INTO ANY SYSTEM BEFORE THE SOLVENT MANUFACTURER'S RECOMMENDED CURING TIME HAS ELAPSED. C. TEST ALL PRESSURE LINES UNDER HYDROSTATIC PRESSURE OF 125 LBS PER SQUARE INCH FOR NOT LESS THAN FOUR HOURS. TEST ALL NON-PRESSURE LINES UNDER EXISTING STATIC PRESSURE. D. IF LEAKS DEVELOP, REPLACE JOINTS AND REPEAT Tl'ST UNTIL SYSTEM IS PROVEN TO BE WATERTIGHT, E, FURNISH NECESSARY FORCE PUMP AND OTHER TEST EQUIPMENT. F. IDENTIFICATION TAPE: ·1. IF PURPLE PIPE IMPRINTED WITH WARNING IS NOT INSTALLED WHERE RECLAIMED WATER IS USED, PURPLE IDENTIFICATION TAPE WITH BLACK LETTERING STATING: 'CAUTION: RECLAIMED WATER -DO NOT DRINK', AND "PELIGRO: AGUA IMP\JRA. NO BESER' SHALL BE FASTENED TO THE TOP OF THE PRESSURE SUPPLY RECLAJMED WATER PIPE, RECLAIMED WATER WARNING TAPES SHALL BE INSTALLED DIRECTLY ON TOP OF THE PIPE LONGITUDINALLY AND SHALL BE CENTERED. THE WARNING TAPE SHALL BE INSTALLED CONTINUOUSLY FOR THE ENTIRE LENGTH OF THE PRESSURE SUPPLY PIPE AND SHALL BE FASTENED TO EACH PIPE LENGTH BY PLASTIC TAPE BANDED AROUND THE PRESSURE SUPPLY PIPE WITH FASTENERS NO MORE THAN 5 FEET APART. TAPING ATTACHED TO THE SECTIONS OF PIPE BEFORE LAYING IN THE TRENCH SHALL HAVE FLAPS SUFFICIENT FOR CONTINUOUS COVERAGE. 2. A SEPARATE RECLAIMED WATER WARNING TAPE SHALL BE INSTALLED TO RUN CONTINUOUSLY 12 INCHES ABOVE PRESSURE RECLAIMED WATER LINE. 3. All METHODS Of COLOR CODED IDENTIFICATION AND/OR TAPE DIFFERENTIATING THE PRESSURE SUPPLY RECLAIMED WATER PIPING FROM OTHER UTILITY LINES SHALL BE CONSISTENT THROUGHOUT THE SERVICE AREA G. SJ:EVES: 1. SLEEVES SHALL BE A MINIMUM OF TWO TIMES LARGER THAN PIPE OR WIRE BUNDLE IT ENCLOSES. ONE PIPE PER SLEEVE, PIPE SIZE SHALL BE 2" MINIMUM. SLEEVES UNDER ROADS SHALL BE SCHEDULE 80 PVC AND SLEEVES UNDER PAVING (NON-ROAD) SHALL BE SCHEDULE 40 PVC. 2. PIPE SLEEVE UNDER EXISTING OR FUTURE PAVING SHALL BE INSTALLED PRIOR TO PAVING OR RE-PAVING AND SHALL EXTEND 12' BEYOND EACH SIDE OF PAVEMENT. THE LETTERS "E' FOR ELECTRIC AND 'W' FOR WATER SHALL BE STAMPED OR CHISELED IN THE PAVEMENT DIRECTLY ABOVE THE SLEEVE ON BOTH SIDES OF THE CROSSING. 3. SLEEVE MARKER: METALLIC BACKED LOCATING TAPE SHALL BE INSTALLED ALONG THE ENTIRE LENGTH OF All SLEEVES, 12' DIRECTLY ABOVE SLEEVES. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR SLEEVES AND CHASES UNDER PAVING, THROUGH WALLS, ETC., UNLESS OTHERWISE NOTED. 5. WHEN A POTABLE WATER LINE AND RECLAIMED PRESSURE SUPPLY WATER LINE CROSS, THE PRESSURE SUPPLY RECLAIMED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 7 0 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET. 6. IF LENGTHS OF SLEEVE RUN UNDER PAVING ARE 10 FEET OR MORE, TYPE K COPPER PIPE MAY BE REQUIRED IN LIEU OF A SLEEVE. H. VALVES: 1. REMOTE CONTROL VALVES AND PRESSURE REDUCING REMOTE CONTROL VALVES: A. VALVES SHALL BE LOCATED IN SHRUB PLANTING AREAS ONLY. B. VALVES SHALL BE GROUPED TOGETHER WHEREVER POSSIBLE AND INSTALLED IN INDIVIDUAL VALVE BOXES. C. EACH SINGLY INSTALLED REMOTE CONTROL VALVE SHALL HAVE A STRAIGHT THROUGH GLOBE VALVE (OF THE SAME SIZE) INSTALLED WITH IT. REMOTE CONTROL VALVES INSTALLED IN MANIFOLD SHALL HAVE ONE GLOBE VALVE (OF THE SAME SIZE AS THE LARGEST REMOTE CONTROL VALVE, NOT TO EXCEED 2i INSTALLED UPSTREAM OF THE MANIFOLD. All MANIFOLDS ARE TO BE RED BRASS. (SEE STANDARD DRAWINGS SDl-103). D. REMOTE CONTROL VALVES SHALL BE OF SLOW CLOSING DESIGN, AND AUTOMATICALLY CLOSE IN THE EVENT OF POWER F.AJLURE. E. REMOTE CONTROL VALVES SHALL BE SIZED TO PROVIDE ADEQUATE PRESSURE DIFFERENTIAL FOR PROPER OPERATION. F. WH[RE THE PRESSURE AT THE REMOTE CONTROL VALVE EXCEEDS 80 P.S.I. (DUE TO ELEVATION DROPS, ETC), A PRESSURE REDUCING VALVE SHALL BE USED TO REDUCE PRESSURE TO DESIGN LEVELS. G. VALVES SHALL BE ADJUSTED SO THAT THE MOST REMOTE SPRINKLER HEADS OPERATE AT THE PRESSURE RECOMMENDED BY THE HEAD MANUFACTURER. VALVES SHALL BE ADJUSTED SOA UNIFORM DISTRIBUTION OF WATER IS APPLIED BY THE SPRINKLER HEADS TO THE PLANTING AREAS FOR EACH INDIVIDUAL VALVE SYSTEM. H. PROVIDE A PVC UNION ON THE DOWNSTREAM SIDE OF THE VALVE. CONNECTIONS SHALL BE MADE HORIZONTALLY. 2. BAll VALVES: A. BALL VALVES SHALL BE LOCATED IN SHRUB PLANTING AREAS ONLY. B, BALL VALVES SHALL BE INSTALLED TO DIVIDE THE IRRIGATION SYSTEM INTO CONTROLLABLE UNITS, AND TO AVOID DRAINING LONG RUNS OF PIPING FOR SYSTEM REPAIRS. C. BALL VALVES SHALL ISOLATE All LOOPED PORTIONS OF MAINLINE NETWORKS. 3. GLOBE VALVES: A. GLOBE VALVES SHALL BE LOCATED IN SHRUB PLANTING AREAS ONLY. B. PROVIDE GLOBE VALVE, IN 2" SCHEDULE 40 PVC SLEEVE W/ LOCKING CAP, UPSTREAM OF EACH GROUPED MANIFOLD OR SINGLE VALVE. C. FOR ALL SLOPE AREAS, GLOBE VALVES SHALL BE LOCATED ON THE MAIN LINE UPSTREAM FROM THE CONTROL VALVES AND ADJACENT TO THE SLOPE AREA. D. GLOBE VALVES SHALL BE INSTALLED TO DIVIDE THE IRRIGATION SYSTEM INTO CONTROLLABLE UNITS, AND TO AVOID DRAINING LONG RUNS OF PIPING FOR SYSTEM REPAIRS. E. GLOBE VALVES SHALL ISOLATE All LOOPED PORTIONS OF MAINLINE NETWORKS. 4. CHECKVALVES: A. PROVIDE A IMNUFACTURER INSTALLED CHECK VALVE IN EACH SHRUB HEAD ON RISER. WHEN A MANUFACTURER INSTALLED CHECK VALVE IS NOT AVAILABLE, OR WHERE THE SYSTEM ELEVATION CHANGE EXCEEDS TEN FEET, PROVIDE AN IN LINE CHECK VALVE ON THE RISER OF EACH SHRUB HEAD ACCORDING TO DET.AJLS. B. PROVIDE A MANUFACTURER INSTALLED CHECK VALVE IN EACH POP-UP HEAD. WHEN A MANUFACTURER INSTALLED CHEt:;K VALVE IS NOT AVAILABLE, OR WHERE THE SYSTEM ELEVATION CHANGE EXCEEDS EIGHT FEET, PROVIDE AN IN LINE CHECK VALVE ON THE SWING JOINT ASSEMBLY OF EACH POP-UP HEAD ACCORDING TO DETAILS. C. CHECK VALVES ARE TO BE INSTALLED WHERE LATERAL PIPING RISES IN GRADE FROM THE CONTROL VALVE •• 5. HIGH FLOW SHUTOFF VALVES: A. EXCESS FLOW SHUTOFF VALVES SHALL BE INSTALLED WITH All IRRIGATION SPRAY HEADS LOCATED AT TOP OF SLOPES REVEGETATED PER SECTION 7.2-3 OF THE CITY OF SAN DIEGO LANDSCAPE TECHNICAL MANUAL AND WITHIN TWO FEET OF A PUBLIC SIDEWALK. 6. QUICK COUPLING VALVES: A QUICK COUPLING VALVES SHALL BE LOCATED IN SHRUB PLANTING AREAS ONLY. B. QUICK COUPLING VALVES SHALL BE SET APPROXIMATELY 12' FROM WALKS, CURBS, HEADERS, OR PAVED AREAS WHERE APPLICABLE. VERTICAL POSITIONING OF QUICK COUPLING VALVES SHALL BE SUCH Tl·IAT THE TOP OF QUICK COUPLER Will BE FLUSH WITH THE SETTLED FINISH GRADE AS DETERMINED AFTER THE TURF IS ESTABLISHED AND 2' ABOVE SETTLED FINISH GRADE IN SHRUB AREAS. D. 1" COUPLING VALVES, EACH WITH ITS OWN l' GLOBE VALVE, SHALL BE INSTALLED AND SPACED NO GREATER THAN TWO HUNDRED FEET (200'-0, APART. QUICK COUPLERS ARE ESSENTIAL FOR CENTER ISLAND AND RIGHT-OF-WAY PLANTING. THE SMALLEST DIAMETER PIPE TO SERVE A QUICK COUPLER SHALL BE 1-1/2'. E. A 1" COUPLING VALVE, EACH WITH ITS OWN 1' GLOBE VALVE, SHALL BE LOCATED WITH AND UPSTREAM OF VALVE MANIFOLDS. I. RECLAJMED WATER IDENTIFICATION TAG: 1. RECLAIMED IRRIGATION WATER VALVES OF All TYPES SHAU BE TAGGED WITH IDENTIFICATION TAGS. 2. ONE TAG SHALL BE ATTACHED TO EACH VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP. J. VALVE/ PULL BOX: 1. VALVE BOXES SHALL BE SET ONE AND ONE HALF INCH (7 1;2i ABOVE THE DESIGNATED FINISH GRADE IN SHRUB AREAS. 2. VALVE BOXES ADJACENT TO WALKS OR PAVING SHALL NOT BE INSTALLED HIGHER THAN FINISH SURFACE OF ADJACENT WALK OR PAVING .. 3. INDICATE ON VALVE BOX LID EITHER P.B. FOR PULL BO)\, B.V. FOR BALL VALVE, OR THE IDENTIFICATION NUMBER OF THE REMOTE CONTROL VALVE AND CONTROLLER CLOCK. LETTERS SHAU BE 3" HIGH, 1/2" WIDE AND BURNED INTO THE LID WITH A SOLDERING IRON OR ENGRAVED INTO THE LID WITH A ROUTER. 4. THE CONTRACTOR SHALL PAINT THE IDENTIFICATION NUMBER OF THE VALVE AND THE CONTROLLER CLOCK ON THE COVER OF THE REMOTE CONTROL VALVE BOX. THE PAINT SHALL BE ALUMINUM ASPHALTIC-BA'iE WATERPROOF P.AJNT. IN ADDITION WEATHERPROOF, PLASTIC IDENTIFICATION TAGS SHALL BE AFFIXED TO THE COLORED CONDUCTOR IN THE REMOTE CONTROL VALVE BOX. THE CONTRACTOR SHALL INSTALL METAL COVERS MARKED 'ELECTRIC IN RAISED METAL FOR All PULL BOXES. THE CONTRACTOR SHALL INSTALL METAL COVERS MARKED "EMERGENCY SHUTOFF" FOR ALL GLOBE VALVES. 5. THE CONTRACTOR SHALL REWORK THE LOCKING TOGGLES OF THE CONCRETE VALVE BOXES BY REPLACING THE EXISTING CLEVIS PIN AND SHEET METAL CLIP WITH A MARINE-TYPE ST.AJNLESS STEEL MACHINE BOLT AND SELF-LOCKING NUT, APPLY Oil TO LUBRK:ATE AND TO PREVENT RUST. K. SPRINKLER HEADS: 1. SPRINKLER HEADS AND RISERS SHALL BE INSTALLED ACCORDING TO DET.AJLS, 2. SPACING OF IRRIGATION HEADS SHALL NOT EXCEED MAXIMUMS PER THE IRRIGATION LEGEND. 3. INSTALL SPRINKLER HEADS 12' FROM ANY VERTICAL SURFACE (WALLS, FENCES, BUILDINGS,.ETC.). 4. INSTALL POP-UP TYPE HEADS ADJACENT TO WALKS, PAVING, HEADERS, GLAZING, AND TOPOf RET.AJNING WALLS TYPICALLY. 5. TOP OF POP-UP TYPE HEADS ADJACENT TO WALKS OR PAVING SHALL NOT BE HIGHER THAN FINISH SURFACE OF ADJACENT WALK OR PAVING. . . 6. CONTRACTOR SHALL ADJUST ALL IRRIGATION HEADS TO FULLY COVER ALL PLANTING AREAS AND NOT THROW ONTO WALKS, BUILDINGS OR WINDOWS WHEREVER POSSIBLE. IRRIGATION SYSTEMS SHALL NOT SPRAY WATER ACROSS PROPERTY LINES. WHERE ON-SITE FIELD CONDITIONS REQUIRE CHA'IGES, HEADS SHALL BE ADDED .OR DELETED IN ACCORDANCE WITH THE MAXIMUM SPACING LIMITS ESTABLISHED IN THE IRRIGATION LEGEND. PIPE SIZING SHALL BE ADJUSTED ACCORDINGLY. WATER VELOCITY IN PIPES SHALL NOT EXCEED 5 FEET PER SECOND, AND FLOW SHALL NOT EXCEED RECOMMENDED MAXIMUM OF REMOTE CONTROL VALVE SIZE. 7. IRRIGATION HEADS WITHIN A CIRCUIT SHALL HAVE A UNIFORM PRECIPITATION RATE. DO NOT INTERMIX DIFFERENT TYPES OR BRANDS OF IRRIGATION HEADS ON THE SAME CIRCUIT. NOTE: URBA"' AREN~ 3195 Red Hill Avenue· loft F Costa Mesa, California 92626 T. 714.754.4500 F. 714.754.4545 I Orange County• San Diego • Merced I L I C E CALIFORNIA CALIFORNIA ARIZONA UTAH NEVADA ACAD FILE: JOB NO.: SCALE: DATE: BID DATE: ' N s i I; s #4192 #539 #3905 113is22 #379520-5~1 -l32IrrSpec.dwg 06-009 NONE 05-10-07 !ST SUBMITTAL (COUNTY): 1 ST SUBMITTAL {PLANNING): 2ND SUBMITTAi:: 02-20-07 02-21-07 05-10-07 C L I E N T TCil Trammell Cro,., ~.nt.la) 949 SOUTH COAST DRIVE # 400 COSTA MESA, CA. 92626 T: (714) 966-9355 F: (714) 966-9355 PROJECT lUWnlfR ROSSING CARLSBAD, CALIFORNIA S H E ET T I T L E IRRIGATION SPECIFICATIONS APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. RE\IISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST, PLANNING DIRECTOR AND DISTRICT ENGINEER ~ [:;:] PRIOR TO IMPLEMENTATION IN FIELD. • CITY OF CARLSBAD 1----,----,-;:c------~----------,--~--~----,-'----I 7 0 PLANNING DEPARTMENT ~L=A::::ND::::S~C::::APE~PL==AN=S=F=O=R,===:::::::::::::::::=':'====....':::::====: BLUWA TER CROSSING t---t-----t'.:'-------------f--+---+---~1-----l I APPRO'(!f~..,. t g. f:1ld: 11·1,1-01 . PLANNING -~~-------;O'-A"'TE,-~- DATE INITIAL ENGINEER OF WOR REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: CHKD BY: RVWD BY: PROJECT NO. CT04-11 DRAWING NO. 442-4L / \ I 0 REFER TO SHEETI 57 FOR PLANTING LEGENDS & NOTES + \ SIGNATURE LICENSE REVIEWED BY: INSPECTOR I \ + '--/ - "AS BUILT" ... EXP. r·-----1 I ,rn~ I I I I + ( + \ '-_/ 20 Buil · in 12 Buil 13 ~ I _..J ,----, I I I I \ / ---\ "-I ...J URBAN ARENIX: 3195 Red Hill Avenue· Loft F Costa Mesa, California 92626 T. 714,754,4500 F. 714.754.4545 Orange County • San Diego • Merced LICENS E S CALIFORNIA CALIFORNIA ARIZONA UTAH NEVADA ACAO Fil.I!: JOB NO.: SCALE: DATE: 81D DATE: C L I 114192 #539 113905 1132522 #379520-5301 u.~Plonll'lon.dWg 06-009 I"= 10'--0" 05-10-07 E N T TCR Tramnuill Crow Re.ldenUal 949 SOUTH COAST DRIVE # 400 COSTA MESA, CA. 92626 T: (714) 966-9355 F: (714) 966-9355 p R 0 J E C T I r---7 r---7 I I \ I I II 11 ll~~~~-~~~-~~t= ff c=l1 -·= --: c:·78~:! l'JjJ ~~c~1 )t1~----~-~·-t•·~-~~--:-1~c:,~--J.t-t--r·--_-r+.4'r_-::__ __ , T. ----J+r---~•f-::~~&lft1 ·lUWATfR -/ "" t \ -~----/ 7------+ \ /1 _J_ 'ROSSING CARLSBAD, CALJFbRNIA S H E ET T I T l E + NOTE-;,_ \ / APPROVED POR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE L N OF PLANTING AREA. AS-BUILT PLANTING PLAN PRIOR TO IMPLEMENTATION IN FIELD. . CITY OF CARLSBAD REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEfR. ASST. PLAIINJNG DIRECTOR ANO DISTRICT ENGINEER m ~ 1---r---..----------------~-~--~--~--t 8 ~---PL_ANNI_N_G_~_P_AR_T_M_EN_T ___ ~ 0 LANDSCAPE PLANS FOR: BLUWATER CROSSING I APPROVED: f1..-:1/ [ &· ~left- PLANNING /e•IC,~· bATE -~ DA TE INITIAL ENGINEER OF WO DATE INITIAL DATE INITIAL OWN BY: PROJECT NO. DRAWING NO. REVISION DESCRIPTION CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: CT04-11 442-4L \ w w VJ .. n-1 REFER TO SHEET# 57 FOR PLANTING LEGENDS & NOTES - + \. I ...____/ .. 6 •AS BUil T" ... LICENSE EXP. REVIEWED BY: INSPECTOR 56 55 --1- 53 52 --r I: ' 51 I Q; I 50 i I -a-------t-+---'fl..l --·----~ ----•-+--➔ DATE: 1fa1/t1 I'• l"-_,lj l>ATE: 20 ao UTILi SEMENT "A> ·,, r- 1 I I I ~-=rt 'r'-=' i.,clJ.=, c :, 1 1 1 L -J ! ! t== I_ Jr .. --,----cc-=,---:J'Fl __ J L ---_) l:: -1,• I '-J L _____ __J j I : ~-/ I'------J _t I I I (.ii;:-71 KC ;aj Oh/'Jli:,J •. ~ r• I _J_ _ _J + \ \. I __ / + \ '-J -✓ NOTE: Buil Bui ( \ + • In \ J L ___ _J 9 ,---, I I I I I I rr=1--::r=r=1rn~;!.rl-+h L 1 -1-:-:~ fu;.1'-= S~-1'-==c.:i=-==~· · , 1 -rr;' : '1 ~:~:: :: .~C L ___ _j -+'IK-7-1 '>Jli"' D' I 7i L - H=,-,,-~-:::·-~ :bc-=-..;---!l-4'-"t,J L-=. __ I I :I I I ;··'-. ul ~ / I ) ! -·-·::__ : ~-7s;; -T. ~ "1../-------1,i,l;tl ,~, "'1.--1,,-,U ' ' I!! --_J < < '( < < I<<<<< <<<<<<< ---+--H~~< ((( --c ( \ + ~ I ~•-w -z II -! i _, ' :c 0 URBAN ARENIX 3195 Red HIii Avenue -Leff F Costa Mesa, California 92626 T. 71<1,75<1.<1500 F. 714.75l.<15<15 Orange County • San Diego • Merced L I C CALIFORNIA CALIFORNIA ARIZONA UTAH NEVADA ACAD FILE: JOB NO.: SCALE: DATE: BID DATE: E N s E s #4192 #539 #3905 U.OPlantPlan.dwg 06-009 1"=10'-0' 05--10-07 C L I E N T TCR Tnmunell Cn:nv ~nual. 949 SOUTH COAST DRIVE# 400 COSTA MESA, CA. 92626 T: [714) 966-9355 F: [714) 966--9355 PROJECT ·•tDWnTfR CROSSING CARLSBAD, CALIFORNIA SHEET TITLE AS-BUILT PLANTING APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. PLAN REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, A.SST. PU.~lNG DIRECTOR AND DISTRICT ENGINEER ~ m PRIOR TO IMPLEMENTATION IN FIELD. ' CITY OF CARLSBAD i-----.----.,;----------------,---~--~-~--1 9 0 PLANNING DEPARTMENT ~==::'...-'======================='....:.:=:~ LANDSCAPE PLANS FOR: BLUWATER CROSSING I APPROVED: ri.;~ [~, ft i~¼ /e-i~·-="t· .. ANNIN DATE - DA TE INITIAL ENGINEER OF WO l>ATE INITIAL DATE IIITIAL OWN BY: Pl!OJECT NO. DRA WltfG NO. REVISION DESCRIPTION CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: CT04-11 442-4L ) ) PLANTING LEGEND TREES SYMBOL l!OTANICAL NAME ACACIA SMALLII ACER PALMA TUM "BLOOOGOOD · IAMBUSA OLDHAM!! CHAMAEROPS H1JM1US CUPRESSUS SEMPERVIREN ORACAENA DRACO GEIJERA PARVIFOLIA LOPHOSTEMON CONFERTUS MAGNOLIA GRANDIFLORA METROSIDEROS EXCELSUS MELALEUCA OUlNOUENERVIA OLEA EUROPEA PLA TANUS ACER!FOLIA 'BLOODGOOD· PHOENIX DACTILIFERA RHlJS LANCE A WASHINGTONIA ROBUSTA CUPANIOPSIS ANACARDIOIDES SHRUBS SYMBOL BOTANICAL NAME ALOE VERA ECHINOCACTUS 'GOLDEN BARREL· COMMON NAME SIZE QTY. fl.C.N. 24" BOX 8 JAPANESE MAPLE 24• BOX 24 GIANT TIMBER BAMBOO 24" BOX 104 MEDITERRANEAN FAN PALM 24" BOX 11 ITALIAN C'IPRESS 24" BOX 10 DRAGON TREE 24" BOX 1 AUTRALIAN WILLOW 24" BOX 4 BRISBANE BOX 24" BOX IOR OTHERWISE 12 IIDICA TED ON PLANS! • (H,JTHERN MAGNOUA 49" BOK • NEW ZEALAND CHRISTMAS TREE 24" BOX 2 PAPER BARK TREE S6" BOX (OR OTHERWISE 27 RllCA TED ON PLAN$) OLIVE (FRUlTLESSI 24" BOX 2 16" BOX 2 LONDON PLANE TREE 48" BOX 26 DATE PALM 20· BTH 2 12· BTH 2 AFRICAN SUMAC 24" BOX 10 MEXICAN FAN PALM 18" BTH 43 10· BTH 7 CARROT WOOD EXISTING TREE COMMON NAME &IZE QTY. MEDICINAL ALOE 5 GAL. 201 IARREL CACTUS 15 GAL 80 e EB 0 0 G) FESTUCA GLAUCA 11LAUSIBER. 11LUE SIL VER. BLUE FESCUE 1 GAL. 94 0 (fl @ 0 @ e 0 § + OPHlOPOGON PLANJSCAPUS BOUGAINVILLEA "00-LA-LA · BUXUS MICROPHYLLA JAPONICA "GREEN BEAUTY" LAVANDULA DENTATA CANDICANS LIGUSTRUM JAPONICUM NANDINA DOMESTICA 'GULF STREAM" PITTOSPORUM TOBI RA "CREAM DE MINT" ROSMARINUS OFFICINALIS "TUSCAN BLUE. ANIGOZANTHUS HYBRID "YELLOW" BAMBUSA OLDHAMII CARISSA MACROCARPA "TUTTLE· CISTUS "BRILLIANCY' COPROSMA REPENS 14ARBLE QUEEN" OIETES BICOLOR PHORMlUM "AMAZING RED" PHORMJUM "YELLOW WAVE· RHAPHIOLEJllS lJMBElLATA MINOR CALLIANDRA HAEMATOCEPHALA PllTOSPORUM TOBIRA "VARJEGATA' VINES & GROUNDCOVER IYMBOL SOTANICAL NAME A TRACHELOSPERMUM JASt.fflil!OIDES ~ MYOPORUM PARVIFOLIUM □ MARATHON lie ~ EXISTING PLANTING TO REMAIN (PROTECT IN PLACE) POT PLANTING COMBINATIONS &YMBOL f:J M ti t1 M BOTANICAL NAME 11) STRELITZIA NICOLAI 14) TRACHELOSPERMUM JASMINOIDES (fl PHORMlUM "YELLOW WA VE. (41 CALIBRACHOA Ill JUNIPERUS CHINENSIS "BLUE POINT" 14) PELARGONJUM PELTATUM IRED) (2) DIETES BICOLOR 141 CALIBRACHOA 12) PHORMIUM • AMAZING RED· (4) PELARGONIUM PELTATUM IRED) Ill AGAVE VILMORINIANA (4) ROSMARINUS PROSTRATUS (3) ANIGOZANTHUS "DWARF ORANGE· (1) AUCIJBA JAPONICA 'VARIEGATA" (41 HEDERA HELIX (11 ASPLENIUM BULBIFERUM (4) ASPLENIUM BUI.B!FERUM 11) PITTOSPORUM TENIFOLIUM "MARJORIE CHANNON" (4) ROSMARINUS PROSTRATUS NOTE: REFER TO. CONSTRUCTION PLANS FOR PLANTER POT SPECIFICATIONS MONDO GRASS BOUGAINVILLEA JAPANESE BOXWOOD LAVENDER JAPANESE PRIVET HEAVENLY BAMBOO TOBIRA ROSEMARY KANGAROO PAW GIANT TIMBER BAMl300 NATAL PLUM ROCKROSE MIRROR PLANT FORTNIGHT LIL V lll!W ZEALAND FLAX YELLOW WA VE FLAX N.C.N. PINK POWDER PUFF VARlEGATED BOBIRA COMMON NAME STAR JASMINE MYOPORUM TURF COMMON NAME GIANT BIRD OF PARADISE $TAR JASMINE n'.LLOW WA VE FLAX MILLION BELLS BLUE POINT JUNIPER IVY GERANIUM FORTNIGHT LIL V MILLION BELLS NEW ZEALAND FLAX IVY GERANIUM OCTOPUS AGAVE ROSEMARY KANGAROO PAW JAPANESE AUCUBA ENGLISH IVY MOTHERN FERN MOTHERN FERN 11.C.N. ROSEMARY ~ 1 GAL. 84 5 GAL. '8 5 GAL. 101 5 GAL. 24 15 GAL. 99 5 GAL. 382 5 GAL. 1223 6 GAL. 56 5 GAL. 154 15 GAL. 53 5 GAL. 46 6 GAL. 55 6 GAL. 37 5 GAL. 129 15 GAL. 739 15 GAL 237 5 GAL ns 15 GAL 137 6 GAL. 117 SIZE QTY. 15 GAL. 16 1 GAL l2FT O.C.I FROM SOD SIZE 15 GAL. 1 GAL. 15 GAL. 4• POT 15 GAL •. 1 GAL. 6 GAL 4" POT 15 GAL. 1 GAL. 15 GAL. 1 GAL. & GAL 5 GAL. 4" POT 6 GAL 1 GAL 24" BOX 1 J!AL. l!EMARKS STD. STD. BTD. ITD. STD. STD. IIUl TI-TRUNI( MULTI-TRUNK 6TD. 20 • typ. OT otherwise ll>dtcaled on plans STD. 22 · lyp. OT olherwfse Indicated on plans PROTECT II PLACE l!EMARKS .. 0 SIGNATURE LICENSE REVIEWED BY: INSPECTOR I \ + + - AS BUILT" DATE: I/al/It> EXP. MATCHLINE -SEE SHEET 53 4 URBAN AREN~ 3195 Red Hill Avenue -Loft f Costa Mesa. California 92626 T. 714.754.4500 F. 714.754.4545 Orange County • San Diego • Merced LICENSES CALIFORNIA CALIFORNIA ARIZONA UTAH NEVADA #4192 f539 #3905 #32522 , • ~ ~~r~. p~-d,~ ~ I . . I -/ I -.+i=/==ic= :=+---!--' ~ __, '1 -?l -'J : -' ' L ,~=.;!:· ·~·;,:'f' _,.,,, - I \ + I " / -·- ro l . ~.-, --~-·--- NOTE: Buil ( + \ _ ___,,,, 0) "lit 1-w ~ ~:l.'l:/1::V en w w en I w z -...I ::c 0 I-< ::& REFER TO SHEET# 57 FOR ADDITIONAL PLANTING NOTES APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. ACAD FILE: l4.0PlontPl□n.dwg 06-009 t'" E 10•-0• 05-10-07 JOB NO.: SCALE: DATE: BID DATE: C L I E N T TCR 949 SOUTH COAST DRIVE # 400 COSTA MESA, CA. 92626 T: (714) 966-9355 F: (714) 966-9355 PROJECT "LUWnTfR ROSSING CARLSBAD, CALIFORNIA SHEET TITLE AS-BUILT PLANTING PLAN REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR ANJl DISTRICT ENGINEER fsiiETTl t--PR_IO_R_T,O_IMP_LEMEN---,r,T,A_TIO_N_IN_FIE_L_D_. --~-------~--~-~--~---1~ ~--c_,_~_r_AIOOi_o_~_o_~_Ef_.R_R;_Ms_EN_~_A_D _ ___J m LANDSCAPE PLANS FOR: BLUWATER CROSSING I APPROVED: h-i,~~ E1k-tr A NING ,... . J(;'."""t DATE DA TE IIITIAL ENGINEER OF WOR REVISION DESCRIPTION DATE INITIAL DATE INITIAL DWN BY: PROJECT NO. DRAWING NO. CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: CT04-11 442-4L I I 'I I I I I I I I I I I ,I REFER TO SHEET#57 FOR PLANTING LEGENDS & NOTES ' I I I SIGNATURE LICENSE REVIEWED BY: INSPECTOR \ + '-/ - •AS BUILT" ... DATE· 1/ai/11) EXP. ( + \ '-/ J I I □ □ □ □ Building 2 tJ . D D D D D D \ I \ + J + I J \ I \ \ '-/ '--'-/ / ---- -l 20 ao I • I ~Tl~ EASEME T L D D Building D □ I + -\ ( + f-+ \ \ J \ \ \ J URBAN AREN~ 3195 Red Hill Avenve -Loft F Cosio Mesa, California 92626 T, 714,754.4500 F, 714.754.4545 Orange County • San Diego • Merced L I C E CALIFORNIA CALIFORNIA ARlZONA UTAH NEVADA ACAD FILE: JOB NO.: SCALE: DATE: BID DATE: C L I N s E s #4192 #539 #3905 #32522 #379520-5301 L4.0Plantf'lan.dwQ 06..0□9 I" s 10'-0" 05-10-07 E N T TCR Trammell Crow ~,ilml. 949 SOUTH COAST DRIVE # 400 COST A MESA, CA, 92626 T: (714) 966-9355 F: (714) 966-9355 PROJECT ·.lUWnTfR ROSSING 'CARLSBAD, CALIFORNIA S H E ET T I T L E '--/ ...___,, '-/ - AS-BUILT PLANTING PLAN NOTE: APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. PRIOR TO IMPLEMENTATION IN FIELD. REVISIONS MUST 8E APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER ~ CITY OF CARLSBAD ~ 1--'---i----,-;:---'----------------,---,---r----r--i ~===1 =:::'....'::::::======'L=A=HlllN:::::::::G::::D:::::E::::PA=R::::TME:::::--::::N=T ======'.....::::===O~ LANDSCAPE PLANS FOR: BLUWATER CROSSING I APPROVED: f1--~[C:.-~ F:1-::di'i Pi.ANNING PATE ~ DATE INITIAL DATE IIITIAL DATE IIITIAL OWN BY: PROJECT NO. DRAWING NO, CHKD BY: REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT04-11 442-4L ) ) r--- 1 -a MATCHLINE --,---~------,--------------P-' ------~---,--L : i i 1 <:' .n ,...__ i()i;L) -SEE SHEET 49 I I \<k?\ --r1 --_j { ,,-'<' -,_..,1'\;, -,,~ -/ \ \\ _____ \ ,-----v~~-•-,,,__ f'ROVIOE ADDITIONAL ROOT BARRIERS AROUND WATER-------. METER AND/OR BACKFLOW. REFER TO SHEETI 57 FOR PLANTING LEGENDS & NOTES 17100 , , ,.o ~ +-I -0 I ,,..__ I f'ROVIDE ADDITIONAL ROOT I I l I I - URBAN AREN~ 3195 Red Hill Avenue -Loft f Cosio Mesa, California 92626 T. 714.754.4500 F. 714.754.4545 Orange County • San Diego • Merced LICENSES CALIFORNIA CALIFORNIA ARIZONA UTAH NEVADA #4192 4'539 #3905 #32522 B~RRlERS AROUND WATER ---------, ACAD FILE: U.OPlontPlon.dwrJ 06-009 METER AND/OR BACKFLOW. \ "AS BUILT" LICENSE EXP. REVIEWED BY: INSPECTOR NOTE: APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. JOB NO.: SCALE: I"= 10'-0'' DATE: 05-10-07 BID DATE: C L I E N T TCR Trammell Ccow 'Resldmt1::lal 949 SOUTH COAST DRIVE # 400 COSTA MESA, CA. 92626 T: (714) 966-9355 F: (714) 966-9355 PROJECT lUWnTfR R O S S I N .G CARLSBAD, CALIFORNIA SHEET TITLE AS-BUILT PLANTING PLAN PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PI.AIINIIIG DIRECTOR AND DISTRICT ENGINEER [:[] ~ 1------,---,.~,-------------------,,----.--.-----r--~ 2 ~---~_AIININ __ G_~_P_A_RT_~_N_T __ ~ 0 LANDSCAPE PLANS FOR: BLUWATER CROSSING t---t--------1"lt"----------+----t---+---+-----I I APPROVED, tz .. :u( &-Ea-t _ ,ANNING -OATE • OA TE INITIAL ENGINEER OF WO REVISION DESCRIPTION OA TE INITIAL DA TE IIITIAL OTHER APPROVAL CITY APPROVAL OWN BY: CHKD BY: RVWD BY: PROJECT NO. CT04-11 DRAWING NO. 442-4L ) • i I ' ' .. - \ -------I PROVIDE ADDITIONAL ROOT BARRIERS AROUND WATER ---~ METER AND/OR BACKFLOW. REFER TO SHEETI 57 FOR PLANTING LEGENDS & NOTES 14f-00 UTILITY ;■_S:-~·-::!:::._'.~1'-'-":::.-_.::::, 10 20 ao --7 I I I I \ \ \ 15+00 ----1- PROVIDE ADDITIONAi. ROOT BARRIERS AROUND WATER ---~ IIETER AND/OR BACKFLOW. I tu -~ I en ----• _ffi en I I w I l: ·~JJ;;--=--=-=~t1f;t~~~-=-=·-=· :---:---~~~~-~=-=rr~~~~=--=--~~=--=--=--=-~~=--=--=--~i-=--=--=--=-=,~~ ~~P';_;z_=_:__:J::_;;;;;__,,~~q:;;~-=~~~=-=_=_=_=__:~ ~ I cc I SEMENT "AS BUil T" yl,,.,,. SIGNATURE 1192- LICENSE EXP. REVIEWED BY: INSPECTOR DATE: NOTE: APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. URBAN ARENA 3195 Red Hill Avenue -Loft F Costa Mesa, California 92626 1. 714.754.4500 F. 714.754.4545 ~range County , San Diego , Merced LICENSES CALIFORNIA CALIFORNIA ARIZONA UTAH NEVADA ACAD ALE: JOB NO.: SCALE: DATE: BID DATE: #4192 •s39 13905 #32S22 -~.,...t379520-5301 U.OPlan!Plan.dwg 06-009 I"; 10'-0" 05-10-07 C L I E N T TCR 949 SOUTH COAST DRIVE # 400 COSTA MESA, CA. 92626 T: (714) 966-9355 F: (714) 966-9355 PROJECT I ,lUWQTfR ROSSING CARLSBAD. CALIFORNIA SHEET TITLE AS-BUILT PLANTING PLAN PRIOR TO IMPLEMENTATION IN FIELD. --CITY OF CARLSBAD REVISIONS MUST BE APPROVED IY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER ~ ~ t------.--TA--------------,----,----,---,---1 3 '----~_A_NN~m_G_D_EP_A~RT~~=N~T __ ______. O LANDSCAPE PLANS FO/c BLUWATER CROSSING J----+--t":-'------_ ------1--_-1--___:1--__J1-----1 i APPROVED: ~l{.~_rl_l.A'-_, ___ l_e_•l~i•=f.8~~ DA TE INITIAL DA TE INITIAL DA TE IIITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL OWN BY: CHKD BY: RVWD BY: PROJECT NO. CT04-11 ORAWING NO. if42-4L ) I lo jE 0 w l u I I < I 0 u ~ 0 I I u ~ < ij ~ "' :,: ~ "' ~ < It < ~ :s ~ 't, r I ' 0 -u I ; !I I ~ < I t f; I I i1 i i i ' i i t1 I i I;' --~ ~ ~ 12 ; 11s :::I < r = I 2 < I ~ = ~ ~ w i 0 ; ~ Cl z < w !S ~ .. i I I I I , I I, ' ' j I j I/ / I I /1 l i I i r ', I I I I I \:----~:::;;:, / \,<~ \ I I ~----------- . ----------- 11+00 ---------------PROVIDE ADDITIONAL ROOT -===-aiiAMiRRIERS '-ROUND~w-A~T=E~R __ _ REFER TO SHEETI 54 FOR PLANTING J.EGENDS & NOTES METER ANO/OR BACKfLOW. I :to 10 H H I ... ~;:\ .. \ __ URBAN AREt...JA 3195 Red Hill Avenue -Loft F Costa Mesa, California 92626 I. 71(.754.(500 F. 71(.75'.4545 Orang~ County • S~n Diego • Merced l I C CALIFORNIA CALIFORNIA ARIZONA UTAH NEVADA ACAD ALE: .JOB NO.: SCALE: DATE: E N s E s 14192 f539 #3905 1132522 f37952Q .. 53Qf ' L4.0PlantPlan.dwg 06-009 I"= 10'-0' 05-10-07 PROVIDE ADDITIONAL ROOT t:__--:t=+===-7&ARRIERS AROUND WAAiTiEEJ!:R,-==---'==/; METER AND/OR BACKfLOW. BID DATE: I a: \ ;, ... ··1r .. ···. --. i'a:\, ~i, l __ NOTE: 0 '- LICENSE EXP. REVIEWED BY: INSPECTOR C L I E N T TCR Tnunmi,ll Cruw Re.!di,nl:lal 949 SOUTH COAST DRIVE # -400 COSTA MESA, CA. 92626 T: (714) 966-9355 F: (714) 966-9355 PROJECT -lUWnTfR ROSSING CARLSBAD. CALIFORNIA S H E ET T I T l E APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. AS-BUILT PLANTING PLAN REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST, PLANNING DIR.ECTOR AND DISTRICT ENGINEER ~ [:;:] PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD t----,---,.--------------.---~-~--~-~ 4 0 PlANNING DEPARTMENT ~==::.~==============:.-=====: LANDSCAPE PLANS FOR: BLUWA TER CROSSING t---t---f';:"-----------..-,l--........;l--~i---~i------11 APPROVED: tt.:J: f g--EJ!.A te. 1.; c-i- .... . Pl!-NNING 6ATE l--::-:-=-+::::=:-:-c--1 ........ ---------------1--+----l----l'-----1 ~==========~"".=======::;-;:::====~ DATE IIITIAL DATE IIITIAL DATE INITIAL DWN BY: PROJl:CT NO. DRAWING NO. ENGINEER OF WORK, REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~~g :i; CT04-11 442•4L ) I I I I I I I I I I I I I I I I I I I I ! I I . /•. / ··"•J('.'!'H &::~"?:-'CJ>"!~~~./- REFER TO SHEET# 57 FOR PLANTING LEGENDS & NOTES SIGNATURE LICENSE REVIEWED BY: INSPECTOR □ IJ . -.. --~-·-·· •AS BUILT" ... EXP. I ,~_ ,.:;-. ..,,-, DATE: I EJ MA TCHLINE -SEE SHEET 56 N.I.C. (BY OTHERS) nnnnnnnnnnnnnnnnnnn rr=c::=;Ttl ,--·::]Jr=~=u1::5d!r-bc~WJ:i]=I~ # ~:=:~1!~1~:=:p # ~J=J~:{:=:p # ~:=:l=e:i 1 1 I 11 i i I i I I I ' I I I ! II i I 11 I ! I I 11 I I I I 11 11 11 I II I! I I 11 Ii II Ii 11 II 11 P II II Ii II II 11 II I 11 11 Ii !I !I !I Ii II 11 11 11 11 II II II II II II I II Ii !I II II ii II ii II II Ii II II II II ii II II ------7 I I □ - "· '~ •• /1/ --- vvvvvvv vvvvvvvv vvv~"'i.,¼...X.x.¼Z.:✓-vvvv v·vvvv -""'---.,.---. ' / v·vv VVVVV ,-<TVVVV"-'~ VV'✓ vvvvv vvvvvv vvv VVVVV V VVVVV VV vvvvvv vvvvvvvv vv VVVVV-VVVVVVVV /VV VVVV /VVVVVVVVVVVV~ VV vvvv vvvvvvvvvvvvvv vvv vvvvt~VV'-./VVVVVVVVVVV vvv vvvv vvvvvvvvvvvvvvv~ vvvv vvvv vvvvvvvvvvvvvvvv vvv I I H H I I I I I I L_ --- NOTE: \ \ I H \ \ \ URBAN AREN~ 3195 Red Hill Avenue -loft F Costa Mesa, California 92626 T. 714.754.4500 f. 714.754.4545 Orange County , San Diego , Meread LICENSES CALIFORNIA CALIFORNIA ARIZONA UTAH NEVADA ACADRLE: JOB NO.: SCALE: DATE: BID DATE: #4192 1539 13905 #32522 --::;;~?.\::.:1379S20-S301 l4.0PlantPlon.ctw11 06-009 ,"= 10'-0' 05-10-07 C L I E N T TCR T....,;m,.,u C....w R-ld,,ntu,1 949 SOUTH COAST DRIVE # 400 COSTA MESA, CA. 92626 T: (714) 966-9355 F: (714) 966-9355 PROJECT .. lUWnTIR CROSSING CARLSBAD, CALIFORNIA SHEET TITLE AS-BUILT PLANTING APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. PLAN ~RE_Vl_s,_oNTS_M_u_sT_BTEA~_R_ov_eo_ev_P_u_eL_1c_~_A_L_TH_E_N_G~-ER_,_A~_T._P_LA_~~G-D_1~_c_T,OR_A_~_~,S-TR_1c_T_EN,G_M_E_R4l'"sE.5EII m • PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNJNG DEPARTMENT 0 ~==--=======================:'..=~ LANDSCAPE PLANS FOR: BLUWATER CROSSING 1~--•2f.Ai.,•"=-i, ~•' ·''iJi,~~N,~i,,~-•~•••, m:::::::::;. > 0 & 10 20 ~ t---+--.-..-----------+--+--+---+-----' 1-AP-PR_oveo_, ~n_:J<-..,.,('""§.1;_--", ~~l~~o: --_.,.,le~•I'*-'=· ej~_l a---,---1";"~-----~~-------1---=~+--+--+--4 ~--=====H.~•·~•1N'.'.':G=====~-=-·=-=-=-o~•~r_E':::.__=--=--=--~:l t--:D:-:-A=TE:-+=111=r1"'AL-i"'"'--------------+:DcccA-:::TE--l-::tlc=IT:cclA.,..L+-D.,..A-TE-+-INITI-A-IL g:DBJ~, ---PROJECT NO. DRAWING NO. I ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CiTY APPROVAL ~R,._.VWO~B~Y:_cc=== CT04-1t 442-4L _ ' \ I ) ) ) / PLANTING LEGEND . TREES SYMBOL 0 • " BOTANICAL NAME ACACIA SMALL!! ACER PALMATUM 'BLOODGOOD' IAMBUIA OLDMAMH CHAMAEROPS HUMILIS CUPRESSUS SEMPERVlllEN ORACAENA DRACO GEIJERA PARVIFOLIA LOPHOSTEMON CONFERTUS MAGNOLIA GRANDIFLORA METROSIDEROS EXCasus ;...._cc--l~MELALEUCA OUJNOUENERVIA SHRUBS SYMBOL e (D 0 0 0 0 EB ® 0 @ e 0 § + OLEA EUROPEA PLAT ANUS ACERIFOUA 'BLOODGOOD· PHOENIX DACTIUFERA RHUS LANCEA WASHINGTONIA ROBUSTA CUPANIOPSIS ANACARDIOIOES BOTANICAL NAME ALOE VERA ECHINDCACTUS 'GOLDEN BARREL' fESTUCA GLAUCA 'BLAUSlBER • OPH!OPOGON PLANISCAPUS BOUGAINVILLEA '00-LA-LA' auxus M!CROPHYLLA JAPONICA 'GREEN BEAUTY' LAVANDIJLA DENTATA CANDICANS LIGUSTRUM JAPONICUM NANDINA DOMESTICA 'GULF STREAM. PITTOSPORUM TOBIRA 'CREAM DE MINT' IOSMARINUS OFFICINALIS 'TUSCAN BLUE· ANIGOZANTHUS HYBRID 'YELLOW' BAMBUSA OLDHAM11 CARISSA MACROCARPA 'TUTTLE' CIS,US 'BRll.LIANCV · COPROSMA REPENS 111ARBLE QUEEN' DIETES BICOLOR PHORMIUM 'AMAZING RED· PHORMIUM 'YELLOW WA VE. l!HAPHIOLEPIS UMBELLATA MINOR CALLIANDRA HAEMA TOCEPHALA PlTTOSPORUM TOBIRA 'VARIEGATA. VINES & GROUNDCOVER ·~OL . _. ~ LJ . . BOTANICAL NAME TRACHELOSPERMUM JASMINIOIDES IIIYOPORUM PARVIFOUUM IIIARA THON ne COMMON NAME 11.C.N. JAPANESE MAPLE QIAIIT TIMBER IAMBOO MEDITERRANEAN FAN PALM ITALIAN CYPRESS DRAGON TREE AUTRALIAN WILLOW BRISBANE SOX &OUTHl:RN MAGNOLIA NEW ZEALAND CHRISTMAS TREE PAPER BARK TREE OLIVE IFRUffiESS) LONDON PLANE TREE DATE PALM AFRICAN SUMAC . IIEXICAN FAN PALM CARROT WOOD COMMON NAME MEDICINAL ALOE BARREL CACTUS SIZE QTY. 24" BOX 8 24" BOX 24 14' IOX 104 24" BOX 11 24" BOX 30 24" BOX 1 24" BOX 4 24" BOX IOR OTHERWISE 12 IWICATED ON PLANSI 48' BOX I 24" BOX 2 36" BOX IOR OTHERWISE 27 IIDICATED ON PLANS) 24" BOX 2 18' BOX 2 48" BOX 26 20' BTH 2 12. 11TH 2 24" BOX to ,e· BTH 43 10' 1TH 7 EXISTING TREE SIZE QTY. 5 GAL.. 201 15 GAL eo 'BLUE SIL VER. BLUE FESCUE 1 GAL 14 IIIONDO GRASS BOUGAINVILLEA JAPANESE BOXWOOD LAVENDER JAPANESE PRIVET HEAVEN!. Y BAMBOO TOBIRA l!OSEMARY KANGAROO PAW GIANT TIMBER BAMBOO NATAL PLUM ROCKROSE llllRROR PLANT FORTNIGHT LILY NEW ZEALAND FLAX YELLOW WA VE FLAX N.C.N. PINK POWDER PUFF VARIEGATED BOBlRA COMMON NAME , STAR JASMINE IIIYOPORUM TURF 1 GAL. 14 6 GAL. 48 6 GAL. 101 5 GAL. 24 15 GAL 19 5 GAL 382 6 GAL. 1223 5 GAL. 66 6 GAL 64 15 GAL. 13 5 GAL 46 5 GAL 65 5 GAL. 37 5 GAL. 129 15 CAL, 139 15 GAL 237 5 GAL 715 15 GAL 137 5 GAL. 217 SIZE QTY. 15 GAL. · 18 1 GAL. l2FT O.C.) FROM SOD ~ EXISTING PLANTING TO REMAIN (PROTECT IN PLACE) POT PLANTING COMBINATIONS SYMBOL 80T AN!CAL NAME COMMON NAME SIZE ti 111 STRELITZIA NICOLAI (4) TRACHELOSPERMUM JASMJNOIDES GIANT BIRO OF PARADISE 15 GAL. STAR JASMINE f GAL. tt {1) PHORMIUM 'YELLOW WAVE' {4) CALIBRACHOA YELLOW WAVE FLAX 15 GAL. MILLION BELL$ 4" POT H 111 JUNIPERUS CHINENSIS 'BLUE POINT' 141 PELARGONIUM PEL TATUM IRED) BLUE POINT JUNIPER 15 GAL.. IVY GERANIUM 1 GAL. t:t 12) OIETES BICOLOR (4) CAUBRACHOA FORTNIGHT LIL V 5 GAL MILLION BELLS 4" POT M 12) PHORMIUM • AMAZING RED· {4) PELARGONIUM PEL TATUM UlfDI NEW ZEALAND FLAX 15 GAL. IVY GERANIUM 1 GAL. t1 11) AGAVE VILMORTNIANA 14) ROSMARINUS PROSTRATUS OCTOPUS AGAVE Iii GAL ROSEMARY 1 GAL. fj (3) ANIGOZANTHUS 'DWARF ORANGE. KANGAROO PAW Ii GAL H 111 AUCUBA JAPONICA 'VARIEGATA. (4) HEDERA HELIX JAPANESE AUCUBA !i GAL. ENGLISH IVY &" POT H 111 ASPLENIUM BULBIFERUM (4) ASPLENIUM BULBIFERUM MOTHERN FERN 6 GAL. MOTHERN FERN 1 GAL. 11.C.N. 24" BOX ROSEMARY 1 GAL.,_ (1) PITTOSPORUM TENIFOLIUM 'MARJORIE CHANNON. {4) ROSMARINUS PROSTRATUS _ ROTE: REFER TO CONSTRUCTION PLANS FOR PLANTER POT SPECIFIC A TIDNS REMARKS STD. STD. STD. STD. STD. STD, IIUl. Tl-TRUNK IIUL Tl-TRUNK STD. 20 · ll'P, or otherwise lodlcated on plans STD. 22 · typ, or otherwise IN!lcated on plans PROTECT II Pl.ACE REMARKS 0 !i ADDITIONAL PLANT MATERIAL NOTE: CONTRACTOR TO INCLUDE IN THEIR BID THE FOLLOWING PLANT MATERIALS TO BE PLACED AS NECESSARY BY THE LANDSCAPE ARCHITECT. ANY PLANT MATERIAL PER THIS LIST THAT IS UNUSED SHALL BE CREDITED TO THE OWNER. URBAN ARENA 13) 36" BOX TREES (3) 24" BOX TREES 1101 15 GAL SHRUBS 150) 5 GAL SHRllBS 125) 1 GAL SHRUBS '""'·~:, ,.,~, S"· ,:. to 20 ,<f'''""'"'~~~c " \\ _, I ' ,.1 • / I I / / - N.I.C. (BY OTHERS) MA TCHLINE -SEE SHEET 55 0 0FFSITE CONSTRUCTION NOTE: THE LANDSCAPE CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGES TO EXISTING ADJACENT LANDSCAPE AND IRRIGATION l>UE TO OFFSITE CONSTRUCTION WORK. °CONTRACTQR NOTE: ~TRACTOR TO CONTACT THE LANDSCAPE ARCHITECT '8 HOURS PRIOR TO BEGINNING UNDSCAPE WORK IN ORDER FOR LANDSCAPE ARCHITECT TO REVIEW UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN All UTILITIES FROM VIEW. 0 ROOT BARRIER -----------. - SHALL BE MODELI CP24-2 IPANl:LS ONLY, 24" DEPTH, .085" THICK, POLYETHYLENE PLASTIC WITH ULTRAVIOLET INHmlTORSl AS MANUFACTURED BY CENTURY ROOT BARRIERS 18001 '80-8084. NOTE: \ \ \ \ \ \ \ \ "AS BUILT" ... SIGNATURE 1112- LICENSE EXP. REVIEWED BY, INSPECTOR \ 3195 Red Hill Avenue-Loft F Costa Mesa, California 92626 T. 71'.75,1.4500 F. 714.754.4545 Orange County • San Diego · Merced LICENSES CALIFORNIA CALIFORNIA ARIZONA UTAH NEVADA ACADALE: ' JOB NO.: SCALE: DATE: BID DATE: #4192 1539 #3905 #32522 --:::;~;;..,-•-:._3.79520-5301 • U.OPlan!Plan.dwg 06-009 05-10-07 C L I E N T TCR Tnmun .. JI Cn:,w Rmid,,ntia! 949 SOUTH COAST DRIVE # 40D COSTA MESA, CA. 92626 T: (714) 966-9355 F: (7141 966-9355 PROJECT 'lUWnTfR HOSSING CARLSBAD, CALIFORNIA SHEET TITLE AS-BUILT PLANTING APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. PLAN REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING O(RECTOB Allll DISTRICT ENGINEER ~ m PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD 1-----.--,...----"'---=:.:.c__ _________ ~---------J 6 0 ~==~===P:::L:::A:::Nll!N::::::G°:DE:::PA'::R:::T::ME::N:::T===='--'==~ LANDSCAPE PLANS FOR: BLUWATER CROSSING l-----jf--------1':,.._------------J.-__J_ _ _..i,_ _ _J_____J I APPROVED; tl! g ~. J,;;,-~~ L. ====~===:ANN".:l=NG========:;-;::==D=A=TE'==='. l-:c==-1-=cc-cc~~-------~ .. ~-------l----?-----l---L-_J, ~----'--~ ~-----. DA TE INITIAL DA TE INITIAL DA TE IIJTIAL OWN BY: PROJECT NO. ORA WING NO. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~~g :~, CT04-11 442-4L ) \ ) -r,_ i ; t'5 ~ g u ~ I 0 u ti ~ 0 u ~ < ~ ! "' i ~ < ~ ~ :5 w F' l'5 j I i t I t ~ _, ti ~ I I -~ j I I I s ' I ,, i ~ I ~ Q ~ m w "' ~ ~ < :c "' "' i 2 < ~ ~ "' ,ri z ~ w i ~ ; ~ 2 < .., ~ l; PLANilNG LEGEND TREES SYMBOL 0 0 ®· 0 0 a k SHRUBS SYMBOL e EB 0 0 G) 0 EB ® 0 © e BOTANICAL NAME lCACIA SMALLII lCER PALMA TUM "BLOODGOOD. BAMBUSA OLDHAMII CHAMAEROPS HUMILIS CUPRESSUS SEMPERVIREN DRACAENA DRACO GEIJERA PARVIFOUA LOPHOSTEMON CONFERTUS MAGNOLIA GRAIIDIFLORA METROSIOEROS EXCELSUS MELALtUCA 0\IINQUENERVIA OLEA EUROl'EA PLATAMUS ACElUFOLIA "BLOODGOOD' PHOENIX DACTILIFERA RHUS LANCEA WASHINGTONIA ROBUSTA CUl'ANIOPSIS ANACARDIOIDES BOTANICAL NAME ALOE VERA ECHINOCACTUS 'GOLDEN BARREL. FESTUCA GLAUCA 11LAUSIBER' OPHlOPOGON PLANISCAPUS BOUGAINVILLEA '00-LA-LA' IUXUS MICROPHYLLA JAPONICA 'GREEN BEAUTY. LAVANDULA DENTATA CANDICANS LIGUSTRUM JAPONICUM NANDINA DOMESTlCA 'GULF STREAM' PlTTOSPORUM TOBIRA "CREAM DE MINT' ROSMARINUS OFFICINALIS 'TUSCAN BLUE' ANIGOZANTHUS HYBRID 'YELLOW' BAMBUSA OLDHAMII CARISSA MACROCARPA "TUTTLE' CISTUS 'BRILLIANCY" COPROSMA REPENS 'MARBLE QUEEN· DIETES BICOLOR PliORMIUM 'AMAZING RED. PHORMJUM 'YELLOW WA VE' RHAPHTOLEPIS UMBELLATA MINOR CALLIANDRA HAEMATOCEPHALA PITTOSPORUM TOBIRA 'VARIEGATA' VINES & GROUNDCOVER_ . SYMBOL BOTANICAL NAME A, TRACHELOSPERMUM JASMINIOIDES ~ IIIYOPORUM PARVIFOLIUM LJ MARA THON lie COMMON NAME SIZE N.C.N. 24" BOX 'AP AIIESE MAPLE 24" BOX GIANT TIMBER BAMBOO 24" BOX MEDITERRANEAN FAN PALM 24" BOX ITALIAN CYPRESS 24" BOX DRAGON TREE 24" BOX AUTRALIAN WILLOW 24" BOX BRISBANE BOX 24" BOX IOR OTHERWISE IIDICA TED ON PLANS) SOUTHERN MAGNOLIA NEW ZEALAND CHRISTMAS TREE PAPER BARK TREE OLIVE IFl!UITLESSl LONDON PLANE TREE DATE PALM AFRICAN SUMAC MEXICAN FAN PALM CARROT WOOD COMMON NAME MEDICINAL ALOE BARREL CACTUS 48" BOX 24" BOX $6" eox IOR OTHERWISE IIDICATED ON PLANS) 14" BOX all" BOX 48" BOX zo· BTH 12' 11TH 24" BOX 18' BTH 10' 8TH EXISTING TREE SIZE 11LUE SIL VER ' BLUE FESCUE IIIONDO GRASS BOUGAINVILLEA 5 GAL.. 15 GAL 1 GAL 1 GAL 5 GAL I GAL. I GAL 15 GAL. 5 GAL. 5 GAL, 5 GAL 5 GAL 15 GAL. 5 GAL. 5 GAL 5 GAL. 6 GAL 15 GAL. 15 GAL. 6 GAL 15 GAL 5 GAL JAPANESE BOXWOOD LAVENDER JAPANESE PRIVET REA VENL Y BAMBOO TOBIRA ROSEMARY KANGAROO PAW GIANT TIMBER BAMBOO NATAL PLUM ROCKROSE MIRROR PLANT FORTNIGHT LILY NEW ZEALAND FLAX YELLOW WAVE FLAX N.C.N. PINK POWDER PUFF YABIEGATED BOBIRA QTY. 8 24 104 n ao ' 12 8 2 27 2 2 26 2 2 10 43 1 QTY. 201 80 114 114 48 101 24 89 382 1223 56 54 113 48 55 37 129 739 237 715 137 217 COMMON NAME ST AR JASMINE SIZE QTY. 111Y0PORUM TURF 15 GAL 16 1 GAL l2FT 0.C.I FROM SOD ~ EXISTING PLANTING TO REMAIN !PROTECT IN PLACE) POT PLANTING COMBINATIONS SYMBOL t:i t:t t1 . BOTANICAL NAME 11) STRELITZIA NICOLAI 14) TRACHELOSPERMUM JASMINOIOES (0 PHORMJUM 'YELLOW WA VE' 141 CALIBRACHOA Ill J\JNIPERUS CHINENSIS 'BLUE POINT· 14) PELARGONIUM PEL TA TUM IRED) 12) DIETES BICOLOR 141 CAUBRACHOA 121 PHORMIUM 'AMAZING RED' 141 PELARGONIUM PEL TATUM IRED) (1) AGAVE VILMORrN1ANA 141 ROSMARINUS PROSTRATUS 13) ANIGOZANTHUS "DWARF ORANGE' (1) AUCIJBA JAPONICA 'VARIEGATA' 141 HEDERA HELIX "1 ASPLENIUM BULBIFERUM 141 ASPLENIUM BULBIFERUM (1) PITTOSPORUM TENIFOLI\IM 'MARJORIE CHANNON' 141 ROSMARINUS PROSTRATUS - NOlE: REFER TO CONSTRUCTION PLANS FOR PLANTER POT SPECIFICATIONS COMMON NAME GIANT BIRO OF PARADISE STAR JASMINE YELLOW WAVE FLAX IIIILLION BELLS BLUE POINT J\JNIPER IVY GERANIUM FORTNIGHT LILY IIIILLION BELLS NEW ZEALAND FLAX IVY GERANIUM OCTOPUS AGAVE ROSEMARY KANGAROO PAW JAPANESE AUCUBA ENGLISH IVY MOTHERN FERN IIIOTHERN FERN N.C.N. ROSEMARY - SIZE 15 GAL. 1 GAL 15 GAL. .. POT 1S GAL •• 1 GAL. 5 GAL. 4" POT 15 GAL. 1 GAL. 15 GAL, 1 GAL. I GAL. 1i GAL .. POT I GAL. I GAL 24" BOX 1 GAL. 0 5 REMARKS STD. STD. STD. STD. STD. STD. IIIUL ti-TRUNK IIUL Tl-TRUNK STD. 20 • typ. or otherwise Indicated on plans STD. 22 • typ. or otherv.1se Indicated on plans PROTECT II PL_ACE REMARKS 20 I 30 "AS BUILT" ADDITIONAL PLANT MATERIAL NOTE: CONTRACTOR TO INCLUDE IN THEIR 810 THE FOLLOWING PLANT MATERIALS TO BE PLACED AS NECESSARY BY THE LANDSCAPE ARCHITECT. ANY PLANT MATERIAL PER THIS LIST THAT IS UNUSED SHALL BE CREDITED TO THE OWNER. (3) 36' BOX TREES 13) 24" BOX TR.EES 1101 15 GAL SHRUBS 1501 5 GAL SHRUBS 1251 1 GAL SHRUBS 'Ii /'f I! I! µ.;;;,,r,; , V 1,->.;c;,, •OFFSITE CONSTRUCTION NOTE: ... SIGNATURE LICENSE REVIEWED BY: INSPECTOR THE lAJIDSCAPE CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGES TO EXISTING ADJACENT LANOSC,APE AND IRRIGATION DUE TO OFFSITE CONSTRUCTION WORK. •CONTRACTOR NOTE: CONTRACTOR TO CONTACT THE LANDSCAPE ARCHITECT '8 HOURS PRIOR TO BEGINl!lt.G LANDSCAPE WORK IN ORDER FOR LANDSCAPE ARCHITECT TO REVIEW UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW. •ROOT BARRIER ----------- SHALL BE MODELI CP24-2 !PANELS ONLY, 24" DEPTH, .085" THICK, POLYETHYLENE PLASTIC WITH ULTRAVIOLET INHIBITORS) AS MANUFACTURED BY CENTURY ROOT BARRIERS 18001 CB0-8084. SLOPE PLANTING NOTE: SLOPES 8:1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS. A. STANOARD 1 -COVER CROP/REINFORCED STRAW MATTIIIG COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY l3DI DAYS. TYPE OF REINFORCED STRAW MATTING SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 ANJJ APRIL 15 8. STANDARD 12 • GROUND COVER ONE HUNDRED 1100%1 PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL 81NDING CHARACTERISTICS (PLANTED FROM A llllllMUM SIZE OF FLATTED MATERIAL ANO SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). C. STANDARD 13 -LOW SHRUBS LOW SPREADING WOODY SHRUBS !PLANTED FROM A MINlMIJM OF 2-¾ INCH LINERS) SHALL COVER A MINIMUM OF SEVENTY 170%1 PERCENT OF THE SLOPE FACE IAT MATURE SIZE!. NOTE: D. STANDARD 14 • TREES AND/OR LARGE SHl!UBS TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MIIIIMUM OF 1 GALLON CONTAINERS! AT A MllflM".)1,1 R.ATE QF ONE (fl PER TWO HUNDRED (200) IOUAR'E FEET ILOPES • 0:1 OR STEEPER AND ~ 3' 1>R LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PIJBllC WALl(S OR . STREETS REQUIRE AT MINIMUM STANDARD 11 -- I. 3' TO 8' ill VERTICAL HEIGHT REQUIRE STANDARDS f\ 12 AND 13 C. tN EXCE$$ OF 8' Ill VERTICAL HEIGHT RE0111RE ST ANO ARDS 11, 12, 13, AND H. AREAS GRADED FLATTER THAT 6:1 REQUffiE STANDARD 11 ICOVER CROP! WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS. A. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 IIONTHS OF COMPLETION OF ROUGH GRADTHG. I. A POTENTIAL EROSION PROBLEM AS DETERMlllED BY THE CITY C. IJENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HA VE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. EXP. ' URBAN AREN~ 3195 Red Hill Avenue· loft F Costo Mesa, Colifornlo: 9262-6 T. 714.754A500 F. 714.754.4545 Orange County-San Diego • Merced l I C E CALIFORNIA CALIFORNIA ARIZONA UTAH NEVADA ACAD ALE: JOB NO.: SCALE: DATE: BID DATE: N s E s 114192 #539 113905 #32522 #379520-5301 L4.0PlontPlan.dwg 06-009 I"= 10'-0" 05-10-07 C l I E N T TCR Tranunell Cmw Reml.,n1..ial 949 SOUTH COAST DRIVE # 400 COSTA MESA, CA. 92626 T: (714) 966-9355 F: (714) 966-9355 PROJECT lUWQTfR CROSSING CARLSBAD, CALIFORNIA SHEET TITLE AS-BUILT PLANTING APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. Pl/l .. N REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER. ASST. PLANNIIIG DIRECTOR AND DISTRICT ENGINEER ~ ~ l-1--_PR=1o=R=T:;:o=IMP=L=E=ME;NT;A=T'°=N=IN~=F1E=L~D-====================~====~====:====::;:===j 7 . ___ c_ir_v_o_F_c_A_R_L_s_B_A_o_--" s~~Ts _ PLANNING DEPARTMENT "" I----J~--!':;:>-------------------:1-----+----1---L----1 LANDSCAPE PLANS FOR: BLUWATER CROSSING --------~ ---,,,....,,. l----+---¥-,,>~-------------1-----L----1----1-__J I APPROVED: tz..).✓( ¢[., f!k:tt· IO·l"Peti ~. =~-'.::::===PL=A::'~".:NIM=G====-==~==D=A=TE'.::::=~ l-:--:-ccc-+=--c-+:.._ _____________ _j. __ .J_ _ ___;I-_ __J_ _ __J ~ ------~ ~-----~ DATE INITIAL DATE INITIAL DATE ltlTIAL DWN BY: PROJECT NO. DRAWING NO. CHKD BY: ENGINEER OF womi:; REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL Rvwo BY: CT04-11 ••2-4L • ' \ ) ) NOT ASSIGNED SCALE X', X' PALM PLANTING - 0 u z ~ 3: r ' 0-0<>¢':i"'"· •0 ::r~')o a • • • :, i ; ':f'1~;'.lui£k:~, . 0 . .... . lg . -•------ g :c u ~ w ~ 3 w i!: ;,; ',! i "' g ffi :c r ~ <= 0 ~ 6l "' ~ ff w Ill 3: I;:; iE :c u PREVAILING WIND ) a 'c 3: "' 2 H NOT ASSIGNED SCALE x·' x· G TREE PLANTING ~ "' ~ z Q ~ w i!: 2 ~ ~ "' :l! ~ "' ~ 0 0 z < ,,; z 0 ~ u 0: u ij:' "' ,,; ~ ... w tfl i!: ~ 0 J2x ORIGINAL ROOTBALL,l z 0 3 :::, "' :, ... 0 z < w ,g w iE L NOT ASSIGNED SCALE x·' x· K SHRUB --------- <D 50% WASHED PLASTER OR CONCRETE SAND, 50% AMENDED ON SITE SOIL, (SEE PLANTING SPECIFICA TIONSI © 4' HIGH WATER BASIN, REMOVE ONCE PLANT IS ESTABLISHED FINISH GRADE ROOTBALL BACKFILL SOIL Ml)( FOR PODIUM PLANTERS, SEE PLANTING SPECIFICATIONS MULCH IF REQUIRED, SEE PLANTING SPECIFICATIONS. MULCH SHALL BE KEPT 4' AWAY FROM BASE OF PALM CONCRETE PLANTER BASE W/ PROTECTION BOARD AND WATERPROOFING BY OTHERS NOT TO SCALE PalmPodlum.dwg PODIUM NTS © <D © © © © © © TOP OF STAKE TO BE CUT 6" BELOW TREE CANOPY (21, 2' DIA. X 10 · LONG LODGE POLES. PLACE OUTSIDE ROOTBALi. 141 BLACK CINCH-TIES WITH ONE TWIST NAILED TO STAKES W/GALVANIZED ROOFING NAil TOP OF ROOTBALL SHALL BE SET 1'-2' ABOVE FINISH GRADE 4' HIGH WATER BASIN, REMOVE ONCE PLANT IS ESTABLISHED FINISH GRADE MULCH REQUIRED, SEE PLANTING SPECIFICATIONS. MULCH SHALL BE KEPT 4" AWAY FROM BASE OF TREE CURB OR PAVING ROOT BARRIER, INST ALL AT LOCATIONS SHOWN ON PLANS PARALLEL TO CURB OR PAVING. INSTALL ROOT BARRIER PER MFGR 'S RECOMMENDATIONS. SEE PLANTING SPECIFICATIONS BACKFILL MIX PER SOIL TEST FERTN.IZER PACKETS: SEE PLANTING SPECIFICATIONS @ PLACE ROOTBALL ON NA TIIIE SUBGRADE @ TREE TRUNK TrooDblSlakoR!Barrior(48l.dwg (D MULCH LAYER ISEE PLANTING SPECIFICATIONS) MULCH SHALL BE KEPT 3" AWAY FROM BASE OF SHRUB NTS 2' HIGH WATER BASIN, REMOVE ONCE PLANT IS ESTABLISHED FINISH GRADE BACKFILL MIX PER SOIL TEST FERTILIZER PACKETS PER PLANTING SPECIFICATIONS PLACE ROOTBALL ON NA TIIIE SUBGRADE, TOP OF ROOTBALL SHALL BE SET 1"-2' ABOVE FINISH GRADE shrubl241.dwg NT$ F <D 3' DIA. BLACK FLAT DRAIN GRATE TOP OF GRATE TO BE 2' ABOVE FINISH GRADE. (NOT TO BE USED FOR SURFACE DRAINAGE) (!) 50% WASHED PLASTER OR CONCRETE SAND, 5011 AMENDED ON SITE SON.. ISEE PLANTING SPECIFIC A TIONSI © © <D © WATER BASIN 14' MIN. HEIGHTI 3' DIA. PVC PERFORATED PIPE. WRAP PIPE w/ FILTER FABRIC. FILTER FABRIC LAYER BETWEEN BACKFLL AND GRA \/EL GRAVEL SUMP, FILL W/ 3/4' DIA. AGGREGATE DEPTH VARIES. DEPTH SHALL BE BASED ON SOIL PERCOLATION TEST RESULTS PERFORMED BY CONTRACTOR AND REVIEWED BY OWNER'S REPRESENTATIVE. (PROVIDE 3· DEPTH BELOW BOTTOM OF PLANTING PIT FOR BIDDING PURPOSES ONL YI FINISH GRADE ROOTBALL • PLACE 2' MIN, / 6' MAX. ABOVE GRAVEL LA YER © NATIVE SUBGRADE. SLOPE 5% MINIMUM TO GRA \/EL SUMP NOT TO SCALE PalmMonilorWellBoxed.dw <D © © SECTION © . -~--© .. :: . . ' 01 . . ' .. ---,~ci--:--6. 5 © --' ~ ' . . ·. . . •, . . iil © e.bA!I 1/2 O.C. SPACING DISTANCE WALK OR CURB URBAN TILLED AND AMENDED SOIL, SEE AR ENA: PLANTING SPECIFICATIONS UNDISTURBED NATIVE SOIL SUBGRADE 3195 Red Hill Avenue -Loft F MULCH LA YER • SEE PLANTING co,ta Mesa, California 92626 SPECIFICATIONS T. 714.754.4500 F. 714.754.4545 PLANT MATERIAL • SEE PLANT LEGEND FOR TYPE AND SIZE Oran11e Countl • San Die!!o • Merced O.C. SPACING DISTANCE • SEE PLANT LEGEND L I C E N s E s CALlfORNIA #4192 CALIFORNIA #539 ARIZONA #3905 Groundcoverl241.dwg UTAH #32522 NEVADA #379520-5301 PALM PLANTING -ON GRADE NTS A GROUND COVER NTS . (l-0 o (>-·-:i" • ,-0::i• ")o C • • • . 11.:s~(~~~t'P';\.p .o • ,=~ . PREVAILING WIND 1 ------------<(!) II-'------<© (D TOP OF STAKE TO BE CUT 6' BELOW TREE CANOPY © 121, 2' DIA. )( a· LONG LODGE POLES, CUT BOTTOM POINTS FLAT. PLACE OUTSIDE OF ROOT BALL AT TIME OF TREE PLACEMENT, THEN BACKFILL. IN NO INSTANCE SHALL THE CONTRACTOR POUND IN STAKES. STAKES SHALL BE INSTALLED CONCURRENTLY WITH TREE. (!) (4) BLACK CINCH-TIES WITH ONE TWIST NAILED TO STAKES W/GALVANIZED ROOFING NAIL ' © TOP OF ROOTBALL SHALL BE SET 1'-2' ABOVE FINISH GRADE © 4" HIGH WATER BASIN, REMOVE ONCE PLANT IS ESTABLISHED © FINISH GRADE Q) MULCH LA YER, SEE PLANTING SPECIFICATIONS. MULCH SHALL BE KEPT 4" AWAY FROM BASE OF TREE © BACKFILL SOIL MIX FOR PODIUM PLANTERS, SEE PLANTING SPECIFICATIONS (!) FERTILIZER PACKETS: SEE PLANTING SPECIFICATIONS @ CONCRETE PLANTER BASE W/ PROTECTION BOARD AND WATERPROOFING BY OTHERS Q!) TREE TRUNK TreeDblStakePodiuml481.dwg <D © © © © ACAD ALE: -L4. I PlantDet.dwg MUI.CH LA YER ISEE PLANTING JOB NO.: 06-009 SPECIFICATIONS) SCALE: AS SHOWN MUI.CH SHALL BE KEPT 3' AWAY FROM BASE OF SHRUB DATE: 05-10--07 FINISH GRADE BACKFILL SOIL MIX FOR PODIUII BID DATE: PLANTERS, SEE PLANTING 1 ST SUBMITTAL !COUNTY): 02-20--07 1 ST SUBMITTAL PLANNING): 02-21--07 SPECIFICATIONS 2ND SU BMITT Al: 05-10--07 FERTILIZER PACKETS PER PLANTING SPECIFICATIONS C L I E N T TCR ShrubPodlum(24l.dwg TREE DOUBLE ST AKE -PODIUM E SHRUB PODIUM NTS Trammell Crow Residential 949 SOUTH COAST DRIVE # 400 COSTA MESA, CA. 92626 T: (714) 966--9355 F : (714) 966-9355 ' ~ -0 () ◊ ';,..,.,. •-0 :,• ') IJ_..., o.. .. • • vo-0 • ~":°(.<:~pJ,Jtl;t,, () • O 0 -~y •. PLAN VIEW DEADMAN PLACEMENT (D NEW 1/2' RUBBER HOSE COLLAR 13 REQ 'D.J PLACE AROUND MAIN TRUNK ONLY (D TOP OF ROOTBALL SHALL BE SET 1'-2' ABOVE FINISH GRADE (J,) 4' HIGH WATER BASIN, REMOVE ONCE PLANT IS ESTABLISHED © 1/2' DIA. WHITE PVC PIPE WITH 12 GAUGE GALVANIZED WIRE & s• TURNBUCKLE © APPROVED DEAD MAN ITYP.I © FINISH GRADE (D MULCH IF REQUIRED, SEE PLANTING SPECIFICATIONS. MULCH SHALL BE KEPT 4' AWAY FROM BASE OF TREE "-.mg·, © CURB OR PAVING (!) ROOT BARRIER, INSTALL AT LDC.A TIONS SHOWN ON PLANS PARALLEL TO CURB OR PAVING. INSTALL ROOT BARRIER PER MFGR ·s RECOMMENDATIONS. SEE PLANTING SPECIFICATIONS @ BACKFILL MIX PER NOTES Q!) FERTN.IZER PACKETS: SEE PLANTll'IG SPECIFICATIONS @ PLACE ROOTBALL ON NATIVE · SUBGRADE TreeGuyRootBarrierl481.dwg ' 0,0 () ()~":>'), •,Oj• ')IJ 0 • • • • ~~(,;le • 0 0 PLAN VIEW DEADMAN PLACEMENT (D NEW 1/2' RUBBER HOSE COLLAR (3 REQ 'DJ PLACE AROUND MAIN TRUNK ONLY Q) TOP OF ROOTBALL SHALL BE SET 1'-2' ABOVE FINISH GRADE (!) 4" HIGH WATER BASIN, REMOVE ONCE PLANT IS ESTABLISHED © 1/2' DIA. WHITE PVC PIPE WITH 12 GAUGE GALVANIZED WIRE & 5' TURNBUCKLE © APPROVED DEAD MAN ITYP.I © FINISH GRADE Q) MULCH IF REQUIRED, SEE PLANTING SPECIFICATIONS. MULCH SHALL BE KEPT 4" AWAY FROM BASE OF TREE © BACKFILL SOIL MIX FOR PODIUM PLANTERS, SEE PLANTING SPECIFICATIONS <!) FERTILIZER PACKETS: SEE PLANTING SPECIFICATIONS @ CONCRETE PLANTER BASE W/ PROTECTION BOARD AND WATERPROOFING BY OTHERS TreeGuyPodlum(481.dwa PROJECT lUWOTIR ROSSING CARLSBAD, CALIFORNIA S H E ET T I T L E TREE GUYING -ON GRADE NTS I TREE GUYING -PODIUM NTS PLANTING DETAILS NOTE: APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF Pl.ANTING AREA. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER m m PRIOR TO IMPLEMENTATION IN1'1ELD. CITY OF CARLSBAD t----.--~A.----------------~-~--~---.--1 8 0 u. PLANNING DEPARTMENT ~==='-.'.::=:=============='--'===='. LANDSCAPE PLANS FOR: BLUWA TER CROSSING 1----t-----/'":"-------------+--+--+--+--~ I APPROl1~v ( &, t»,,_..;ft II• f,_r._V,...-C-- 6, . ~~ = t-::-:-=:---J-;c;::=:--f"~---------------f...,..,=--+c,-c-,-+--__.;1---1 ~=======:'';-..=-=-=-=-=-=-=-=-=-=--=--=~-;:::=====-=-'.::..=-=-=-= DATE INITIAL DATE INITIAL DATE INITIAL OWN BY: PROJECT NO. DRAWING NO. REVSIO ~~ ENGINEER OF WOR I N DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT04-11 442-4L ' _. J_ ~--i LANDSCAPE PLANTING SPECIFICATIONS 1. SCOPE: PROVIDE LABOR, MATERIALS, TOOLS, PERMITS, TAXES AND All OTHER COSTS CONSIDERED AS NECESSARY TO COMPLETE PW-.TING WORK AS INDICATED AND SPECIFIED WITHIN THESE PLANS BY URBAN ARENA. THE INSTAl.lATION SHAU. BE COMPLETE IN EVERY RESPECT TO THE SATISFACTION OF THE OWNER. 2. GENERAL CONDITIONS: A. THE CONTRACTOR SHALL BE LICENSED OR CERTIFIED BY THE STATE OF CALIFORNIA, FOR THE TYPE OF WORK SHOWN ON THE PLANS. B. THE CONTRACTOR SHALL CARRY All NECESSARY COMPENSATION AND LIABILITY INSURANCE TO COVER HIS WORKERS AND INSTALLATION SO AS TO OFFER FULL PROTECTION TO THE OWNER FROM ANY POSSIBLE DAMAGE SUIT OR LIEN ON THE OWNER'S PROPERTY. C. LOCAL, MUNICIPAL AND STATE CODES, LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY MADE A PART OF THESE PLANS AND SPECIFICATIONS. D. THE PLANTING DESIGN AS INDICATED ON THE PLANS IS DIAGRAMMATIC. SCALED DIMENSIONS ARE APPROXIMATE. VERIFY All SITE DIMENSIONS PRIOR TO PROCEEDING WITH THE WORK. E. DO NOT PROCEED WITH ANY WORK SHOULD THERE BE ANY UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DISCREPA>ICIES FOUND ON THE SITE OR ANY DISCREPANCIES WITHIN THE PLANS. IMMEDIATELY BRING DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. If NOTIFICATION IS NOT PERFORMED THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR NECESSARY REVISIONS. F. THE CONTRACTOR SHALL NOTE All EXISTING FINISH GRADES PRIOR TO COMMENCING WORK. RESTORE FINISH GRADES CHANGED DURING THE COURSE OF THE WORK TO ORIGINAL CONTOURS OR INTENDED CONTOURS WHERE PRACTICAL. G. UPON AWARD Of THE CONTRACT, THE CONTRACTOR SHALL IMMEDIATELY LOCATE, ORDER AND PURCHASE, OR HAVE HELD, All SPECIFIED PLANT MATERIAL EXCLUDING PRE-SELECTED PLANT MATERIAL. H. THE SITE SHALL BE KEPT CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS, AND RUBBISH INCIDENTAL TO THE WORK DLRING THE CONSTRUCTION AND lvWNTENANCE PERIOD. I. THE OWNER'S REPRESENTATIVE SHALL HAVE THE RIGHT TO MAKE MINOR CHANGES IN THE PLANTING DESIG>l AND INSTALIJ\TION AT NO ADDITIONAL CHARGE. J. PRIOR TO EXCAVATION FOR PLANTING, OR PLACING OF STAKES; LOCATE UTIUTIES, ELECTRIC CABLES, CONDUITS, SPRINKLcR LINES, HEADS, VALVES, AND VALVE CONTROL WIRES, SO THAT PROPER PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE SUCH IMPROVEMENTS. IN THE EVENT OF A CONFLICT BETWEEN SUCH LINES AND PIANT LOCATIONS, PROMPTLY NOTIFY THE LANDSCAPE ARCHITECT TO ARRANGE FOR RELOCATION OF ONE OR THE OTHER. FAILURE TO FOLLOW THIS PROCEDURE l'IACES THE RESPONSIBILITY ON THE CONTRACTOR FOR MAKING REPAIRS AT HIS EXPENSE FOR DAMAGES RESULTING FROM WORK HEREUNDER. K. NOTIFY LANDSCAPE ARCHITECT IN WRITING OF SOIL OR DRAINAGE CONDITIONS ENCOUNTERED DURING PLANTING OPERATIONS WHICH ARE DETRIMENTAL TO GROWTH OF PLANT MATERIAL. 3, SUBMITTALS1 A. SOILS ANALYSIS: 1. AGRICULTURAL SUITABILITY TEST REPORT FOR ON SITE SOIL AND ON SITE TOPSOIL A. THE CONTRACTOR SHALL OBTAIN All NECESSARY SOIL SAMPLES TO BE TESTED AND SUBMIT THE RESULTS AND RECOMMENDATIONS TO THE CITY FOR APPROVAL. THE APPROVED RC-COMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART Of THE APPROVED PLANS. B. VERIFY WITH LANDSCAPE ARCHITECT THE QUANTITY OF SAMPLES TO BE TAKEN (1 MINIMUM, 3 MAXIMUM BASED ON SIZE Of PROJECl). C. EACH SN.\PLE SHALL BE COMPRISED OF SITE SOIL FROM TWO LOCATIONS APPROXIMATELY 20'-50' APART TAKEN AT A DEPTH OF 6' TO 12', WITHIN PROPOSED PLANTING AREAS, AFTER COMPLETION OF GRADING AND PRIOR TO WEED CONTROL AND SOil PREPARATION. D. SUBMIT SAMPLES TO 'SOil AND PLANT IABORATORY', 1594 NORTH MAN STREET, ORANGE CA, 92667, FOR SOIL EVALUATION. E. REQUEST TESTING FOR AGRICULTURAL FERTILITY AND SUITABILITY WITH APPROPRIATE TRI-C PRODUCTS [TRI-C ENTERl'RISES (800) 927-3311 J AND WRITTEN RECOMMENDATIONS FOR SOILS AMENDMENT, HYDROSPRAY, SOD LAWN, SEED LAWtl, ACID LOVING PLANTS, AND POST-MAINTENANCE FERTILIZATION PROGRAMS. F. SUBMIT COPIES OF THE REPORT TO THE LANDSCAPE ARCHITECT AND OWNER'S REPRESENTAIIVE. G. SOILS REPORT RECOMMENDATIONS SHALL TAKE PRECEDENCE OVER THE N~ENDMENT AND FERTILIZER RATES SPECIFIED IN THESE PLANS. 2. IMPORT TOPSOIL: THE CONTRACTOR SHALL HAVE OBTAINED RESULTS FROM SOil TESTING TO DETERMINE IF SOIL IS TO BE IMPORTED, OR IF ON SITE SOIL Will BE AMENDED. A. FURNISH THE SOURCE OF IMPORTED TOPSOIL TO THE OWNER~ REPRESENTATIVE FOR APPROVAL SUBMIT TEST RESULTS AND SCHEDULE OF RECOMMENDED SOil AMENDMENT ADJUSTMENTS TO OWNER'S REPRESENTATIVE FOR APPROVAL. 3. AGRICULTURAL SUITABILITY TEST REPORT FOR RAISED PODIUM PLANTER BACKFIU MIX: A. FURNISH THE SOURCE, AGRICULTURAL SUITABILITY TEST RESULTS, AND TOTAL SATURATION WEIGHT Of RAISED PODIUM PLANTER BACKFILL MIX TO THE LANDSCAPE ARCHITECT, STRUCTURAL ENGINEER, AND OWNER'S REPRESENTATIVE FOR APPROVAL B. PLANT MATERIALS: 1. SUBMIT 3"X5' OR 4'1<6" COLOR PRINT PHOTOGRAPHS 90 DAYS PRIOR TO INSTALLATION TO THE LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE OF EACH SPECIFIED TREE, SHRUB, AND GROUNOCOVER TAKEN AT THEIR SOURCES FOR APPR•::>VAL THE PHOTOS SHALL BE OF THE PLANT MATERIAL TO BE DELIVERED TO THE JOBSITE. All PLANT MATERIAL DELIVERED SHAil BE OF EQUAL OR BETTER QUALITY AS THE PHOTO GIVEN 1'S A REPRESENTATIVE SAMPLE. 2. IF ANY PLANT MATERIAL SPECIFIED IS NOT OBTAINABLE, SUBMIT A WRITTEN SUBSTITUTION REQUEST TO THE LANDSCAPE ARCHITECT DURING THE BIDDING PERIOD. C. WRITTEN GUARANTEE: 1. All TREES SHALL BE GUARANTEED, IN WRITING, TO LIVE IN A HEALTHY CONDITION FOR 1 YEAR FOUOWING THE DATE Of COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD. THIS DATE SHALL BE DETERMINED BY THE OWNER'S REPRESENTATIVE AT THE TIME OF THE FINAL MANTENANCE WALKTHROUGH. 2. All PALM TREES SHALL BE GUARANTEED, IN WRITING, TO LIVE IN A HEALTHY CONDITION FOR 2 YEARS FOLLOWING THE DATE OF COMPLETION Of THE SPECIFIED MAINTENANCE PERIOD. THIS DATE SHALL BE DETERMINED BY THE OWNER'S REPRESENTATIVE AT THE TIME Of THE FINAL MAINTENANCE WALKTHROUGH. 3. REPLACE DEAD, DAMAGED, OR UNHEALTHY TREES, PER THE ORIGINAL DETAILS IMMEDIATELY UPON NOTIFICATION BY THE OWNER'S REPRESENTATIVE. (THIS Will BE AT NO COST TO THE OWNER.) REPLACEMENT TREES Sl·lAll MEET THE SAME SPECIFICATIONS AS THE ORIGINAL TREES. REPLACEMENT TREES SHALL BE GUARANTEED FOR 1 YEAR, 2 YEARS FOR PALM TREES, FOLLOWING THEIR INSTALLATION AS DETERMINED BY THE OWNER'S REPRESENTATIVE. 4. All SHRUBS, VINES AND GROUNDCOVER SHALL BE GUARANTEED FOR THE LENGTH OF THE MAINTENANCE PERIOD. D. STATEMENTS OF CONFIRMATION: ' THE CONTRACTOR SHALL SUBMIT TO THE OWNER'S REPRESENTATIVE, THE FOLLOWING ITEMS: 1. SUBMIT, AT THE TIME OF DELIVERY, ORIGINAL INVOICE STATEMENTS FOR ORGANIC AMENDMENTS AND FERTILIZERS CERTIFYING DELIVERY TO THE SITE AND QUANTITIES BY BULK AND/OR WEIGHT. 2. SUBMIT SUPPLIER'S STATEMENTS OF CONFIRMATION RECORDING COMPLIANCE OF ORGANIC AMENDMENTS AND FERTILIZERS WITH THESE SPECIFICATIONS. 3. SUBMIT ORIGINAL RECEIPTS AND/OR CERTIFICATES FOR THE FOLLOWING ITEMS UPON DELIV[RYTO THE JOB SITE: A. QUANTITY OF TRI-C (TRI-C ENTERPRISES (BOO) 927-3311) FERTILIZER AND ORGANIC AMENDMENTS. B. QUANTITY OF SOIL AMENDMENTS. C. QUANTITY OF TRI-C ENDO 120 MYCORRHIZAL INOCULUM. D. QUANTITY OF SEED. E. QUANTITY OF OTHER SOil ADDITIVES PER AGRONOMIC SOILS TEST REPORT. 4. SUBMIT WRITTEN CERTIFICATE OF HYDROSEEDING. 5. SUBMIT WRITTEN CERTIFICATE OF DELIVERY OF CONTAINER OR BULK MATERIALS. 6. SUBMIT WRITTEN CERTIFICATE OF QUANTITY AND QUALITY OF PLANT MATERIALS. 4. MATERIAi.Si A. GENERAL: 1. PROVIDE MATERIALS OF BEST QUALITY OBTAINABLE WHICH COMPLY WITH THE PLANS. 2. NO SUBSTITUTION OF SPECIFIED MATERIALS SHALL BE MADE WITHOUT WRITTEN APPROVAL OF THE OWNER'S REPRESENTATIVE. B. IMPORT SOIL: THE CONTRACTOR SHALL HAVE OBTAINED RESULTS FROM SOIL TESTING TO DETERMINE IF SOil iS TO BE IMPORTED OR IF ON SITE SOIL WIU BE AMENDED. 1. IMPORT SOil SHALL BE NATURAL FERTILE, FRIABLE SOil FREE OF ROOTS, CLODS AND STONES LARGER THAT 1" IN DIAMETER, WEEDS, STICKS, BRUSH, OTHER LITTER, AND INFESTATION OF UNDESIRABLE INSECTS, AND PLANT PATHOGENS. SILT PLUS CLAY CONTENT OF SOIL SHALL NOT EXCEED 15% BY WEIGHT WITH A MINIMUM 95% PASSING THROUGH A 2.0 MIUIMETER SIEVE: 2. SALINITY: THE SATURATION EXTRACT CONDUCTIVITY SHALL NOT EXCEED 3.5 MIUMHOS/CMAT 25° C. 3. BORON: THE CONCENTRATION IN THE SATURATION EXTRACT SHAU NOT EXCEED 1.0 PPM. 4. SODIUM: THE SODIUM ABSORPTION RATIO (SAR) AS CALCULATED FROMANALYSISOF SATURATION EXTRACT SHALL NOT EXCEED 4.0 PPM. 5. SAMPLES OF THE IMPORT SOil SHALL BE SUBMITTED TO THE 'SOIL AND PLANT LABORATORY' FOR ANALYSIS, INTERPRETATION, AND RECOMMENDATIONS. CONTRACTOR SHALL SUBMIT A SOILS REPORT FROM THE SPECIFIED LAB TO THE OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO SOIL USE ON SITE. C. RAISED PODIUM PLANTER BACKFILL MIX: 1. BACKFILL SOil MIX FOR PODIUM PLANTERS SHALL BE NATURAL FERTILE, FRIABLE SOil FREE OF ROOTS, CLODS AND STONES LARGER THAT I" IN DIAMETER, WEEDS, STICKS, BRUSH, OTHER LITTER, AND INFESTATION Of UNDESIRABLE INSECTS, AND PLANT PATHOGENS. 2. SILT PLUS CLAY CONTENT OF SOil SHALL NOT EXCEED 25% BY WEIGHT. 3. ORGANIC CONTENT SHALL NOT EXCEED 30%. 4. TOTAL SATURATION WEIGHT SHALL NOT EXCEED XXX (VERIFY WITH STRUCTURAL ENGINEER ON EACH PROJECl] LBS.ICU. FT. 5. SALINITY: THE SATURATION EXTRACT CONDUCTIVITY SHALL NOT EXCEED 3.5 MIUMHOS/CMAT 25° C. ----------------- 6. BORON: THE CONCENTRATION IN THE SATURATION EXTRACT SHALL NOT EXCEED 1.0 PPM. 7. SODIUM: THE SODIUM ABSORPTION RATIO (SARI AS CALCULATED FROM ANALYSIS Of SATURATION EXTRACT SHALL NOT EXCEED 4.0 PPM. 8. SAMPLES OF THE BACKFILL SOIL MIX FOR PODIUM PLANTERS SHAU BE SUBMITTED TO THE 'SOil AND PLANT LABORATORY' FOR ANALYSIS, INTERPRETATION, AND RECOMMENDATIONS. CONTRACTOR SHAU SUBMIT A SOILS REPORT FROM THE SPECIFIED LAB TO THE OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO SOil USE ON SITE. D. RAISED PLANTER/POT MIX: SUPER SOIL ROD lv\CLEllAN COMPANY BANDIN! #105 BANDIN! FERTILIZER COMPANY GOLD CUP BUTLER'S Mill INC. SAN DIEGO E. RAISED PLANTER FILTER BLANKET: ENKADRAIN, NO. 9010 AMERICAN EXCELSIOR COMPANY F. WEED CONTROL: 1. PRE-PLANTING HERBICIDE: ROUNDUP OR EQUAL. 2. PRE-EMERGENT WEED CONTROL: RONSTAR-G, TREFLAN, EPTAM, VEGITEX. OR EQUAL. G. ORGANIC AMENDMENTS: DERIVED FROM WOOD OR BARK, GRANULAR IN NATURE, STABILIZED WITH NITROGEN, FORTIFIED WITH MINERALS AND HAVING THE FOLLOWING PROPERTIES: 1. PARTICLE SIZE: A. MINIMUM 95% PASSING A 4 MESH SCREEN. B. MINIMUM 80% PASSING AN 8 MESH SCREEN. 2. NITROGEN CONTENT: (All VALUES BASED ON DRY WEIGHT) 0.5% FOR REDWOOD SAWDUST, 0.7% FOR FIR SAWDUST, 1.0% FOR CEDAR SAWDUST, 1.0% FOR FIR OR PINE BARK. PINE SAWDUST IS NOT ACCEPTABLE. 3. SALINITY: CONDUCTIVITY 3.5 MILLIMHOS/CM AT 25°C OR LESS AS DETERMINED IN SATURATION EXTRACT CONDUCTIVITY. 4. ORGANIC CONTENT: MINIMUM 90% BY WEIGHT. H. FERTILIZERS AND MINERALS: 1. PROVIDE COMMERCIAL FERTILIZER: UNIFORM IN COMPOSITION, FREE.FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, DELIVERED TO THE SITE IN UN-OPENED CONTAINERS, EACH FULLY LABELED ACCORDING TO APPLICABLE FERTILIZER LAWS, AND BEARING THE NAME OR MARK OF THE MANUFACTURER. TRI-C [TRl•C ENTERPRISES (BOO) 927-3311) FERTILIZER AND ORGANIC SOIL AMENDMENTS: A. SOILPREPARATION _____ • ____ _ B. HYDROSPRAY _____ • ____ _ C. WEED CONTROL _____ • ____ _ D. SOD LAWN _____ • ____ _ E. SEED LAWN _____ • ____ _ F. MAINTENANCE _____ , ____ _ • TRI-C FERTILIZER AND ORGANIC SOIL AMENDMENT TYPE SHAU BE B/>SED ON RECOMMENDATION GIVEN IN THE SOILS ANALYSIS BY 'SOIL AND PLANT LABORATORY'. 2. SOil SULFUR: FIRST QUALITY COMMERCIAL GRADE. 95% MINIMUM ELEMENTAL SULFUR. 3. IRON SULFATE [(FE2 (SO4)]: FIRST QUALITY COMMERCIAL GRADE 20% MINIMUM FE, AS METALLIC. 4. AGRICULTURAL GYPSUM (CALCIUM SULFATE, CA 504 2HOJ: FIRST QUALITY COMMERCIAL GRADE, 23% CA. 5. CALCIUM CARBONATE LIME: FIRST QUALITY COMMERCIAL LIME. 6. PIANTING PACKS: "BEST-PAKS' 10 GRAM PACKETS WITH A 20-10-5 GRADE AS MANUFACTURED BY SIMPLOT TURF AND HORTICULTURE (BOO} 992-6066. 7. MYCORRHIZAL INOCULUM IN PACKETS: "MYCO PAK" AS MANUFACTURED BY TRI.C ENTERPRISES (800) 927-3311. I. PLANT MATERIAL: l. QUALITY: HEALTHY, VIGOROUS, NORMAL HABIT; FREE OF WEEDS, INSECT INFESTATION, PLANT DISEASE, SUN SCALDS, BROKEN FOLIAGE, ABRASIONS OF THE BARK, AND OTHER DISFIGUREMENTS. QUALTY IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS SHALL BE DETERMINED BY THE OWNER'S REPRESENTATIVE. 2. SIZE: THAT NORMALLY EXPECTED FOR COMMERCIALLY AVAILABLE NURSERY STOCK FOR SPECIES/VARIETIES SPECIFIED IN THESE PLANS. THE ROOT SYSTEM SHALL Fill THE CONTAINER BUT NOT BE ROOT BOUND. SIZE IN ACCORDANCE WITH THESE SPECIFICATIONS SHALL BE DETERMINED BY THE OWNER'S REPRESENTATIVE. 3. REJECTION OR SUBSTITUTION: REMOVE REJECTED PLANT MATERIAL FROM THE SITE IMMEDIATELY AND REPLACE AT NO ADDITIONAL COST TO THE OWNER. SUBSTITUTIONS SHALL NOT BE PERMITTED UNLESS EXPRESSED CONSENT IS RECEIVED FROM THE OWNER'S REPRESENTATIVE. 4. PROTECTION: HANDLE AND STORE PLANT MATERIALS TO PROTECT FROM SUN, WIND, AND OTHER INJURIES OR DAMAGE. INJURY OR DAMAGE SHALL BE CAUSE FOR REJECTION EVEN AFTER INITIAL REVIEW. 5. QUANTITIES: CIRCLES, DOTS, OR OTH[R PLANT SYMBOLS USED WITHIN THE PLANS ARE TliE AUTHORITY TO PLANT COUNTS AND SHALL DETERMINE QUANTITIES PROVIDED. QUANTITIES SHOWN ON THESE DRAWINGS ARE APPROXIMATE AND ARE ONLY FOR THE CONVENIENCE OF THE CONTRACTOR. PLANT SYMBOLS AND/OR "ON CENTER" SPACING TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. CONTRACTOR SHALL INFORM OWNER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN QUANTITIES AND SYMBOLS SHOWN. 6. SOD FOR LAWN SHALL BE PER PLAN. 7. SEED FOR LAWN SHALL BE PER PLAN. 8. HYDROSEEDING: A. WOOD CELLULOSE MULCH: CLEAN, NATURAL, WOOD CELLULOSE FIBER, DYED GREEN WITH UNIFORM SUSPENSION IN WATER; ALLOWS ABSORPTION OF MOISTURE, AND RANFALL TO PERCOIATE TO SOIL BELOW. B. ORGANIC SOIL AMENDMENT: TRl•C ORGANIC SOIL CONDITIONER/ FERTILIZER WITH A 6-2-4 NPK RATING, 5% SULFUR AND TRACE ELEMENTS. C. SEED: CLEAN, FRESH, NEW CROP, LABELED WITH SUPPLIER'S STATEMENT OF COMPOSITION AND PERCENTAGE OF PURITY. D. BINDER: ECOLOGY M-BINDER. E. IRON CHELATE. F. SEED MIXES PER PLAN. G. TRI-C ENDO 120 GRANULAR MYCORRHIZAL INOCULUM. J. MULCH: 1. MULCH: MULCH SHALL BE "FORREST MULCH' AS MANUFACTURED BY BUTLER'S Mill, INC. (800) 233-6933, OR 0'-2" FOREST FLOOR AS MANUFACTURED BY AGUINAGA FERTILIZER CO., INC. (949) 786-9558. K. ACCESSORIES: l. TREE TIES: COMMERCIAUY MANUFACTURED TIES FROM BLACK TIRE CASINGS, CUT TO A MINIMUM 10' LENGTH AND HELD IN PLACE BY 12 GAUGE GALVANIZED WIRE OR SPLIT PLASTIC HOSE WITH A MINIMUM LENGTH OF 15'. SPLIT PLASTIC HOSE SHALL BE "CINCH TIE' OR APPROVED EQUAL 2. TREE STAKES: 10' LONG, STRAIGHT GRAINED LODGE POLE PINE, FREE OF KNOTS, CHECKS, SPLITS AND DISFIGUREMENTS, TREATED WITH COPPER NAPTHENATE. 3. TREE TRUNK PROTECTORS: MANUFACTURED BYV.I.T. COMPANY, INC., 15561 PRODUCT LANE, D-4, HUNTINGTON BEACH, CA, 92649, (714) 891-8338. 4. GUY WIRES: 12 GAUGE GALVANIZED WIRE; NOT TO BE SPLICED. 5. GUY WIRE HOSE: 3/8' OR 5/16" X .062' WT POLYETHYLENE TUBING BY WARD MFG , (714) 631,5055. 6. ROOT BARRIER: CP SERIES. ROOT BARRIER PANELS: .085" THICK, POLYETHYLENE PLASTIC WITH ULTRAVIOLET INHIBITORS, AS MANUFACTURED BY CENTURY ROOT BARRIERS (BOO) 480-8084. USE MODEL NUMBER CP24-2 ADJACENT TO CURBS AND PAVED SURFACES. USE MODEL NUMBER CP36-2 ADJACENT TO RETAINING WALLS OR BUILDING FOOTINGS. 5, INSTALLATION: A. PERCOLATION TESTING: 1. UPON COMPLETION OF THE ROUGH GRADING OF THE SITE, THE OWNER'S REPRESENTATIVE SHAU IDENTIFY A TYPICAL LOCATION FOR 1 OF THE LARGEST SPECIMEN ·BOX TREES, THE CONTRACTOR SHAU EXCAVATE THE PIT FOR THE TREE PER THE PROJECT SPECIFICATIO>IS AND DETAILS. 2. WITH THE OWNER PRESENT, THE CONTRACTOR SHALL Fill THE PIT WITii WATER TO A DEPTH OF 12", IF POSSIBLE. THE LENGTH OF TIME REQUIRED FOR THE WATER TO PERCOLATE INTO THE SOIL, LEAVING THE PIT EMPTY, WIU BE MEASURED BY THE CONTRACTOR AND VERIFIED BY THE OWNER'S REPRESENTATIVE. 3. WITHIN 6 HOURS OF THE TIME THE WATER H/>S DRAINED FROM THE PIT THE CONTRACTOR, WITH THE OWNER PRESENT, SHALL AGAIN Fill THE PIT WITH WATER TO A DEPTH OF 12'. IF WATER DOES NOT COMPLETELY PERCOIATE INTO THE SOIL WITHIN 9 HOURS A DETERMINATION Will BE MADE BY THE OWNER AS TO WHETHER OR NOT A DRANAGE SYSTEM TO EACH TREE Will BE REQUIRED. NOTE: B. WEED CONTROL: l. MANUALLY REMOVE All EXISTING WEEDS AND GRASSES AND REMOVE FROM SITE. 2. APPLY 200 LBS/ACRE COMMERCIAL FERTILIZER TO AU PLANTING AREAS. IRRIGATE 4 TIMES ?ER DAY DURING THE SUMMER SEASON AND 2 TIMES PER DAY DURING OTHER SEASONS FOR 3 WEEKS TO GERMINATE SEEDS. 3. DISCONTINUE IRRIGATION FOR 2 DAYS AND APPLY A NON-SELECTIVE CONTACT HERBICIDE, PER MANUFACTURER'S DIRECTION, TO ERADICATE GERMINATED WEEDS AND GRASSES. ALLOW HERBICIDE TO KILL WEEDS AND GRASSES. MANUALLY REMOVE WEEDS AND GRASSES FROM SITE. MINIMIZE SOil DISTURBANCE ON SLOPED AREAS OF THE SITE. 4. IF WEEDS AND GRASSES STILL EXIST, IRRIGATE 4 OR 2 TIMES PER DAY,ASABOVE, FOR2 WEEKS OR UNTIL NEW GROWTH APPEARS. REAPPLY HERBICIDE PER MANUFACTURER'S DIRECTION. ALLOW HERBICIDE TO KIU WEEDS AND GRASSES. MANUALLY REMOVE WEEDS AND GRASSES FROM THE SITE. 5. NO PRE-EMERGENT HERBICIDE SHALL BE USED IN LANDSCAPE AREAS TO BE SEEDED. 6. CONTRACTOR SHALL OBTAIN APPROVAL BY THE OWNER TO APPLY ANY HERBICIDE, INSECTICIDE, FUNGICIDE, OR OTHER CHEMICALS TO BE USED ON SITE. CONTRACTOR SHALL ABIDE BY All APPLICABLE GOVERNMENTAL STANDARDS REGULATING THE APPLICATION OF ANY CHEMICALS, AND SHALL FOLLOW All MANUFACTURER'S RECOMMENDATIONS. AU WORKERS APPL YING SUCH CHEMICALS SHALL BE LICENSED IF REQUIRED BY LAW. C. DELIVERY AND STORAGE: 1. CONTRACTOR SHALL DELIVER SOIL N~ENDMENTS TO THE SITE IN THE ORIGINAL UN-OPENED CONTAINERS, BEARING THE MANUFACTURER'S GUARANTEED CHEMICAL ANALYSIS, NAME, TRADE NAME OR TRADEMARK, AND STATEMENT INDICATING CONFORMANCE TO STATE AND FEDERAL I.AW. IN LIEU OF CONTAINERS, SOIL AMENDMENTS MAY BE FURNISHED IN BULK. A CERTIFICATE INDICATING THE ABOVE INFORMATION SHALL ACCOMPANY EACH DELIVERY. 2. CONTRACTOR SHALL ARRANGE FOR OWNER'S REPRESENTATIVE TO CERTIFY All UN-OPENED FERTILIZER PACKAGES ON SITE. FERTILIZER PACKAGES SHALL NOT BE REMOVED FROM SITE UNTIL AFTER INCORPORATION INTO SOIL AS PER SPECIFICATIONS, AND ONLY WHEN DIRECTED BY OWNER'S REPRESENTATIVE. 3 CONTRACTOR SHALL STORE AND PROTECT PLANTS NOT INSTALLED ON THE DAY OF ARRIVAL AT THE SITE. D. SOil PREPARATION: THE CONTRACTOR SHALL HAVE OBTAINED RESULTS FROM SOil TESTING TO DETERMINE IF SOil iS TO BE IMPORTED OR If ON SITE SOil Will BE AMENDED. FINISH GRADING, MOUNDING, SOILS TESTING AND WEED CONTROL SHALL BE COMPLETED PRIOR TO SOIL PREPARATION. 1. IMPORT TOP SOIL: A. SPREAD TOPSOIL 2" DEEP EVENLY OVER AU LAWN AND SHRUB AREAS WITH A GRADIENT OF 3: 1 ORLESS. B. LIGHTLY WATER TOPSOIL UNTIL ENTIRE LAYER IS MOIST. C. ROLL TOPSOIL WITH WATER BALLAST ROLLER FORMING AN EVEN GRADE, OBTAINING POSITIVE CONTACT BETWEEN TOPSOIL AND SITE SOIL D. CONTINUE SPREADING, WATERING AND ROLLING TOPSOIL UNTIL AN EVEN 6" LAYER MEASURED FROM EXISTING GRADE IS OBTAINED OVER All LAWN AND SHRUB AREAS WITH A GRADIENT OF 3: 1 OR LESS. 2. AMENDING ON SITE SOIL (FOR TURF AND GROUNOCOVERAREAS WITH SLOPES OF 3:1 OR LESS): A. CROSS-RIP ON GRADE PLANTING AREAS TO A DEPTH OF 10'-12" IN 2 DIRECTIONS. B. APPLY PER 1,000 SQ. FT. Of PIANTING AREA. THESE RATES MAY BE ADJUSTED BY THE SOILS REPORT AND ARE FOR BIDDING PURPOSES ONLY: ORGANIC AMENDMENT: 2 CU. YDS. TRI-C HUMATE PLUS: 75 LBS. TRI-C ENDO 120: 1 1/4 LBS. COMMERCIAL FERTILIZER 6-20-20: 20 LBS. SOil SULFUR: 50 LBS. AGRICULTURAL GYPSUM: l 00 LBS. C. BROADCAST THE ORGANIC SOIL AMENDMENTS UNIFORMLY OVER SURFACE OF THE AREA TO BE TREATED. INCORPORATE INTO THE SITE SOIL BY CULTIVATION, SPADING, OR ROTO-TILLING, TO A DEPTH OF 6' AND FINE GRADE TO SPECIFIED DEPTH BELOW ADJACENT PAVING AND CURBS. REMOVE FROM All PLANTING AREAS, ROCKS AND DEBRIS LARGER THAN 1' AND REMOVE FROM THE SITE. CLEAN MINERAL AND AMENDMENT STAINS FROM PAVING. D. MOISTURE CONTENT: THE SOIL SHALL NOT BE WORKED WHEN THE MOISTURE CONTENT IS SO GREAT THAT EXCESSIVE COMPACTION Will OCCUR, AND NOT WHEN IT IS SO DRY THAT DUST WILL FORM IN THEAIR. WATER SHALL BE APPLIED, IF NECESSARY, TO PROVIDE IDEAL MOISTURE CONDITIONS. 3. BACKFILL MIX FOR ON GRADE PLANTING AREAS: A. STANDARD BACKFIU MIX: USE IMPORT TOPSOIL, OR ON SITE SOil BASED ON THE SOILS REPORT. THIS MIX MAY BE ADJUSTED BY THE SOILS REPORT AND IS FOR BIDDING PURPOSES ONLY. BLEND PER CUBIC YARD: TOPSOIL/IMPORT SOIL: 3 PARTS BY VOLUME ORGANIC AMENDMENT: l PART BY VOLUME TRI-C HUMATE PLUS: 6 LBS. TRI-C IRON W/ MICRONUTRIENTS: 2 LBS. AGRICULTURAL GYPSUM: 5 LBS. COMMERCIAL FERTILIZER 6-20-20: 2 LBS. B. ACID LOVING PLANT MIX: USE IMPORT TOPSOIL, STOCKPILE TOPSOIL, OR ON SITE SOIL, BASED ON THE SOILS REPORT. THIS MIX MAY BE ADJUSTED BY THE SOILS REPORT AND IS FOR BIDDING PURPOSES ONLY, SEE PLAN FOR INDICATION OF ACID LOVING PLANT MATERIAL BLEND PER CUBIC YARD: TOPSOIL/IMPORT SOIL: 4 PARTS BY VOLUME NITROLIZED ORGANIC AMENDMENT: 3 PARTS BY VOLUME COMPOSTED LEAF MOLD: 3 PARTS BY VOLUME TRI-C HUMATE PLUS: 4 LBS. TRI-C IRON W/ MICRONUTRIENTS: 2 LBS. AGRICULTURAL GYPSUM: 5 LBS. COMMERCIAL FERTILIZER 6-20-20: 2 LBS. 3. BACKFILL FOR RAISED PODIUM PLANTERS: A. INSTALL BACKFILL ONLY AFTER WATERPROOFING, PROTECTION BOARD, FILT[R fABRIC, DRAIN LINES, IRRIGATION UNES, AND ELECTRICAL WIRES HAVE BEEN INSTALLED. B. PLACE RAISED PODIUM PLANT[R BACKFILL IN 6" LIFTS. C. LIGHTLY WAT[R UNTIL BACKFILL LIFT IS MOIST AND COMPACT WITH WATER BALLAST ROUER AND HAND TAMPING TO FORM AN EVEN LAYER. D. CONTINUE PLACING, WATERING AND COMPACTING UNTIL BACKFIUCONFORMS TO THE SPECIFIED DEPTH BELOW THE TOP Of THE PLANTER WALLS AND OBTt'JNS POSITIVE DRAINAGE TO DRAN INLETS. E. FINISH GRADING: 1. PRIOR TO THE COMMENCEMENT OF PLANTING OPERATIONS, COMPLETE FINISH GRADING AS SPECIFIED. 2. WHEN PRELIMINARY GRADING, INCLUDING WEEDING AND FERTILIZING HAS BEEN COMPLETED, AND THE SOIL HAS DRIED SUFFICIENTLY TO BE READILY WORKED, PIANTING ARE/>S SHALL BE GRADED TO UNIFORM LEVELS OR SLOPES AT A MINIMUM OF 2%. MINOR ADJUSTMENTS TO FINISH GRADES SHALL BE MADE IN THE DIRECTION OF THE FLOW. LOW SPOTS AND POCKETS SHALL BE GRADED TO DRAIN PROPERLY. GRADING SHALL BE DONE WHEN SOIL IS AT OPTIMUM MOISTURE CONTENT FOR WORKING. ROCK AND DEBR!S MORE THAN 1" IN DIAMETER SHALL BE REMOVED FROM THE SITE. 3. LAWN BEDS SHALL BE RAKED LIGHTLY TO AN EVEN SURFACE, REMOVING ANY FOREIGN MATERIALS. CARE SHALL BE TAKEN NOT TO CHANGE THE DRAINAGE PATTERN. THE LAWN BED SHALL BE INSPECTED BY THE OWNER~ REPRESENTATIVE TO DETERMINE THE SUITABILITY FOR PLANTING PRIOR TO INSTALLATION OF SEED OR SOD. f. PLANTING 1. TREES, SHRUBS AND VINES: A. THE OWNER'S REPRESENTATIVE SHALL APPROVE THE PLACEMENT OF All PLANT MATERIAL BEFORE PLANTING PITS ARE EXCAVATED: THE CONTRACTOR SHALL LAYOUT PLANT LOCATIONS FOR SHRUBS AND VINES, OR PIACE SPECIFIED QUANTITIES OF PLANTS IN CONTAINERS AT LOCATIONS SHOWN ON Pl.ANS. CONTRACTOR SHALL LOCATE TREES 24" BOX AND SMALLER WITH MARKER STAKES. CONTRACTOR SHALL LOCATE TREES 30' AND IARGER WITH MARKER STAKES, AND FLAG THE NORTH SIDE OF EACH TREE. CONTRACTOR SHALL HAVE All PLANT MATERIAL LOCATED PRIOR TO THE SITE VISIT BY THE OWNER'S REPRESENTATIVE. B. PLANT MATERIALS AS SOON AS SITE IS AVAILABLE AND WEATHER CONDITIONS ARE SUITABLE FOR PERFORMANCE AND THE SEQUENCE OF THE SPECIFICATIONS. DO NOT PLANT IF THE SOil iS EXCESSIVELY WET. C. EXCAVATE PLANT PITS 2 TIMES WIDER THAN THE PLANT CONTNNER. EDGES SHALL BE 6' OR MORE AWAY rROMCURBS AND PAVING. D. SET PLANTS IN CENTER OF PITS, IN VERTICAL POSITION SO THAT CROWN Of PLANT IS l' ABOVE ADJACENT FINISH GRADE. BACKFILL PLANT PIT WITH BACKFILL MIX TO 1/2 THE HEIGHT OF THE ROOT BAllAND WATER. URBAN ARENA: 3195 Red Hill Avenue-loft F Costa Mesa. Calilornlo 92626 T. 714.754.4500 F. 71'.754.4545 Orange County • San Diego • Merced L I C E CALIFORNIA CALIFORNIA ARIZONA UTAH NEVADA ACAD FILE: JOB NO.: SCALE: DATE: BID DATE: N s E s #4192 11539 113905 #32522 #379520-5301 -L4.2Plan1Spec.dwg · 06-009 NO SCALE 05-10-07 1ST SUBMITTAL !COUNTY): 1ST SUBMITTAL PLANNING}: 2ND SUBMITTA[: 02-20-07 02-21-07 05-10-07 C L I E N T ·rcR Trammell Cn»Y Resk!E-ntial 949 SOUTH COAST DRIVE # 400 COSTA MESA. CA. 92626 T : (714) 966-9355 F : (714) 966 9355 PROJECT lUWnTIR ~'-H _O S S I H G CARLSBAD, CALIFORNIA S H E E T T I T L E PLANTING SPECIFICATIONS APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER m ~ ; PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD t---+----16..,,._ _________________ 1---1---1---1--~ 9 PLANNING DEPARTMENT 0 6-:====='--================='-'====='. LANDSCAPE PLANS FOR: BLUWATER CROSSING i-----t----fcF--------------+---;------+----+----1 APPR?-f!:&( , q otl-/\-t-r-~, . ~NNINF DATE t-c==--==:--ir-------------------~:-il---t---+---1 ~======':''::;'.'.-=-=-=-=-=-=-=-=-=-===~-~=-=-=-=-:::...=-=-'::...=-=-=-=-.~ DATE INITIAL DATE ltlTIAL DATE INITIAL DWN BY: PROJECT NO. DRAWING NO. ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~~ ~~ CT04-11 442-4L I , I,·_;· ' ', i : j E. PLANTING PACKETS: PLACE PER THE FOllOWING SCHEDULE: 1 GAL. 1 10 GRAM PACKET 5 GAL. 3 10 GRN;. PACKETS 15 GAL. -24" BOX 9 10 GRAM PACKETS 30"BOX -36" BOX 12 10 GRAM PACKETS 42"BOX -48" BOX 15 l O GRAM PACKETS 54"BOX -60" BOX 18 10 GRAM PACKETS F. TRI-C MYCO PAKS (TEABAG): PLACE PER THE FOLLOWING SCHEDULE: 1 GAL. 1 PACKET 5 GAL. 2 PACKETS 15 GAL. -24" BOX 8 PACKETS 30"BOX -36" BOX 16 PACKETS 42"BOX • 48" BOX 20 PACKETS 54"BOX -60" BOX 25 PACKETS NOTE: THERE MUST BE DIRECT CONTACT BETWEEN PLANl'S ROOTS AND MYCO PAKS TO ENCOURAGE INOCULATION. THEREFORE, PLACE PAKS EQUALLY AROUND ROOTBALL WHEN USING MORE THAN 1 PAK. REFER TO MANUFACTURER'S SPECIFICATIONS. G. CONTINUE BACKFILLING AND FORM SHALLOW BASIN AROUND EACH EDGE Of ROOT BALL BY DEPRESSING SOil SLIGHTLY BELOW FINISH GRADE. FORM BASIN RIMS, KEEPING RIM WITHIN OUTER EDGES OF ROOT BALL WATER TO SATURATE ROOTS AND FINISH BACKFILL AROUND ROOT BAlL H. FINE GRADE AREAS AROUND PLANTS TO SPECIFIED FINISH GRADE AND DISPOSE Of 0<CESS SOIL I. PRUNE AND SHAPE All TREES, SHRUBS AND VINES, AS DIRECTED BY OWNER'S REPRESENTATIVE. J. REMOVE STAKES AND ESPALIER RACKS AND SECURE VINES TO ADJACENT SURFACES AS FOllOWS: WOOD FENCES, FREE STANDING & RETAINING MASONRY WALLS: USE SCREW EYES OR METAL FASTENERS AND HEAVY DUTY CLEAR PLASTIC TIES (UNLESS OTHERWISE NOTED IN DETAILSJ. BUILDING WALLS: USE PLASTIC FASTENERS SILICONED TO ADJACENT WALLS WITH HEAvY DUTY CLEAR PLASTIC TIES. K. TREES SHALL BE PLANTED AT LEAST 5' FROM ANY DRIVEWAY, DRAINAGE FLOW LINE, FIRE HYDRANTS, UNDERGROUND UTILITIES SUCH AS SEWERS, WATERLINES, G(IS LINES, AND BUILDINGS. L. TREES SHALL BE PLANTED AT LEAST 25' FROM ANY STREET INTERSECTIONS, PEDESTRIAN CROSSWALKS, AND 1 0' FROM STREET LIGHT STANDARDS. M. PLANTINGS SHALL NOT BE LOCATED SUCH THAT THEY WOULD CAUSE A LINE OF SIGHT PROBLEM FOR VEHICULAR TRAFFIC. N. SLOPES 6: 1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS. 1. STANDARD 1 -COVER CROP/REINFORCED STRAW /.MTTING COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT TI-IE SPECIFIC SEED MIX FOR CITY APPROVAl PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIANT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. TYPE OF REINFORCED STRAW MATTING SHALL BE AS APPROVED BY THE CITY AND ~1AKED TO 1llE SLOPE AS RECOMMrnDED BY THE MANUFACTURER. REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15 2. STANDARD #2 -GROUND COVER ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE 0<CELLENT SOIL BINDING CHARACTERISTICS !PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAi.AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). 3. STANDARD #3 -LOW SHRUBS LOW SPREADING WOODY SHRUBS !PLANTED FROM A MINIMUM OF 2-INCH LINERS) SHALL COVER A MINIMUM OF SEVl:NTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). 4. 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 1200) SQUARE FEET 0. SLOPES. 6: 1 OR STEEPER AND A. 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1 B. 3' TO B' IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2 AND #3 C. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, #3, AND tf4. P. AREAS GRADED FLATTER THAT 6: 1 REQUIRE STANDARD #1 !COVER CROP) WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS. A. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION Of ROUGH GRA:JING. B. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY C. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. 2. GROUNDCOVER AND ANNUALS: A. AMEND PLANTING AREA AS NOTED IN 'SOIL PREPARATION" ABOVE. B. PLANT GROUNDCOVER;ANNUAL COLOR TO COVER THE DESIGNATED AREAS AT THE SPECIFIED ON CENTER SPACING. C. ALL GROUNDCOVER/ANNUAL COLOR SHAll EXTEND UNDERNEATH ALL TREES AND SHRUBS IN PLANTING BEDS. D. PLANT GROUNDCOVER;ANNUAL COLOR IN STRAIGHT ROWS, EVENLY SPAaD USING TRIANGULAR SPACING UNLESS OTHERWISE NOTED ON PLANS. E. INSTALL 1 -10 GRAM FERTILIZER PACKET WITH EACH GROUNDCOVER PLANT. F. MOISTEN SOIL BEFORE PLANTING. RETAIN SLIGHT DEPRESSION AROUND EACH PLANT, FINISH WITH NEAT AND UNIFORM FINISH GRADES. G. HAND WATER IMMEDIATELY AFTER PLANTING. PLANTS SHALL NOT BE ALLOWED TO DRY OUT BEFORE, DURING, OR/\FTER INSTALLATION. CONTINUE TO HAND WATER AS REQUIRED FOR 1 MONTH. 3. PALM TREES: A. PALMS SHALL BE PROCURED rROM A STATE LICENSED NURSERYAND SHAll BE TRANSPLANTED USING THE BEST HORTICULTURAL PRACTICES. B. HEALTH AND VIGOR: PALMS SHALL HAVE STRAIGHT TRUNKS AND POSSESS DARK GREEN FOLIAGE, SHOWING SIGNS OF CONTINUED GROWTH AND DEVELOPMENT OF THE APICAL MERISTEM. PALMS SHALL BE FREE Of INSECTS OR DISEASE AND SHALL BE SPRAYED AND MONITORED FOR PENICILllUM VERMOESENI PRIOR TO DELIVERY TO THE SITE. C. SPECIES SELECTION CRITERIA SHALL BE AS FOLLOWS: 1. WASHINGTONIA ROBUSTAAND WASHINGTONIA FILIFERA: THESE PALMS DO NOT REQUIRE PRIOR INSPECTION FOR DISEASES BY A PALM SPECIALIST. THESE PALMS SHAll BE SELECTED TO MEET THE LANDSCAPE ARCHITECTS CRITERIA FOR HEIGHT, GIRTH, AND OVERALL FORM fTO MEET THE DESIGN INTENT). THE CONTRACTOR IS SOLELY RESPONSIBLE FOR TI-IE PALM'S HEALTH, VIGOR, AND FREEDOM FROM DISEASES AND INSECTs. 2. PHOENIX DACTYLIFERA AND PHOENIX RECLINATA: THESE PALMS DO NOT REQUIRE PRIOR INSPECTION FOR DISEASES BY A PALM SPECIALIST. THESE PALMS SHAll BE SELECTED TO MEET THE LANDSCAPE ARCHITECTS CRITERIA FOR HEIGHT, GIRTH, AND OVERALL FORM !TO MEET THE DESIGN INTENT). THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PALM'S HEALTH, VIGOR,AND FREEDOM FROM DISEASES AND INSECTs. D. PALM SIZE DETERMINATION: PAW TREES SHALL BE ORDERED ACCORDING TO THE BROWN TRUNK HEIGHTS IBTI-1) SHOWN ON PLANS. BROWN TRUNK HEIGHTS FOR ALL PALMS SHALL BE MEASURED FROM THE SOIL LEVEL TO TI-IE BASE OF TI-IE EMERGING LEAVES. NO OTHER CRITERIA WILL BE ACCEPTED AS A BASIS FOR DETERMINATION OF BTH. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONVEY THE INTENT OF THIS SPECIFICATION TO NURSERIES WHEN ORDERING PAWS TO INSURE THAT THEY MEET THIS CRITERIA. l E. ROOT BALL MINIMUM DIMENSIONS, FOR BALLED AND BURLAPPED PAW TREES, SHAll BEAS FOLLOWS: 1. WASHINGTONIA ROBUSTA: 1 0' TO 15' OF BROWN TRUNK -3' CUBED 16' TO 20' OF BROWN TRUNK. 4' CUBED 21' TO 30' OF BROWN TRUNK· 4. 1/2' CUBED 3l'TO 40'0F BROWN TRUNK-5 -l/2'CUBED 40' TO 60' OF BROWN TRUNK -6 -1 /2' CUBED 4. PHOENIX DACTYUFERA: 8' TO 15' Of BROWN TRUNK -3 -1/2' CUBED 17' TO 25' OF BROWN TRUNK. 4' CUBED 26' TO 32' OF BROWN TRUNK -4 -1/2' CUBED 33' TO 38' OF BROWN TRUNK -5' CUBED F. DIGGING REQUIREMENTS: 1. PAWS SHALL BE DUG BY EQUIPMENT LIMITED TO THE FOLLOWING: BACK HOE SUCH AS A CASE SB0C, FORD 555. TRENCHER SUCH AS A DITCH WITCH RF40, ETC. BY HAND WITI-1 HAND TOOLS. 2. NO TREES SHALL BE REMOVED FROM ANY GIVEN FIELD CONDITION WITHOUT EXCAVATING THE TREES AT THE PROPERLY SPECIFIED ROOT BALL SIZE, OR BY ANY MEANS OF ANY OTHER TYPE OF 0<CAVATION NOT OUTLINED IN THIS SECTION. 3. WHILE EXCAVATING, ROOT BALLS SHALL BE INTACT AND IN A RELATIVELY MOIST CONDITION. BURLAPPING OF THE ROOT MASS IS REQUIRED DURING TRANSPORT ON HAULS GREATER THAN 300 MILES OR ON ANY PALM PROCURED FROM A SANDY SOIL CONDITION. SHADE CLOTH OR SARAN CLOTH, 70% GRADE OR BETTER, SHAll BE WRAPPED AROUND THE CROWN AND FRONDS OF ALL PALM TREES, FOR LOADS TRAVELING GREATER THAN 300 MILES. G. PRUNING PROCEDURE: WITH THE USE OF HAND LOPPERS AND HAND PRUNING SAWS, 35% OR40%OF PALM FRONDS SHALL BE REMOVED FROM ALL PAWS DURING THE EXCAVATION PERIOD. FRONDS SHALL BE REMOVED AFTER PALMS ARE APPROVED BY THE LANDSCAPE ARCHITECT. PALM FRONDS SHALL BE TIED IN AN UPRIGHT POSITION WITH 2-PLY TWINE. TWINE SHALL BE TIED PERPENDICULAR TO THE PALM FRONDS. TWINE IS TO BE APPLIED TIGHT ENOUGH TO REMAIN TIED DURING ALL TRANSPORTING AND PLANTING PHASES OR WORK. PHOENIX GENUS PALM HEADS REQUIRE 'PINEAPPLED' CROWNS. 11,fS SHALL BE ACHIEVED WITH THE ASSISTANCE OF A CARPET KNIFE, FINELY SHARPENED ROUND POINT SHOVEL, OR A CHAINSAW. A SAMPLE TREE SHALL BE EXCAVATED, PRUNED, TIED, 'PINEAPPLE[)', AND APPROVED BY THE LANDSCAPE ARCHITECT OR HIS REPRESENTATIVES, PRIOR TO COMMENCEMENT OF ANY OTH[R WORK IN THIS SECTION. IT SHALL BE NOTED THAT A SAMPLE TREE Will BE REQUIRED ON All OTHER PAW GENUS, HOWEVER, 'PINEAPPLED' CROWNS ARE NOT REQUIRED. All WASHINGTONIA SPECIES SHAll BE SKINNED PRIOR TO LOADING. USE CAUTION IN CLEANING THE PAWS TO PREVENT THE SPREAD OF VASCULAR DISEASE AND MINIMIZE WOUNDING. DIP TOOLS IN STERILIZING AGENT (50% CLOROX, 50% WATER), BEFORE CLEANING PALMS AND BETWEEN MOVING FROM ONE PALM TO ANOTI-IER. H. PALM TAGGING -PHOENIX CANARIENSIS AND PHOENIX RECLINATA ONLY: FOR ALL PHOENIX CANARIENSIS AND PHOENIX RECLINATA PAU~ TREES, ATTACH A LABEL SECURED WITH WIRE AROUND THE TRUNK SHOWING HEIGHT, NAME OF GROWER, AND ORIGIN. BEFORE THE PALMS ARE LOADED THE CONTRACTOR WILL TIE A SMALL PIECE OF FLAGGING TAPE TO TI-IE NEWEST EMERGING LEAF, (SPEAR LEAF), IN ORDER TO TRACK GROWTH (OR CUP 2'-3' OFF TI-IE TIP OF THE LEAF). I. DISEASE CONTRO~ PALM FRONDS SHALL BE SPRAYED WITH A BENLATEIR) AND WATCR DRENCH !ORAN EQUAL APPROVED BY THE PALM SPECIALIST), PRIOR TO LOADING OF TREES FOR TRANSPORT. J. LOADING OF PAUv\S: PALMS SHALL BE LOADED WITH HYDRAULIC OR CONVENTIONAL CRANES. FRONT LOADERS, FORK LIFTS, OR TRACTORS SHALL NOT LOAD OR UNLOAD ANY PALM OVER 8' OF BROWN TRUNK. CONSIDERATION SHALL BE GIVEN IN THE SELECTION OF AN ADEQUATELY LARGE CRANE TO FACILITATE LOADING, UNLOADING AND SETTING. THIS CONSIDERATION SHALL VARY BASED ON ANY GIVEN SITE SITUATION, AND IS SOLELY THE LIABILITY AND RESPONSIBILITY OF THE CONTRACTOR AND HIS SUBCONTRACTORS. MINIMIZE THE LIFTING OR HANDLING OF PALMS BY THE TRUNK. NEVER BIND OR HANDLE THE PALMS WITH WIRES, CHAINS, OR ROPE. USE ONLY A WIDE-BANDED NYLON SUNG WHEN MOVING OR LIFTING THE PAWS. CRANE OPERATOR AND SLING-SETTER MUST OBSERVE THAT THE HEADS ARE NOT CAUGHT, PULlEDON, BANGED INTO, OR SHAKEN, WHICH CAN DAMAGE THE BUD. MINIMIZE ANY MOVEMENT OF THE PALMS DURING TRANSPORT THAT MIGHT JAR OR DAMAGE THE APICAL M,ERISTEM (GROWING POINT). PAD ANY CONTACT OF THE TRUNK TO BRACES WHEN TRANSPORTING THE PALMS. RIGGING SHALL BE SITUATED TO AVOID ANY POSSIBLE SCARS OR UNSIGHTLY ABRASIONS THAT /.MY BE CAUSED BY THE LOADING AND UNLOADING PHASE OF WORK. v,IATER PAWS THOROUGHLY BEFORE LOADING. DO NOT APPLY ANTI-TRANSPIRANTS TO THE LEAVES. AFTER LOADING THE PALMS, COVER THE LEAVES AND TRUNK WITH DENSE SHADE CLOTH, OR OTHER WOVEN MATERIAL, TO MINIMIZE WIND DAMAGE. IF TRANSPORT REQUIRES OVER 6 HOURS, TI-IE TRUCK DRIVER Will SYRINGE THE LEAVES AND BOXES AT 4 HOUR INTERVALS. PROTECTION OF PALMS DURING TRANSPORT AND STORAGE SHALL BE CONTRACTOR'S RESPONSIBILITY. K. TRANSPORTING OF PALMS: TRUCKS HAULING PAWS ON STATE HIGHWAYS SHALL MEET ALL LICENSING REQUIREMENTS, ABIDE BY REGULATIONS GOVERNING ANY PARTICULAR REGION WHERE WORK IS BEING PERFORMED, INCLUDING, BUT NOT LIMITED TO, OVERLOAD PERMITS, OVERLENGTH PERMITS, AND WIDE LOAD PERMITS, WHEN TRANSPORTING ANY CARGO. 'TRIPLE STACKING' Of ANY PAWS IS NOT ACCEPTABLE WHEN TRANSPORTING PALMS ANYWHERE, IN ANY STATE. TRUCK LOADS SHALL, AS A MATTER OF COURSE, CONFORM TO THE HIGHEST STANDARDS AND SHALL BE ACCEPTABLE TO THE LANDSCAPE ARCHITECT OR HIS REPRESENTATIVE. L. UNLOADING OF PALMS: PALMS SHOULD BE CAREFULLY LIFTED OFF TRUCK USING A WIDE-BANDED NYLON SLING. CRANE OPERATOR AND SLING-SffiER MUST OBSERVE THAT THE HEADS ARE NOT CAUGHT, PULLED ON, BANGED INTO, OR SHAKEN, WHICH CAN DAMAGE TI-IE BUD. PALMS SHALL BE PLANTED WITHIN 1 DAY OF DELIVERY. CONTRACTOR SHfill OBTAIN APPROVAL FROM THE OWNER OR THE LANDSCAPE ARCHITECT IF PALMS ARE NOT TO BE PLANTED WITHIN 1 DAY OF DELIVERY. UPON DELIVERY, WET THE ROOT BALLS AND SYRINGE THE LEAVES. M. PALM PLANTING REQUIREMENTS: FOR BALLED AND BURLAPPED PALMS, BACKFILL MIX SHAll BE COMPRISED OF 100% WASHED PLASTCR OR CONCRETE SAND. FOR BOXED PALMS, BACKFILL MIX SHALL BE COMPRISED Of 50% WASHED PLASTER OR CONCRETE SAND, AND 50% ON SITE SOIL WASHED PLASTER OR CONCRETE SAND SHALL HAVE VARIABLE SIZED GRANS, WITH A MINIMUM OF 95% PASSING THE 2.0 MILLIMETER SIEVE, BUT NO MORE THAN 5-8% PASSING THE #200 SIEVE. THE SODIUM ABSORPTION RATIO (SAR) SHAll NOT EXCEED 6 AND THE ELECTRICAL CONDUCTIVITY iECE) OF THE SATURATION EXTRACT OF THIS SOIL SHALL NOT 0<CEED 3.0 MILLIMHOS PER CENTIMETER AT 2S"C. THE BORON CONTENT OF THE BACKFILL SHALL BE NO GREATER THAN 1 PPM, AS MEASURED ON THE SATURATION EXTRACT. IN ORDER TO INSURE CONFORMANCE, SAMPLES OF THE IMPORT SAND SHALL BE SUBMITTED TO 'SOIL AND PLANT LABORATORY', 1594 NORTH MAIN STREET, ORANGE CA, 92667, FOR ANALYSIS PRIOR TO BACKFILLING. RESULTS OF THESE TESTS SHOULD BE PROVIDED BY THE CONTRACTOR TO THE LANDSCAPE ARCHITECT PRIOR TO PLANTING THE PALMS. SEVCRAL DAYS BEFORE THE ARRIVAL OF TI-IE PAWS, PREPARE THE PLANTING SITE. ADEQUATE MEASURES MUST BE TAKEN IN ORDER TO PROVIDE PERFECT DRAINAGE OF THE PALM PLANTING HOLES (SEE PALM PLANTING DETAl4. PLANTING PITS FOR PALM TREES SHALL BE A MINIMUM OF 12' GREATER THAN ANY SIDE OF THE ROOT BALL TREES SHAll BE PLANTED PERPENDICULAR AND PLUMBED WITH THE APPROVAL OF THE LANDSCAPE ARCHITECT AFTER PLANTING. THE BACKFILL SHALL BE APPLIED IN LAYERS, WHILE WORKING OUT ANY AIR POCKETS, AND JITTED WITH WATER. A 6' SECTION OF PVC PIPE ATTACHED TO A HIGH PRESSURE HOSE SHALL BE USED TO OBTAIN AT LEAST 80% COMPACTION IN THE PLANTING PITS OF ALL PALM TREES. 80% COMPACTION /.MY BE ACHIEVED WITH THE ASSISTANCE OF WATER AND PNEUMATIC TAMPERS. • WHEN THE HOLE IS FILLED ALMOST TO GRADE, WATER IN THE BACKFILL WITH AT LEAST 10-15 GALLONS OF SUBDUE AND CLEARY'S 3336 !MIXED AT THE RECOMMENDED RATE) AND THEN IRRIGATION WATER IF MORE IS NECESSARY. PHOENIX PAWS REQUIRE 15 GALLONS OF THIS MATERIAL, ALL OTHER PAWS REQUIRE IO GALLONS. ANY ADJUSTMENTS NECESSARY TO STRAIGHTEN PAWS DUE TO POOR COMPACTING SHALL BE MADE BY THE CONTRACTOR WITHIN 12 MONTHS AFTER FINAL ACCEPTANCE OF THE PROJECT AT NO CHARGE TO THE OWNER. ALL PAU~ FRONDS SHALL BE UNTIED BY THE CONTRACTOR WHEN IT IS DETERMINED THAT SUCH ACTION WILL NOT BE DETRIMENTAL TO TI-IE HEALTH OF THE PALMS. All 0<CESS SOIL AND DEBRIS FROM THE PALM PLANTINGS SHALL BE DISPOSED OF OFF THE SITE BY CONTRACTOR. THE SITE SHALL BE LEFT NEAT AND CLEAN TO THE SATISFACTION OF THE SITE COORDINATOR OR LANDSCAPE ARCHITECT. NOTE: N. FERTILIZATION OF PALMS: DON'T APPLY ANY FERTILIZER FOR 6-8 WEEKS AFTER INSTALLATION. 6-8 WEEKS AFTER INSTALLATION REAPPLY TI-IE SUBDUE AND CLEARY'S 3336 AND APPLY A "PALM SPECIAL" FERTILIZER AT 1 /2 THE RATE RECOMMENDED FOR ESTABLISHED PALMS. 0. WARRANTY Of PALMS: PALMS SHALL BE WARRANTEED BY THE CONTRACTOR TO REMAIN IN GOOD HEALTH AND ATTRACTIVE APPEARANa FOR 24 MONTHS AFTER FINAL ACCEPTANCE OF THE LANDSCAPE IMPROVEMENT5. TI-IE CONTRACTOR'S UABILITY SHAll INCLUDE, THE COST OF LABOR, EQUIPMENT AND MATERIALS TO REPLACE TREES OF SIMILAR SIZE AND ATTRACTIVE APPEARANCE DURING THE WARRANTY PERIOD. P. FINAL INSPECTION/ACCEPTANCE PHOENIX CANARIENSIS ONLY: ;;, 90 DAYS PRIOR TO THE END OF THE WARRANTY PERIOD, ALL PALMS Will BE INSPECTED BY A PALM SPECIALIST FOR FINAL ACCEPTANCE (CONTACT DR. HENRY DONSEL/.M'<, (951) 696-4636). 4. HYDROSEEDING: A. GRADING: FINE GRADE AREAS TO BE SEEDED TO A SMOOTH CONTINUAL GRADE, CONFORMING TO THE SPECIFIED DRAINAGE PATTERNS AND FINISH GRADES. REMOVE ROCKS AND CLODS LARGCR THAN l' IN LAWN AND SHRUB AREAS, AND 4' ON SLOPES 3: 1 AND STEEPER. B. EQUIPMENT: HYDROSEEDER SHALL IIAVE A BUILT-IN AGITATION SYSTEM AND CAPACITY LARGE ENOUGH TO AGITATE, SUSPEND, AND HOMOGENEOUSLY BLEND A SLURRY CONTAINING 40 LBS. OF MULCH, AND B LBS. OF FERTILIZER SOLIDS FOR EACH 100 GALLONS OF WATER. C. PREPARATION: FILL TANK TO 1/3 CAPACITY WITH WATER. IN THE ORDER LISTED, ADD FERTILIZER, BINDER (IF REQUIRED), SEED, THEN MULCH TO FORM A SLURRY BEFORE TANK REACHES 3/4 CAPACITY. SLURRY SHALL BE PREPARED ON SITE WITH APPLICATION COMMENCING IMMEDIATELY AFTER TANK IS FULL D. APPLICATION: MOISTEN SOit PRIOR TO HYDROSEEDING. APPLY THE SLURRY ALLOWING WOOD FIBERS TO BUILD ON EACH OTHER UNTIL A UNIFORM COAT IS ACHIEVED AND MATERIAL IS SPREAD AT THE REQUIRED RATE PER ACRE. CLEAN OVER SPRAY FROM AREAS NOT DESIGNATED TO RECEIVE HYDROSEEDING. E. WATERING: MAINTAIN PROPER SOIL MOISTURE LEVEL TO INSURE PROPER GERMINATION AND PLANT GROWTH UNTIL THE END OF THE MAINTENANCE PERIOD. f. RE-SEEDING: RE-SEED BARE AREAS AS LONG AS NECESSARY TO OBTAIN FUll PLANT COVERAGE. G. EROSION CONTROL, PER ACRE: WOOD CEllULOSE FIBER 2,000 LBS. TRI.C ORGANIC SOIL CONDITIONER/ FERTILIZER600 LBS. TRI-C ENDO 120 GRANULAR MYCORRHIZAL INOCULUM 60 LBS SOIL BINDER• 120 LBS. ' BETWEEN THE MONTHS OF NOVEMBER AND MARCH, ADD 120 LBS. PER ACRE, ECOLOGY CONTROL M-BINDER (PER MANUFACTURER'S RECOMMENDATIONSJ. H. SEED LAWN, PER ACRE: WOOD CELLULOSE FIBER 2,000 LBS. TRI.C ORGANIC SOIL CONDITIONER/ FERTILIZER600 LBS. SEED 435 LBS. 5. NON-IRRIGATED HYDROSEEDING: A. CONTRACTOR SHALL CLEAR FLAT PAD AREAS FOR FUTURE USE OF ALL WEEDS AND DEBRIS PRIOR TO HYDROSEEDING. B. CONTRACTOR SHALL HAND OR MACHINE BROADCAST BROMUSMOLllS,ATTHE RATE OF 50 LBS. PER ACRE ACROSS FLAT PAD AREAS. HYDROSEEDING SHALL OCCUR PRIOR TO THE FIRST RAINS OF THE SEASON, IN TI-IE MONTHS OF OCTOBER THROUGH /.MRCH. C. CONTRACTOR SHALL RAKE FLAT PAD AREAS WITH AN 8' SQUARE SECTION Of CHAIN LINK FENCING AFTER HYDROSEEDING. 6. SODLAWN: A. AMEND PLANTING AREA AS NOTED IN 'SOIL PREPARATION' ABOVE. 8. FINE GRADE AREAS TO RECEIVE SOD TO A SMOOTH CONTINUAL GRADE CONFORMING TO TI-IE GRADING AND DRAINAGE PLAN. REMOVE ROCKS AND CLODS LARGER THAN l" IN DIAMETER. C. SPREAD SPECIFIED COMMERCIAL FERTILIZER AT THE RATE OF 10 LBS. PER 1,000 SQ. FT. D. MOISTEN SOIL PRIOR TO INSTALLATION OF SOD. SOD MUST BE INSTALLED THE SAME DAY IT IS DELIVERED TO THE SITE. INSTAll SOD IN SECTIONS NO SMALLER THAN l' SQ., LAID PARALlEL TO THE CONTOURS. STAGGER JOINTS BETWEEN ROLLS, AND BUTT ENDS TIGHT. SIFT SOIL INTO JOINTS TO Fill VOIDS. E. ROLL WITH WATER BALLAST ROLLER TO OBTAIN POSITIVE CONTACT BETWEEN SOD AND SITE SOIL WATER IMMEDIATELY AFTER INSTALLATION, AND KEEP WATERED TO A SOIL DEPTH OF 6" UNTIL SOD BEGINS TO ROOT INTO SITE SOIL G.MULCH: 1. SHRUB AND GROUNDCOVER AREAS 0<CLUDING ANNUAL COLOR SHALL RECEIVE 3' OF MULCH, AS SPECIFIED UNDER MATERIALS. 2. A MINIMUM OF 3' OF ORGANIC MULCH SHALL BE ADDED IN NON-TURF PLANTING AREAS WITH SLOPES LESS STEEP THAN 3:1 TO COVER THE SOIL SURFACE COMPLETELY. H. ACCESSORIES: l. TREE TIES: WHEN USED AT CONTRACTOR'S DISCRETION, INSTALL PER DETAIL 2. TREE STAKES: WHEN USED AT CONTRACTOR'S DISCRIETION, INSTALL PER DETAIL 3. TREE TRUNK PROTECTORS: INSTALL TO PROTECT THE LOWEST 4' Of 0<POSED TRUNK. 4. GUY WIRES: WHEN USED AT CONTRACTOR'S DISCRETION, INSTALL PER DETAIL 5. GUY WIRE HOSE: WHEN USED AT CONTRACTOR'S DISCRETION, INSTALL PER DETAIL 6. ROOT BARRIER: INSTALL PER MANUFACTURER'S SPECIFICATIONS AT LENGTHS INDICATED ON PLANS ADJACENT TO HARDSCAPE TO CREATE A LINEAR PLANTING APPLICATION. DO NOT ENCIRCLE ROOT BALLS. VERTICAL 90 DEGREE ROOT DEFLECTING RIBS ARE ALWAYS FACING THE ROOT BALL. TREES PLANTED WITHIN 5'OF PUBLIC SIDEWALKS SHALL BE INSTALLED WITH ROOT BARRIERS APPROVED BY THE CITY. I. MAINTENANCE: 1. MAINTAIN PROJECT FORA PERIOD OF 90 CALENDAR DAYS, FOLLOWING THE CORRECTION AND/OR COMPLETION OF PRE-MAINTENANCE WALKTHROUGH PUNCH LIST ITEMS IDENTIFIED BY THE OWNER'S REPRESENTATIVE. MAINTENANCE PERIOD SHALL NOT COMMENCE UNTIL EVIDENCE Of OWNER'S REPRESENTATIVE'S SATISFACTION IS RECEIVED IN WRITING. 2. MAINTENANCE RESPONSIBILITIES SHAll INCLUDE BUT NOT BE LIMITED TO MOWING, TRIMMING, PRUNING, WATERING, FERTILIZATION, WEED CONTROL, CULTIVATION, PEST CONTROL, LITTER CLEAN-UP, OPERATION/ADJUSTMENT AND REPAIR OF THE IRRIGATION SYSTEM. 3. THE CONTRACTOR SHALL MAKE WEEKLY (MINIMUM) VISITS TO THE SITE TO PERFORM MAINTENANCE RESPONSIBILITIES. 4. APPLY COMMERCIAL FERTILIZER AT THE RATE RECOMMENDED BY 'SOIL AND PLANT LAB',AS REQUIRED TO ESTABLISH TI-IRIVING PLANTS. 5. PROTECT NEWLY PLANTED AREAS FROM FOOT TRAFFIC, VANDALISM, THEFT, BURROWING OR GRAZING ANIMALS, AND EROSION. REPAIR AND REPLANT DAMAGED AREA, RCPLAa DEAD, DAMAGED, OR MISSING PLANTS. 6. COMPLETION OF MAINTENANCE PERIOD AND PLANT ESTABLISHMENT SHALL BE DETERMINED BY THE OWNER'S REPRESENTATIVE, IN WRITING, FOLLOWING A FINAL MAINTENANCE WALKTHROUGH. J. CLEAN-UP: 1. UPON COMPLETION OF WORK IN THIS SECTION, CONTRACTOR SHALL REMOVE All RUBBISH, TRASH, AND DEBRIS RESULTING FROM THE OPERATIONS; REMOVE UNUSED EQUIPMENT AND IMPLEMENTS OF SERVICE; LEAVE ENTIRE AREA INVOLVED IN A NEAT AND ACCEPTABLE CONDITION SUCH AS TO MEET THE APPROVAL OF THE OWNER'S REPRESENTATIVE. URBAN ARENI\ 3195 Red Hill Avenue-Loft F Costa Mesa, California 92626 T. 714.754.4500 F. 714.754.4545 Orange County • San Diego • Merced L I C E CALIFORNIA CALIFORNIA ARIZONA UTAH NEVADA ACAD FILE: JOB NO.: SCALE: DATE: BID DATE: N s E s #4192 #539 #3905 #32522 #379520-5301 -L4.2Plan1Spec.dwg 06-009 NO SCALE 05-10-07 1ST SUBMITTAL !COUNTY}: 1ST SUBMITTAL Pl,ANNINGJ: 2ND SUBMITTAL: 02-20-07 02-21-07 05-10-07 C L I E N T TCR Ti-anunell Crow R....k!ential 949 SOUTH COAST DRIVE# 400 COST A MESA, CA. 92626 T: (714} 966-9355 F: 1714) 966-935S PROJECT lUWnlfR DSSING CARLSBAD, CALIFORNIA S H E ET T I T L E PLANTING SPECIFICATIONS APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND 0ISTRICf ENGINEER m m PRIOR TO IMPLEMENTATION IN FIELD. ' CITY OF CARLSBAD t----,----,--.-----~---------~-~-~--~--------1 0 O ~==='-'====P::::L:::A::::NN:::l:::NG:::::::O::EP::::A::R::T:::M::EN::::T====~==~ LANDSCAPE PLANS FOR: BLUWATER CROSSING l--t--ftt----------c---~-----+----1----l---l--------11 APPRH~( , E--\:l...Jf-1\-t.-Y-c1 ~-======~~NN'.:lN=G=======:--:===O=A=TE::::::==: l-;;:-;--;;-+,=~...._---------~-----jl-:-,.=-----l---c,--,-----l-----j~--1 ~-----~ -----~ DATE INITIAL DATE INITIAL DATE INITIAL OWN BY: PROJECT NO. DRAWING NO. ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~~ :~ CT04-11 442-4L